The Issue The issues in this case are whether Petitioner has standing to initiate this proceeding and whether Respondents Osceola County and Habitat Restoration, Inc., demonstrated their entitlement to the permit modification they are requesting.
Findings Of Fact Background Petitioner resides in Orlando and is a recreational hunter. The District is a multi-purpose water management district, operating pursuant to Chapter 373, Florida Statutes, and Florida Administrative Code Chapter 40E. Its principal office is in West Palm Beach, Florida. The County has been an applicant/permittee at all times material to this proceeding. HRI is co-permittee and operates a regional mitigation area near the town of Holopaw. On October 13, 2004, the District issued Environmental Resource Permit No. 49-00121-S-02 ("the Original ERP") to the County, authorizing construction and operation of a surface water management system in conjunction with the widening of Poinciana Boulevard ("the Road Project"). The Road Project is expected to adversely impact 6.61 acres of wetlands. In the Original ERP, mitigation for the wetland impacts was to be provided through the purchase of mitigation credits in the 1600-acre Florida Mitigation Bank (FMB). The Road Project and the wetlands that it would impact are located within the Shingle Creek Drainage Basin. As shown in Petitioner's Exhibit P-6, only a very small portion of the FMB is located within the Shingle Creek Drainage Basin. Almost all of the FMB is within the Reedy Creek Drainage Basin, which is west of the Shingle Creek Drainage Basin. The County applied for a modification of the original permit, and the District issued the ERP Modification to the County and HRI. The ERP Modification changes only the mitigation plan for offsetting the wetland impacts of the Road Project. The ERP Modification calls for mitigation of the wetland impacts of the Road Project through the restoration of wetlands within the regional mitigation area operated by HRI. The proposed HRI mitigation site is within Osceola County, but outside the Shingle Creek Drainage Basin. Standing For the past six or seven years, Petitioner has been hunting within a small area of the FMB, along its eastern boundary, as shown on Petitioner's Exhibit 15. Petitioner hunts there approximately 20 times each year. He hunts for deer, turkey, and hogs. He also enjoys observing nature while he is hunting. The FMB is not open to the general public for hunting. Petitioner hunts in the FMB with the verbal permission of the owner. Petitioner expects the permission he has been given to hunt in the FMB will continue into the future. A fence surrounds the FMB, but deer and turkey can get over a fence and hogs can get under a fence. At the hearing, there was some dispute about the exact location of the boundary that divides the Shingle Creek Drainage Basin from the Reedy Creek Drainage Basin, and in which of the two basins Petitioner hunts. The dispute was caused by the fact that the area where Petitioner hunts is close to the boundary and the official maps of the basins are at such a small scale that the line which depicts the boundary covers a large area. No evidence was presented about the precise location of the topography that divides the basins. The more persuasive evidence in the record is that a small area of the FMB (the acreage was never established) is within the Shingle Creek Drainage Basin and includes the area where Petitioner hunts. Petitioner's primary objection to the ERP Modification is the proposal to mitigate for the loss of 6.61 acres of wetlands by restoring wetlands that are outside the Shingle Creek Drainage Basin. He contends that the ERP Modification will serve as a precedent for future mitigation outside the Shingle Creek Drainage Basin.3 Petitioner's standing argument is that the future mitigation outside the Basin will reduce populations of the wildlife within the FMB where he hunts. Undermining this premise for Petitioner's standing is the fact that drainage basin boundaries are hydrologic boundaries based on patterns of water movement; they are not boundaries associated with wildlife movement. The animals that Petitioner hunts move freely across drainage basin boundaries. Therefore, drainage basin boundaries are not the proper focus for determining whether Petitioner is substantially affected by the proposed ERP Modification. Whether Petitioner is substantially affected depends on the effect the ERP Modification would have on environmental factors (including the quality and extent of wetlands) that determine the populations of wildlife Petitioner enjoys hunting and observing, no matter where those environmental factors are located. Petitioner assumes that all future mitigation outside the Shingle Creek Drainage Basin will be detrimental to his interests. However, Stuart Bradow explained that whether future wetlands impacts and future mitigation would affect Petitioner's interests depends on the proximity of the future impacted wetlands and associated mitigation to the area where Petitioner hunts, without regard to which drainage basin the wetlands and mitigation are located within. Some wetland impacts in the Shingle Creek Drainage Basin would be too distant to adversely affect Petitioner's interests. Some out-of-basin mitigation could be close enough to positively affect Petitioner's interests. Because much of the Shingle Creek Drainage Basin is more distant from Petitioner's hunting area than areas of the Reedy Creek Drainage Basin, it can be reasonably inferred that there could be future mitigation in the Reedy Creek Drainage Basin to offset wetland impacts in the Shingle Creek Drainage Basin that would benefit Petitioner's interests. Petitioner's precedent argument, that all future out- of-basin mitigation will per se be adverse to his interests, is contradicted by the more credible and persuasive evidence in the record. The ERP Modification does not call for any construction or other activities within the area where Petitioner hunts or in any other part of the FMB. The ERP Modification will not physically impact the area within the FMB where Petitioner hunts. The ERP Modification does not reduce the number of acres within the FMB. The ERP Modification will not affect Petitioner's access to the FMB for hunting. The direct and indirect impacts associated with the loss off 6.61 acres of wetlands caused by the Road Project would not adversely affect Petitioner's hunting or nature observation within the FMB. Petitioner's evidence regarding the biological processes that link the alleged future wetland losses within the Shingle Creek Drainage Basin to populations of deer, turkey, and hogs in the FMB was inadequate. There was no evidence presented, for example, about the variability in such game populations, the causes of the variability, and how wetland acreage affects population variability. Petitioner's expert, Tom Odom, acknowledged that drainage basin boundaries do not limit wildlife movement, yet offered an opinion that seemed to assume the opposite. For example, his opinion that Petitioner's enjoyment of deer hunting in the FMB might diminish as a result of the ERP Modification was based on his belief that deer populations would be restricted to "a certain area" and prevented from intermixing. Mr. Odom's opinion was also based on the assumption that HRI's mitigation proposal at its site near Holopaw would not be successful. That opinion contradicts Petitioner's basic contention that the HRI mitigation site is too far away to offset the wetland impacts caused by the Road Project. According to Petitioner, the HRI site is too far away to offset those wetland impacts but close enough to adversely affect Petitioner's hunting in the FMB if the mitigation site fails to function as proposed. Mr. Odom also opined that the elimination of small wetland areas can be detrimental to wildlife and are not mitigated by increasing the size of a large wetland area. However, in this regard there is no difference between the Original ERP and the ERP Modification. Both permits would allow the loss of the small wetlands caused by the Road Project and would mitigate the losses by adding to or enhancing larger, regionally significant wetland areas. Petitioner did not challenge the Original ERP. He cannot collaterally attack in this proceeding the District's previous determination to allow the loss of the small wetlands caused by the Road Project. Petitioner failed to demonstrate that the ERP Modification would reduce populations of deer, turkey, and hogs in the FMB to the extent that Petitioner's enjoyment of hunting would be diminished. Petitioner failed to demonstrate that he will be substantially affected by the District's approval of the ERP Modification. At the hearing, the parties presented evidence on all factual disputes related to the ERP Modification. Therefore, despite the foregoing finding that Petitioner did not demonstrate his standing, findings related to the other factual disputes are set forth below. Cumulative Impact Analysis Pursuant to Subsection 373.414(8)(a), Florida Statutes (2005), the District is required to consider the cumulative impacts upon wetlands and other surface waters within the same drainage basin as the proposed activity. The cumulative impact analysis is supposed to consider existing projects, projects under construction, projects for which permits have been sought, developments of regional impact, and other activities regulated under Chapter 373, Florida Statutes, or which may reasonably be expected based upon local government comprehensive plans. Although Petitioner claimed otherwise, the record shows the District considered these projects and activities in the cumulative impact analysis it conducted for the ERP Modification. Section 4.2.8 of the Basis of Review provides that, when adverse impacts to wetlands are not fully offset within the same drainage basin as the impacts, the applicant must provide reasonable assurance that the proposed activity will not result in unacceptable cumulative impacts to the functions of wetlands within the drainage basin where the impacts would occur. In conducting its cumulative impacts analysis, the District considered future projects within the Shingle Creek Drainage Basin which the District determined would likely have similar impacts. It determined that similar impacts would be caused by future road-widening projects. Petitioner complained that the County did not perform a cumulative impact assessment of the Orange County portion of the Shingle Creek Drainage Basin, but the testimony revealed that was because the District already had this data. The District reviewer who conducted the cumulative impact analysis, Susan Elfers, is also the reviewer for all road projects in the Orlando area. The Florida Department of Transportation routinely provides the District projections of future road projects. Because Ms. Elfers had considerable information regarding Orange County transportation projects, the District did not require the County to provide that information. In performing the cumulative impact analysis, the District is directed by Section 4.2.8 of the Basis of Review to consider the functions of wetlands and other surface waters in the basin "as a whole." Approximately 20,000 acres of the Shingle Creek Drainage Basin lies within Osceola County. Of this total, 4,631 acres are wetlands. More than a quarter of the wetlands are in some form of conservation status. According to the County, there are 3,113 more acres of wetlands proposed for conservation in the Shingle Creek Drainage Basin. Altogether, 94 percent of the wetlands in the Shingle Creek Drainage Basin in Osceola County are either in conservation or proposed for conservation. More than half of the Shingle Creek Drainage Basin lies in Orange County, north of Osceola County. Tom Odom determined that the entire Shingle Creek Drainage Basin was comprised of over 22,000 acres of wetlands, of which 88 percent are protected. Considering the wetland functions of the Shingle Creek Drainage Basin "as a whole," the projected cumulative loss of wetlands associated with road projects represents a very minor impact on the total wetland functions in the Shingle Creek Drainage Basin and a very small fraction of the wetland functions already under protection. As discussed in detail below, the proposed HRI mitigation site will provide substantial environmental benefits to the region. The County and HRI proved by a preponderance of the evidence that the ERP Modification will not result in unacceptable cumulative impacts within the Shingle Creek Drainage Basin. Secondary Impacts In addition to addressing the direct impacts of a project, the District’s Basis of Review requires that a project’s secondary impacts be offset. Petitioner contends that the secondary impacts associated with the ERP Modification were not addressed. However, the record evidence indicates a qualitative analysis of secondary impacts was made by the District to determine whether the HRI mitigation site would offset the secondary impacts of the Road Project. The District determined that the excess value of the proposed HRI mitigation over the lost value of the impacted wetlands was sufficient to offset the relatively minor secondary impacts expected from the Road Project. That determination was reasonable. The Proposed Mitigation Site HRI owns a regional mitigation area of over 2,000 acres. This area includes extensive wetland areas that were significantly degraded by the cattle and agricultural operations of previous owners. Portions of the 2,000-acre tract continue to suffer from over-drainage and widespread exotic nuisance species, including the area which HRI proposes to restore as mitigation for the wetland impacts of the Road Project. The 2,000-acre mitigation area already contains 23 previously approved wetland mitigation projects. Wildlife use of the area has been steadily increasing as each mitigation project has been implemented. The area now supports a high diversity of wildlife, including an impressive array of endangered and threatened animal species. The HRI mitigation site for the ERP Modification consists of 26.1 acres in four separate areas with separate mitigation activities proposed for each area. There would be high level enhancement of 6.8 acres of a forested wetland area, moderate level enhancement of 13.9 acres of mixed forested wetland, four acres of upland buffer enhancement and preservation, and 1.4 acres of herbaceous wetland enhancement. The proposed mitigation will include filling in part of a drainage canal, removing exotic plant species, and planting cypress trees. The mitigation site will be managed for wildlife and protected by a conservation easement. The mitigation proposal for the ERP Modification involves activities that are similar to those that HRI has successfully completed as part of several other mitigation projects in HRI's regional mitigation area. HRI's success with similar mitigation projects provides part of the reasonable assurances that the mitigation authorized by the ERP Modification will also succeed in creating wetlands of high functional value. The proposed offsite mitigation area represents substantially greater wildlife habitat benefits than were provided by the 6.61 acres of wetlands impacted by the Road Project. Petitioner claims that the County and HRI failed to demonstrate that the proposed mitigation site was engineered to allow water movement as needed to create and maintain appropriate hydrologic conditions for the restored wetlands. Petitioner did not claim that the proposed mitigation project was not properly engineered, but only that the District was not provided the kind of engineering analysis usually required for such projects. At the hearing, the District witness, Ms. Elfers, explained that the District's determination that the proposed mitigation project was properly engineered was based in part on information exchanged during meetings with the applicant. Moreover, the County presented an expert engineering witness, John Atkins, who testified about the engineering aspects of the project site related to hydrology and offered his opinion that the project is properly engineered.4 The more persuasive evidence in the record is that the proposed mitigation project is engineered so that the hydrologic aspects of the project will allow for the successful restoration and maintenance of the wetlands involved. Uniform Mitigation Assessment Method The Uniform Mitigation Assessment Method (UMAM), codified in Florida Administrative Code Chapter 62-345, is used to determine the amount of wetland mitigation required. The UMAM methodology provides a standardized procedure for assessing the function provided by wetlands. By examining a number of environmental factors, such as its community structure and its water environment, the UMAM can assess the value of the function being provided by a wetland. UMAM allows for the functional value of a wetland to be quantified and compared to the functional value of other wetlands. A UMAM analysis was performed on both the wetlands that would be impacted by the Road Project and the wetlands that HRI proposes to restore. Under UMAM, the functional gain score for the restored wetlands must at least equal to the functional loss score for the impacted wetlands. The UMAM score determined for the wetlands impacted by the Road Project was 4.47 functional units. The UMAM score determined for the HRI mitigation site was 5.47 functional units. These scores mean that the wetland functional value gain for the proposed HRI mitigation site was determined to more than offset the functional loss that would be caused by the wetland impacts of the Road Project. The four restoration areas within the HRI mitigation site were separately scored using the UMAM methodology. Among the factors considered were time lag and risk. Time lag means “the period of time between when the functions are lost at an impact site and when those functions are replaced by the mitigation.” Fla. Admin. Code R. 62-345.600(1)(a). Mitigation risk refers to the degree of uncertainty in achieving the mitigation objectives. Fla. Admin. Cod R. 62-345.600(2). Petitioner disagreed with the risk factor used to score the HRI mitigation site because, according to Petitioner, no engineering modeling or information was provided for the hydrologic changes that would be required to achieve success. The adequacy of the engineering analysis for the HRI mitigation site was addressed above. The risk factor used in scoring this particular area was reasonable. Petitioner also objected to the time lag values used to obtain the score for the HRI mitigation site areas designated Eastern Forested WL Enhancement (High Level) and the Western Forested WL Enhancement (Moderate). The time values used for these areas equate to an expectation that the functions lost because of the wetland impacts of the Road Project will be replaced within five years. Petitioner contends that expectation is unreasonable because the impacted wetlands contain mature wetland trees which cannot be replaced in five years. The time lag value used, however, does not reflect an assumption that in five years all the trees planted in the mitigation site will be as mature as a particular tree or trees found in the impacted wetlands. The time lag value reflects the time needed for the mitigation site to gain functional values equivalent to the functional values lost. Furthermore, there are already trees in the mitigation site. The more persuasive evidence of record indicates that the time lag value used was reasonable. Petitioner argues that the use of the same time lag factor for the different types of wetland systems in the HRI mitigation site contradicts the "express direction" of Florida Administrative Code Rule 62-345.600(1)(a). That rule, however, merely contains a qualitative statement of the general comparison of time lags for different wetland systems. It does not require that time lags used for different systems must be different. Wetlands are classified into different community types by the Florida Land Use Cover and Classification System (FLUCCS). Petitioner complains that none of the FLUCCS codes for the ecological communities at the HRI mitigation site match the FLUCCS codes of the wetlands proposed to be impacted by Road Project. Petitioner admits, however, that two of the HRI mitigation areas have similar FLUCCS codes. The two areas with dissimilar wetland types are the upland buffer and existing canal that will be restored to a deep water marsh. However, it was never suggested that these two areas were similar to the impacted wetlands. They are simply areas within the HRI mitigation site that are being restored in conjunction with adjacent forested wetlands to enhance the overall diversity and quality of the resulting ecosystem. The more persuasive and competent evidence in the record indicates that the UMAM scores for the impacted wetlands and the mitigation site were reasonable and that they fairly characterized the proposed HRI mitigation as exceeding in functional value what would be lost as a result of the wetland impacts caused by the Road Project.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the Governing Board of the South Florida Water Management District enter a final order issuing Modification to Environmental Resource Permit No. 49-00121-S-02 to Osceola County and Habitat Restoration, Inc., subject to the general and special conditions set forth in the District's Staff Review Summary. DONE AND ENTERED this 9th day of August, 2006, in Tallahassee, Leon County, Florida. S BRAM D. E. CANTER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 9th day of August, 2006.
The Issue The issue is whether an amendment to Conservation Element policy 6.11.3(3) adopted by Respondent, Bay County (County), by Ordinance No. 09-36 on October 20, 2009, is in compliance.
Findings Of Fact The Parties Diane C. Brown resides and owns property within the County, and she submitted written and oral comments to the County during the adoption process of Ordinance No. 09-36. RMA is a non-profit association with approximately 100 members whose mission is "to ensure that future growth [in the County] is properly managed to maintain the quality and productivity of the local estuarine system." See Petitioners' Ex. 6. The parties have stipulated to the facts necessary to establish that RMA is an affected person. The County is a local government that administers its Comprehensive Plan (Plan). The County adopted the Ordinance that approved the text amendment being challenged here. The Department is the state land planning agency charged with the responsibility for reviewing plan amendments of local governments, such as the County. History and Purpose of the Amendment The County adopted its current Plan in December 1999. Section 163.3191(1), Florida Statutes, requires that every seven years each local government adopt an EAR to "respond to changes in state, regional, and local policies on planning and growth management and changing conditions and trends, to ensure effective intergovernmental coordination, and to identify major issues regarding the community's achievement of its goals." In the spring of 2006, the County began the process of preparing an EAR. On October 17, 2006, it submitted an EAR and Supplement to the Department. On December 21, 2007, the Department found the EAR and Supplement to be sufficient pursuant to section 163.3191(2). See County Ex. 7. After approval of the EAR, section 163.3191(10) requires that the local government "amend its comprehensive plan based on the recommendations in the report." Item 15 in the Recommended Changes portion of the EAR recommended that the Conservation Element be amended in the following respect: "The wetland and surface water buffer requirements should be restructured to recognize site-specific conditions such that pristine systems are afforded greater protection than impacted systems." Petitioners' Ex. 35. A similar recommendation is found in the Issues section of the EAR. Id. To implement these recommendations, the County added a second sentence to subsection (3) of Conservation Element policy 6.11.3. As amended, the subsection now reads as follows: (3) Wetland setbacks will be required as specified in Policy 6.7.4 for development on lots or parcels created after the effective date of this policy. Alternate project design and construction may be permitted in lieu of a required buffer when it can be demonstrated that such alternate design provides equal or greater protections to the wetland or its habitat value. On April 16, 2009, the Local Planning Agency conducted a public hearing and recommended approval of the EAR-based amendments. On May 19, 2009, the Board of County Commissioners (Board) voted to transmit the EAR-based amendments to the Department for its review and comments. On July 31, 2009, the Department issued its Objections, Recommendations, and Comments Report. On October 20, 2009, the Board enacted Ordinance No. 09-36, which adopted the EAR-based amendments, including the amendment to policy 6.11.3(3). See County Ex. 2. On December 15, 2009, the Department issued its Notice of Intent to find the amendments in compliance. See County Ex. 8. Notice of this action was published in the Panama City News-Herald on December 16, 2009. See County Ex. 9. Although section 163.3177(6)(d) requires that the conservation element in a comprehensive plan protect wetlands, nothing in chapter 163 or Department rules requires a local government to adopt buffers. Even so, a 30-foot buffer has been in place since the County adopted its first Plan in 1990. Before it was amended, policy 6.11.3(3) provided that "[w]etland setbacks will be required as specified in Policy 6.7.4 for development on lots or parcels created after the effective date of this policy." Thus, it incorporated by reference the buffer zone requirements established in subsection (6) of policy 6.7.4. That provision reads as follows: (6) No building or structure can be located closer than thirty (30) feet from any DEP wetland jurisdiction line, mean high water line, or ordinary high water line except for piers, docks or similar structures and an attendant ten (10) foot wide cleared path through the wetland for purposes of providing access to such structure, or wet- land crossings required to connect dry, upland parcels. All native vegetation, if any exists, will be preserved within the 30- foot setback area. This requirement, including possible alternatives, may be further addressed in the Land Use Code. In short, this provision (a) requires a 30-foot buffer setback area between structures and DEP jurisdictional wetlands and mean or high water lines; (b) requires the preservation of native vegetation in the setback area; and (c) authorizes a 10-foot wide area to be cleared across the setback area to access the water or a dock. However, pursuant to provisions addressed in the Land Use Code (now renamed the Land Development Regulations (LDRs)), alternative project design and construction may be used in lieu of the required buffers. Except for changing the words "Land Use Code" to "Land Development Regulations," policy 6.7.4(6) was not amended in the EAR process. Therefore, all of its requirements remain in place. To address other "alternatives" to the buffer requirements, in September 2004 the County amended section 1909.3.h of the LDRs to allow alternative project design and construction "in lieu of the required buffer when it can be demonstrated that such alternative method provides protection to the wetland or its habitat value that is equal or greater than the vegetated buffer." Petitioners' Ex. 14, p. 19-11. This regulation authorizes the County Planning Commission, on a case- by-case basis through the site plan and variance process, and subject to final approval by the Board, to reduce the 30-foot buffer provided that the reduced buffer is mitigated based upon site-specific circumstances. The processing of these requests has provided the County with experience in approving buffer modifications through the use of alternative methods that provide "equal or greater" environmental benefits. A small number of variances have been authorized by the County under this process since the adoption of the regulation. See County Ex. 10 and 11; Petitioners' Ex. 15-18. In those cases, the County has granted a variance where, for example, the applicant has chosen to cluster wetland access points, elevate walkways in the buffer, enhance the buffer with vegetation or turf, reduce existing stormwater impacts, use swales, or employ other required mitigation to offset the reduction in the buffer. On the other hand, "numerous" other property owners were advised that, absent "special circumstances," a variance would not be granted because the applicant could not demonstrate that there would be an enhanced environmental benefit by reducing the buffer. Under current Plan provisions, a variance is the only way to modify the buffer requirement. The amendment does not eliminate the minimum 30-foot buffer required by policy 6.7.4(6). See Finding of Fact 10, supra. It does, however, provide the County with greater flexibility in approving requests to modify the required buffers and to consider factors that the current Plan does not address. Even though the function and value of wetlands may vary widely, the current Plan makes no distinction between pristine or impacted wetlands, and it does not allow the County to require a larger buffer for a pristine wetland. Under the new policy, the County may establish buffers based on site-specific conditions that consider factors such as location, wetland quality, surrounding land uses, site habitat, and the presence or absence of listed species. This will enable the County, through alternative design and construction techniques, to preserve higher quality wetlands or vegetation with larger buffers while at the same time reducing the buffer size for impacted wetlands in return for mitigation by the owner. The County will also have the flexibility to establish buffers in non-urban settings based on factors other than just erosion potential. The specific process for approving changes in buffer setbacks under the new policy will be established in the LDRs. However, all LDRs must meet the standard in the policy that the alternative design provides "equal or greater protection to the wetland or its habitat value." Under the process envisioned by the County, when a request is made for a buffer reduction under the new policy, the County will require that an analysis be performed by a qualified professional to justify the need for a buffer reduction. If no alternative to a buffer reduction exists, the owner will be required to have a biotic study prepared indicating the extent to which the encroachment would occur, along with justification for the encroachment. Assuming that justification can be shown, the County will then require some form of mitigation by the owner. The effectiveness of the new policy will be monitored, evaluated, and appraised through the use of geographical information system overlay maps. Finally, members of the public, including Petitioners, will be given access to the process through existing notice requirements for development orders. Petitioners' Objections Petitioners contend that policy 6.11.3(3) is internally inconsistent with Conservation Element objectives 6.7 and 6.11; that it is inconsistent with sections 163.3177(6)(d), (8), and (9)(b), 163.3191(10), and 187.201(9); and that it is inconsistent with Florida Administrative Code rules 9J-5.005(2) and (5) and 9J-5.013(1). The essence of the arguments is that the new policy decreases protection for wetlands, that it conflicts with the specific recommendations in the EAR, and that buffers should be based on studies pertaining to wetland setbacks rather than alternative design and construction. To prevail on these contentions, Petitioners must show that even if there is evidence supporting the propriety of the amendment, no reasonable person would agree that the amendment is in compliance. See Conclusion of Law 28, infra. Data and analysis Petitioners contend that the amendment is not supported by adequate and appropriate data and analysis, that the County did not react appropriately to the data and analyses in the EAR, and that the amendment is therefore inconsistent with rules 9J-5.005(2) and 9J-5.013(1) and section 163.3177(8). The data and analysis in the EAR and Supplement, including the Deer Point Reservoir Hydrologic Study, are incorporated by reference into the Plan. See County Ex. 1, Ch. 1, policy 1.1.4.4. As recommended by the EAR, the County reviewed current published scientific literature relating to wetland and surface water buffers. It also conducted a survey of buffer regulations and setbacks in various jurisdictions in the County and throughout the State. As summarized in the EAR, the data and analysis describe the limitations of wetland buffers, including the existing 30-foot buffer; however, they do not suggest that a larger buffer is necessary. Rather, they support the necessity for flexibility in the application of the existing buffer in order to provide equal or greater protection to pristine wetlands, which is the purpose of the new amendment. Petitioners contend that based on current published literature, the County should have reacted to the data and analysis by adopting a series of specific buffer distances up to 300 meters, depending on the type of habitat and wildlife around the wetlands and streams. While the establishment of larger wetland buffers in the Plan is possible, they are not required by state law or Department rules, and section 163.3184(6)(c) provides that a local government does not have to duplicate or exceed a state agency's permitting program. It is at least fairly debatable that the County reacted to the data and analysis in an appropriate manner by adopting a policy that requires that any request for a deviation from the minimum 30-foot buffer be accompanied by a demonstration that the alternative design will provide at least equal or greater protection to wetlands and their habitat values. Internal Inconsistency with Conservation Element Petitioners next contend that policy 6.11.3(3) violates section 163.3177(9)(b) and rule 9J-5.005(5) because it is internally inconsistent with objectives 6.7 and 6.11. The two objectives were not amended during the EAR process. Petitioners contend that the new policy is internally inconsistent with objective 6.7, which requires that the County "[c]onserve and manage natural resources on a systemwide basis rather than piecemeal." Petitioners' evidence does not establish beyond fair debate that the new policy is internally inconsistent with this objective. Petitioners also contend that the policy is internally inconsistent with objective 6.11, which requires the County to "[p]rotect and conserve wetlands and the natural functions of wetlands." Wetlands vary widely in function and value, and the current one-size-fits-all standard does not adequately address the different values and functions. The new policy provides the County with the flexibility to consider numerous site-specific factors and, when warranted, to establish buffers that vary from the 30-foot standard. The evidence shows that the new policy can also assist with the restoration of degraded natural systems to a functional condition. It is at least fairly debatable that the new policy protects and conserves wetlands and their natural functions. Similarly, the policy does not conflict with rule 9J-5.013 and section 187.201(9), which require or encourage that wetlands and other natural functions of wetlands be preserved, as alleged by Petitioners. Consistency with section 163.3191(10) Petitioners contend that the new policy is inconsistent with section 163.3191(10) because the County failed to "amend its comprehensive plan based on the recommendations in the [EAR] report." As a part of this argument, they also assert that, contrary to recommendations in the EAR, the new policy does not give adequate direction for the LDRs; that it contains none of the recommended site-specific criteria needed to evaluate the alternative design; that it fails to include a defined setback size; and that it does not allow the County to increase the size of a buffer. These arguments are based upon item 15 of the Recommended Changes portion of the EAR, which recommends that the County "restructure" the wetland and surface water buffer requirements "to recognize site-specific conditions such that pristine systems are afforded greater protection than impacted systems." Petitioners' Ex. 35. The new policy does not eliminate the 30-foot buffer. See policy 6.7.4(6)("no building or structure can be located closer than thirty (30) feet from any DEP wetland jurisdiction line, mean high water line, or ordinary high water line"). While the policy allows the required buffer to be modified, an applicant must first demonstrate that the alternative design provides equal or greater protection to the wetland or its habitat value. The policy also provides direction for implementing LDRs by requiring that any adopted LDR adhere to the above standard. Notably, through alternative design, the County may require larger buffers for pristine wetlands, while reducing the buffers for those of lower quality in return for mitigation. This is consistent with the EAR recommendation that the County afford pristine systems greater protection than impacted systems. Petitioners further point out that the new policy is flawed because it does not include every site-specific condition mentioned in the EAR. However, there is no requirement for this level of detail in the Plan, so long as the policy achieves the overall recommendation in the EAR, and it provides adequate standards for implementing LDRs. It is at least fairly debatable that the amendment complies with the requirements of the statute.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Community Affairs enter a final order determining that the amendment to policy 6.11.3(3) adopted by the County by Ordinance No. 09-36 is in compliance. DONE AND ENTERED this 31st day of May, 2011, in Tallahassee, Leon County, Florida. S R. ALEXANDER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 31st day of May, 2011. COPIES FURNISHED: William A. Buzzett, Secretary Department of Community Affairs 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 Deborah K. Kearney, General Counsel Department of Community Affairs 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 Diane C. Brown 241 Twin Lakes Drive Laguna Beach, Florida 32413-1413 Alfred E. Beauchemin 705 Beachcomber Drive Lynn Haven, Florida 32444-3419 Lynette Noor, Esquire Department of Community Affairs 2555 Shumard Oak Boulevard, Suite 325 Tallahassee, Florida 32399-2100 Terrell K. Arline, Esquire Bay County Attorney 840 West 11th Street Panama City, Florida 32401-2336
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following relevant facts are found: Respondent owns real property located in Township 2 North, Range 7 East, Section 32, in Madison County, Florida, that has surface water flowing through it and is encompassed within what is defined as "wetlands." Respondent is in control and possession of the property in question and all work on the property that is material to this proceeding is under the control or direction of the Respondent. There were access roads on the property as early as 1973 as reflected by Respondent's exhibit 2, a 1973 aerial photograph, but the width of the roads or the existence of ditches or culverts cannot be determined from the photograph. Petitioner's exhibit 2, a 1981 aerial photograph, shows the roads still in existence in 1981 but the width of the roads or existence of ditches or culverts cannot be determined from the photograph. Sometime before the Respondent purchased the property and began construction to expand the roads, ditches and culverts were in place; however, there was no evidence as to when the ditches and culverts came to be in place. A 1976 survey of the property reflects 60 foot roads which were to provide access to platted but unrecorded lots. These roads had not been constructed when Respondent purchased the property or began construction to expand the roads. The newly constructed portions of the road indicates an attempt to build the roads in accordance with the 1976 survey. The previously existing roads attempted to follow the natural contour of the land and as a result were not always straight, and only had a negligible effect on the flow or storage of surface water in regard to the property. Sometime around October 1987, Respondent began to rebuild and construct roads on the property by straightening existing curves, removing fill material from adjacent wetlands to widen and heighten the existing roadbed or construct a new roadbed, and to increase the depth and width of existing ditches or dig new ditches. The initial portion of the existing road providing access to the property from the county graded road has been substantially rebuilt with portion of the roadbed being 40 to 43 feet wide. Ditches along this portion of the roadbed have had their width increased up to 14 feet and their depth increased up to 6 and 8 feet. Other portions of the road has been expanded beyond the previously existing roadbed by increasing the width and height of the roadbed. The increased size of the ditches and the expanded roadbed has increased the interception of surface water above that already being intercepted by the previous roadbed and ditches and, as a result, there is an increased amount of surface water impounded or obstructed. The effect is that surface water is removed from Respondent's property at a faster rate than before road construction began and, as a result, sheet flow of surface water is decreased which diminishes the storage of surface water on the property. Although new culverts were installed during road construction, there was insufficient evidence to show that these new culverts were in addition to the culverts already in place or if they replaced old culverts. There was insufficient evidence to show that the new culverts allowed water to flow in a different direction or be removed from the property at a faster rate than before or if they impounded or obstructed surface water more so than before. The previously existing roads had sufficiently served an earlier timber harvest on the property and, by Respondent's own testimony, were sufficient for his ongoing hog and goat operation. The extensive rebuilding and constructing of roads in this case was neither necessary nor a customary practice for construction of farm access roads in this area. Respondent is engaged in the occupation of agriculture in that he has a bona fide hog and goat operation. However, Respondent's silviculture occupation is somewhat limited in that he is presently harvesting the timber but shows no indication of replanting or continuing the forestry operation upon completing the present harvesting operation. The extensive rebuilding and constructing of roads in this case goes beyond what is necessary or is the customary practice in the area for a hog or goat operation or forestry operation such as Respondent's and is inconsistent with this type of agriculture or silviculture occupation. Respondent has never applied for nor received a surface water management permit from the Petitioner even though the Petitioner has informed Respondent that a permit was required for the work being done on his property. The present alteration of the topography of the land by Respondent has obstructed and impounded surface water in such a fashion that the interruption of the sheet flow of surface water has been increased, causing the storage of surface water on the property to be diminished. At the present time, Respondent has been enjoined by the Circuit Court of Madison County, Florida, from any further activity on this project. However, should Respondent be allowed to complete this project, it is evident that the sole and predominant purpose would be to impound and obstruct the sheet flow of surface water and diminish the storage of surface water on the property in question.
Recommendation Having considered the foregoing Findings of Fact, Conclusions of Law, the evidence of record and the candor and demeanor of the witnesses, it is, therefore, RECOMMENDED that the Petitioner, Suwannee River Management District, enter a Final Order requiring Respondent, Norman Leonard, to: (a) remove all unauthorized fill material placed within jurisdictional wetlands and return those areas to predevelopment grades and revegetate with naturally occurring local wetlands species to prevent erosion; (b) back fill excavated swale ditches, return road beds and excavated ditches to predevelopment condition and grades and seed disturbed non-wetland areas with a 50:50 mix of bahia and rye grass and; (c) refrain from any other development until and unless a required permit is obtained for such development. Respectfully submitted and entered this 13th day of February, 1989, in Tallahassee, Leon County, Florida. WILLIAM R. CAVE Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 13th day of February, 1989. APPENDIX TO RECOMMENDED ORDER IN CASE NO. 88-1445 The following constitutes my specific rulings pursuant to Section 120.59(2), Florida Statutes, on all of the Proposed Findings of Fact submitted by the parties in this case. Specific Rulings on Proposed Findings of Fact Submitted by Petitioner 1. Adopted in Finding of Fact 1. 2.-3. Adopted in Finding of Fact 2. 4.-7. Are unnecessary findings for this Recommended Order. Adopted in Finding of Fact 18. Adopted in Finding of Fact 19. Adopted in Finding of Fact 10. Adopted in Finding of Fact 11. Subordinate to the facts actually found in this Recommended Order. Adopted in Finding of Fact 11. Adopted in Finding of Fact 12. Rejected as conclusions of law. Adopted in Findings of Fact 3 and 4. Adopted in Finding of Fact 8. Adopted in Finding of Fact 9. Adopted in Finding of Fact 9. Adopted in Finding of Fact 8. Adopted in Finding of Fact 6. Adopted in Finding of Fact 7. Adopted in Finding of Fact 6. Adopted in Finding of Fact 10. Adopted in Findings of Fact 15 and 17. 26.-29. Adopted in Finding of Fact 12. 30. Adopted in Finding of Fact 13. 31.-32. Subordinate to facts actually found in this Recommended Order. Adopted in Finding of Fact 12. Adopted in Finding of Fact 16. 35.-38. Subordinate to facts actually found in this Recommended Order. 39.-42. Rejected as not being relevant or material. Specific Rulings on Proposed Findings of Fact Submitted by Respondent 1. The first paragraph adopted in Finding of Fact 16. The balance is rejected as a conclusion of law. 2.-3. Rejected as not being relevant or material. Not a finding of fact but a statement of testimony. However, it is subordinate to facts actually found in this Recommended Order. Rejected as not supported by substantial competent evidence in the record. The more credible evidence is contrary to this finding. COPIES FURNISHED: Janice F. Baker, Esquire Post Office Box 1029 Lake City, Florida 32056-1029 Norman Leonard, Pro Se Route 2, Box 172-D Live Oak, Florida 32060 Donald O. Morgan Executive Director Suwannee River Water Management District Route 3, Box 64 Live Oak, Florida Dale H. Twachtmann, Secretary Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400
The Issue The issue is whether an Environmental Resource Permit should be issued to KGB Lake Howell, LLC, authorizing the construction of a surface water management system to serve an apartment complex known as the Estates at Lake Howell in the City of Casselberry, Florida.
Findings Of Fact Based upon all of the evidence, the following findings of fact are determined: Background In this proceeding, Respondent, St. Johns River Water Management District (District), proposes to issue an Environmental Resource Permit to Respondent, KGB Lake Howell, LLC (Applicant), authorizing the construction of a stormwater management system to serve a 240-unit apartment complex known as the Estates of Lake Howell. The project will be located on an undeveloped tract of land in the City of Casselberry (City), Seminole County, Florida, just north of the Orange County line. It will include ten three-story buildings, parking, clubhouse/ administration building, amenity complex, and wet detention pond. The project also incorporates a 3.62-acre stormwater pond, now owned and used by Seminole County (County), lying east of Lake Ann Lane across from the project site, which was included in the overall acreage calculations for the purpose of increasing apartment density on the site. The Applicant has authorization from the County to apply for the permit incorporating that tract of land. The pond will continue to function as a stormwater facility for the County and will not accommodate stormwater from the project site. The project site consists of 38.9 acres located on the north side of Howell Branch Road, east of State Road 436 (also known as Semoran Boulevard), and west of Lake Ann Lane in the City. The site is currently undeveloped and includes an abandoned orange grove and upland pine flatwoods community, which make up approximately 14.6 acres, while the remaining 24.3 acres is a mixed forested wetland system. The property is now owned by the Harold Kasik Living Trust (Kasik property), which has a contract for purchase with the Applicant. The Kasik property is in the shape of a rectangle, 648 feet by 2,530 feet, with its long sides running north- south. It is bordered on the north and east by single-family residential and vacant land, to the south by commercial development, and to the west by high-density residential and commercial development. The property has a high elevation of approximately 83 feet on its southeastern corner and falls to the north/northeast, where the edge of the wetland system is at an elevation of 63 or 64 feet. The major development constraint on the site is the large wetland tract on the northern portion of the property. In order to minimize proposed impacts to the wetlands, the Applicant proposed the transfer of the development entitlements from the County land to benefit the Applicant's property. More specifically, the Applicant will acquire the County property, the Applicant will simultaneously grant a perpetual drainage easement over the property to the County, the Applicant will maintain the landscaping of the property in perpetuity, the Applicant will convey around five acres of wetlands on the northern end of the Kasik property to the County in fee simple, and the City will allow the transfer of development rights from the property. The project will adversely impact 0.99 acres of low- quality wetlands, of which 0.72 acres are to be dredged and 0.27 acres are to be filled to provide the fencing around the wet detention facility. To offset this impact, the Applicant proposes to preserve 17.8 acres of forested wetlands, plus 1.2 acres of forested uplands, or a mitigation ratio of 18:1. The District's guidelines for preservation mitigation applicable to this project are 10:1 to 60:1 for wetland impacts and 3:1 to 20:1 for upland impacts; thus, the mitigation plan falls within these guidelines. Under current conditions, stormwater runoff from the project site sheet flows into the on-site wetland and ultimately Lake Howell (the Lake), a Class III water body which meets all applicable water quality standards and is not an Outstanding Florida Water. After development occurs, stormwater from the developed portions of the property will be conveyed to a wet detention pond for required water quality treatment and peak discharge rate attenuation. After treatment in the detention pond, the water will discharge to the on-site wetland, as it does now, and eventually will be conveyed into the Lake. Off-site flows will continue to be conveyed into the on-site wetland. The wet detention pond, which has a minimum depth of twelve feet and a permanent pool of water with a mean depth of two to eight feet, has been designed to accommodate a 25-year, 24-hour storm. Post-development discharge will be less than pre-development, and the outfall structure has been designed to avoid channelization in the wetlands after the point of discharge. Since at least the late 1940's, Petitioner, Shirley Haynes, or her relatives, have owned, or resided on, a multi-acre tract of land just north of the project site at 2764 Lake Howell Lane. She has substantial frontage on the south side of the Lake. The southern portion of her property, which are wetlands, adjoins the northern boundary of the project site. For the past three years, Petitioner, Egerton van den Berg, has resided on a ten-acre tract of land at 1245 Howell Point, which is northeast of the project site. He has approximately 235 feet of frontage on the south side of the Lake. As argued in their Proposed Recommended Order, Petitioners generally contend that the application is "materially deficient" in several respects in violation of Rule 40C-4.101; that the Applicant has failed to satisfy Rule 40C-4.301(1)(c) and (d), which in turn constitutes a failure to meet the requirements of Rule 40C-4.302(1)(a)-(c); that the Applicant failed to satisfy the criteria in Sections 12.2.3(a)-(f), 12.2.1, 12.2.1.1, 12.2.1.3, 12.2.2.3(a)-(e), 12.2.2.4(a) and (b), 12.3.2.2(c), and 12.3.8(a) of the Applicant's Handbook: Management and Storage of Surface Waters (Applicant's Handbook); that the District did not adequately consider the cumulative impacts of the project as required by Section 373.414(8)(a), Florida Statutes; that a low flow analysis of the Lake was not performed, as required by Rule 40C-8.011(5); that the Applicant did not submit detailed mitigation plans as required by Section 12.3.3.2 of the Applicant's Handbook; that the 18:1 ratio for mitigation proposed by the Applicant is inappropriate; and that the District should not approve the density of the apartments established by the City. These concerns, to the extent they have been identified as issues in the parties' Pre-Hearing Stipulation, are addressed in the findings below. Where contentions have been raised by Petitioners, such as the placement of the detention pond over a depressional area, and they have not been argued in the Proposed Recommended Order, they have been deemed to be abandoned. Conditions for issuance of permits Rule 40C-4.301(1)(a)-(k), Florida Administrative Code, specifies eleven substantive requirements for which reasonable assurance must be given in order for a standard permit to be issued. Subsection (3) of the same Rule provides that the standards and criteria contained in the Applicant's Handbook shall determine whether the foregoing reasonable assurances have been given. Additional conditions for the issuance of a permit are found in Rule 40C-4.302(1) when the project, or any part of it, is located in, on, or over wetlands or other surface waters. Therefore, because a part of the Applicant's system will be located in wetlands, the Applicant must also give reasonable assurance that the project will not be contrary to the public interest, and that it will not cause unacceptable cumulative impacts upon the wetlands or surface waters. a. Rule 40C-4.301 Paragraphs (a)-(c) of the Rule require that an applicant provide reasonable assurance that the project will not cause adverse water quantity impacts to receiving waters and adjacent lands, adverse flooding to on-site or off-site property, or adverse impacts to existing surface water storage and conveyance capabilities. If a system meets the requirements of Section 10.2.1(a) through (d) of the Applicant's Handbook, there is a presumption that the system complies with the requirements of Paragraphs (a) through (c). This presumption has been met since the evidence supports a finding that the post- development peak rate of discharge will be lower than the pre- development peak rate of discharge for a 24-hour, 25-year storm event. Therefore, the Applicant's system meets the requirements of these Paragraphs. Paragraph (d) of the Rule requires that an applicant give reasonable assurance that the project "will not adversely impact the value of functions provided to fish and wildlife and listed species by wetlands and other surface waters." To satisfy this requirement, an applicant must also demonstrate compliance with the two-prong test in Sections 12.2.2 and 12.2.2.4 of the Applicant's Handbook. Section 12.2.2 requires that an applicant provide reasonable assurance that a regulated activity will not impact the values of wetlands and other surface water functions so as to cause adverse impacts to the abundance, diversity, and habitat of fish, wildlife, and listed species. In its proposal, the Applicant proposes to fill a total of 0.99 acres of wetlands. Since these impacts will eliminate the ability of the filled part of the on-site wetland to provide functions to fish and wildlife, the filling will cause adverse impacts. Under these circumstances, Section 12.2.1.1 requires that the Applicant either implement practicable design modifications to reduce or eliminate these adverse impacts or meet one of the exceptions under Section 12.2.1.2. Under Section 12.2.1.1, a proposed modification which is not technically capable of being done, is not economically viable, or which adversely affects public safety through the endangerment of lives or property is not considered practicable. The Applicant’s design for the proposed project went through a number of iterations prior to submittal to the District to reduce adverse impacts to the wetlands. During the permitting process, the District requested that the Applicant consider a number of other suggestions to reduce or eliminate the adverse impacts to wetlands such as adding a fourth floor to the apartment buildings to eliminate the need for one apartment building, building a parking garage for the tenants, and eliminating the tennis and volleyball courts. Because the Applicant provided detailed reasons why none of those suggestions were practicable, it was not required to implement any of those design modifications. In addition, the Applicant’s decision not to include a littoral zone around the stormwater pond did not increase the amount of wetland impacts as that engineering decision resulted in a stormwater pond that was simply deeper and not wider. Therefore, the Applicant has met the requirement to reduce or eliminate adverse wetland impacts. Section 12.2.1.1 only requires an elimination and reduction analysis when: (1) a proposed system will result in adverse impacts to wetland functions and other surface water functions so that it does not meet the requirements of Sections 12.2.2 through 12.2.3.7, or (2) neither one of the two exceptions within Section 12.2.1.2 applies. In determining whether one of the two exceptions in Section 12.2.1.2 applies, the District must evaluate the long- term ecological value of the mitigation proposed by the Applicant. If the mitigation is not adequate to offset the adverse impacts of the proposed system, then it is unlikely either exception in Section 12.2.1.2 will apply. As noted above, the Applicant’s proposed dredging and filling of the southern edge of the wetlands on the project site will eliminate the ability of that wetland area to provide functions to fish and wildlife. However, the Applicant’s mitigation plan of placing 17.8 acres of wetlands and 1.2 acres of uplands under a conservation easement to preserve that property in its natural state in perpetuity will fully replace the types of functions that the part of the wetlands proposed to be impacted provides to fish and wildlife. The mitigation plan will also offset the adverse impacts that this project will have on the value and functions provided to fish and wildlife by the impacted part of the wetlands. In this case, the first exception under Section 12.2.1.2(a) applies as it meets that Section's two requirements: the ecological value of the functions provided by the area of wetland to be adversely affected is low, and the proposed mitigation will provide greater long-term ecological value than the area or wetland to be adversely affected. Also, the quality of the wetland to be impacted is low. All of the proposed impacts will occur in the area of the wetland that was historically disturbed and in which nuisance and exotic species are prevalent. Due to nuisance and exotic vegetation, the ecological value provided by that area to wildlife is low. The mitigation for the proposed project will provide greater long-term ecological value to fish and wildlife than the part of the wetland proposed to be impacted because the proposed mitigation will preserve eighteen times more wetlands that are of higher quality and provide greater value than the wetland area to be impacted. The type of wetland to be preserved, a mixed forested wetland containing hardwoods, is rare for the area. Although the mitigation plan will provide greater long-term ecological value to fish and wildlife than the part of the wetland proposed to be impacted, the Applicant did not meet the second exception in the elimination and reduction rule under Section 12.2.1.2(b) because the wetlands to be preserved are not regionally significant. In addition to meeting the elimination and reduction rule through implementation of practicable design modifications, the Applicant also satisfied the same rule by meeting the first exception found in Section 12.2.1.2(a). Thus, the Applicant has satisfied Section 12.2.2, which is the first prong of the test to determine compliance with Paragraph (d). The second prong of the test to determine whether Paragraph (d) of the Rule has been satisfied is found in Section 12.2.2.4. That Section requires that an applicant give reasonable assurance that the activity will not change the hydroperiod of a wetland so as to affect wetland functions. For the following reasons, that prong of the test has been satisfied. Since the wetlands are primarily groundwater-influenced, the construction of the stormwater pond between the project and the wetlands will not adversely affect the wetlands. As the soils surrounding the pond are very porous with a high infiltration and percolation rate, water from the stormwater pond will still reach the wetlands through lateral seepage. Further, the Applicant will install an energy dissipating device on the outfall spout at the point of discharge so that water will be spread out from the stormwater pond as it discharges into the receiving wetlands. As noted earlier, this will prevent an adverse channelization effect. Finally, stormwater runoff from the surrounding basins that currently discharge into the wetlands will not be affected by the construction of the stormwater system. That runoff will continue to flow into the wetlands on the project site. Because the Applicant has satisfied Sections 12.2.2 and 12.2.2.4, Paragraph (d) of the Rule has been met. Paragraph (e) of the Rule generally requires that an applicant provide reasonable assurance that a project will not adversely affect the quality of receiving waters. Here, the Applicant has provided such assurance. This is because the system has been designed in accordance with all relevant District criteria. Also, the Applicant has proposed to revise Permit Condition 26 as follows: Condition 26. This permit authorizes construction and operation of a surface water management system as shown on the plans received by the District on June 14, 2001, and as amended by plan sheet C4 (Sheet 07 of 207) received by the District on January 23, 2002. In view of this revision, the Applicant's wet detention system complies with all of the design criteria contained in Rule 40C-42.026(4). Under Rule 40C-42.023(2)(a), compliance with the design criteria contained in Rule 40C-42.026 creates a presumption that state water quality standards, including those for Outstanding Florida Waters, will be met. This presumption has not been rebutted; therefore, the requirements of Paragraph (e) of the Rule have been satisfied. Further, Sections 12.2.4.1 and 12.2.4.2 state, in part, that reasonable assurance regarding water quality must be provided both for the short term and the long term, addressing the proposed construction, alteration, operation, maintenance, removal, and abandonment of the system. The Applicant has provided reasonable assurance that this requirement is met through the design of its surface water management system, its long-term maintenance plan for the system, and the long and short-term erosion and turbidity control measures it proposes. If issued, the permit will require that the surface water management system be constructed and operated in accordance with the plans approved by the District. The permit will also require that the proposed erosion and turbidity control measures be implemented. Section 12.2.4.5 does not apply because there are no exceedances of any water quality standards at the proposed receiving water. Also, Sections 12.2.4.3 and 12.2.4.4 do not apply because the Applicant has not proposed any docking facilities or temporary mixing zones. Paragraph (f) of the Rule requires that an applicant not cause adverse secondary impacts to the water resources. Compliance with this requirement is determined by applying the four-part test in Section 12.2.7(a) through (d). As to Section 12.2.7(a), there are no secondary impacts from construction, alteration, and intended or reasonably expected uses of the proposed system that will cause water quality violations or adverse impacts to the wetland functions. The Applicant chose not to provide buffers abutting the wetlands but rather chose measures other than buffers to meet this requirement. The Applicant has provided reasonable assurance that secondary impacts will not occur by placing the stormwater pond between the planned project and the wetlands, so that the pond itself will serve as a buffer by shielding the wetland from the lighting and noise of the project, and by acting as a barrier to keep domestic animals out of the wetlands. In addition, the Applicant increased the amount of property to be preserved as mitigation by adding 2.97 acres of wetlands and 1.2 acres of uplands to the mitigation plan to mitigate for any remaining secondary impacts. Accordingly, the first part of the secondary impacts test in Section 12.2.7(a) is satisfied. As to Section 12.2.7(b), because there is no evidence that any aquatic or wetland-dependent listed animal species use uplands for existing nesting or denning adjacent to the project, the second part of the test has been met. No adverse secondary impacts will occur under the third part of the test in Section 12.2.7(c) because the proposed project will not cause impacts to significant historical or archaeological resources. Finally, adverse secondary impacts as proscribed by Section 12.2.7(d) will not occur because no evidence was presented that there would be additional phases or expansion of the proposed system or that there are any onsite or offsite activities that are closely or causally linked to the proposed system. Therefore, the proposed project satisfies Paragraph (f) of the Rule. Paragraph (g) of the Rule requires that an applicant provide reasonable assurance that a project will not adversely impact the maintenance of surface or ground water levels or surface water flows established in Chapter 40C-8. Minimum (but not maximum) surface water levels have been established for the Lake pursuant to Chapter 40C-8 for the basin in which the project is located. The project will not cause a decrease of water to, or cause a new withdrawal of water from, the Lake. Therefore, the project satisfies this requirement. Finally, Petitioners have acknowledged in their Proposed Recommended Order that the Applicant has given reasonable assurance that the requirements of Paragraphs (h), (i), (j), and (k) have been met. The parties have also stipulated that the receiving water (Lake Howell) meets all Class III water quality standards. Therefore, the project satisfies the requirements of Subsection 40C-4.301(2). Rule 40C-4.302 - Public Interest Test Under Rule 40C-4.302(1)(a)1.-7., an applicant must provide reasonable assurance that the parts of its surface water management system located in, on, or over wetlands are not contrary to the public interest. Similar requirements are found in Section 12.2.3. The Applicant has provided reasonable assurance that the parts of the project that are located in, on, or over wetlands (mainly the detention pond and fill) are not contrary to the public interest, because the evidence showed that all seven of the public interest factors to be balanced are neutral. Because the proposed permanent mitigation will offset the project’s adverse impacts to wetlands, no adverse effects to the conservation of fish and wildlife due to the project’s permanent nature will occur. The evidence also showed that best management practices and erosion control measures will ensure that the project will not result in harmful erosion or shoaling. Further, it was demonstrated that the project will not adversely affect the flow of water, navigation, significant historical or archaeological resources, recreational or fishing values, marine productivity, or the public health, safety, welfare or property of others. Finally, the evidence showed that the project’s design, including permanent mitigation, will maintain the current condition and relative value of functions performed by parts of the wetland proposed to be impacted. Therefore, the project meets the public interest criteria found in Rule 40C-4.302(1)(a). Rule 40C-4.302(1)(b) - Cumulative Impacts Rule 40C-4.302(1)(b) and Section 12.2.8 require that an applicant demonstrate that its project will not cause unacceptable cumulative impacts upon wetlands and other surface waters within the same drainage basin as the regulated activity for which the permit is being sought. Under this requirement, if an applicant proposes to mitigate the adverse impacts to wetlands within the same drainage basin as the impacts, and if the mitigation fully offsets these impacts, the District will consider the regulated activity to have no unacceptable cumulative impacts upon wetlands and other surface waters. The Applicant has chosen to mitigate for the impacts to 0.99 acres of wetlands by preserving 17.8 acres of wetlands and 1.2 acres of uplands on-site. Since this mitigation will occur in the same drainage basin as the impacts and the mitigation fully offsets those impacts, the Applicant satisfies the requirements of the Rule. Rule 40C-4.302 - Other Requirements The parties have stipulated that the requirements of Paragraphs (c) and (d) of Rule 40C-4.302(1) do not apply. There is no evidence that the Applicant has violated any District rules or that it has been the subject of prior disciplinary action. Therefore, the requirements of Subsection (2) of the Rule have been met. Miscellaneous Matters County Pond Site The Seminole County pond site located on the east side of Lake Ann Lane and across the street from the project is not a jurisdictional wetland and does not have any wetland indicators. It is classified as an upland cut surface water. The Applicant is not proposing to impact any wetlands at the pond site, and the site is not part of the proposed mitigation plan for the project. The permit in issue here is not dependent on the pond site, and nothing in the application ties the project with that site. Indeed, the transfer of density rights from the County property is not relevant to the District permitting criteria. Review of Application When the decision to issue the permit was made, the District had received all necessary information from the Applicant to make a determination that the project met the District's permitting criteria. While certain information may have been omitted from the original application, these items were either immaterial or were not essential to the permitting decision. The application complies with all District permitting criteria. Contrary to Petitioners' contention, the Applicant does not have to be the contract purchaser for property in order to submit an application for that property. Rather, the District may review a permit application upon receipt of information that the applicant has received authorization from the current owners of the property to apply for a permit. In this case, the Applicant has the permission of the current owners (the Harold Kasik Living Trust).
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the St. Johns River Water Management District enter a final order granting the requested permit as described above. DONE AND ENTERED this 29th day of March, 2002, in Tallahassee, Leon County, Florida. ___________________________________ DONALD R. ALEXANDER 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 29th day of March, 2002. COPIES FURNISHED: Kirby B. Green, III, Executive Director St. Johns River Water Management District Post Office Box 1429 Palatka, Florida 32178-1429 Shirley B. Haynes 2764 Lake Howell Road Winter Park, Florida 32792-5725 Egerton K. van den Berg 1245 Howell Point Winter Park, Florida 32792-5706 Charles A. Lobdell, III, Esquire St. Johns River Water Management District Post Office Box 1429 Palatka, Florida 32178-1429 Meredith A. Harper, Esquire Shutts & Bowen Post Office Box 4956 Orlando, Florida 32802-4956
The Issue The issue is whether Respondent, John Jozsa, should have a $6,000.00 administrative penalty imposed, take corrective action, and pay investigative costs for allegedly dredging 0.91 acres of wetlands and filling 0.52 acres of wetlands without a permit on his property located in unincorporated Sumter County, Florida, as alleged in a Notice of Violation, Orders for Corrective Action, and Administrative Penalty Assessment (Notice) issued by Petitioner, Department of Environmental Protection (Department), on March 13, 2008.
Findings Of Fact Based upon all of the evidence, the following findings of fact are determined: The charges Respondent owns an approximate 4.5-acre parcel of land located at 1978 County Road 652A in unincorporated Sumter County, Florida. The parcel identification number is N29A003. The property is generally located east of Interstate 75, west of U.S. Highway 301, and just south of the City of Bushnell. According to aerial photographs, County Road 652A appears to begin at U.S Highway 301 and runs in a westerly direction where it forms the southern boundary of Respondent's parcel and terminates a short distance later. Southwest 80th Street also runs west from U.S. Highway 301 and forms the northern boundary of the property, while Southwest 20th Terrace runs in a north- south direction adjacent to its western boundary. Respondent purchased the parcel on September 27, 1993, and constructed a home on the site several years later. The property is contiguous to Mud Lake, a Class III waterbody lying to the southeast of Respondent's property. According to Respondent's Exhibit 2.b., at least a portion of the property is in the Federal Emergency Management Agency's (FEMA's) 100-year flood zone. While conducting a site inspection near Respondent's property on September 27, 2006, Brian Brown, an Environmental Specialist III in the Department's Tampa District Office, heard "heavy equipment" operating nearby and drove to Respondent's home. There he observed a "tracked vehicle" resembling a bulldozer "knocking down trees" and grading an area that appeared to be wetlands. Mr. Brown took photographs of the cleared land and the tracked vehicle to confirm his observations. See Department's Exhibits 2a. through d. At hearing, Respondent acknowledged that he had borrowed the equipment from a friend, Leo, to "level and smooth" the "uplands" and "other areas." After returning to his office, Mr. Brown first confirmed through information from the Sumter County Appraiser's Office that Respondent owned the property in question. He then reviewed aerial photographs of Respondent's property taken in 1993, 1997, 2002, and 2006 to determine the condition of the property in earlier years. These photographs reflected that before 2006, the parcel had no large cleared area like the one that he had observed on the northern half of the property. Mr. Brown also studied a soil survey of the area to determine the type of soils on Respondent's property, and he reviewed the Florida Wetlands Delineation Manual which is used to determine if property is wetlands or uplands. Finally, information in the Department's database revealed that Respondent had not applied for a permit to conduct the observed activities. Based on this preliminary information, Mr. Brown generated a request for a formal inspection of Respondent's property by filling out a complaint form. (Respondent continues to believe that Mr. Brown was not conducting a "routine" inspection in the area but rather was in the area because a neighbor had filed a complaint; however, the complaint was triggered by Mr. Brown, who filed a complaint form himself based on the observations he made on September 27, 2006.) Mr. Brown then contacted Respondent by letter to set up a date on which the property could be formally inspected to verify "that Wetlands and or Surface Waters of the State are not being impacted." In response to Mr. Brown's letter, Respondent advised the Department that it could inspect his property. Around 1:30 p.m. on November 14, 2006, Mr. Brown and Lee W. Hughes, another Department employee, inspected Respondent's property to determine whether Respondent's activities were conducted within wetlands and to what extent wetlands were impacted. Respondent was present during the inspection. The employees' observations are memorialized in photographs received in evidence as Department's Exhibits 11A through 11N. The two observed a "large" area north of Respondent's home that had been totally cleared and deforested. The center of the cleared property had been dredged or scraped to create a pond-like area several feet lower than the adjoining land, while the soils removed from the pond-like area had been used to create sculptured white side-casting perhaps ten inches high on the edges of the pond, filling additional wetlands. However, the pond was empty because of drought conditions. The Department's inspection revealed that the cleared area was wetlands because of the presence of various plant species which are indicative of wetlands, including Swamp Tupelo, Red Maple, American Elm, Swamp Dogwood, Dahoon Holly, Buttonbush, Swamp Laurel Oak, Carolina Willow, Elderberry, Soft Rush, Smartweed, and Dayflower. Also, there were hydrologic indicators such as water stain lines, elevated lichen lines, and hypertrophied lenticels. Finally, there were hydric soils found on the property. This was confirmed by ground-truthing (an on- site evaluation of the wetlands and their parameters to verify the on-site conditions), which revealed dark top soil at least four inches thick and the presence of muck. Collectively, these indicators are sufficient to make a finding that the impacted area was wetlands. See Fla. Admin. Code R. 62-340.200 and Department's Exhibit 9. The fact that the "home-site ha[d] [not] been delineated [as wetlands] by any other governmental agency," as asserted by Respondent in his Proposed Recommended Order, is not dispositive of the issue. Respondent's assertion that no dredged materials were taken off-site, and no fill was brought onto the property, was not challenged. A second inspection was conducted by Mr. Brown and Lindsay L. Brock, then a Department employee, on December 19, 2006, for the purpose of mapping the actual size of the impacted area with Global Positioning Satellite (GPS) equipment.6 The second inspection was necessary since the Department's GPS equipment was inoperative during the first inspection. Based on Ms. Brock's GPS calculations, which have been received in evidence as Department's Exhibit 19, the Department determined that the total area dredged was 0.91 acres, while the filled area was 0.52 acres. The total impacted area was 1.4 acres of wetlands. This amount was calculated by measuring the size of the pond, 0.91 acres, with the side-casting accounting for the remaining 0.52 acres. During the inspection, the area was also photographed a second time, and these photographs have been received in evidence as Department's Exhibits 12A through 12K. An Enforcement Inspection Report (Report) was later prepared by Mr. Brown summarizing the findings of the two inspections. That Report has been received in evidence as Department's Exhibit 10 and Respondent's Exhibit 1.e. At hearing, Mr. Brown reaffirmed that the findings in the Report were correct. Specifically, the wetlands in the disturbed area were characterized as having a dominance of Obligate and Facultative Wet species and numerous hydrologic indicators, as well as soils typically found in wetlands. A jurisdictional determination established that the impacted property was wetlands; that there were adverse impacts caused by the violations, i.e., impacts described in Sections 3.2.3.2, 3.2.3.3, 3.2.3.4(a), and 3.2.3.7 of the Basis of Review of the Southwest Florida Water Management District; and that there were cumulative and secondary impacts associated with the violations, i.e., the actual loss of 1.4 acres of forested hardwood wetlands (Gum Swamp-613), habitat loss, the alteration in the normal flow of detrital material to Mud Lake, and the reduction in the system's ability to cycle and control nutrient and pollutant levels. Because the impacted lands were wetlands, a permit is required in order to perform any dredging and filling. See Fla. Admin. Code 62-343.050. The Report recommended that a Notice be issued. On February 13, 2007, the Department's Tampa District Office sent Respondent a Warning Letter advising him "of possible violations of law for which [he] may be responsible, and to seek [his] cooperation in resolving the matter." Department's Exhibit 22 and Respondent's Exhibit 1.h. The letter also requested that Respondent meet with Mr. Brown to discuss the alleged violations. A meeting was held at the District Office on March 12, 2007, but efforts to resolve the matter were unsuccessful. During the informal discussions between the parties, and prior to the issuance of a Notice, Respondent requested an exemption under Section 373.406(1) and (6), Florida Statutes.7 The first subsection provides that no Department rule, regulation, or order affects the right of any person to capture, discharge, and use water "for purposes permitted by law." The second subsection provides that the Department may exempt "those activities that the . . . department determines will have only minimal or insignificant individual or cumulative adverse impacts on the water resources of the district." At hearing, Mr. Brown indicated that he did not respond to the exemption request because Respondent did not qualify. This is because dredging and filling of wetlands is not "permitted by law" without first obtaining a permit, and because, for the reasons cited in its Report, the Department construed the activities as having more than "minimal or insignificant" impacts. Given these circumstances, the statutory exemptions do not apply. The Notice was not issued until a year later on March 13, 2008. The reason for the delay is not of record. Besides contending that Mr. Brown's testimony was not credible, through examination of witnesses and the submission of various exhibits, Respondent raised numerous points to support his contentions that (a) the property is not wetlands, (b) no dredging or filling occurred, and (c) the activities are exempt from Department permitting requirements under several statutes.8 He also argued that the Department's decision to initiate an enforcement action against him was flawed or biased. The latter argument has been considered and rejected. Respondent first asserts that the wetlands on his property were already stressed and in bad condition, and that clearing the area and replanting vegetation in and around the pond area created a healthier environment for the vegetation and plants. While Mr. Brown conceded that the wetlands may have been stressed, that in itself does not cause the impacted property to lose its wetlands character, and a permit to dredge and fill the site is still required. Respondent also pointed out that the impacted area was dry before and after the activities occurred, and therefore the wetlands determination was incorrect. He further points out that the Department's representatives agreed that no water or moisture on the ground surface were observed during their two inspections. Given the number of wetland indicators found on the site even during drought conditions, the argument that the property is not wetlands has been rejected. See Finding of Fact 6, supra. Respondent also argued that an authoritative source (Hydric Soils of Florida Handbook) indicates that the soils in that area of the County are not the type typically found on wetlands. Specifically, the predominant soil on his property is identified as "Kanapaha sand, bouldery subsurface (25)," which is not considered a hydric soil. Mr. Brown explained, however, that notwithstanding what another source may state, it is necessary to verify the type of soil by performing field tests at the site. Ground-truthing performed during the first inspection confirmed the presence of soils typically found in wetlands. See Finding of Fact 7, supra. Respondent also questioned the accuracy of the Department's Exhibit 18, which is an aerial of Respondent's property created by Mr. Brown in February 2008 depicting a pond filled with water in the middle of the cleared area. Respondent contended that the map could not be accurate since the pond area was dry in February 2008 due to drought conditions. In response to this criticism, Mr. Brown noted that the map was not supposed to represent an actual aerial photograph taken in 2008. Rather, it was created for the purpose of superimposing on the property the pond-like area (with water added) observed during the 2006 inspections and was intended only to demonstrate the pond's size in relation to the size of the entire parcel. The exhibit was not tendered for the purpose of proving that the dredging and filling had occurred. Through examination of Mr. Brown, Respondent attempted to show that he qualified for a stormwater exemption under Section 403.813(2)(q), Florida Statutes, on the theory that his activities fell within the purview of that law. The statute exempts from permitting requirements the construction, operation, and maintenance of a stormwater management facility which is designed to "serve single-family residential projects, including duplexes, triplexes, and quadruplexes, if they are less than 10 acres total land and have less than 2 acres of impervious surface and if the facilities" satisfy three conditions. One condition is that the facility must "discharge into a stormwater discharge facility exempted or permitted by the department under this chapter which has sufficient capacity and treatment capability as specified in this chapter and is owned, maintained, or operated by a city, county, special district with drainage responsibility, or water management district . . . ." Id. Therefore, even if the pond-like area could be characterized as a stormwater facility, Respondent still does not meet the requirements of the statute since his "facility" does not discharge into another exempt or permitted facility as defined in the statute. In this case, the waters eventually discharge into Mud Lake, which was not shown to be an exempt or permitted stormwater facility. Respondent also questioned the manner in which the Department calculated the size of the impacted area for purposes of assessing an administrative penalty. See Department's Exhibit 21 and Respondent's Exhibit 1.j., in which penalties are assessed based on the dredged and filled areas each being "greater than one-half acre but less than or equal to one acre." Specifically, he argues that the combined dredged and filled areas exceed one acre in size, and under the terms of Section 403.121(3)(c), Florida Statutes, the administrative penalty schedule in the cited statute does not apply. To support this contention, Respondent noted that in responding to discovery, the Department acknowledged that the total impacted area was 1.4 acres. Section 403.121(3)(c), Florida Statutes, provides in relevant part that "the administrative penalty schedule shall not apply to a dredge and fill violation if the area dredged or filled exceeds one acre." In assessing penalties under the statute, the Department considers the dredging and filling as two separate violations. See Counts I and II, Notice. Therefore, it did not combine the two impacted areas for purposes of calculating a penalty under the administrative penalty schedule. While the statute is inartfully drawn and is arguably susceptible to more than one interpretation, the Department's interpretation is a reasonable and permissible one, and its computation is hereby accepted. (If Respondent's construction of the statute was approved, and the two impacted areas were combined, this would not mean that the Department could not assess a penalty. Rather, it appears the Department would then have the choice of (a) filing an action in circuit court seeking the imposition of civil (rather than administrative) penalties, or (b) assessing an administrative penalty under Section 403.121(9), Florida Statutes, which did not exceed $5,000.00 per violation or $10,000.00 for all violations.) Respondent also contended that he was simply performing landscaping and gardening activities with a tracked vehicle, and that no "excavation" within the meaning of Section 373.403(13), Florida Statutes, occurred. That statute defines dredging as "excavation, by any means, in surface waters or wetlands."9 On the other hand, "filling" is defined in Section 373.403(14), Florida Statutes, as "the deposition, by any means, of materials in surface waters or wetlands." On this issue, the evidence shows that Respondent used a tracked vehicle to remove, scrape, and/or push soils from the wetlands to create the pond-like area and then deposited those materials in other wetlands around the sides of the pond to create the side casting. This activity constituted dredging and filling, as defined above. The remaining arguments of Respondent have been carefully considered and rejected. The preponderance of the evidence supports a finding that Respondent engaged in dredging and filling in wetlands without a permit, as alleged in the Notice, and that the charges have been sustained. Mitigation In its Proposed Final Order, the Department contends that Respondent presented no mitigation and therefore the administrative penalties should not be reduced. Mitigating circumstances include, among other things, "good faith efforts [by the violator] to comply prior to or after discovery of the violations by the department." § 403.121(10), Fla. Stat. After the area was dredged and filled, Respondent replanted some trees and plants while landscaping his back yard. Also, prior to hearing, he engaged the services of two experts to prepare an evaluation of the charges in the Notice, inspect the property, and submit suggested corrective actions for restoring the impacted area to its original condition. Although the two experts did not appear at hearing, they did render reports which contained proposed corrective actions, and their work should arguably be construed as a good faith effort by Respondent to comply with the Department's requirement that the property be restored to its original condition. Corrective Actions The Department has proposed extremely lengthy and detailed corrective actions which are contained in paragraphs 17 through 31 of the Notice and are designed to restore the property to its original condition. (Presumably, these are standard corrective actions imposed in cases such as this for restoring dredged and filled wetlands.) At hearing, Mr. Brown described the nature and purpose of these conditions, which can generally be summarized as (a) requiring that the entire 1.43-acre area be filled and/or regraded to its original contour elevation so that the replanting efforts will be successful, and (b) requiring a rigorous replanting and five-year monitoring schedule. Paragraphs 17 through 31 are set forth below: Respondents [sic] shall forthwith comply with all Department rules regarding dredging and filling within a surface water or wetland. Respondent shall correct and redress all violations in the time periods required below and shall comply with all applicable rules in Fla. Admin. Code Chapter 62-343 and 62-340. Within 30 days of the effective date of this Notice of Violation, the Respondent shall attend a pre-construction conference with a representative of the Department's Environmental Resources staff to review the work authorized by this Notice of Violation. Prior to the commencement of any earthmoving authorized in this Notice of Violation, the Respondent shall properly install and maintain Erosion and Sedimentation Control devices around the impacted area to prevent siltation and turbid discharge in to adjacent wetlands and surface waters (See Figure 2 attached hereto and incorporated herein). The Erosion and Sedimentation Control devices (i.e. staked silt screen) shall be installed no further than one-foot from the toe of the impacted area and shall remain in place until the restoration actions are completed to the Department's satisfaction. The Respondent shall re-grade the approximate 1.43 acres of impacted wetland to a grade consistent with the adjacent, unaltered wetlands, as illustrated in Figures 1 and 2 attached hereto and incorporated herein. (a) Only fill material excavated from the impacted area shall be used in the restoration of the site. If it is determined that there is an insufficient amount of the fill to obtain the required grade, the Respondent shall cease all work and notify the Department so an alternative restoration plan can be developed, if necessary. During and after re-grading, Respondent shall stabilize all side slopes as soon as possible to prevent erosion, siltation, or turbid run-off into waters of the State, but, in any event, no later than 72 hours after attaining final grade. Any re-grading or filling of the restoration areas shall be conducted so as not to affect wetlands and surface waters outside the restoration area. Within 30 days of completing the requirements outlined in paragraph 20 above and prior to planting, the Respondent shall submit a certified topographic survey of the 1.43 acres of restored wetlands to the Department for review and approval. The Department shall notify the Respondent if the re-grading is acceptable and whether the re- grading is at the correct elevation to ensure that the restoration area will function as a wetland as defined in Chapter 62-340, Florida Administrative Codes (sic). If the re- grading is unacceptable to the Department, Respondent shall have 21 days in which to correct the problems identified by the Department and shall submit a new survey upon completion of the required work. The survey shall include the following information for the restoration area: The boundary lines of the Respondent's property. Restoration area on the Respondent's Property (in total square footage or acres of restored wetlands)[.] Topographic survey of the restoration area completed by a certified land surveyor. The survey shall illustrate one-foot interval on 25 foot transects throughout the restoration area. The transects shall commence and terminate 30 feet beyond the limits of the restoration area. Once grading has been approved by the Department, the Respondent shall plant 270 of the following species in any combination throughout the 1.43-acres of restored wetlands: Swamp Tupelo (Nyssa syvatica), Red Maples (Acer rubrum), American Elm (Ulmus Americana L.), Swamp Dogwood (Cornus amomum Mill.), [and] Dahoon Holly (Ilex cassine L.). The tree species shall be planted on 15 foot- centers throughout the restoration area and shall be 3-gallon, well-rooted, nursery grown stock. Within 30 days of completion of the planting outlined in paragraph 24 above, the Respondent shall submit a "Time Zero" Monitoring Report, which includes the following information: Respondent's name, address, and OGC Case number; Date the Corrective Actions were completed; Enough color photographs to accurately depict the completion of the wetland restoration actions outlined in paragraphs 20 through 24 above. The photographs shall be taken from fixed reference points shown on a plan-view drawing; Nursery receipts for all plants used in the Restoration Action; Number, size and spacing of each species planted; and Description of any exotic vegetation removal or control conducted to date including the acreage of exotic vegetation removal and how vegetation removal or control was conducted. Subsequent monitoring reports shall be submitted for a period of 5 years following completion of the Corrective Actions: semi- annually for the first year and annually for year two through five. The purpose of the monitoring shall be to determine the "success of the restoration." The monitoring reports shall include the following information: Respondent's name, address, and OGC Case number; Date the inspection was completed; Color photographs taken from the same fixed reference points previously established during the Time-Zero monitoring report so Department personnel can observe the current site conditions and evaluate the success of the restoration plan; The percentage of each planted tree species within the restoration area that has survived; The average height of the planted tree species; The percent canopy cover by planted tree species within the restoration area; a tree shall be defined as a woody species that has a diameter at breast height (DBH) of at least 1.5 inches and a vertical height of 10 feet as measured from the substrate; The percent cover within the restoration area by planted and naturally recruiting native, "non-nuisance," wetland species, as defined in Chapter 62-340, Florida Administrative Code; The percent cover of Brazilian Pepper (Schinus terebinthifolius), Water Primrose (Ludwigia peruviana) and other nuisance species including those species listed or not listed in Chapter 62-340, Florida Administrative Code; and A written summary describing the success of the restoration area including steps needed and/or taken to promote future success such as replanting and/or nuisance or exotic species removal. Description should also include water levels observed within the restoration area. "Success of the Restoration" means at the end of the monitoring schedule the following success criteria are met in the restoration area: The total percent cover within the restoration area by native wetland vegetation exceeds 85 percent; Average height of the planted tree species exceeds 10-feet; The total percent canopy cover by planted and naturally recruited native wetland trees exceeds 30 percent; The total contribution to percent cover by nuisance, non-wetland or species not listed in Rule 62-340, Florida Administrative Code is less than 10 percent; and The Department has inspected the restoration area and the Department has informed the Respondent in writing that the restoration area meets the definition of a wetland as defined in Rule 62-340.200, Florida Administrative Code. If it is determined by the Department, based on visual inspection and/or review of the monitoring reports, that the restoration area is not meeting the above specified success criteria, an alternative Restoration Plan shall be submitted to the Southwest District Office and shall meet the following requirements: Shall submit the plan within 30 days of notification by the Department of failure to meet the success criteria. Shall implement the alternative plan no later than 90 days after receiving Department approval. Shall restart monitoring and maintenance program. Should the property be sold during the monitoring period, the Respondent shall remain responsible for the monitoring and notify the new owners of the Respondent's obligation to continue the monitoring and maintenance until the Department has determined that the success criteria has been met. The Respondent shall notify the new owner(s) of this in writing and shall provide the Department with a copy of the notification document within 15 days of the sale of the property. Prior to the submittal of each required monitoring report, the Respondent shall remove all exotic and nuisance vegetation from the restored wetland area. Nuisance and exotic vegetation removal shall include but not be limited to Brazilian Pepper (Schinus terebinthifolius) and Water Primrose (Ludwigia peruviana). All exotic vegetation shall be removed from the restoration area using hand-held equipment in a manner that will minimize impacts to the existing wetland plants and will not cause ruts in the wetland soils, which will impede or divert the flow of surface waters. More than any other aspect of this case, Respondent questions the nature and extent of the corrective actions being proposed by the Department on the ground they are too extensive, complex, and unnecessary and will cost tens of thousands of dollars. When asked to quantify or estimate the cost of the corrective actions, Mr. Brown could not. It is fair to infer, however, that the cost of the restoration work will be expensive and probably far exceed the amount of the proposed penalties. The two experts' reports, which are hearsay and cannot be used as a basis for a finding of fact, essentially corroborate Respondent's argument that the corrective actions may be onerous and too far-reaching. The difficulty, however, in evaluating Respondent's claim is that the record is limited to Mr. Brown's testimony justifying the conditions, the hearsay reports of the two experts, and a few exhibits tendered by Respondent. A precise description of the impacted area before the work was undertaken is not a part of the record at hearing. Therefore, the original condition is not known. Through the submission of exhibits and the questioning of Mr. Brown, Respondent contended that a natural depression existed in the area where the pond now sits, that he was merely leveling off the depression while removing dead trees and plants, and that very little soil was actually removed from the pond area. Given these circumstances, he contends that there are insufficient fill materials on site to bring the pond to grade. In his Exhibit 3, Respondent estimates that just to fill the pond area and bring it to the grade of the surrounding land, he would be required to haul in approximately 4,200 cubic yards of sand or fill material. Also, Respondent's Exhibit 2.c. purports to be a copy of an elevation survey of the property containing elevations at different points on the property. The handwritten numbers on the exhibit, which Respondent represents were taken from a certified survey (which is not otherwise identified), reflect the property (presumably before the work was undertaken) gradually sloping from a higher elevation on the southern boundary (around 67 feet) to the road on the northern boundary (around 66 feet), with a lower elevation of around 64 feet in the middle of the parcel, indicating a slightly lower elevation in the middle of the property. Also, a part of the property lies within the FEMA 100- year flood zone. Thus, it is fair to infer that the pond area replaced an area with a slight depression and on which water would accumulate during heavy storm events. This circumstance would logically reduce the amount of fill necessary to restore the pond area to its original contour elevation. Therefore, in implementing the corrective actions, the Department should give consideration, in the manner it deems appropriate, to the fact that the area contained a natural depression before the illicit activities occurred. The evidence supports a finding that the proposed corrective actions, although extensive and costly, should be approved. To the extent Respondent has replanted the impacted area with trees and plants that fit within the Department's restoration scheme, he should also be credited for this work. Reasonable costs and expenses The Department established at hearing that its Tampa District Office employees incurred expenses of more than $500.00 while investigating this matter. This is based upon the number of hours devoted to the case times the hourly salary rate of the employees. Therefore, the Department is entitled to be reimbursed in the amount of $500.00 for reasonable investigative expenses and costs. Respondent has not disputed the amount of time expended by the employees or their hourly compensation but contends in his Proposed Recommended Order that the matter could have been cleared up by a "simple phone call and a few minutes of effort." Respondent's argument is hereby rejected.
The Issue The issue is whether Respondent Win-Suncoast, Ltd., is entitled to an individual environmental resource permit to construct a surface water management system to serve a proposed shopping center.
Findings Of Fact On April 25, 2006, Applicant filed with District an application for an individual ERP to construct a surface water management system on a parcel located in south Pasco County on the north side of State Road 54, about 1000 feet east of the right-of-way of the Suncoast Parkway. The proposed surface water management system would serve the commercial development of the now-vacant, 36.7-acre parcel. State Road 54 runs from State Road 19 near New Port Richey to Interstate 75; at the Suncoast Parkway, State Road 54 is six lanes wide. The Suncoast Parkway is a limited-access toll road that runs from Memorial Parkway in Tampa to U.S. Route 98 north of Brooksville. The subject parcel is about one mile north of Hillsborough County, four miles east of the terminus of Gunn Highway at State Road 54, and five miles west of State Road The vicinity of this intersection is experiencing rapid commercial development and escalating land values, mostly since the completion of the Suncoast Parkway in 2001. Three parcels adjoin the subject parcel. Immediately north of the subject parcel is the Ashley Glen parcel, which consists of 266.36 acres. Immediately west of the subject parcel and the Ashley Glen parcel is the parcel owned by Petitioner. Petitioner's parcel has about 700 feet of frontage on State Road 54 and runs the length of the western borders of the subject parcel and the Ashley Glen parcel. The northern border of Petitioner's parcel and the Ashley Glen parcel is an abandoned railroad grade. Immediately east of the subject parcel is a DOT-owned parcel, which serves as floodplain mitigation, probably in connection with the Suncoast Parkway or State Road 54. Petitioner challenged the issuance of an ERP in two administrative cases involving the Ashley Glen parcel. In the Blanco I final order, which is dated January 25, 2005, the District denied an ERP for a surface water management system to serve the development of a residential subdivision of over 400 lots. The ERP was denied due to the applicant's failure to conduct an appropriate wildlife survey and to account for the effect of a newly excavated 37-acre borrow pit/pond on a large forested wetland partly occupying a large area on the north end of Petitioner's property. After the developer submitted a revised application, Petitioner challenged the ERP that District proposed to issue. After an administrative hearing, District granted an ERP in the Blanco II final order, which is dated May 30, 2006. Significant differences in the second application were that the applicant had reduced the maximum depth of the borrow pit/pond from 25 feet to 12 feet, under most circumstances, and that the applicant had obtained an appropriate wildlife survey. The subject parcel is about 1.5 miles south of a large tract proposed for acquisition by District and known as the Masaryktown Canal area. This tract would join the smaller Starkey tract, which is also owned by District, with another somewhat smaller publicly owned tract to place much of central Pasco County, from Hillsborough County to Hernando County, in public ownership. Water from the subject parcel drains north toward central Pasco County and then into the Anclote River. The record is in conflict as to the drainage basin in which the subject parcel is located. According to BOR Appendix 6, which is dated May 2, 2006, the subject parcel is in the southern end of the Upper Coastal Drainage basin, which is a vast basin that stretches down the Gulf coast from north of Crystal River to the southern tip of Pinellas County. At points, this basin is not wide, such as at the southern tip of Pinellas County, where, just a few miles inland, the Tampa Bay Drainage basin begins. At other places, the Upper Coastal Drainage basin extends considerably inland, such as at the Pasco County--Hernando County line, where the basin extends about 25 miles east from the Gulf coast, ending only five miles west of the Withlacoochee River. According to District Exhibit 5, which is the District Land Acquisition Priorities Map issued in December 2004, the subject parcel is in the Tampa Bay/Anclote River Watershed. On this map, a large, unnamed watershed, corresponding roughly to the Upper Coastal Drainage basin in BOR Appendix 6, runs to the north of the subject parcel's watershed. At the hearing, District explained that the boundaries shown on District Exhibit 5 identify political subdivisions. The "basins," which are marked in green letters, appear to be political subdivisions, judging from their straight lines, which suggest political, not natural, boundaries. However, the "watersheds," which are marked in larger blue letters, are actual drainage basins. Applicant's ecologist initially believed that the subject parcel was in the Hillsborough watershed. Also, the basin map shown on the District website, District depicts the subject parcel's basin (here named the "Pinellas--Anclote River Basin") as that south of the large basin (here named the "Coastal Basin") encompassing almost the entire coast within the northern area of District's jurisdiction1. Factually, the stronger evidence places the subject parcel in a basin to the south of the large coastal basin described in the preceding paragraphs. However, for the reasons discussed in the Conclusions of Law, the basin depicted in BOR Appendix 6 governs. Although not yet constructed, an important feature of the subject parcel is a road to be known as Ashley Glen Road. This road will nearly bisect the property and will run north from State Road 54 through the Ashley Glen parcel. The road is likely to be developed because it has already been permitted, is subject to a co-developers' agreement, and has already been dedicated to Pasco County. The developer in Blanco I and Blanco II has since sold the Ashley Glen parcel to another developer, which has substantially changed the original plan of development. The new developer has obtained a Development of Regional Impact approval for the development of 1.8 million square feet of office, 450,000 square feet of retail, and 900 multifamily units. However, the new development will incorporate Ashley Glen Road. (For ease of reference, this recommended order continues to use the name, "Ashley Glen" to refer to the parcel, development, and road, although new names may attach to each.) At present, the subject parcel conveys stormwater from south to north. Running along the eastern edge of the parcel is a 20-foot-wide ditch that receives water, by way of a culvert under State Road 54, from the extensive wetland system known as the Hogan wetland, which lies to the south of State Road 54. The ditch was dredged (or re-dredged) about 50 years ago. From south to north, the ditch runs straight in a north-northwesterly direction to about midpoint on the subject parcel, at which point the ditch turns due north and runs in nearly a straight line into and along the eastern part of the Ashley Glen parcel to the north. The northern part of the Ashley Glen parcel widens in an easterly direction, so the ditch bisects this part of the Ashley Glen parcel, prior to turning to the northwest for a short run to the railroad grade. There are two wetlands presently on the subject parcel. In the southeast corner is an isolated wetland known as Wetland B12, which has been described above. The ERP approved in Blanco II authorizes the filling of this entire wetland, whose eastern third would be occupied by Ashley Glen Road. The Blanco II final order determines that Wetland B12 is a "low-quality, small (0.58 acres), isolated, forested wetland that has been impacted by livestock grazing and the intrusion of exotic species." (Recommended Order, paragraph 11.) The Ashley Glen developer originally intended to create on its property an 18-acre littoral shelf to mitigate wetland losses, including the loss of Wetland B12. However, the sale of the Ashley Glen parcel and adoption of a new development plan have delayed the creation of the littoral shelf. Applicant has thus proposed new mitigation in the form of a mitigation bank credit for the impact to Wetland B12. By this means, Applicant seeks permission to fill the wetland and proceed with development without waiting for the new Ashley Glen developer to create the mitigation for Wetland B12. Although the already-permitted loss of Wetland B12 is not an issue in this case, the mitigation for its loss is an issue. Because Applicant is proposing new mitigation for the loss of Wetland B12, it is necessary to determine whether Applicant, using the methodology adopted by District, has provided reasonable assurance that the functional gain from the proposed mitigation for Wetland B12 offsets the functional loss from its filling. The other wetland on the subject parcel is Wetland C12, which is a nine-acre contiguous wetland. The final order resulting from Blanco II authorizes no impact to Wetland C12, so its loss and the mitigation for the loss are issues in this case. The subject application proposes no impact to 4.5 acres of Wetland C12, permanent loss of 3.1 acres, and temporary loss of 1.4 acres (due to the realignment of part of the ditch, which is within Wetland C12). The part of Wetland C12 proposed to be destroyed is its southernmost one-third, which lies in the southern half of the subject parcel, immediately west of the west bank of the realigned ditch. Wetland C12 forms part of the conveyance, from south to north, of water from the Hogan wetland to the railroad grade at the northern boundary of the Ashley Glen parcel. Stormwater then accumulates against the railroad grade, runs west along the grade, backs up to contribute hydration to the large forested wetland at the northwest corner of the Ashley Glen parcel and the north half of Petitioner's parcel, and passes under the railroad grade by way of three culverts near the northwest corner of the Ashley Glen parcel. Wetland C12 has been disturbed by agricultural activities, mostly by the formation of the ditch. There is some testimony concerning a stream at this location, but the record does not support such a characterization. Based on the present record, prior to any disturbance, it is equally possible that water was conveyed by a stream, a slough, or sheetflow. For these reasons, the record does not permit a finding that the ditch is a restorable stream. Wetland C12 has little buffer from surrounding land cover and agricultural uses. According to Petitioner's testimony, which is credited, the dredging (or re-dredging) 50 years ago was the work of a nearby landowner who owned a dragline and used it to alleviate flooding near the Hogan wetland, presumably by deepening and widening the ditch. The hydrology of Wetland C12 has been altered, so that nuisance exotics and upland species are present at locations within the wetland, presumably including the portions of the banks hosting large spoil piles from past dredging. No listed species use Wetland C12, and its potential as habitat corridor is limited due to the extensive residential development that has taken place immediately to the west of Wetland C12, the extensive residential and commercial development taking place to the east of Wetland C12, and the barriers posed by the Suncoast Parkway and 280-foot right-of-way of State Road 54. Applicant has presented to District a plan to construct nine freestanding buildings with surface parking on the subject parcel. The plan is to construct, from north to south on the west side of Ashley Glen Road, a retail space of 5000 square feet and 75 parking spaces on 1.17 acres, a strip of nine retail spaces of 10,500 square feet and 61 parking spaces on 2.02 acres, a fast-food restaurant of 3800 square feet and 40 parking spaces on 1.02 acres, a convenience/retail store of 6000 square feet and 44 parking spaces on 1.66 acres, a fast-food restaurant of 3000 square feet and 44 parking spaces on 1.22 acres, and a bank of 4300 square feet and 38 parking spaces on 0.95 acres. On the east side of Ashley Glen Road, the plan is to construct, from south to north, a restaurant of 4700 square feet and 67 parking spaces on 1.19 acres, a bank of 4120 square feet and 43 parking spaces on 1.16 acres, and a supermarket complex. The supermarket complex comprises a supermarket, an attached strip identified as "Retail B," a restaurant abutting Retail B, an attached strip identified as "Retail C," and a restaurant abutting Retail C. The supermarket building is 237 feet by 205 feet and houses a 46,755 square-foot grocery store, and 1876 square-foot liquor store, and 1125 square-foot vestibule; the supermarket building is served by 243 spaces. Retail B comprises six retail spaces of 6500 square feet and 33 parking spaces; the restaurant is 3000 square feet and is allocated 34 parking spaces. Retail C comprises four retail spaces of 5600 square feet and 28 spaces; the restaurant is 3600 square feet and is allocated 40 parking spaces. The previously described bank and restaurant on the east side of Ashley Glen Road front State Road 54. Behind the drive-through lanes of the bank and parking of the restaurant are nearly all of the parking allocated to the supermarket complex. The supermarket faces State Road 54, although it is about 500 feet from the road and is located in the middle of the eastern half of the subject parcel. The liquor store is incorporated into the southwest corner of the supermarket building, which has a truck dock at the northwest corner. Running in a north-south direction, Retail B runs along the entire west side of the supermarket building. A strip of 40 parking spaces separates Retail B from Ashley Glen Road. Retail C is oriented perpendicular to Retail B and extends, in an east-west direction, off the southeast corner of the supermarket building. Wetland C12 would be occupied by the footprint of the eastern half to two-thirds of the supermarket building, half of the parking in front of the supermarket, half of Retail Strip C, and almost half of the restaurant fronting State Road 54 on the east side of Ashley Glen Road. In terms of area, the footprint of the supermarket and parking occupies about two-thirds of the 3.1 acres of Wetland C12 proposed to be permanently lost. Several components make up the proposed surface water management system, in addition to the rooftops and paving described above. Applicant proposes to realign a portion of the ditch running within Wetland C12, so that the southern half of the ditch will run on the extreme eastern edge of the subject parcel. For a short distance, two-thirds of the width of the proposed ditch is located off the subject parcel and on the parcel owned by DOT to the east. Applicant proposes to triple the width of the ditch to 60 feet and deepen it so that its bottom would be 20 feet wide. Applicant proposes impervious surface for the vast majority of the entire southern two-thirds of the parcel. A stormwater collector system would collect water and convey it north under Ashley Glen Road to the northwest corner of the subject parcel. The water would enter a 3.92-acre pond to be excavated at a depth to hold stormwater for 14 days from the design storm event, which is a 100-year, five-day storm. During this period, contaminants would be removed by evaporation, settlement, and skimming. A littoral shelf abutting the pond on the west will also permit the vegetative uptake of contaminants. Applicant has incorporated wet detention using the conservation design method, a design approved by District for improved stormwater treatment when compared to other wet-detention treatment designs. From the littoral shelf, stormwater will pass through an outflow structure and enter Mitigation Area B, which will be a created 1.4-acre cypress wetland at the very northwest corner of the subject parcel. Applicant will apply wetland topsoil from the dredged portions of Wetland C12 to Mitigation Area B to encourage the growth of wetland species. Stormwater will sheetflow through Mitigation Area B, which will enhance water quality treatment. Although District calculates mitigation credit for an area only up to the seasonal high water line, Applicant proposes, not merely to sod the slope ending at the seasonal high water line, as is the common practice, but instead to plant this area with native species, such as pines, palmettos, and wax myrtles. From Mitigation Area B, stormwater flows, by way of a culvert under Ashley Glen Road, to Mitigation Area A, which will be a created 2.5-acre cypress wetland directly across Ashley Glen Road from Mitigation Area A. Applicant will apply wetland topsoil to Mitigation Area A and plant native species on the upland slopes of the created wetland, which will also treat sheetflow prior to its passing east into the adjacent, undisturbed portion of Wetland C12. The vice-president of the managing partner of Applicant testified in the case. He has 20 years' experience in commercial construction sales and retail development. He has developed seven shopping centers anchored by a grocery store (Anchored Centers) and six shopping centers without a grocery- store anchor (Unanchored Centers). The corporate managing partner has developed 43 Anchored Centers and is developing five more. The site-selection process requires analysis of land costs, construction costs, prevailing market rents, outparcel values, zoning, title, environmental issues, and geotechnical issues. Analysis of the locational factors are especially important. These include traffic, residential development, and demographics. The intersection of the Suncoast Parkway and State Road 54 is ideal for the development of an Anchored Center. In the past seven years, 10,000 residential units have been developed in the State Road 54 corridor between State Road 41 and the Suncoast Parkway. The southeast quadrant of this intersection is being developed with mixed uses, including office and retail. A large parcel immediately east of the DOT parcel and Ashley Glen parcel is being developed with commercial uses. The southwest quadrant is being developed with a Super Target. Older residential areas exist to the east and southeast of the subject parcel. Applicant entered a contract to purchase the subject parcel in August 2002 and closed on the purchase in November 2003. It has a contract with Sweetbay Supermarket for the grocery store. The appeal of the Anchored Center is in the synergy between the anchor--the supermarket--and the outparcels. The proposed Anchored Center would be a one-stop destination for the consumer seeking the goods and services associated with a supermarket, bank, restaurant, and allied retail and may thus shorten or reduce the number of motor-vehicle trips. Raw land in the vicinity of the intersection of the Suncoast Parkway and State Road 54 has been appreciating at a monthly rate of about three percent during the past four or five years. Parcels in Anchored Centers command a considerable premium over similar parcels in Unanchored Centers, and substantially different business risks attach to each kind of development. One of the differences between the Anchored Center and Unanchored Center is the former's requirement of additional parking. Given this requirement, there was no design modification that would accommodate a shopping center and parking without destroying wetlands. Although Sweetbay Supermarket has a template for a smaller building than the one proposed on the subject site, the smaller building is typically reserved for urban settings, and nothing in the record suggests that even the smaller building, with surface parking, would spare the wetlands completely. In its site-planning exercises, Applicant tried to reduce wetland impacts by moving the supermarket to different locations on the subject parcel. The supermarket will not fit on the west side of Ashley Glen Road. On the east side, Applicant moved it as far west as it could to avoid as much wetland impact as possible given the location of the supermarket at the midpoint of the east side of the subject parcel. The present location represents the best accommodation of the Wetland C12 and the commercial development, at its proposed intensity, that Applicant could find after 8-10 reconfigurations of the site improvements. Given the shape of the subject parcel and Wetland C12, the proposed midpoint location impacts Wetland C12 less than any other location, except right at the northeast corner of the intersection of Ashley Glen Road and State Road 54. However, obvious marketing problems arise with this location. Sweetbay Supermarket understandably desires the supermarket to face State Road 54 to attract business. If the supermarket were located at the northeast corner of these two roads, there would be no parking in the front, requiring the customers to enter from the back, or the back of the supermarket would face State Road 54. In designing the site, Applicant reduced some retail space and associated parking to reduce wetland impacts. At the present midpoint location, the elimination of Retail B and Retail C would permit Applicant to move the building to the west, but this would only slightly reduce the wetland impacts because substantial wetland impacts would occur to the south under the footprint of the parking. Similarly, a parking garage would permit Applicant to avoid those substantial wetland impacts, but not the smaller, but still significant, area of wetland impacts under the footprint of the east side of the supermarket building and Retail C. Of course, Applicant could combine these two modifications--elimination of Retail B and Retail C with the relocation of the supermarket building to the west and the construction of an elevated parking garage on the western half of the proposed footprint of the parking area in front of the supermarket building. Applicant contends that these modifications are not economically practicable. Undoubtedly, parking garages are not typically associated with nonurban development. The vice-president of the managing partner admitted that he had not priced such structures, but estimated that each space in a parking deck would cost 10 times more than each space at grade. With somewhat more authority, he also testified that the loss of any more retail space would leave the development economically unfeasible. Sweetbay Supermarket's declared and presumed preferences also play a role in evaluating this substantial design modification. Sweetbay Supermarket prefers retail on both sides of the supermarket, and, given its need for visibility from State Road 54, it may be presumed not to favor the presence of a multi-story parking garage between its grocery store and State Road 54. Again, placing the parking garage behind the supermarket would gain visibility, but raise the prospect of the back of the supermarket facing State Road 54 or the customers entering the store from the back. These are all plainly unacceptable prospects, without regard to Applicant's notions of economic feasibility or return on investment. Similar considerations apply to the possible realignments of the ditch. In its present alignment, the ditch would be occupied by the footprint of the west half of Retail C, the northeast corner of the supermarket building, as well as parking and paved roadway associated with the supermarket and the restaurant fronting State Road 54 on the east side of Ashley Glen Road. Because the ditch does not extend nearly as far to the west as does Wetland C12, it would be possible to preserve the present ditch by eliminating Retail B and Retail C and shifting the supermarket building to the west with the "extra" parking gained by the elimination of the two retail strips probably offsetting the lost parking in front of the supermarket. But this is a lot to ask to preserve a conveyance that, on this record, does not rise above the homely level of a ditch with its attendant functional limitations, especially when the new ditch will probably relieve existing flooding around the Hogan wetland. Applicant's ecologist applied the Uniform Mitigation Assessment Method (UMAM) to assess Wetlands B12 and C12 and the mitigation areas. UMAM and its applicability to this case are discussed in the Conclusions of Law. Generally, UMAM provides a methodology to determine the functional loss of permanent and temporary wetland impacts and the functional gain of mitigation and ensure that the latter equal or exceed the former. For Wetland B12, Applicant's ecologist determined that its functional value, based on location and landscape support, was 5 out of 10 points due to the isolated nature of the wetland in a pasture, adjacent to a tree farm and absent any buffer. Invasives and exotics are in the adjacent community. Based on water environment, the ecologist scored Wetland B12 with 7 out of 10 points due to the presence of distinct water indicators, although the wetland appears to be dependent on rainfall and had suffered degradation from cattle. Based on community structure, the ecologist scored Wetland B12 with 6 out of 10 points due to its normal appearance for a cypress dome, but evident lack of natural recruitment, presence of nuisance exotics such as primrose willow and Brazilian pepper, and severe degradation from cattle and other agricultural uses. The ecologist's assessment of the permanent impact to 3.1 acres of Wetland C12 and temporary impact to 1.4 acres of the ditch within Wetland C12 followed the same approach, except that the temporary impact to the ditch required an additional step in the process. Applicant's ecologist scored the impacted area of Wetland C12, including the 1.4-acre ditch, with an average functional value of 6.67, based on scores of 7 for location and landscape support, 6 for water environment, and 7 for community structure. The location and landscape support are adversely impacted by the reduced complexity of surrounding uplands, but facilitated by the undeveloped state of the immediate vicinity that would allow use by small- to medium- sized wildlife. The ecologist noted the hydrological connection served by the ditch/wetland network and the narrow riparian corridor provided by this arrangement. The function of the water environment is heightened by the fact that most of the water environment is intact, but suffers from adverse impacts to the hydrology and water quality from the construction of the ditch and conversion of surrounding land cover to pasture and roadway. The community structure is facilitated by the presence of canopy vegetation of cypress, pop ash, and laurel oak, but adversely impacted by the presence of Brazilian pepper in the subcanopy. The additional step required in the analysis of the temporary impacts to 1.4 acres is the projected functional value of the relocated ditch. As compared to the present ditch, the re-created ditch scored one less point in location and landscape support due to the further reduction in adjacent uplands and resulting inhibition on use by medium-size wildlife that currently use the site, one less point in water environment due to some changes in microclimate, nutrient assimilation, and flow characteristics that may adversely affect current wildlife composition, and four fewer points in community structure due to removal of the canopy, subcanopy, and groundcover with the associated seed banks and vegetative growth that could recruit similar species to match existing composition and structure. Based on the foregoing, the ecologist concluded that the permanent functional loss to Wetland B12 was 0.35 units, the permanent functional loss to the 3.1 acres of Wetland C12 was 2.07 units, and the temporary functional loss to the 1.4 acres of Wetland C12/the ditch was 0.28 units, resulting in permanent functional losses of 2.42 units and temporary functional losses of 0.28 units, for a total functional loss of 2.70 units. For onsite mitigation of these functional losses, Applicant proposes Mitigation Areas A and B. Mitigation Area B, which is the 1.4-acre forested wetland to be created on the west side of Ashley Glen Road, received a score of zero in its present undeveloped state, and scores of 4 for location and landscape support, 7 for water environment, and 6 for community structure after it is created. The relatively low score for location and landscape recognizes the limited connectivity (through culverts) to other existing and proposed wetlands, although the lack of barriers for use by birds and aquatic species is a functional advantage. The relatively high score for water environment reflects the hydrological interdependence of Mitigation Area B with the stormwater collection system and created wetlands and the relative reliability of these sources of hydration. The score for community structure reflects the increases in microtopography resulting from the design of high and low wetland areas and the planting of species to create three vegetative strata within the created wetland. The ecologist assigned a time lag factor of 2.73 for this created wetland. Derived from Florida Administrative Code Rule 62-345.600(1)(d), this time lag factor correlates to a time lag of 36-40 years to establish the mitigative functions for which the mitigation site is given credit. The ecologist assigned a risk factor of 2 for this created wetland. Derived from Florida Administrative Code Rule 62-345.600(2), this risk factor correlates to a moderate risk of failure of attaining the functions predicted for the mitigation site. Applying the risk and time lag factors to Mitigation Area B, the ecologist calculated a functional gain of 0.15 units for this 1.4-acre mitigation site. The ecologist used the same methodology for Mitigation Area A, which is the 2.5-acre created wetland across Ashley Glen Road from Mitigation Area B. The ecologist assigned this created wetland a 6 for location and landscape support, a 7 for water environment, and a 7 for community structure. This wetland scored 2 points higher than Mitigation Area B for location and landscape support because it is not isolated by the road and culverts from the unimpacted area of Wetland C12 and offers more upland buffer for small wetland-dependent species. Mitigation Area A scored 1 point higher for community structure due to the likelihood of natural recruitment of seeds from the adjacent unimpacted wetland. For water environment, Mitigation Area A and Mitigation Area B received the same score due to their common characteristics. The ecologist applied the same time lag factor to Mitigation Area A as he did to Mitigation Area B. However, the risk factor was one increment less than moderate, probably due to the hydrological advantages that Mitigation Area A enjoys over Mitigation B due to its pre-existing hydric soils and proximity to the unimpacted wetlands of Wetland C12. Applying the risk and time lag factors to Mitigation Area A, the ecologist calculated a functional gain of 0.35 units for this 2.5-acre site. Applicant's ecologist then calculated the functional gain from the enhancement of the 1.4-acre Wetland C12/ditch. He found an increase of 0.13, as compared to the current value, based on a relatively strong score for the enhanced location and landscape support, average score for the enhanced water environment, and relatively weak score for the enhanced community structure. The enhanced system enjoys functional advantages from the planting of three strata of vegetation along the ditch and emergents in the channel. The ecologist applied a time lag factor of 2.18 (meaning 26-30 years) and a moderate risk factor of 2.0 to obtain a final score of 0.03 acres for this enhancement mitigation. The functional gains and losses for the onsite wetland impacts and mitigation, as determined by Applicant's ecologist, are supported by the record, and his analysis of these losses and gains from the onsite creation and enhancement mitigation is accurate. Next, Applicant purchased a conservation easement as offsite mitigation. This easement is on what is known as the Marr Parcel. The Marr Parcel is a 67.49-acre parcel that sits almost in the middle of a large publicly owned area that runs nearly 30 miles along the coast, from Weeki Wachee to the south to Crystal River to the north. Situated in the north-central part of this large area is the District-owned Chassahowitzka River and Coastal Swamps tract (Chassahowitzka Tract). The Marr Parcel is at the southern end of the Chassahowitzka Tract, about four miles from the Gulf of Mexico. The Marr Parcel is about 33 miles from the subject parcel. The Marr Parcel is in the large coastal basin that, according to BOR Appendix 6, includes the subject parcel and, according to District Exhibit 5, is the basin to the north of the basin that includes the subject parcel. At the end of Zebra Finch Road, the Marr Parcel is surrounded by pristine forested wetland habitat that forms part of an important travel corridor for numerous species, including the Florida black bear. This is a sustainable population of Florida black bears, so this habitat is of critical importance. The forested habitat is a combination of cypress and mixed hardwoods. The larger publicly owned area enveloping the Marr Parcel includes almost every significant habitat present in Florida. Other parcels preserved by similar means are directly north of the Marr Parcel. Applicant's ecologist raised the Marr Parcel's score by 1 point for location and landscape support and 1 point for community structure, as a result of the purchase of the conservation easement. The parcel's score for water environment was unchanged by the purchase of the conservation easement. Taking the modest gain from the purchase of the conservation easement, the ecologist applied the preservation adjustment factor of 0.60 to reduce this gain further and then applied a time lag factor of 1.0, indicative of a time lag of one year or less, and a risk factor of 1.25, indicative of the smallest incremental risk above no risk, to determine a functional gain of 2.16 units for the preservation mitigation involving the Marr Parcel. Petitioner contends that development of the Marr Parcel was unlikely, even without the conservation easement purchased by Applicant. Without detailed analysis of site characteristics and regulatory controls applicable to the Marr Parcel, it is impossible to evaluate this contention, except to note that the ecologist took very little credit for the transaction. The smallest credit is one point in all three categories; the ecologist took two points. The functional gain for this preservation mitigation, as determined by Applicant's ecologist, is supported by the record, and his analysis of this gain from the offsite preservation mitigation is accurate, provided District clarifies the ERP, which describes the Marr Parcel in detail, to require that Applicant purchase the conservation easement in the Marr Parcel as part of the required mitigation. Lastly, Applicant turned to the Upper Coastal Mitigation Bank (UCMB) to purchase 0.4 acres of forested- wetlands credit. This mitigation bank, which is administered by Earth Balance, pertains to property (UCMB Tract) that is just north of the Chassahowitzka Tract, immediately south of Homosassa Springs. A few months prior to the hearing, District permitted the UCMB for 47.64 functional gain units, for the purpose of providing mitigation bank credits to ERP applicants. District has approved UCMB for freshwater forested wetlands credits, among other types of credits. The UCMB Tract is about seven miles north of the Marr Parcel and, thus, about 40 miles north of the subject parcel. The UCMB Tract is in the large coastal basin that, according to BOR Appendix 6, includes the subject parcel and, according to District Exhibit 5, is the basin to the north of the basin that includes the subject parcel. Based on the foregoing, Applicant realized a functional gain of 0.52 units from the onsite creation and enhancement mitigation, 2.16 units from the offsite preservation mitigation from the Marr Parcel, and 0.40 units from the purchase of units from UCMB, for a total functional gain of 3.09 units. Pursuant to UMAM, the 2.70 functional loss units are exceeded by the 3.09 functional gain units, so Applicant has provided adequate mitigation. Applicant provided reasonable assurance that the proposed activity will not cause adverse impacts to the storage and conveyance capacity of surface waters. As noted above, Applicant proposes to expand the conveyance capacity of the ditch by substantially widening and deepening it, which will probably alleviate some of the longstanding flooding around the Hogan wetland. With respect to Petitioner's parcel, Applicant will place a liner on the west side of the pond, so as to prevent adverse impacts to Petitioner's parcel from base flow. Applicant will add a swale along the west side of the subject parcel to prevent adverse impacts to Petitioner's parcel from stormwater flow. The engineer's analysis in particular does not reveal flooding at the northwest corner of the Ashley Glen parcel, from where Petitioner's wetlands draw hydration. No testimony revealed whether Applicant's engineer performed pre- and post-development analysis of flows at the point at which the re-created ditch leaves the subject parcel at the DOT floodplain-mitigation site. Nothing in the record suggests that the proposed activities will cause flooding of this site, and DOT will likely perform its own analysis prior to granting Applicant a sufficient interest to dredge part of the realigned, enlarged ditch on DOT property. The proposed activities will fill 8.48 acre-feet of floodplain, but mitigate this loss with 10.02 acre-feet of excavation. Considered with the increased capacity of the drainage ditch, Applicant proposes to increase flood storage. Applicant has provided reasonable assurance that the proposed activities will not adversely impact water quality. The water-treatment components of the proposed surface water management system have been described above. Applicant provided reasonable assurance that the proposed activities will not adversely impact the value of functions provided to fish and wildlife and listed species by wetlands and other surface waters. Some minor loss of use by small- and medium-size wildlife may be expected from the loss of 3.1 acres of Wetland C12, but the presence of State Road 54 and imminent development of the Ashley Glen parcel mean that Wetland C12 can provide no meaningful travel corridor. Degraded adjacent uplands further reduce the value of Wetland C12 as habitat for such wildlife. The created pond will provide habitat for certain birds, and the offsite mitigation will provide functional gain in terms of wildlife habitat. Changes in fish habitat from the relocation of part of the ditch and dredging of the ditch are also negligible, based on limited utilization of the present ditch and enhanced utilization potential of the new ditch in terms of a more suitable bank, which will be protected from erosion by matting, and the addition of appropriate vegetation, including emergents in the channel. For the reasons set forth above, Applicant has provided reasonable assurance that the proposed activities will not cause adverse secondary impacts to the water resources. Although the post-development wetlands are unbuffered, the secondary impacts of construction are addressed by the usual construction devices of turbidity curtains and hay bales, and the secondary impacts of the ultimate use of the Anchored Center are adequately addressed by the by the subject surface water management system, especially with respect to water quality treatment. District's senior environmental scientist disclaimed the existence of post-development secondary impacts, evidently reasoning that Wetlands B12 and C12 had already been impacted. As discussed in the Conclusions of Law, the secondary impacts are the activities closely linked to the construction of the project. In this case, the project is the surface water management system to serve the development of the Anchored Center, and the obvious secondary impact is motor vehicle traffic on the subject parcel. However, the water-quality analysis addresses this secondary impact. Subject to one exception, Applicant has provided reasonable assurance that the proposed surface water management system will perform effectively and will function as proposed and that an entity with the requisite financial, legal, and administrative capabilities will conduct the proposed activities. The exception is that District may not issue the ERP until Applicant obtains from DOT a legal instrument, in recordable form, granting Applicant and its assigns all rights necessary to construct, maintain, and operate the portion of the realigned ditch that will be located in the DOT floodplain mitigation parcel. Based on the Conclusions of Law, which necessitate the acceptance of the basin depictions in BOR Appendix 6, Applicant has provided reasonable assurance that the proposed activities will not cause adverse cumulative impacts upon wetlands and other surface waters. However, if the subject parcel were in the basin to the south of the large coastal basin, Applicant has not provided reasonable assurance that the proposed activities will not cause adverse cumulative impacts because it has not undertaken any cumulative-impact analysis. Based on the foregoing and subject to the two conditions stated above, Applicant has provided reasonable assurance that the proposed activities in, on, or over wetlands or other surface waters are not contrary to the public interest.
Recommendation It is RECOMMENDED that the Southwest Florida Water Management District issue to Win-Suncoast, Ltd., the environmental resource permit, subject to the two conditions identified above. DONE AND ENTERED this 14th day of February, 2008, in Tallahassee, Leon County, Florida. S ROBERT E. MEALE 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 14th day of February, 2008.
Findings Of Fact The Intervenors filed an Application for Dredge and Fill Permit with the Department of Environmental Regulation. The Department entered a notice of its intent to issue a permit. Petitioner requested a formal administrative hearing. The Department forwarded the matter to the Division of Administrative Hearings, where it was given Case No. 82-3155. A Recommended Order which includes Findings of Fact and Conclusions of Law has been entered in Case No. 82-3155. The Findings of Fact and Conclusions of Law set out in the Recommended Order are hereby incorporated into this Final Order and constitute a part of this Final Order. The Petitioner is an association of home owners within a residential development known as "Caloosa." Intervenors are seeking to develop an industrial park on land adjacent to the Caloosa development. Surface and ground waters from the proposed industrial park would drain toward Caloosa. Prior to the Department's entry of the notice of intent to issue a permit to Intervenors, the Department's personnel evaluated the application in free-form proceedings. An environmental specialist who works with the Department as a permit processor proposed to deny the application on account of the fact that Intervenors proposed to fill approximately 70 acres of wetlands, 24 of which were within the Department's permitting authority under Rule 17-4.28, Florida Administrative Code. The administrator of the Department's Dredge and Fill Permitting Section came to the conclusion that denial of the application could not be justified. He felt that the wetlands to be filled served only marginally to preserve water quality in the area. The Intervenors had proposed to artificially create wetland areas in order to compensate for the loss of filled wetland areas. The program administrator suggested to the permit processor that they negotiate to get the Intervenors to create additional artificial wetlands in order to mitigate against any possible adverse effect from the loss of natural wetland areas. These negotiations occurred, and the Intervenors agreed to increase artificially created wetland areas. The Department of Environmental Regulation does not have a rule which provides that its personnel can engage in negotiations respecting a permit application. Negotiations are, however, an inherent part of a permitting process. The Department does not have any written or unwritten policy whereby it accepts such mitigating factors as artificially created wetlands as justifying the filling of natural wetlands. It does not appear that the Department has any rule or nonrule policy concerning mitigation or trade-offs, and it does not appear that the Department has ever had such a rule or policy. The Department does not have a policy of accepting concessions, trade-offs, or mitigating factors so as to allow an applicant to violate the Department's water quality standards. Since there has been a permitting process, such factors as artificially created wetlands have been considered by the Department in determining whether an application meets the Department's criteria for issuance of a permit. The Department's policy is to consider whether an applicant has provided reasonable assurance that the short-term and long-term effects of proposed activities will not result in violations of water quality standards, as required under Rule 17- 4.28(3), Florida Administrative Code. If an applicant has proposed to construct artificial wetlands, the Department would logically consider it in making determinations about granting the permit. There is no evidence in the record of this proceeding from which it could be concluded that the Department has any unpromulgated "mitigation" policy which has the effect of a rule.
Findings Of Fact Petitioner is the state land planning agency charged with the responsibility to administer the provisions of Chapter 380, Florida Statutes, and the regulations promulgated thereunder. Petitioner has the authority to appeal to the Florida Land and Water Adjudicatory Commission any development order issued in an area of critical state concern. Monroe County is a political subdivision of the State of Florida, and is responsible for issuing development orders for development in unincorporated Monroe County. Monroe County issued the development order that is the subject of this appeal. Respondents, David and Florence Clark, are the owners of real property known as Lot 90, Holly Lane, Section F, Sugarloaf Shores, Florida (Lot 90). Sugarloaf Shores is a legally platted subdivision. The Clarks were, at the time of the formal hearing, constructing a single family dwelling on that property. The building permit for the construction of the dwelling is not at issue in this proceeding. Most of Monroe County, including the subject property, is within the Florida Keys Area of Critical State Concern as designated under Sections 380.05 and 380.0552, Florida Statutes. There is an extensive man-made canal system throughout Sugarloaf Shores subdivision that is several miles in length, is between six and ten feet in depth, and is approximately sixty feet in width. The subject permit is for construction where Lot 90 fronts this canal system and involves construction beyond the mean high water mark onto submerged lands. On January 17, 1992, Monroe County issued the subject building permit, Permit Number 9210003952, to David and Florence Clark as owners and Edward Warren Werling as contractor. The subject permit authorizes the construction of a vertical bulkhead designed to limit erosion together with a docking facility with davits and access to the canal system. Most of the neighboring lots in the vicinity of the project have vertical bulkheads with docking facilities. The bulkhead is desirable to prevent erosion of the canal bank at Lot 90 and pollution of the canal waters. The requested development would give the Clarks safe access to the canal and provide private boating facilities. Pursuant to the provisions of Sections 380.05 and 380.0552, Florida Statutes, Monroe County has adopted a comprehensive plan which complies with the Principles of Guiding Development found at Section 380.0552(7), Florida Statutes. Section 380.0552(7), requires Monroe County's land development regulations to comply with certain Principles For Guiding Development, including the following: (b) To protect shoreline and marine resources, including mangroves, coral reef formations, seagrass beds, wetlands, fish and wildlife and their habitat. * * * (e) To limit the adverse impacts of development on the quality of water throughout the Florida Keys. ... Monroe County's comprehensive plan, which has been approved by the Petitioner and by the Administration Commission, is implemented through its adopted land development regulations, codified in Chapter 9.5, Monroe County Code. Section 9.5-345(m)(2), Monroe County Code, provides as follows: (2) All structures on any submerged lands and mangroves shall be designed, located and constructed such that: * * * No structure shall be located on submerged land which is vegetated with sea grasses except as is necessary to reach waters at least four (4) feet below mean low level for docking facilities; No docking facility shall be developed at any site unless a minimum channel of twenty (20) feet in width where a mean low water depth of at least minus four (4) feet exists; Section 9.5-4(W-1), Monroe County Code, provides as follows: (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 purposes 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. Section 2.104, Nearshore Waters, Monroe County Comprehensive Plan, Volume II, Future Land Use Element, provides, in pertinent part, as follows: 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, to improve the quality of nearshore waters in Monroe County. * * * POLICIES 1. To prohibit land use 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, 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. Benthic communities exist in Sugarloaf Sound, such as rock-hard bottom, sea grasses, algae, and hard coral. Turtles, manatees, sharks, stingrays, eagle rays, snapper, pink shrimp, mullet, and other marine animals populate the Sound. Sea grass beds play an important role in water quality maintenance in the Keys through filtration, nutrient uptake, stabilization of the bottom, and as a habitat for commercially important species. The canal system for Sugarloaf Shores subdivision does not have access to deep water without crossing shallow sea grass beds with depths of less than four feet at mean low water. The operation of motor driven boats may result in damage to sea grass beds and shallow water marine communities through prop dredging. Although there is evidence of prop dredging in parts of Sugarloaf Sound in these shallow areas, it was not shown that the damage was done by boats traveling from the Sugarloaf Shores canal system and deep water. Whether a boat that may be docked at some future time if the permit is granted will cause damage to some portion of Sugarloaf Sound is speculation. Since 1986, Monroe County has adopted an interpretation of Section 9.5-345(m)(2), Monroe County Code, and of Section 2.104, Nearshore Waters, Monroe County Comprehensive Plan, Volume II, Future Land Use Element, that would permit the construction of the subject project. That interpretation permits the development of marginal seawalls, vertical bulkheads and docks in subdivisions that were under development in 1986 if there is at least four feet of water at the terminal point of the dock at mean low tide. The dock that is the subject of this proceeding would, if permitted, terminate in water of at least six feet in depth at mean low tide. Monroe County's interpretation of the so-called "four foot rule" is that the rule was intended to restrict the development of boating access facilities in new, undeveloped subdivisions and to regulate proposed expansion of existing marinas and the development of new marinas. Monroe County's interpretation of its rules is that a vertical bulkhead and dock built on an individual family home-site, where a dwelling was already built or under construction, would have minimal effect on the nearshore water environment of critical state concern. Monroe County considers the subject application by the Clarks to meet all of its permitting criteria. The subject project has received an exemption from permitting from the Florida Department of Environmental Regulation and from the Florida Department of Natural Resources. The Army Corps of Engineers has agreed to issue a permit for the project with no special conditions. There is no definition of "docking facility" contained within the Monroe County Land Development Regulations or the Monroe County Comprehensive Plan. It was not established that a bulkhead is a docking facility or that the construction of a bulkhead on Lot 90 should be prohibited under any of the theories advanced by Petitioner. Respondents presented evidence that several similar projects were permitted at approximately the same time as the Clarks's permit without Petitioner filing an appeal. This evidence was insufficient to establish that Petitioner should be estopped to appeal the subject permit, that Petitioner engaged in selective enforcement of its regulatory power, or that Petitioner otherwise brought the subject appeal for an inappropriate purpose.
Conclusions The Division of Administrative Hearings has jurisdiction over this matter. Section 120.57(1), Florida Statutes. The subject appeal was timely taken by Petitioner pursuant to Section 380.07(2), Florida Statutes, from a development order of Monroe County granting the Clark's request for a building permit to construct a vertical bulkhead and dock on their residential lot on Sugarloaf Shores subdivision. Pursuant to the provisions of Section 120.57(1), Florida Statutes, the propriety of Monroe County's action was reviewed de novo. Transgulf Pipeline Co. v. Board of County Commissioners of Gadsden County, 438 So.2d 876 (Fla. 1st DCA 1983). The ultimate burden of persuasion rested on the Clarks to establish their entitlement to the permit authorizing their proposed development. Young v. Department of Community Affairs, 567 So.2d 2 (Fla. 1st DCA 1990), and Florida Department of Transportation v. J.W.C. Co., Inc., 396 So.2d 778 (Fla. 1st DCA 1981). Dispositive of whether the subject construction is consistent with the Monroe County land development regulations is the interpretation to be accorded Section 9.5-345(m)(2), Monroe County Code. Generally, an administrative construction of a statute by an agency responsible for its administration is entitled to great deference and should not be overturned unless clearly erroneous. Department of Environmental Regulation v. Goldring, 477 So.2d 532 (Fla. 1985); All Seasons Resorts, Inc. v. Division of Land Sales, Condominiums, and Mobile Homes, 455 So.2d 544 (Fla. 1st DCA 1984); and Sans Souci v. Division of Land Sales and Condominiums, 421 So.2d 623 (Fla. 1st DCA 1982). The same deference has been accorded to rules which have been in effect over an extended period and to the meaning assigned to them by officials charged with their administration. Pan American World Airways, Inc. v. Florida Public Service Commission, 427 So.2d 716 (Fla. 1983), and State Department of Commerce, Division of Labor v. Matthews Corp., 358 So.2d 256 (Fla. 1st DCA 1978). Moreover, the agency's interpretation does not have to be the only one or the most desirable one; it is enough if it is permissible. Pan American World Airways, Inc. v. Florida Public Service Commission, supra, and Florida Power Corp. v. Department of Environmental Regulation, 431 So.2d 684 (Fla. 1st DCA 1983). Here, no less deference should be accorded Monroe County's interpretation of its land development regulations where, as here, such interpretation is reasonable, evidences due consideration for private rights of ownership, and is not contrary to its comprehensive plan. See e.g. Thomson v. Village of Tequesta Board of Adjustment, 546 So.2d 457 (Fla. 4th DCA 1989). It is concluded that Monroe County's interpretation of Section 9.5- 345(m)(2), Monroe County Code, is a permissible interpretation and that the subject development is consistent with the Monroe County comprehensive plan and land development regulations. The Clarks have satisfied their burden of proof by demonstrating that the proposed construction is consistent with the Monroe County comprehensive plan and land development regulations and that they are entitled to the subject permit.
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 affirming Monroe County's decision to issue building permit number 9210003952, and dismissing the appeal filed by the Department of Community Affairs. DONE AND ORDERED this 30th day of December, 1992, in Tallahassee, Leon County, Florida. CLAUDE B. ARRINGTON 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 30th day of December, 1992.
The Issue The issues are (1) whether Respondents, Frank H. and Linda M. Molica, dredged and filled wetlands on their property in Merritt Island, Brevard County (County), Florida, without a permit and should take certain corrective actions, and (2) whether Respondents' activities are exempt from permitting under Section 373.406(2), Florida Statutes.1
Findings Of Fact Based upon all of the evidence, the following findings of fact are determined: Background In 1990, Respondents purchased a 3.47-acre, rectangular- shaped parcel at 2050 North Tropical Trail, Merritt Island, Florida, which is located within the regulatory jurisdiction of the District. See § 373.069, Fla. Stat. The parcel identification number is 24-36-15-00-00764-00000.00. The property is less than a mile south of State Road 528 (A1A), approximately one-half mile west of State Road 3 (North Courtney Parkway), and around one-half mile east of the Indian River. The property is bounded on its western side by a roadway known as North Tropical Trail, on the south side by a drainage ditch, and on the east side by another drainage ditch. Further to the east of the drainage ditch on the eastern side of the property are a holding pond and a subdivision known as Copperfield Subdivision developed in 1993, while a nursery is located just south of the drainage ditch on the southern side. The northern boundary of the parcel is five hundred twenty feet long and is adjoined by a vacant parcel of land similar in size to the Molica parcel and which is owned by the Lacanos. The Lacano property is largely a wetland. To the north of the Lacano property is a parcel owned by the Stricklands. Historically, the natural flow of water in the area was north to south, that is, from the Stricklands to the Lacanos to the Molica's property, and then to the drainage ditch on the south side of the Molica's property. When Respondents purchased the property in 1990, citrus trees were located "mostly in the front half," or western side of the property, "but they were also located in the rear scattered throughout." There was also "weed grass" or "mini grass" throughout the entire parcel. In 2002 or 2003, the citrus industry was economically hurt by a drop in prices due to various problems, and it became difficult to find fruit pickers or purchasers for the fruit. Because of these conditions, and pursuant to a recommendation by another citrus grower, Respondents state that they began to "transform their property to palm tree production." In late 2003, Respondents began removing orange trees and clearing the land; this continued throughout 2004. At the same time, they began to remove vegetation from the eastern half of the property, which included the excavation of the vegetation, soil, and roots. This was accomplished by the use of heavy equipment, including a tracked cab with hoe, a bobcat with front end loader bucket and root rake, and a wheeled tractor with front end root rake. This is confirmed by photographs taken of the property in April and December 2004. See District Exhibits 8 through 10. Also, a few cabbage palms were removed that were damaged during the clearing process, as well as trees damaged by hurricanes that struck the east coast of Florida in 2004. The vegetation and soil were trucked off-site for disposal, and new soil or fill was placed throughout the eastern half of the property in which vegetation and soil had been excavated. In some cases, the fill measured as high as thirty-three inches but averaged around one foot in height. There is no dispute that dredging (or excavation) and filling on the property occurred. Respondents did not obtain an Environmental Resource Permit (ERP) before performing this work. On December 13, 2004, the County received a complaint (generated by Mrs. Strickland, the neighbor to the north) about "heavy machinery operating in a wetland" on the Molica property. Mr. Pinnick, who was charged with enforcement of County environmental ordinances, visited the subject property to determine whether a violation of an ordinance had occurred. He observed heavy machinery operating on the central and eastern sides of the property and took several photographs of the site. See District Exhibit 12. He also observed vegetation and muck soil in the disturbed area and standing water in the ditch to the south and concluded that wetlands were being impacted. It is fair to infer that he then notified the DEP about the incident. On December 15, 2004, Mr. Pinnick, accompanied by two DEP employees, Mr. West and his supervisor, Ms. Booker, visited the site and met Mr. Molica and his consultant. At that time, "clearing and [dredging and filling] of wetland at rear [or east end] of Molica's property [was observed]." See District Exhibit 49. The DEP requested that Respondents' consultant "flag a [wetland] line and then Molica have all fill within wetland area removed." The DEP also advised Mr. Molica that "[a]rea then needs to be restored to natural grade." Id. Notes taken by Mr. Pinnick confirm that Mr. Molica agreed to remove the fill "to restore the natural grade and the wetland boundary would be delineated [by Mr. Molica's consultant.]" See District Exhibit The conclusion of both the County and DEP was that wetlands were present in the central part of the property. No formal delineation of wetlands was performed by them since the parties reached an understanding that Mr. Molica's consultant would perform this task. Because Mr. Molica thereafter denied access to the property, this would be the last time regulatory personnel were able to make an on-site inspection of the property until October 2008, when the District obtained an Order authorizing them to inspect the property. The County later charged Respondents with violating the County Code ("prohibitions in functional wetlands"), and the matter was considered by a Special Magistrate. An Order of Dismissal was entered by the Special Magistrate on February 1, 2006, on the grounds the property was zoned agriculture and enjoyed an agricultural exemption, and Respondents agreed to use Best Management Practices, as prescribed by the Department of Agriculture and Consumer Affairs. See Respondents' Exhibit 4. However, neither the DEP nor the District was involved in that action, and the matter concerned an alleged violation of a local ordinance, and not a provision in Chapters 373 or 403, Florida Statutes. At some point in time, but presumably after the site visit in December 2004, Mr. Molica asserted to the DEP that he was conducting an agricultural operation. In early 2005, the DEP referred the matter to the District since the two agencies have an operating agreement concerning which agency will handle certain types of permitting and enforcement matters. By letter dated August 15, 2005, Mr. Molica advised the local District office in Palm Bay, Florida, that the owners of the property were engaging in agricultural activities and denied that any unauthorized fill and excavation activities had occurred. He also requested copies of any statutes, rules, or case law that supported the District's position. See Respondents' Exhibit 2A. On August 3, 2007, the District advised Mr. Molica by letter that it had received a complaint from DEP, that the matter had not yet been resolved, and that it wished to inspect his property to determine if unauthorized fill and excavation activities had occurred. See Respondents' Exhibit 2B. According to a District witness, the delay in responding to Mr. Molica's letter was caused by the building boom occurring in 2005 and 2006, which required action on numerous pending permits, and in-house confusion over whether the DEP or District had jurisdiction to handle the complaint. There is no evidence to suggest that at any time the District agreed that the activities were lawful, or that the delay in responding to Mr. Molica's letter prejudiced Respondents in any manner. After conducting a preliminary investigation, which included a review of aerial photographs of the area, wetland maps, and soil maps, a visual inspection taken from the Copperfield Subdivision to the east and North Tropical Trail from the west, and a flyover of the property, the District issued its Complaint on August 8, 2008. Are there wetlands on the property? To determine whether wetlands were present on the Molica property, the District made a site inspection on October 22, 28, 29, and 30, 2008. Besides making a visual inspection of the property, the staff took photographs, performed twenty-nine soil borings on both the Molica and Lacano properties, reviewed soil surveys for the area, completed one west-to-east transect and five north-to-south transects to determine locations of hydric soils and any fill materials, and observed lichen and water stain lines on trees. The locations of the various soil borings are depicted on District Exhibit 22. Finally, the staff examined a series of aerial photographs of the property. Under the wetland delineation rule, three different indicators are used to make that determination: vegetation; soils; and signs of hydrology. See Fla. Admin. Code R. 62- 340.300(2)(a)-(d). In addition, where the vegetation and soil have been altered by man-induced factors so that the boundary between the uplands and wetlands cannot be delineated by use of Rule 62-340.300(2), such a determination shall be made by using the most reliable information and "reasonable scientific judgment." See Fla. Admin. Code R. 62-340.300(3)(a). The parties presented conflicting evidence on the wetland issue; the District's evidence has been accepted as being the more persuasive and credible and supports a finding that the areas where dredging and filling occurred in the eastern and central parts of the property meet the test for a wetland. Wetland Soils Muck presence is a hydric soil indicator and also a wetland indicator. The District's expert, Mr. Richardson, established that the soil on the property where the dredging and filling occurred was hydric in nature, and therefore indicative of a wetland. Although Respondent's soil expert disagreed with this conclusion, he generally agreed with Mr. Richardson's methodology, and he agreed that muck was present below the fill material. Wetland Vegetation The presence or absence of wetland vegetation is another factor to consider in deciding whether an area is or was a wetland. Wetland hardwood trees, and not grass planted on top of the fill, are more appropriate for evaluating whether the area in which the trees are located was a wetland. Large trees, estimated to be fifty to sixty years old, remain on the property in the vicinity of certain District soil borings. They include boring 20 (swamp tupelo); borings 3, 4, and 5 (red maple, American elm, and holly); and borings 9 and 10 (maple and American elm). These are all wetland canopy species and provide further support for the District's position. Hydrologic Indicators Algal matting is found on the surface of the property in the vicinity of borings 3, 4, 5, 8, and 9. Algal matting occurs because water has inundated the surface of the ground sufficiently long for algae to grow in the water and then remains on the ground surface after the water no longer covers the ground. Rainfall alone does not produce algal mats. Trees on the property provided evidence of being in saturated or inundated soil conditions through the morphological adaptation of buttressing and adventitious roots, particularly in the vicinity of District borings 20, 8, 9, and 10. Also, the trees had lichen lines on them, which are indicators of seasonal high water inundation elevations in wetlands. The presence of muck soils is a hydrologic indicator. As noted above, the District determined through soil borings that muck was under the fill that had been placed on the property. Reasonable Scientific Judgment The evidence established that there was significant alteration to the soils and vegetation across the central and eastern parts of the subject property due to man-induced factors of vegetation removal, dredging, and filling. Through consideration of the most reliable information available, including aerial photographs, the remaining trees on the site, hydrologic indicators, the presence of hydric soils, coupled with reasonable scientific judgment, the evidence established that the areas where the recent dredging and filling occurred met the wetland delineation test in Florida Administrative Code Rule 62- 340.300(3). Agricultural Exemption Mr. Molica is a full-time practicing attorney. His wife is his legal secretary. Respondents contend that since they purchased the property in 1990, they have been continuously engaged first in the occupation of citrus farming, and then beginning sometime in 2004 in the production of palm trees. Therefore, they assert they are entitled to the exemption provided under Section 373.406(2), Florida Statutes. That provision states in relevant part that "[n]othing herein . . . shall be construed to affect the right of any person engaged in the occupation of . . . horticulture . . . to alter the topography of any tract of land consistent with the practice of such occupation. However, such alteration may not be for the sole or predominant purpose of impounding or obstructing surface waters." The parties agree that the burden of proving entitlement to this exemption rests on Respondents. When the property was purchased in 1990, there were citrus trees on the land, mainly in the western half. A few navel oranges were later added, and some citrus trees were removed at that time. Beginning at the end of 2003, and continuing in 2004, the citrus trees were removed. At the time of the DEP inspection in December 2004, no potted palm trees were observed on the property. The precise date when they were first placed on the property is not clear. Photographs taken in January 2006, more than a year after the dredging and filling and just before the County code violation charge was resolved, reflect around fifty or so small trees in pots located in a small, cleared section of the property. See Respondents' Exhibit Photographs taken three years later (January 2009), long after the dredging and filling occurred, show a comparable number of small palm trees in pots placed on what appears to be the same part of the property. See Respondents' Exhibit 21. Mr. Molica also submitted numerous documents (dated 2005 and later) downloaded from the internet by his wife which pertain to palm trees, see Respondents' Exhibit 20; and he stated that a marketing plan for the sale of palm trees has been developed, which was simply a goal of selling the trees after they were ten years old. He further stated that he intends to work the "farm" as a business full-time after retiring from his law practice. Finally, he presented the testimony of an agronomist who stated that clearing property, filling holes, smoothing land, and building an access road are normal agriculture activities. It is fair to infer from the record that Respondents' activities can be characterized as an avocation, not an occupation. Notably, there is no evidence that since they purchased the property in 1990, Respondents have sold any citrus fruit or a single palm tree. There is no evidence that dredging and filling in wetlands is a normal agriculture practice, or that it is consistent with the practice of horticulture, including the growing of exotic palm trees. Mr. Molica's agronomist acknowledged that he has never been associated with an application to conduct agricultural or horticultural activities that involve the filling of wetlands. Moreover, extensive dredging, filling, and removal of vegetation were not necessary to accommodate the small area on which the potted plants sit. The more persuasive evidence supports a finding that the topographic alterations on the property are not consistent with the practice of agriculture. The evidence shows that the filling on the property has obstructed the natural flow of surface water. More than likely, the filling of the wetlands was for the predominant purpose of obstructing and diverting surface water that flowed south from the Lacano property, and not for the purpose of enhancing horticultural productivity. Corrective Actions At hearing, the District submitted certain revisions to the proposed corrective action, which are described in District Exhibit 73. The revisions provide greater specificity regarding the formulation of a restoration plan and who must be involved in formulating that plan. In general terms, the corrective action offers Respondents the option of seeking an after-the-fact permit or restoring the wetlands. Respondents offered no proof at hearing that the original or revised corrective action is unreasonable. The revised corrective action is found to be reasonable and designed to address the restoration needs of the property and is hereby approved.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that a final order be entered sustaining the charges in the Complaint, requiring Respondents to take the corrective actions described in District Exhibit 73, and determining that Respondents are not entitled to an agricultural exemption under Section 373.406(2), Florida Statutes. DONE AND RECOMMENDED this 12th day of June, 2009, in Tallahassee, Leon County, Florida. S DONALD R. ALEXANDER 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 12th day of June, 2009.
The Issue The issue is whether Petitioner is entitled to an environmental resource permit for a surface water management system and the alteration of a wetland in connection with the construction of two warehouses, paved parking and loading areas, a detention pond, and enhancement of the remainder of the existing wetland. If not otherwise entitled to the permit, an additional issue is whether Petitioner is entitled to the permit through an exemption, waiver, or variance from the standard requirements for mitigation.
Findings Of Fact Background Petitioner Carlos M. Beruff, as Trustee under Florida Land Trust No. 22 dated March 30, 1989 (Petitioner), purchased 85 acres of land in Manatee County for $1.2 million in May 1989. (All acreages are approximate.) The east boundary of the 85-acre parcel consists of about 1700 feet of frontage along U.S. Route 301. One month after the purchase, Petitioner sold 70 of the 85 acres for $1.6 million. In the intervening month, Petitioner incurred no significant expenses for development or marketing, although the development and marketing expertise of Carlos Beruff facilitated the $1.6 million sale. The 70 acres that were sold included the frontage on U.S. Route 301. The 15 acres remaining after the sale comprise two tracts of 9 and 5.88 acres. In these cases, Petitioner seeks an environmental resource permit (ERP) for activities involving the 5.88-acre parcel (Site). The 9-acre parcel occupies the northwest corner of the 85-acre parcel. The Site, which was platted in 1911, is the only noncontiguous land constituting the 85-acre parcel; it is 450 feet south of the remainder of the 85-acre parcel. The sole parcel between the Site and the remainder of the 85- acre parcel was originally owned by Lowe's and is now owned by Cheetah Technologies (Cheetah Parcel). The 5.88-acre Site is subject to a road right-of-way of 0.32 acres in favor of the Cheetah Parcel. Of the remaining 5.56 acres, 4.66 acres are wetland and 0.9 acres are upland. The 0.9 acres of upland are subject to an access easement of 0.42 acres, also in favor of the Cheetah Parcel, so the net available upland acreage is only 0.48 acres. The Cheetah Parcel occupies the northwest corner of U.S. Route 301 and Saunders Road (also known as 63rd Avenue East). The Site is immediately west and south of the Cheetah Parcel and occupies the northeast corner of Saunders Road and 24th Street East (also known as Arlin Road). The Site is about 530 feet west of the intersection of U.S. Route 301 and Saunders Road. U.S. Route 301 is a major arterial, and Saunders Road is at least a major collector road. The Site contains about 600 feet of frontage along Saunders Road and 465 feet of frontage along 24th Street East. The Site is in unincorporated Manatee County roughly midway between downtown Bradenton and downtown Sarasota. Saunders Road crosses a north-south railroad line approximately one-half mile west of the Site and Bowlees Creek about 650 feet west of the railroad track. The 9-acre parcel still owned by Petitioner is about 350 feet north-south by 1250 feet east-west. The western boundary of the 9-acre parcel runs along the east side of the railroad line. Like the other parcels involved in this case, the 9-acre parcel drains into Bowlees Creek. The Site is in an area characterized by industrial land uses, including warehouses, a junkyard, an industrial center, and a bakery. A halfway house for persons recently released from prison is located one-quarter mile to the west of the Site. The Site is zoned HM (heavy manufacturing), which is a limited, and thus valuable, zoning category in Manatee County. Respondent has issued three relatively recent surface water management permits that are relevant to these cases: a 1986 permit for the development of the Cheetah Parcel (Cheetah Permit), a 1988 permit for the widening of Saunders Road from two to four lanes (Saunders Road Permit), and a 1989 permit for the construction of a commercial park north of the Site known as 301 Park of Commerce (301 Permit). Bowlees Creek runs from north to south, emptying into Sarasota Bay across from Longboat Key. Sarasota Bay is an Outstanding Florida Water. Bowlees Creek drains a nine square-mile basin, which is about 21-25 percent developed. The Bowlees Creek basin is an open drainage basin. Due to flooding problems, Manatee County has imposed special limitations upon development within the Bowlees Creek basin. Among these limitations is that the rate of post- development runoff must be less than the rate of pre- development runoff--up to 50 percent less, according to expert witnesses for both sides (Lawrence Weber, Tr. Vol. III, pp. 118-19; and Daryl Flatt, Tr. Vol. IV, p. 230). By stipulation, the Site is at the extreme eastern end of the Bowlees Creek basin. In fact, the Site may have historically drained into Bowlees Creek and will drain into Bowlees Creek after, as described below, the northwest window is added to the surface water management system. In 1993 or 1994, Petitioner began the process of developing the Site following the sale five years earlier of the larger 70-acre parcel. Mr. Beruff has been in the development business for 20 years. His career began in 1980 when Mr. Beruff became an employee for U.S. Homes and Modern Builders; he became self-employed in 1984. Mr. Beruff has developed seven commercial and ten residential developments. Application Process Deciding to pursue warehouse development for the Site, Petitioner initiated the development process by hiring an engineer and environmental consultant. With the assistance of these consultants, Petitioner prepared its application for an ERP. By application dated October 9, 1998, and filed November 13, 1998, Petitioner requested that Respondent issue an individual ERP for the construction on the Site of a surface water management system in connection with the construction of two warehouse buildings, paved parking and loading areas, and a detention pond, as well as the enhancement of the remainder of the existing wetland (Application). The Application states that the total building, parking, and loading areas would be 58,026 square feet and that wetlands constitute 3.37 acres of the 5.88-acre Site. The site plan attached to the Application shows a "wetland preservation & enhancement" area of 1.592 acres at the north end of the Site. To the south, toward Saunders Road, are two buildings with paved parking and loading areas. On the southwest corner is a "stormwater treatment & attenuation" area. After several discussions with Respondent's staff, Petitioner modified the proposed development. In its latest revision, the footprint of the proposed development would occupy 2.834 acres of wetland, leaving 1.826 acres of wetland. On November 13, 1998, Petitioner filed a Petition for Exemption, Waiver or Variance as to Mitigation Requirements, seeking an exemption, waiver, or variance from all laws requiring offsite mitigation or additional onsite mitigation for the portion of the wetland that would be destroyed by the proposed development. Drainage At present, the Site receives runoff from a total of 27 acres. The offsite contributors of runoff are the Cheetah Parcel and a segment of Saunders Road east of 21st Street East. These locations have drained into the Site for hundreds of years. In general, drainage raises two distinct issues: water quality and water quantity. For an open drainage basin, the issue of water quantity expresses itself primarily in runoff discharge rate, although historic basin storage is also an issue. As discussed in the Conclusions of Law, the Respondent's Basis of Review identifies different storm events to which applicants must design different components of surface water management systems. For water quantity, the system may release no more than the permitted discharge rate in the design storm, which is the 25-year, 24-hour storm event. At present, the design storm would produce about eight inches of rain, although the same design storm, due to a different model or modeling assumptions, produced 9.5 inches of rain at the time of the issuance of the permit for the Cheetah Parcel. (The practical effect of this change in the calculation of the design storm is that the quantitative capacity of the surface water management system of the Cheetah Parcel is nearly 20 percent greater than would be required today.) For water quality, the system must capture the first inch of runoff (sometimes only the first half-inch of runoff, depending on the type of system and receiving waterbody). In contrast to the relatively infrequent 25-year storm, approximately 90 percent of the storms in Respondent's jurisdiction produce no more than one inch of runoff. The underlying premise is that the first inch of runoff contains nearly all of the contaminants that will be flushed from impervious surfaces. The Cheetah surface water management system features a wetland and a retention pond along the north property line of the Site. The Cheetah pond and wetland attenuate runoff before allowing it to drain south onto the Site. The Cheetah surface water management system also includes a swale running north along 24th Street East to take runoff eventually to Bowlees Creek. The Saunders Road surface water management system discharging onto the Site consists largely of an underground, offline storage and attenuation system that stores excess runoff, as compared to pre-development rates, in lateral pipes off a weir. Nothing in the record suggests that the surface water management systems authorized by the Cheetah Permit or the Saunders Road Permit fail to provide reasonable assurance that the discharged runoff is of satisfactory water quality. Following their respective permits in 1986 and 1988, respectively, the rates of discharge of runoff from the Cheetah Parcel and Saunders Road were no greater post- development than they had been pre-development. The Cheetah Parcel post-development and pre-development discharge rates were both 10.6 cubic feet per second (cfs). The Saunders Road post-development and pre-development discharge rates were both 32.4 cfs. In issuing the 301 Permit, Respondent authorized the construction of a drainage system that would take runoff north along 24th Street East and then west, eventually emptying into Bowlees Creek. Conforming to the previous drainage system, the new system replaced an open ditch with underground stormwater pipes. Of particular relevance to the Site, two prominent features of the system authorized by the 301 Permit were windows in the vicinity of the southwest and northwest corners of the Site (Southwest Window and Northwest Window). A window is an opening in the wall of a hardened structure whose purpose includes drainage. The opening is constructed at a certain elevation and a certain size to allow specified volumes or rates of water to pass into the structure and then offsite. The 301 Permit authorized the construction of a swale along the southwest corner of the Site to direct runoff discharging from the Saunders Road system into the Southwest Window. This swale has been construed. However, several problems have precluded the construction of the Southwest Window, probably permanently. The most serious problem, from an engineering perspective, is the failure to lay the stormwater pipe along 24th Street East at the proper depth. The stormwater pipe was erroneously installed at an elevation of 15.32 feet National Geodetic Vertical Datum (NGVD), and the Southwest Window was to have been cut at a control elevation of 14.75 feet NGVD. The discharge elevation of the Saunders Road outlet precludes raising the control elevation of the Southwest Window sufficiently to allow gravity drainage into the stormwater pipe. Exacerbating the discrepancy among the as-built elevations of the three structures is what appears to be a design problem belatedly recognized by Respondent. Respondent is justifiably concerned that the Southwest Window, at a control elevation of 14.75 feet NGVD, would draw down the water elevation of the Site's wetland, which is at a wet season elevation of 16.5 feet NGVD (now actually 17 feet NGVD, possibly due to the absence of the Southwest Window). A third problem with the Southwest Window is that the southwest corner of the Site was not historically a point of discharge, so the Southwest Window would deprive the Site's wetland of runoff. Fortunately, neither the Southwest nor the Northwest Window is essential for the proper operation of the surface water management system of 301 Park of Commerce, which largely depends on a series of lakes for treatment and attenuation. The Northwest Window was to be at elevation 16.5 feet NGVD, and its construction would provide needed drainage for the Site. In general, the Northwest Window does not raise the same concerns as does the Southwest Window. The Northwest Window is in the vicinity of the historic point of discharge for the Site and replaces a ditch permitted for the Cheetah Parcel to take runoff north along 24th Street East. The Northwest Window would also alleviate a standing-water problem at the northwest corner of the Site. However, Manatee County, which controls the right- of-way on which the Northwest Window is located and is responsible for its construction and maintenance, has discovered that it lacks a sufficient property interest to access the Northwest Window. The County has since initiated the process by which it can obtain the necessary interest, and, once completed, the County will cut the Northwest Window into the existing structure. Due to the role of the Northwest Window in draining the runoff in the area, including the Site, the Application reincorporates the Northwest Window, as it should have been constructed pursuant to the 301 Permit. Although the Cheetah and Saunders Road permits resulted in greater runoff volume entering the Site, more importantly to area drainage, these permits did not result in greater runoff rates and or in a deterioration in runoff water quality. Likewise, the failure to construct the Southwest Window and Northwest Window is not especially relevant to area drainage, nor is the likely inability ever to construct the Southwest Window. Far more important to area drainage is the fact that Petitioner proposes that the Site, post-development, would produce a runoff rate of 10.6 cfs, as compared to a pre-development runoff rate of 7 cfs. A serious adverse impact to area drainage, the proposed activity increases the runoff rate by 50 percent in a floodprone, 80-percent builtout basin--a basin of such sensitivity that Manatee County is imposing a post-development requirement of substantially reduced runoff rates. The cumulative impacts of the proposed development, together with existing developments, would be to cause substantial flooding of the Bowlees Creek basin. Petitioner's expert attempted to show that the runoff from the Site, which is at the extreme eastern end of the Bowlees Creek basin, would be delayed sufficiently so as not to exacerbate flooding. Respondent's expert thoroughly discredited this testimony due, among other things, to its reliance upon obsolete data and an unrealistic limitation upon the assumption of the direction of travel of storms. Similarly, Petitioner failed to prove that the authorized discharge rate for the 301 Permit is 42 cfs. This assertion is most succinctly, though not exclusively, rebutted by the fact that the 42-inch pipe can only accommodate 18 cfs. Even if the 42-inch pipe could accommodate a substantially greater runoff rate, Petitioner's expert would have erroneously inferred a permitted discharge rate from this increased capacity without negating the possibility that other structures in the 301 surface water management system effectively reduced the rate or that oversized structures existed to accommodate higher runoff rates in storms greater than the design storm. In addition to increasing the runoff rate by 50 percent, Petitioner's proposal would also reduce the historic basin storage by over 40 percent. Displaced basin storage moves downstream, increasing flood levels from fixed storm events. At present, the Site provides 8.68 acre-feet of historic basin storage. The Application proposes to replace this storage with storage in the wetland and retention pond totaling only 4.9 acre-feet. The loss of 3.8 acre-feet of basin storage means that this additional volume of water would, post-development, travel down Bowlees Creek. A final drainage deficiency in Petitioner's proposal arises out of a berm's proposed outside of the Northwest Window. A one-foot bust in the survey of Petitioner's expert would have resulted in this berm preventing runoff from entering the Site from the Cheetah Parcel, as runoff presently does. Respondent's expert suggested several possible alternatives that might result in a permittable project with respect to post-development runoff rates (the record is silent as to the effect of these alternatives upon historic basin storage, although it would seem that they would add storage). Reducing the area of destroyed wetlands to one acre would probably reduce the excess of post-development runoff rate to 1-2 cfs. Petitioner could then obtain offsetting attenuation through a variety of means, such as by obtaining an easement to use the wetland on the Cheetah Parcel, constructing an attenuation pond on the 9-acre parcel, or constructing underground vaults in the filled area of the wetland on the Site. Wetlands Except for the road right-of-way, the Site is undeveloped and forested. The presence of 25-year-old red maples militates against attributing the transition from an herbaceous to a forested wetland to the failure to install the Northwest and Southwest windows. More likely, this transition to the sub-climax species of red maple and willow (in the absence of a cypress source) is due to the repression of fire on the Site. Experts for the opposing sides differed sharply in their biological assessments of the wetland. Petitioner's expert described a stressed wetland whose impenetrable thicket provided habitat only to a lone rat and swarm of mosquitoes. Respondent's expert described a robust wetland featuring a luxuriant overstory of red maple and Carolina willow; an rich understory of ferns, and diverse wildlife ranging from birds in the air (direct evidence); fish, snails, and tadpoles in a small pond (direct evidence); and squirrel and opossum (indirect evidence) scampering (indirect evidence) among the buttonbush, elderberry, and wax myrtle (direct evidence). Undoubtedly, the wetland has been stressed; approximately 30 percent of the wetland vegetation is Brazilian pepper, which is a nuisance exotic. However, the wetland is well hydrated. Issuance of the Cheetah Permit was predicated, in part, upon the rehydration of the wetland on the Site. With the issuance of the Cheetah Permit and especially the Saunders Road Permit, the quality of water entering the wetland has improved by a considerable amount. As already noted, added volumes of runoff are entering the wetland since the issuance of these two permits, although post-development runoff rates are the same as pre-development runoff rates. On balance, the wetland is functioning well in providing habitat and natural drainage functions. Giving due weight to the current condition of the wetland, the enhancement offered by Petitioner does not approach offsetting the loss of wetland area. In return for destroying 2.83 acres of the wetland, Petitioner proposed the enhancement of the remaining 1.83 acres by removing exotic species to no more than 10 percent of the total vegetation. The mitigation is plainly insufficient because of the level of functioning of the entire wetland at present. Additionally, Petitioner has failed to demonstrate that the Brazilian pepper, which is the major nuisance exotic occupying the Site, is evenly distributed; to the contrary, it is present mostly outside the wetland, along a berm just outside of the wetland. The lack of seedlings and old specimens suggests that the Brazilian pepper population may not be stable and may itself be stressed. Petitioner's failure to show that the remaining wetland area has more than 10 percent infestation or is likely to suffer additional infestation further undermines the effectiveness of the proposed mitigation. Respondent has never issued an ERP for a proposed activity involving the alteration of wetlands when the enhancement mitigation ratio is as low as .65:1, as Petitioner proposes. In general, Respondent requires higher mitigation ratios when proposals involve wetlands enhancement, rather than wetlands creation, because the wetlands to be enhanced are already functioning--in these cases, at a relatively high level. Although Petitioner has been unwilling to consider such alternatives, numerous alternatives exist for offsite mitigation or mitigation banking, if insufficient area exists for adequate onsite mitigation. Lastly, Petitioner devoted considerable effort at hearing to portraying Respondent's handling of the Application as flawed and unfair. However, the evidence does not support these assertions. Most strikingly, Respondent's staff treated the drainage windows inconsistently, to the benefit of Petitioner. They treated the Northwest Window as installed for the purpose of calculating the pre-development runoff discharge rate to Bowlees Creek. Until the Northwest Window is installed, the actual rate is even lower. This approach is justifiable because the Northwest Window will be installed at some point. On the other hand, Respondent's staff ignored the higher wetland elevation on the Site, presumably resulting from the absence of the Southwest Window. However, this approach, which benefits Petitioner in calculating wetland drawdown effects, is unjustifiable because the Southwest Window probably will never be installed. Petitioner's specific complaints of unfair treatment are unfounded. For example, Petitioner suggested that Respondent credited Lowe's with wetland acreage for the littoral shelf of its wetland, but did not do so with the wetland on the Site. However, Petitioner produced no evidence of similar slopes between the two shelves, without which comparability of biological function is impossible. Additionally, Petitioner ignored the possibility that, in the intervening 14 years, Respondent may have refined its approach to wetland mitigation. Although occurring at hearing, rather than in the application-review process, Respondent's willingness to enter into the stipulation that the Site presently drains into Bowlees Creek, despite recent data stating otherwise, was eminently fair to Petitioner. Absent this stipulation, Respondent would have been left with the formidable prospect of providing reasonable assurance concerning drainage into the floodprone Bowlees Creek when the post-development rate was 10.6 cfs and the pre-development rate was 0 cfs.
Recommendation Based on the foregoing, it is RECOMMENDED that Respondent deny Petitioner's application for an environmental resource permit and for an exemption, variance, or waiver. DONE AND ENTERED this 29th day of February, 2000, in Tallahassee, Leon County, Florida. ___________________________________ ROBERT E. MEALE 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 29th day of February, 2000. COPIES FURNISHED: S. W. Moore Tracey B. Starrett Brigham. Moore, Gaylord, Schuster, Merlin & Tobin, LLP 100 Wallace Avenue, Suite 310 Sarasota, Florida 34237-6043 Mark F. Lapp Jack R. Pepper Assistant General Counsel Southwest Florida Water Management District 2379 Broad Street Brooksville, Florida 34609 E. D. "Sonny" Vergara Executive Director Southwest Florida Water Management District 2379 Broad Street Brooksville, Florida 34609-6899
