The Issue The issue in this case is whether Respondents Paul Crum, Sr., and Paul Crum, Jr. (the "Crums"), are entitled to the Noticed General Permit issued by the Department of Environmental Protection ("Department") for the construction of a single- family residential dock and associated structures.
Findings Of Fact Background The Crums are the owners of the riparian property located at 15696 Shark Road West, Jacksonville, Florida. The Crum property is adjacent to Pumpkin Hill Creek, which lies within the Nassau River-St. Johns River Marshes Aquatic Preserve. Extending from the Crum property into Pumpkin Hill Creek is an existing wood dock approximately 90 feet long and four feet wide, with a platform near the landward end of the dock. Petitioner Brooks owns the property immediately adjacent to and north of the Crum property. Petitioner Brooks has a dock and boat lift. Petitioner Cole owns the property immediately adjacent to and southeast of the Crum property. The Cole property is located on a salt marsh and has no dock. Petitioner Jones lives approximately 3,200 feet north of the Crum property, on a tributary to Pumpkin Hill Creek. Petitioner Jones has fished Pumpkin Hill Creek and the surrounding waters for over 25 years. Noticed General Permits are a type of environmental resource permit granted by rule for those activities which have been determined to have minimal impacts to water resources. Florida Administrative Code Rule 62-341.427 grants by rule a general permit to construct a single family pier, along with boat lifts and terminal platforms, provided certain specific criteria are met. In August 2005, the Crums applied for a Noticed General Permit to extend their existing dock into deeper water. The Department issued a Notice of Determination of Qualification for Noticed General Permit, but later rescinded the authorization after Petitioner Brooks complained to the Department that the landward end of the existing dock is located only 21 feet from her property boundary and, therefore, did not comply with Florida Administrative Code Rule 18-21.004(3)(d), which requires that a dock be set back a minimum of 25 feet "inside the applicant's riparian rights lines." In November 2005, the Crums re-applied for a Noticed General Permit. Their revised plans called for removal of the existing dock and construction of a new dock extending approximately 255 feet out into Pumpkin Hill Creek. The proposed dock would be located a minimum of 25 feet inside the Crums' riparian rights lines. On December 6, 2005, the Department issued a Notice of Determination of Qualification for a Noticed General Permit for the revised dock, stating that the project satisfied the requirements of Florida Administrative Code Rule 62-341.427, as well as the conditions for authorization to perform activities on state-owned submerged lands set forth in Florida Administrative Code Rule 18-21 and for activities in an aquatic preserve under Florida Administrative Code Rule 18-20. In April 2006, Petitioners filed three petitions for hearing with the Department alleging that the proposed dock significantly impedes navigation by restricting access to a tidal creek and extends more waterward than necessary to access a water depth of (minus) -4 feet at mean low water, which is prohibited for docks in aquatic preserves under Florida Administrative Code Rule 18-20.005(3)(b)3. Petitioners attached to their petitions a copy of a bathymetric survey showing the elevations of the submerged lands in the vicinity of the proposed project. In response to the information contained in the survey, the Crums revised their plans to shorten the dock to its currently proposed length of 186.56 feet. A new Notice of Determination of Qualification for a Notice General Permit was then issued by the Department on October 16, 2006. The final dock project consists of: (a) removal of the existing wood dock; (b) construction of a four-foot wide, 186.56-foot long, single family residential dock consisting of an access pier, a 12-foot by 12-foot terminal platform, and a 14-foot by 20-foot open boat lift with catwalk (the “proposed dock”). The proposed dock will terminate where the water will be four feet deep at mean low water. Navigating in and Near the Tidal Creek To the south of the Crum property is a wide expanse of salt marsh. Within the salt marsh are unnamed tidal creeks. The mouth of one tidal creek that flows to Pumpkin Hill Creek is located approximately 90 feet south of the existing Crum dock. The tidal creek is shallow and is not navigable at or near low tide. Petitioner Jones owns an 18-foot flatboat which he sometimes keeps at his residence and sometimes at Petitioner Brooks' property. The boat draws about one foot of water. Petitioner Jones uses this boat to fish in the tidal creek located near the Crum property about ten times every month. No evidence was presented to show that Petitioner Brooks or Petitioner Cole ever navigate in or otherwise use this tidal creek. There are many other tidal creeks located in the marshes associated with Pumpkin Hill Creek. Petitioner Jones boats and fishes in most of them. Petitioner Jones said that, currently, he must wait two hours past low tide for the water depth to be sufficient for him to get into the tidal creek near the Crum property. His usual course to the creek lies just beyond the end of the existing Crum dock. He claims there is a channel there, but no channel is shown on the survey or in any of the parties' photographs. After the proposed dock is constructed, Petitioner Jones' usual course to the tidal will be obstructed. He contends that the new course he would have to take to the tidal creek will take him across shallower areas of Pumpkin Hill Creek so that he will have to wait two more hours (a total of four hours) after low tide to get into the creek. Therefore, Petitioner Jones' alleged injury is the reduction of the hours available to him to navigate in and out of the tidal creek for fishing. The existing Crum dock terminates on a broad mud flat which is exposed at mean low water. However, the bathymetric survey shows the mud flat is at a lower elevation near the end of the dock so water covers this area before it covers the rest of the mud flat. However, the bathymetric survey also shows the elevation of the bottom rising as one moves south from the existing dock. At the mouth of the tidal creek the elevation is 1.0 feet NGVD (National Geodetic Vertical Datum, an official, surveyed reference point). Because the tidal creek drains into the main body of Pumpkin Hill Creek, a reasonable inference can be made that the bottom elevations in the creek generally become higher (and the water depths decrease) as one moves up the creek toward dry land. Prop scars in the exposed bottom at the end of the existing dock indicate that boats have traveled over this area when the water was so shallow that the engine props were striking the bottom. Prop scarring can cause turbidity and damage to benthic organisms. The bathymetric survey indicates that mean high water in this area of Pumpkin Hill Creek is 3.03 feet NGVD, and the mean low water is -1.78 feet NGVD. The mean tidal fluctuation between mean low water and mean high water is thus 4.81 feet. Randall Armstrong, who was accepted as an expert in navigation and piloting, explained that in this area, where there are two daily tides, the water elevation will generally increase by 1/12 of the mean tidal fluctuation in the first hour after mean low water, another 2/12 of the fluctuation in the second, and 3/12 in the third hour. Applying this general rule to the tidal fluctuation here of 4.81 feet results in an estimated 1.2-foot increase in water elevation two hours after low tide and a 2.4-foot increase three hours after low tide. Based on the mean low water elevation of -1.78 feet NGVD, the water elevation would usually be about -0.6 foot NGVD two hours after low tide and 0.6 foot NGVD three hours after low tide. Therefore, the tidal creek (with a bottom elevation of 1.0 foot NGVD at the mouth) would usually be "dry" two hours after low tide and would usually have less than a foot of water three hours after low tide. That evidence contradicts Petitioner Jones' statement that he now navigates into the tidal creek two hours after low tide. That might occasionally be possible, but the bathymetric survey indicates the creek would usually be too shallow at that time. In fact, the evidence suggests that the tidal creek is only reliably navigable without causing prop scars to the bottom by using boats with very shallow draft and waiting until high tide (or shortly before or after) when the water depth at the mouth of the creek would be about two feet. It was Mr. Armstrong's opinion that the 1.0-foot NGVD elevation at the mouth of the tidal creek determines when and how long the tidal creek is navigable, and those times would not be affected by the proposed dock. He described the new course that a boater would use to navigate into the tidal creek after the proposed dock is built. He used the bathymetric survey to show that when the water is deep enough to navigate into the tidal creek, the water depth is also sufficient to navigate the new course. The proposed dock might, as Petitioner Jones alleges, cause boaters to traverse a longer section of the mudflat then they do currently. However, the more persuasive testimony supports the Crums' position that the navigability of the tidal creek is controlled by its shallowest point at the 1.0-foot NGVD elevation and that the proposed dock will not interfere with navigation of the tidal creek by requiring boaters to traverse shallower areas. Petitioner Jones testified that he regularly navigates his boat close to the existing Crum dock. The evidence does not indicate that the proposed dock would cause an unreasonable risk of collision for boaters using the new course to the tidal creek.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the Secretary of the Florida Department of Environmental Protection enter a final order that grants Noticed General Permit No. 16-253057-002-EG to the Crums. DONE AND ENTERED this 22nd day of December, 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 22nd day of December, 2006.
The Issue The issue to be determined is whether Bradford County meets the criteria listed in Florida Administrative Code Rule 62-330.051(4)(e) for a road repair exemption.
Findings Of Fact Based upon the demeanor and credibility of the witnesses, the stipulations of the parties, and the evidentiary record of this proceeding, the following Findings of Fact are made: The Parties Dr. Still resides at 14167 Southwest 101st Avenue, Starke, Florida. That property abuts work that was performed pursuant to the Exemption. The District is a water management district created by section 373.069(1), Florida Statutes. It has the responsibility to conserve, protect, manage, and control the water resources within its geographic boundaries. See § 373.069(2)(a), Fla. Stat. The District, in concert with the Department of Environmental Protection, is authorized to administer and enforce chapter 373, and rules promulgated thereunder in chapter 62-330, regarding activities in surface waters of the state. The District is the permitting authority in this proceeding and issued the Exemption to the County. The County is a political subdivision of the State of Florida. The County is responsible for keeping county roads and structures within its boundary in good repair and for establishing the width and grade of such roads and structures. §§ 334.03(8) and 336.02(1)(a), Fla. Stat. 101st Avenue, a dirt road, was constructed decades ago and runs in a general north/south direction for several miles. It was in existence, publicly used, and under County maintenance long before January 1, 2002. Dr. Still acknowledged that when he purchased his property in 1996, the road was publicly used and was being maintained by the County. The centerline of 101st Avenue has existed in its current position as long as Mr. Welch, the Bradford County surveyor, has been familiar with the property, since at least 1996. The County owns and is allowed to use a 60-foot right-of-way (“ROW”) extending 30 feet to either side of the centerline. The driving surface of 101st Avenue has consistently been from 20 to 22 feet in width, with drainage structures extending further into the ROW. The evidence was convincing that 101st Avenue was regularly maintained or repaired by the County for more than seven years prior to the Exemption. The evidence was equally convincing that, during that period, the width of the road that actually has been maintained or repaired is substantially -- if not identically -- the same as the width of 101st Avenue after the road repairs under the Exemption were completed. 101st Avenue was, prior to the exempt road repair work, “very wet” during rainy periods, and cars and trucks would routinely get stuck in the mud. Mr. Welch testified credibly that 101st Avenue was “a mess” even before the events that led to the work covered by the Exemption. It is reasonable to conclude that the driving surface of 101st Avenue may have shifted by a matter of feet in either direction over the years prior to the exempt road repairs, which would have generally been the result of persons driving off of the driving surface to escape impassable areas, and of the imprecision inherent in grading a dirt road with a large motor grader. The evidence established that the County has maintained 101st Avenue at a location as close to the established centerline as possible, and has not intentionally moved or realigned 101st Avenue from its historic location. Mr. Welch was very familiar with 101st Avenue, having used it numerous times, including during the period leading up to the events that precipitated the road repair work at issue. He testified to two surveys he performed of the area, first in 1996, and again in the vicinity of the Still property in May 2017. He testified that 101st Avenue was under County ownership and maintenance prior to his first survey in 1996. Photographic evidence offered by Dr. Still showed 101st Avenue to be significantly degraded near his property for several years leading up to 2017. Turbidity of the waters passing alongside and under 101st Avenue was “a long ongoing issue with this road,” dating back to at least 2015. 101st Avenue “was in pretty poor shape” in January 2017. Cars would routinely go around wet areas on the driving surface and possibly onto Dr. Still’s property. That gave the appearance of a change in the eastern ROW. Over a period of years prior to the Exemption work, the ROW may have crept eastward as the road was graded, ditches were maintained, and residential traffic diverted around impassable areas. The shift could have been as much as 10 to 15 feet, but the evidence establishing such was neither precise nor compelling. However, even if the ROW shifted over time, the movement was not the result of intentional operation and maintenance by County staff, but was a gradual, unintentional movement over time. Such a gradual shift is common with dirt and limerock roads. Furthermore, the alignment of the travel surface was stable, and was always within the 60-foot ROW, although the stormwater structures may have gone beyond the ROW. In August 2017, a series of storm events caused 101st Avenue to be flooded. Dr. Still testified that the existing road and ditches and most of the areas adjacent to his property were “destroyed” by continued public use after the August 2017 rain event. He believed there was no way to ascertain the alignment of 101st Avenue. Around September 10, 2017, Hurricane Irma impacted the County, causing substantial flooding and damaging numerous dirt and limerock roads in the County, including 101st Avenue. 101st Avenue was partially damaged from flooded conditions, and rendered completely impassable at places along its path, which led motorists to drive off of the established roadway onto adjacent properties to get through. The diversion of traffic off of the road surface was due to the personal decisions of the public using the road, and was not the result of any direction, operation, or maintenance by County staff. 14 After Hurricane Irma, Governor Scott issued emergency orders that allowed local governments to undertake necessary repairs to roadways. The County issued similar emergency orders.1 In November 2017, Mr. Welch performed a survey to establish the alignment of the road. 101st Avenue was partially repaired consistent with the survey and pursuant to the emergency orders, with the work beginning in December 2017. As the work to repair 101st Avenue was proceeding, Dr. Still asserted that the ROW encroached onto his property. He and Mr. Welch walked the property line, noted that the ROW appeared to extend across a fence installed on the west side of 101st Avenue, and staked the disputed area. Though the County believed it was working within its ROW, it decided, more as a matter of convenience to avoid the time and expense of litigation, to purchase the disputed area. Thereafter, on January 5, 2018, the County purchased 1.78 acres of property from Dr. Still, which was incorporated into the County ROW.2 The purchase of the property, and establishment of the undisputed ROW, was completed well before the December 23, 2019, filing of the Petition. The travel surface of the road remained within the prescriptive and historical ROW. The “footprint” of 101st Avenue was the same before and after the road repair work. Dr. Still admitted that the road had not “physically moved.” However, he believes that the County’s use of the 1 Since the Exemption work was largely (and lawfully) performed under the emergency orders, the County’s Exemption application was filed after the repair work had begun on 101st Avenue, and is considered an after-the-fact application. The application for the Exemption was originally filed pursuant to rules 62-330.051(4)(b) and (e). The County thereafter withdrew its request for an exemption pursuant to rule 62-330.051(4)(b), and limited its Exemption to rule 62-330.051(4)(e), which establishes the standards at issue in this proceeding. The District’s December 10, 2019, proposed agency action granted the Exemption for resurfacing the entirety of the length of 101st Avenue. 2 The evidence was not sufficient to establish that the ROW actually encroached onto Dr. Still’s property. It is equally plausible that the fence encroached into the 101st Avenue ROW. Nonetheless, the issue was -- or should have been -- resolved when the County agreed to pay Dr. Still to extinguish any plausible claim to the property in dispute. 1.78 acres of purchased property for the ROW constitutes a realignment of 101st Avenue. From an engineering perspective, as long as a road surface is within an established ROW, and there has been no intentional change in its direction or trajectory, the road is not “realigned.” The evidence established that 101st Avenue remained within its established ROW, and there was no intentional change in its direction or trajectory from the repair work. The work performed under the exemption involved grading 101st Avenue along its entire length, and applying asphalt millings and a sealant to stabilize the travel surface. The asphalt millings placed on the 101st Avenue travel surface were applied on top of the “as-is” existing limerock. The millings provided structure and stability to the travel lanes, and eliminated erosion and the large muddy bogs that were a feature of the road during the rainy season and after storms. There was no persuasive evidence that the millings materially raised the height of the road travel surface. Mr. Rischar testified that 101st Avenue, after the road repair work, is now in good condition and intact. The asphalt millings are not “loose” but are bound together. The work stabilized the roadbed, provided structural integrity, and improved water quality as compared to a simple graded road. His testimony is accepted. Dr. Still produced several photographs depicting a small pile of dirt near a roadside ditch near the drainage culvert under 101st Avenue. The pile pre-dated the Exemption work. Ms. Diaz testified that the mounds had been “taken care of,” and they do not appear in any post-Exemption photographs. There was no evidence of any excavated material having been deposited at or near the Still property from the exempt road repair work. As part of the Exemption work, drainage structures were incorporated to receive and convey stormwater from the road surface. Rule 62- 330.051(4)(e)5. requires that work performed under a road repair exemption incorporate “[r]oadside swales or other effective means of stormwater treatment.” The evidence was not sufficient to demonstrate that the stormwater structures incorporated along 101st Avenue met the stringent criteria for “swales” as set forth in the Applicant’s Handbook, Volume II, §§ 5.5.1 and 5.5.2. However, the testimony was convincing that the drainage work incorporated into the road repairs was an “other effective means of stormwater treatment.” Dr. Still’s testimony as a “citizen scientist” was not sufficient to overcome the expert testimony offered by the County and the District. During the initial phases of the work, when the County was acting under the post-Irma emergency orders, the County had not installed silt fences. Dr. Still complained to the County, and silt fences and turbidity curtains were installed. Dr. Still admitted that they “functioned fairly well.” The silt fences and turbidity curtains were installed prior to the December 23, 2019, filing of the Petition. The turbidity curtains and silt screens met best management practices (“BMPs”). BMPs are generally construction-related practices, and are not designed for the “operation” of a facility after conditions have stabilized. Compliance with BMPs is intended to demonstrate compliance with water quality standards. Ms. Carr directed the County to remove the turbidity control curtains prior to her last inspection since the area had stabilized. While photographic evidence depicted differences in the appearance of water in the roadside ditches from that flowing under the road from forested areas to the west, the photographs were not sufficient to establish violations of state water quality standards for turbidity. A turbidity violation is, by definition, a reading of 29 Nephelometric Turbidity Units (NTUs) over background as measured by a meter. Fla. Admin. Code R. 62-302.530(69). Ms. Carr testified credibly that one cannot gauge water quality from a picture, and that the photographs she took on her December 20, 2018, site visit did not depict the conditions “in real life.” District employees who visited the area, including Ms. Carr, saw nothing that raised water quality concerns. The appearance of the water in photographs is not sufficient to demonstrate that the County failed to control turbidity, sedimentation, and erosion during and after construction to prevent violations of state water quality standards due to construction-related activities. Dr. Still was critical of the District inspectors for failing to take turbidity samples using calibrated meters. However, he did not take such samples himself, and was not able to offer proof of any violation of water quality standards due to the exempt road repairs. Rule 62-330.050(9)(b)5., read in conjunction with rule 62- 330.051(4)(e)8., provides that the “construction, alteration, and operation” of exempt road repair work shall not “[c]ause or contribute to a violation of state water quality standards,” and that “[t]urbidity, sedimentation, and erosion shall be controlled during and after construction to prevent violations of state water quality standards.” The rules establish that the standards and conditions apply to the exempt work being performed, and not to conditions in the area that may have existed prior to the exempt work. The issue of turbidity, though discussed at length during the hearing, was resolved conclusively when Dr. Still admitted that turbidity was not made worse by the road repairs. Furthermore, a preponderance of the evidence established that the structure and stability provided to the travel lanes improved the turbidity and sedimentation that pre-dated the road repair, and reduced erosion of the road, not only by the repair of the road itself, but by eliminating the need to drive off of the road surface to avoid and bypass impassable areas. The Exemption work included the replacement of a culvert under 101st Avenue. At some time between January 8, 2018, and January 19, 2018, an existing 30-inch culvert was removed and replaced with two 24-inch culverts. Dr. Still complained that the 24-inch culverts were resulting in flooding of his property. Therefore, on or about December 17, 2019, prior to the December 23, 2019, filing of the Petition, the 24-inch culverts were removed, and a 30-inch culvert was installed to match the size and capacity of the previously existing culvert, and return the area to its pre-existing condition. There was no evidence that the current 30-inch culvert has resulted in any flooding. Since the 30-inch culvert reestablished the pre-Exemption condition, a strong inference is drawn that the exempt work will not “cause adverse water quantity or flooding impacts to receiving water and adjacent lands.” Rather, the evidence establishes that water quantity impacts, if any, were in existence prior to the exempt road repairs.3 The work was not related to the alteration or maintenance of a “culverted roadway crossing,” despite the culvert work. Thus, the previous inclusion of rule 62-330.051(4)(b) as a basis for the County’s Exemption request was withdrawn. The District accepted that withdrawal, and its notice of Exemption did not include any reference to the culvert. As indicated in the Preliminary Statement and the amended disposition of the Motion in Limine, the road repair Exemption does not explicitly address culvert replacement. Therefore, any allegation that the replacement of the culvert was a violation of District permitting standards must be taken up with the District as an exercise of its enforcement discretion, and is not an issue in this proceeding. Dr. Still produced photographs that were described as depicting “sediment” that was deposited along a “canal” on his property between 101st Avenue and a cleared utility easement. To the extent the photographs depicted sediment as described, which was not visually apparent, they were not sufficient to prove when any such sediment was deposited, or whether the sediment was related to the road repairs performed under the Exemption. 3 Again, simplistically, work performed under the road repair exemption is not designed to make pre-existing water quality and water quantity issues better, it just cannot make those conditions worse. Mr. Rischar testified convincingly that there was no scientific data to support a determination that there are water quality issues, including turbidity, at the roadway. Dr. Still produced photographs of the post-Exemption condition of 101st Avenue with several comparatively tiny depressions that, if never maintained, would presumably develop into potholes. Despite the nascent depressions, the road appeared to be vastly improved from its condition prior to the repairs, as evidenced by Dr. Still’s pre-Irma photographs. Mr. Rischar testified credibly that any roadway, from the least developed dirt road to the most highly developed interstate highway can, and does, develop holes in the travel surface over time. For that reason, governmental bodies, including the County, maintain roads, including 101st Avenue. The photographs provide no support for a finding that the exempt road repairs have resulted in any violation of a standard in either rule 62-330.051(4)(e)8. or rule 62- 330.050(9)(b)5. The evidence established that 101st Avenue was regularly maintained and repaired by the County for more than seven years prior to the Exemption, and that the road repairs did not realign, expand the number of traffic lanes, or alter the width of the existing road. The evidence established that the work performed under the Exemption did not realign 101st Avenue. The repairs to 101st Avenue included work reasonably necessary to repair and stabilize the road using generally accepted roadway design standards. The evidence demonstrates that no excavated material related to the work under the Exemption was placed at or near Dr. Still’s property or, for that matter, anywhere along 101st Avenue. The evidence established that the repairs to 101st Avenue did not adversely impound or obstruct existing water flow, cause adverse impacts to existing surface water storage and conveyance capabilities, or otherwise cause adverse water quantity or flooding impacts to receiving waters and adjacent lands. The evidence was not sufficient to establish that the road repair work caused or contributed to a violation of state water quality standards. Ultimate Findings of Fact The greater weight of the competent substantial evidence establishes that 101st Avenue was in existence long before January 1, 2002, has been publicly used since that time, and has been regularly maintained and repaired by the County for more than seven years prior to the Exemption. Evidence to the contrary was not persuasive. The greater weight of the competent substantial evidence establishes that during its relevant period of existence, the width of 101st Avenue that actually has been maintained or repaired is substantially -- if not identically - - the same as the width of 101st Avenue after the road repairs under the Exemption were completed. The work performed under the Exemption did not realign or expand the number of traffic lanes of 101st Avenue. The repairs to 101st Avenue included work reasonably necessary to repair and stabilize the road using generally accepted roadway design standards. Evidence to the contrary was not persuasive. The greater weight of the competent substantial evidence establishes that no excavated material related to the work under the Exemption was placed at or near Dr. Still’s property or, for that matter, anywhere along 101st Avenue. Evidence to the contrary was not persuasive. The greater weight of the competent substantial evidence establishes that the repairs to 101st Avenue did not adversely impound or obstruct existing water flow, cause adverse impacts to existing surface water storage and conveyance capabilities, or otherwise cause adverse water quantity or flooding impacts to receiving waters and adjacent lands. Evidence to the contrary was not persuasive. The greater weight of the competent substantial evidence establishes that the road repair work incorporated effective means of stormwater treatment, and did not cause or contribute to a violation of state water quality standards. Evidence to the contrary was not persuasive. The greater weight of the competent substantial evidence establishes that turbidity, sedimentation, and erosion were controlled during and after construction, and continue to be controlled, to prevent violations of state water quality standards. Erosion and sediment control BMPs were installed and maintained in accordance with applicable guidelines and specifications. Evidence to the contrary was not persuasive.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Suwannee River Water Management District enter a final order: Approving the December 10, 2019, Environmental Resource Permit (ERP): Exemption, ERP-007-233697-2, determining that activities related to the repair of Southwest 101st Avenue in Bradford County, Florida, met the criteria to be an exempt activity pursuant to rule 62-330.051(4)(e); and Taking such action pursuant to section 120.595(1) as it deems appropriate. The undersigned retains jurisdiction to determine the award of costs and attorneys’ fees pursuant to section 120.595(1)(d), if the final order makes such an award and the case is remanded by the Suwannee River Water Management District to DOAH for that purpose. DONE AND ENTERED this 19th day of November, 2020, in Tallahassee, Leon County, Florida. S E. GARY EARLY 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 19th day of November, 2020. COPIES FURNISHED: George T. Reeves, Esquire Davis, Schnitker, Reeves and Browning, P.A. Post Office Drawer 652 Madison, Florida 32341 (eServed) Paul Edward Still 14167 Southwest 101st Avenue Starke, Florida 32091 (eServed) Frederick T. Reeves, Esquire Frederick T. Reeves, P.A. 5709 Tidalwave Drive New Port Richey, Florida 34562 (eServed) William Edward Sexton, County Attorney Bradford County, Florida 945 North Temple Avenue Post Office Drawer B Starke, Florida 32091 (eServed) Hugh L. Thomas, Executive Director Suwannee River Water Management District 9225 County Road 49 Live Oak, Florida 32060 (eServed)
Findings Of Fact On February 10, 1988 Harry B. Williams made application to the Department of Natural Resources for permission to construct a single-family dwelling with appurtenant structures at 2831 Ponte Verda Boulevard South, South Ponte Verda Beach, Florida. The permit sought was a coastal construction control line permit which would allow construction seaward of that line in the direction of the Atlantic Ocean. A copy of that permit application may be found as Department's Exhibit Number 2. Associated with the permit application was a description of the plans related to the dwelling and other structures. This application was received by the Department February 11, 1988. Following a review of the permit application the Department deemed it complete as of February 22, 1988. A site inspection was made of the property and a report was prepared by an employee with the Department, a Mr. Partel. The report may be found as Department's Exhibit Number 4, which includes photographs of the prospective building site, together with the surrounding property to include dwellings to the north and south of the lot where the Williams home would be built. As commented on by Mr. Partel the applicant had intended at that time to construct a single-family dwelling a maximum of 75 feet seaward of the coastal construction control line. Although this evaluator, Mr. Partel, felt that the applicant had requested the right to construct a dwelling which was in line with existing construction, he felt that it could be moved further landward and that it could be limited in deck size and that a cantilevened form of construction was preferable to the concrete called for in the plans set out in the application information. It was also suggested that the sea oats that were in the way of the construction should be relocated seaward on a dune face slope where a denuded area is found. In this connection, the Department is empowered to make suggestions to the applicant concerning the minimization of the adverse impacts on the beach-dune system. Following the site visit of February 26, 1988 the Department wrote the applicant on March 11, 1988 and indicated concerns about the proximity of the dwelling to the crest of the dune. A copy of this correspondence may be found as Department's Exhibit Number 5. In the correspondence the Department asked the applicant to move the proposed dwelling 10 feet landward and that the 10 foot wide concrete patio, on the seaward side, be modified to a 10 foot wide wooden deck. The letter told the applicant that the approval would be conditioned on the sea oats and other dune grasses that would be disturbed by the proposed structures being replanted seaward of the project in the denuded areas of the dune. The applicant agreed to these changes. The relocation of the structure 10 feet landward took it away from the beach- dune system. The modified site plan that was brought about by the suggested changes is found Department's Exhibit Number 6, a copy of that amended site plan. With the relocation the construction would be 66 feet seaward of the coastal construction control line. An aerial photograph of the site location reference the basic design of the dwelling and the proximity to the relevant or existing coastal construction control line is found as Department's Exhibit Number 3. In responding to the suggestions to the change in location the modified site plan which moved the dwelling 10 feet landward was received by the Department on August 1, 1988. Under this arrangement the applicant had agreed to waive the requirements of Section 120.60, Florida Statutes pertaining to the obligation by the Department to review and decide its action of grant or denial within 90 days of date of receipt of the application. With the changes being made to the location of the proposed dwelling and associated structures and the type of construction materials used in the patio on the seaward side, together with the relocation of the plant life, the impact on the beach-dune system and adjacent property is acceptable. There is no adverse impact on the beach-dune system or on the adjacent properties. The location of the proposed dwelling and its associated structures as it relates to the 30-year erosion projection under the terms of Section 161.053, Florida Statutes, in this instance, shows that the dwelling would be approximately 55 feet landward of the 30-year erosion projection and not at risk. Calculations related to this finding may be found within Department's Exhibit Number 7. The existing coastal construction control line dates from January 28, 1988. Although the original application referred to the previous line of 1978 in describing the site plan and survey, the reason for this was that the site plan and survey were prepared prior to the establishment of the January 28, 1988 line, as allowed. In the course of the hearing appropriate reference was made to the January 28, 1988 line as it relates to the anticipated location of the dwelling and other structures as modified at the instigation of the Department. As contemplated by Section 161.053(5)(f), the Department required the applicant to provide mitigation of the- effects of the construction as a condition to a grant of the permit. Those permit conditions may be found in the Department's Exhibit Number 8, a copy of a proposed final order. Included within those would be the requirements for erection of a temporary construction fence on the site to protect existing native dune vegetation from the impacts of that construction, in addition to the requirement of the dune vegetation relocation. This would involve the irrigation and application of fertilizer to those plants with the expectation that a certain percentage would survive over time as described in this special condition. This project will not pose a hazard to the sea turtle and its hatchlings and habitat for the sea turtles and hatchlings. Ms. Butler, Petitioner in this cause, has a beach home which is north of the Williams property separated by a 10 foot easement between those properties. In mid July, 1988 Ms. Butler offered a written statement in opposition to the placement and size of the proposed dwelling together with other remarks and asked that the Department provide her information and documents pertaining to the application under the authority of Chapter 119, Florida Statutes. On August 10, 1988 the Department dispatched a letter of inquiry to surrounding property owners to include Ms. Butler and solicited remarks concerning the Williams application to be provided on or about August 20, 1988. Ms. Butler had received certain documents from the Department concerning the application sometime in the middle of August 1988. On August 18, 1988 Butler made known her objection to the project on the grounds that the concerns about the 30-year erosion line and the size and placement of the dwelling. On September 2, 1988 the Department informed Ms. Butler of the intent to grant the permit to Mr. Williams. A copy of that correspondence may be found as Petitioner's Exhibit Number 5. This led to a timely request for hearing by Ms. Butler stating her opposition to this project. The request was received in accordance with the Department's advice that the request must be filed by September 26, 1988. Based upon the prehearing conference and the discussion of those issues which would be allowed for consideration as stated in the request for hearing and the statement of particulars that attend the request for hearing, commented on by the hearing officer at the commencement of the final hearing, and found within the transcript and further stated in the issues portion to this Recommended Order, this case has been carried forward. The presentation made by the Petitioner, after the Department and applicant had offered their cases, was through her testimony and that of employees of the Department together with exhibits she offered. The testimony of the Department employees concerned the procedural techniques that the agency pursued in reviewing the application at issue. Ms. Butler described her concern for her property, and the area between her property and the Williams property. This is the 10 foot easement area which is sparsely vegetated and low. As a consequence she was concerned that her property might be destroyed with the advent of the Williams construction. She has no expertise in her own right nor did she present expert opinion from other witnesses which would tend to bear out her concern. She also expressed the concern that the Williams home, in its dimensions, was too large and that it should be relocated an additional 10 feet back from the adjusted placement following the Department's criticism of the original application. In effect, she would have the house placed 20 feet away from the sea as compared to the original site plan submitted with the application on February 10, 1988. Again, there is no competent evidence presented which would support her theory that this further relocation was needed. Her expression of concern for the sea turtles and their hatchlings and habitat was not well founded. Turtles are known to nest on the sandy flat beach area and the construction of the Williams property will not interfere with that area adjacent to the ocean.
Recommendation Based upon a consideration of the facts and the conclusions of law reached, it is RECOMMENDED: That the Department enter a Final Order which grants a coastal construction control line permit to Harry B. Williams, Jr., based upon his modified plan required by the Department and upon the special permit conditions announced in the proposed final order, a copy of which is found as Department's Exhibit Number 8. DONE and ENTERED this 27th day of April, 1989, in Tallahassee, Leon County, Florida. CHARLES C. ADAMS 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 27th day of April, 1989.
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following relevant facts are found: In April of 1979, H.C. Green and Joe Garrott (hereinafter referred to as "applicants") filed an application with the Department of Environmental Regulation (hereinafter referred to as "DER") for a permit to construct nine stormwater outfall pipes and three culverts and to realign an existing drainage ditch approximately 150 to 200 feet in length. The project site is located immediately east of the Braden River and north of State Road 70 in Manatee County. The site is to be utilized as a travel trailer park, with some 500 trailer spaces to be available. The project for which a permit is sought involves dredging to relocate an existing drainage ditch in order to straighten out the water course and permit continuity. It also involves the filling of the existing ditch and the filling necessary for the three road crossings. The applicants provided DER with "notice of new stormwater discharge" and DER advised the applicants with the proposed discharge system did not require a stormwater license. Upon review of the proposed mainland project, DER gave notice of its intent to issue a permit to construct nine stormwater outfall pipes and three culverts and to realign an existing drainage ditch. The proposed issuance of the permit was conditioned with requirements relating to the grading of the side slopes of the realigned ditch and the sodding, seeding and mulching of all exposed ground immediately after the completion of grading. The petitioner is the owner of approximately 35 acres of land south of State Road 70, which land is utilized as a mobile home park with about forty mobile homes, a fish camp and a boat rental business. As relevant to the permitting process of DER, petitioner's concerns regarding the mainland project center around pollution of the Braden River. His concerns regarding the island project (see paragraph 5 below) are pollution and the elimination of manatee, eagles and alligators. Construction of the stormwater outfall pipes, the culverts and the realignment of the existing ditch will not reduce the quality of the receiving body of water (the Braden River) below the classification designated for it (Class III). The project will not result in a significant impact upon water quality. Oyster beds, nursery grounds, marine soils and marine life will not be destroyed by the project. The project will not result in a harmful obstruction to navigation or increased erosion and shoaling of channels. The mainland portion of the applicant's property is abutted by an island consisting of approximately 10.4 acres. About one-half of the island is vegetated by blackrush or juncus roemerianus. In order to provide the temporary residents of the travel trailer park with access to the island for recreational purposes, the applicants propose to construct approximately 14,000 square feet of wooden walkways, bridges and boat docks. The project calls for the construction of mostly five feet wide walkways along the blackbrush fringes of the island, several wider bridges, two footbridges across small tidal creeks and five or six thirty-feet long and three-feet wide finger piers. The walkways, bridges, and piers are to be supported by pilings six or eight inches in diameter. The construction will range in elevation between eight and fourteen feet above mean sea level. DER issued its notice of intent to issue a permit for the island project with the conditions that turbidity screens be utilized during construction, that mats be used in blackrush and vegetated wetland areas during construction, that destroyed wetland vegetation be replanted, that docks only be used for the tie-up of resident use nonmotorized craft and that the area be posted use of the docking area by nonresidents and motorized craft. The applicants are willing to comply with those conditions and have stipulated that the docks will be used solely for the mooring of canoes, rowboats, paddleboats and similar nonmotorized craft, that the area will be so posted and that boat launching devices will not be available at the site. During the dock construction, the equipment utilized will be placed on mats. This procedure will serve to retain the roots of vegetation which might otherwise be destroyed by the placement of heavy equipment in the construction area. There will be a temporary increase in turbidity during construction, but turbidity screens will confine siltation to the construction area. The effect from construction of the docks, bridges and walkways will be minimal and short- term. The applicants are willing to restore any permanent damage caused by the construction activities. Normal use of canoes, rowboats or paddleboats in the waters surrounding the island would not create turbidity violations. The use of nonmotorized craft will prevent harm to any manatees that may be found in the area. The docks and walkways will cover less than 0.3 acres of blackrush. The only long-term adverse impacts from the proposed project are the elimination of bottom lands where the six to eight inch pilings are located and the possible shading of the juncus grass by the docks which could reduce the reproduction capacity of the juncus. The boardwalks or walkways have been planned in relation to the sun angle to reduce the shading of juncus. The proposed construction of walkways. bridges and finger piers will not have a significant long-term adverse impact upon the waters of the Braden River. Except for the location where the pilings are placed, there will be no long-term damage to benthic organisms. The short-term localized effect from construction will be minimal. The water quality standards for Class III waters will not be violated and there will be no harmful obstruction to or alterations of the natural flow of navigable waters. For purposes of these permit proceedings, the applicants have adduced sufficient evidence in the form of surveys, deeds, aerial photographs, testimony, and an affidavit of ownership to illustrate that they are the record owners of the property for which permits are being sought.
Recommendation Based upon the findings of fact and conclusions of law recited herein, it is RECOMMENDED that: the applicant's application to construct nine stormwater outfall pipes and three culverts and to realign an existing drainage ditch (Case No. 79-2210) be GRANTED; the applicant's applications to construct approximately 14,000 square feet of walkways, bridges and docks (Case No. 80-175) be granted. the conditions listed in the notices of intent to issue the two permits be incorporated in the issued permits; and the petitions filed in Case Nos. 79-2210 and 80-175 be DISMISSED Respectfully submitted and entered this 6th day of October, 1980, in Tallahassee, Florida. DIANE E. TREMOR Hearing Officer Division of Administrative Hearings 101 Collins Building Tallahassee, Florida 32304 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 6th day of October, 1980. COPIES FURNISHED: Ernest S. Marshall 625 9th Street West Bradenton, Florida 33505 David M. Levin and Ray Allen Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32301 W. Whitesell Wood, Whitesell and Karp, P.A. 3100 S. Tamiami Trail Sarasota, Florida 33579 Honorable Jacob Varn Secretary, Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32301
Findings Of Fact By Application for Permit to Move Building over State Roads dated November 1, 1985, Eyal Sade, on behalf of Sade Housemovers applied for a permit to move a dwelling over state roads some 32 miles in Tampa and vicinity. Although this application showed the width of the building to be 32.2 feet, including eaves, E & S Construction/Sade Housemovers, was issued regular Permit No. B17531 on November 6, 1985 (Exhibit 1). Width, excluding eaves, was left blank on this application. This permit provided the building would be moved over state roads between the hours of 12:00 midnight and 6:00 A.M. and be escorted by local police. The application showed utility companies TECO, GTE and WRec [sic] had been notified of the move and the move had been cleared by the Florida Highway Patrol without comment regarding the need for escort. Also Seaboard railroad system had been notified (Exhibit 1). This move commenced shortly after midnight, November 19, 1985, with escorts from the Hillsborough County Sheriff's Department. The building had to be jacked up on the platform on which it rode and required a 90 degree turn to commence its trip south on Nebraska Avenue (U.S. 41). This delayed the start of the movement down Nebraska Avenue approximately 30 minutes. Shortly after the trip started, the portable generator that provided lighting on the building stopped functioning and the escorts told Mr. Sade he had to get the lights on the building. Sade attempted to have the generator repaired as the move progressed. When the movers stopped for approximately five minutes to repair the generator, the police escorts testified that the crew moving the building stopped working to eat. This was denied by Sade and the members of his crew who all testified that the sandwiches that Sade procured were eaten as the move progressed. The two deputies from the Sheriff's Office who escorted the move considered the move to be progressing slowly and told Sade several times that he should be ready to park the building before 6:00 A.M. Sade had spent three days surveying the route before November 19, and had taken measurements of all bridges and the elevation of lights. Mrs. Sade had contacted by telephone the City of Tampa Utilities Department to advise them of the move as well as Pasco County officials for the portion of the route in Pasco County. There was a conflict in the testimony of the deputies and Sade regarding the presence of a man on top of the building to clear traffic lights as the building passed under these lights. Sade testified he had a man on the building during the time the building was in the City of Tampa. The deputies testified they told Sade he needed someone on the top of the building. The bridge over the Hillsborough River on SR 39 was some twenty miles from the commencement of the trip and the building arrived at this bridge around 5:30 A.M. The escorts had told Sade several times that he should not be on the road after 6:00 A.M. and that hour was approaching. Sade was aware of a large lot on which the building could be parked off the highway located about one mile south of Hillsborough River bridge and decided to cross the bridge to get to that location. While crossing the Hillsborough River bridge, the building got stuck on the guardrail and had to be backed off. Sade's winch broke down but they were able to obtain a bulldozer from a business adjacent to the bridge which helped get the building off the pavement and along the right of way as demanded by the escorting officers. While this was going on, the traffic was totally blocked for about 20 minutes and delayed with one way traffic having to proceed past the building until the building was finally moved completely off the roadway. Even then the overhang of the building extended offer the road to the white line along the edge of the pavement. Sade's testimony that this eave was 17 feet above the pavement was not disputed; however, William Ledden opined that a semi-trailer would hit the roof of the building if it attempted to pass under this eave. By the time the building was parked along the right-of-way, it was approximately 8:40 A.M. and traffic had been stopped and delayed for almost three hours. The problem of getting the building stuck on the bridge, the resulting delay past 6:00 A.M. and that the building was still on the road was reported to Petitioner, and William Ledden, a certified officer employed by DOT as a weights and safety inspector, was dispatched to the scene. Ledden looked at the permit issued Sade for the move, saw it was a regular permit, saw that it expired at 6:00 A.M. and directed Sade not to move the building until a proper permit was issued. Ledden was present during the time the wrecker relocated the building alongside the paved road on the shoulder. For a building exceeding 30'6" in width a Special Permit is required (Rule 14-63.03, Florida Administrative Code). Ledden testified he made it clear to Sade that the building was not to be moved without a valid permit. On the morning of November 20, 1985, after midnight, the building was moved without incident across Hillsborough River bridge to the large lot south of the bridge that Sade had hoped to make the night before. Sade reapplied to DOT for a permit to move the building to its intended destination and on November 25, 1985, Special Permit No. B17546 (Exhibit 2) was issued to Respondent. This permit indicated all necessary parties were notified of the move. Shortly after midnight, November 27, 1985, the movement of this building recommenced pursuant to the Special Permit. The move progressed satisfactorily until the bridge on SR 39 over Blackwater Creek was reached. Petitioner's witness testified the building hit the rub rails on both sides of the bridge. Photograph admitted on Exhibit 4 shows one side of the building rubbing on the guardrail. Respondent acknowledged that the clearance was close and that to clear the guardrail on one side, the building had to be raised on that side. The driver of the towing truck acknowledged that he initially got off line and one side of the building touched the guardrail and it was necessary to back off the bridge to get realigned. To raise one side of the building to enable it to clear the guardrail on the right side, 2 x 12 planks were placed on the roadway for the right wheels of the carriage to ride on. These planks had to be moved continuously as the building progressed across the bridge. This materially slowed the progress across the bridge. Other than the initial rubbing of the guardrail, the only complaint of Petitioner regarding this part of the move is that the bridge was blocked to traffic for one and one-half hours while the building crossed the bridge. Sade testified the building was on the bridge for only 30 to 45 minutes; however, the longer period is deemed more reliable. After clearing the bridge, the building struck some tree limbs alongside the road and a railroad stop sign over the road which had to be realigned. This realignment was done by the moving crew and no safety hazard resulted. The carriage for the building had been raised as much as possible to clear the bridge guardrails and still be low enough to clear the overhanging traffic signals, hence the need to raise one side of the carriage to clear the guardrail at the Blackwater Creek bridge. The November 27 move was completed prior to 6:00 A.M. in accordance with the permit.
The Issue The issue in this case is whether a development order (Resolution No. 233- 1991) issued by Monroe County on June 26, 1991, to Key Largo Associates, Ltd., is inconsistent with Chapter 380, Florida Statutes, the Monroe County Comprehensive Plan and Land Use Regulations, and/or whether it violates a Joint Stipulation of Settlement previously executed by the Department of Community Affairs ("DCA"), Monroe County (the "County"), and Key Largo Associates, Ltd.'s predecessor in title.
Findings Of Fact Based upon the evidence adduced at the hearing and the entire record in this proceeding, the following findings of fact are made: DCA is the State Land Planning Agency charged with the responsibility to administer the provisions of Chapter 380, Florida Statutes, and the regulations promulgated thereunder. Monroe County is a political subdivision of the State of Florida and is responsible for issuing development orders for development in unincorporated Monroe County. The County issued the Development Order which is the subject of this proceeding. Most of Monroe County, including the subject property, is within the Florida Keys Area of Critical Concern as designated in Sections 380.05 and 380.0552, Florida Statutes. Development orders issued by a local government agency for an area of critical state concern are subject to review by DCA pursuant to Section 380.07, Florida Statutes. On April 8, 1985, DCA, Monroe County, and I. D. Properties, the previous owner of the subject property, executed a Joint Stipulation of Settlement regarding DCA's challenge to a prior development order for the subject property. That Joint Stipulation of Settlement required the preservation of certain tropical hammock on the site including Paradise Tree hammock. After executing the Joint Stipulation of Settlement, I. D. Properties quitclaimed its interest in the site to Key Largo Associates, Ltd. Key Largo Associates, Ltd. proceeded to seek approval from Monroe County to develop the property inconsistent with the terms of the Joint Stipulation of Settlement. Those efforts resulted in the Development Order which is the subject of this case. The County Commission issued the Development Order granting a major conditional use permit for the Project to Key Largo Associates, Ltd., after being ordered to do so by the Circuit Court for Monroe County. The Development Order purports to authorize the complete elimination of existing tropical hammock on the site including the Paradise Tree hammock. The Development Order is inconsistent with the Monroe County Comprehensive Plan and the Land Development Regulations adopted thereunder. In addition, the Development Order is contrary to the terms of the Joint Stipulation of Settlement.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Florida Land and Water Adjudicatory Commission enter a final order which sustains the appeal filed by the Department of Community Affairs and which rescinds the issuance of Monroe County Resolution No. 233- 1991. DONE AND ENTERED in Tallahassee, Leon County, Florida, this 18th day of August 1993. J. STEPHEN MENTON 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 18th day of August, 1993. COPIES FURNISHED: Terrell K. Arline Assistant General Counsel Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 Betty J. Steffens, Esquire McFarlain, Wiley, Cassedy & Jones Post Office Box 2174 Tallahassee, Florida 32316-2174 Blackwater Associates Partnership 7225 S.W. 108th Terrace Miami, Florida 33156 Ray Parker Parker Real Estate 2028 North Dixie Highway Fort Lauderdale, Florida 33305 Linda Loomis Shelley, Secretary Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 G. Steven Pfeiffer General Counsel Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 David K. Coburn, Secretary FLWAC Exec. Office of the Governor 311 Carlton Bldg. Tallahassee, Florida 32301
The Issue The issue is whether Franklin County (County) has given reasonable assurance that it satisfies all requirements for an after-the-fact permit authorizing the construction of a rock revetment seaward of the coastal construction control line (CCCL) on Alligator Drive, also known as County Road 370.
Findings Of Fact The Nature of the Dispute The origins of this dispute date back a number of years. In short, the County currently has two adjoining revetments seaward of the CCCL on County Road 370 (Alligator Drive) located on Alligator Point in the southeastern corner of the County.1 County Road 370, situated immediately adjacent to the Gulf of Mexico, is a vulnerable structure and eligible for armoring. See Fla. Admin. Code R. 62B-33.002(64). The old revetment is permitted; the new revetment is not. Pursuant to a Department enforcement action directed at both revetments, the County applied for an after-the-fact permit to authorize the construction of the new revetment. See Case No. 12-3276EF. The two revetments, totaling around 2,800 feet in length, abut County Road 370 and join near the intersection of Alligator Drive and Tom Roberts Road. The road itself is around 50 or 60 feet from the edge of the revetments. The old revetment extends around 2,000 feet west of the intersection while the new revetment extends 800 feet east of the intersection. There is a curve in the road at the intersection, and at that point the road elevation drops two or three feet for an undisclosed distance. The revetments, however, run in a straight line. There is no beach and dune system in front of the old revetment, while a small amount of exposed sand is located on the far eastern end of the new revetment. Due to storm events over the years, unauthorized debris has been placed on top of the old revetment by the County. Under the terms of the enforcement action, the County is required to remove the debris. This will reduce the height of the old revetment by several feet below its original height of nine feet National Geodetic Vertical Datum (NGVD).2 Where the two revetments join, however, the height differs by only around a foot. The Bank owns property across the street from the old revetment and alleges that, for several reasons, the site and design of the new revetment, coupled with the reduction in height of the old revetment, will cause erosion of the shoreline around the old revetment and expose County Road 370 and the adjacent upland Bank property to erosion. Although the current design and location of the old revetment have been finalized through prior agency action, the Bank has asked that the permit be denied unless the County relocates rock boulders from the new to the old revetment and raises its height back to nine feet NGVD. The County asserts that the Bank's real aim here is to require the County, at taxpayer expense, to reconstruct the old revetment to its original height. Otherwise, the Department will not waive the 30-year erosion control line restriction and allow the Bank to fully develop its property that is seaward of the CCCL. See § 161.053(5)(b), Fla. Stat. The Old Revetment Since the late 1970s, the County has owned and maintained that portion of County Road 370 that is the subject of this dispute. In May 1986, the Department of Natural Resources, which was later merged with the Department, issued to the County CCCL Permit No. FR-204 for the construction of the old revetment, then 1,500 feet long. The revetment was located approximately 350 feet east of Department Reference Monument R-211 to approximately 150 feet west of the Department Reference Monument R-213. In November 1994, the Department issued to the County CCCL Permit No. FR-446 for the re-construction of the old revetment, as well as a 500-foot extension of the eastern limits of the structure with granite boulders. The revetment, as extended, is located approximately 540 feet west of Department Reference Monument R-212 to approximately 140 feet east of Department Reference Monument R-213. The permit did not authorize placement of any construction debris within the revetment. With the extension, the total length of the old revetment is now approximately 2,000 feet. After an application for a joint coastal permit to conduct a beach and dune restoration project was filed by the County in September 2006, a Department site inspection revealed the presence of concrete debris and other debris material stacked on top of the old revetment. A debris removal plan was formulated by the Department, which was intended to be incorporated as a special condition in the joint coastal permit. In May 2011, the joint coastal permit was approved and included a debris removal plan. Because of financial constraints, however, the County did not undertake and complete the work relating to the beach and dune restoration plan or the debris removal plan. In January 2012, another inspection was conducted by the Department to document how much debris was in the old revetment and where it was located. The inspection revealed the presence of a significant amount of concrete debris and other debris material scattered throughout the revetment and continuing eastward. That same month, largely at the urging of the Bank, the Department issued a one-count Notice of Violation (NOV) alleging that after a storm event in July 2005, the County placed unauthorized construction debris and other debris material in the old revetment seaward of the CCCL, and that the debris still remained within the footprint of the revetment. See Case No. 12- 3276EF. (The Bank unsuccessfully attempted to intervene in the enforcement action.) As corrective action, the County was required to remove all debris, seaward of the CCCL, from and adjacent to the footprint of the old revetment no later than 60 days after the end of the hurricane season. That work has not yet been performed, probably because the work on both revetments will take place at the same time. After the debris is removed, the height of the old revetment will vary from between five and eight feet NGVD rather than the original nine-foot height. This was not the relief that the non-party Bank desired in the enforcement action. Instead, the Bank has always wanted the old revetment to be reconstructed to the nine-foot NGVD standard authorized in the original construction permit. Even so, the enforcement action is now final, as no appeal was taken by the County. Except for the unauthorized debris, the old revetment meets all Department standards. The New Revetment Under emergency circumstances, between September 2000 and July 2005 the County placed material, including granite rock boulders and debris material, in a location east of the old revetment, seaward of the CCCL. The construction activity is located approximately 140 feet east of Department Reference Monument R-213 to approximately 80 feet east of Department Reference Monument R-214 and is around 800 feet in length. However, the County did not obtain a permit for the temporary structure within 60 days after its construction, as required by section 161.085(3), Florida Statutes. In July 2005, Hurricane Dennis made landfall in the Florida Panhandle causing damage to the shoreline along Alligator Drive. As an emergency measure after the storm event, the County placed rock boulders that had been displaced back into the new revetment seaward of the CCCL. The County also placed other unauthorized concrete debris and debris material within the footprint of the rock revetment seaward of the CCCL. Again, no timely authorization for this work was obtained by the County. In August 2012, the Department issued an Amended NOV in Case No. 12-3276EF adding a second count, which alleged that the County had failed to obtain a permit for the placement of the rock boulders and unauthorized debris. On April 18, 2013, the Department issued a Final Order in Case No. 12-3276EF. As to Count II, it gave the County two options for corrective action: (a) that the County submit "a complete permit application for a rigid coastal armoring structure located between Department reference monuments R-213 and R-214 that complies with all applicable Department permitting rules and statutes"; or (b) that "the County remove all material placed seaward of the CCCL pursuant to a Department approved debris removal plan[,]" leaving that portion of County Road 370 without a revetment. 2013 Fla. ENV LEXIS 16 at *16. Desiring to protect its infrastructure, the County opted to apply for an after-the-fact permit. The Permit Application In March 2013, the County filed an application for an after-the-fact permit for the construction of the new revetment. As directed by the Department, the County proposes to construct a new revetment located between Department Reference Monuments R- 213 and R-214. The height of the new revetment will be around nine feet NGVD, while its slope will be one vertical to three horizontal. The old revetment is not quite as steep, having a slope of one vertical to two horizontal. The application includes a debris removal plan for the removal of construction debris as well as other debris scattered through the new revetment. Construction debris occupies a large portion of the new revetment and largely appears to be associated with storm damaged concrete sidewalk. All derelict concrete and asphalt material that is located water ward of Alligator Drive and landward of the mean high water line is to be removed. Both the County and its engineering consultant will monitor the work at the project. After reviewing the application, the Department proposed to issue after-the-fact CCCL Permit FR-897. The Bank then filed its Petition, as later amended. Petitioner's Objections As summarized in its PRO, the Bank alleges that the County did not give reasonable assurance that the following statutory and rule provisions have been satisfied: section 161.053(1)(a), which provides that special siting and design considerations shall be necessary seaward of the CCCL "to ensure protection of . . . adjacent properties"; rule 62B-33.005(2), which requires that the applicant provide the Department with sufficient information to show that adverse impacts associated with the construction have been minimized and that construction will not result in a significant adverse impact"; rule 62B-33.005(3)(a), which requires that the Department "[d]eny any application for an activity which either individually or cumulatively would result in a significant adverse impact including potential cumulative effects"; rule 62B-33.0051(2), which provides that armoring "shall be sited and designed to minimize adverse impacts to the beach and dune system, marine turtles, native salt-tolerant vegetation, and existing upland and adjacent structures"; and rule 62B-33.0051(2)(a), which requires armoring to "be sited as far landward as practicable to minimize adverse impacts . . . on existing upland and adjacent structures." See PRO, pp. 16-17. A common thread in these regulatory citations is that a revetment should be constructed in a manner that does not cause adverse impacts on "adjacent property." Except for the above cited provisions, no other permit requirements are contested, and the County's prima facie case satisfied those other requirements. The Bank's odd-shaped property, acquired in a foreclosure proceeding, abuts that portion of Alligator Drive immediately adjacent to the old revetment. The eastern boundary of the Bank's property is at least 300 feet west of the new revetment and extends westward along County Road 370 until it intersects with Harbor Circle. The entire tract is separated from the old revetment by County Road 370, a two-lane paved road. The property was once used as a KOA campground; however, the predecessor owner acquired development rights for a Planned Unit Development, which apparently cannot be fully developed unless the old revetment is raised back to its original height by the County or some other acceptable form of erosion protection is provided by the Bank at its own expense. The essence of the Bank's complaint is that the new revetment, as now sited and designed, will expose the old revetment to a higher rate of erosion, and ultimately accelerate the erosion of its property across the street. The Bank asserts that this will occur for three reasons. First, the removal of construction debris from the old revetment will lower its height, weaken the structure, and create a "discontinuity in height and composition between the revetments," resulting in increased exposure to erosion. Second, the toe of the new revetment (at the western end of the structure) will extend ten feet further seaward than the old revetment, creating a discontinuity and placing the old revetment at higher exposure to erosion. Finally, the Bank contends a discontinuity already exists between the two revetments due to the curved shape of the road at the intersection, causing the western end of the new revetment to extend further seaward than the old revetment. The Bank argues that the discontinuity will amplify the wave action on the shoreline during a severe storm event and eventually cause a breach of the old revetment. In sum, the Bank is essentially arguing that unless the two revetments mirror each other in height and slope, and consist of the same construction materials, the after-the-fact permit must be denied. The Bank's expert, Mr. Chou, a coastal engineer, was employed shortly before the final hearing and made one visit to the site. Regarding the removal of unauthorized construction debris from the old revetment, Mr. Chou was concerned that, while not ideal, the debris offers a degree of shoreline protection. He recommended that if removed, the debris be replaced with boulders comparable to the design standard of the new revetment. However, the record shows that when the loose and uneven debris is removed from the old revetment, the existing rocks will be moved to an interlocking or "chinking" configuration that actually enhances the stability and integrity of the structure.3 The Bank is also concerned that the height and slope of the two revetments differ. Mr. Chou testified that there exists the increased potential for erosion as a result of what he described as a discontinuity, or a difference of characteristics, between the two revetments. He opined that the protective function of the old revetment will be compromised by the removal of the granite boulders, which will lower the overall height of the revetment between two and four feet. According to Mr. Chou, if the new revetment suffers a direct hit by a major storm, i.e., one capable of dislodging the armor, he would "expect damage, significant damage, right next to it." Mr. Chou conceded, however, that if a permit is not approved, and the County elects to remove the new revetment, it could result in a significant adverse impact to property located along Alligator Drive. Mr. Chou further acknowledged that there will be no significant adverse effect on the old revetment during "everyday" winds, waves, and currents. Finally, he agreed that if the toes of the new and old revetments are essentially the same, as the certified engineering plans demonstrate they are, it will "minimize" the discontinuity that he describes. Notably, in 2005, Hurricane Dennis actually caused accretion (an increase in sand) on the Bank property, rather than erosion. While there are some differences in height and slope between the two revetments, no meaningful differences from an engineering perspective were shown. Through the County's coastal engineer, Mr. Dombrowski, who over the years has visited the site dozens of times and worked on a number of major projects in the area, it was credibly demonstrated that the old and new revetments will, in effect, form one continuous armoring structure that will provide shoreline protection along Alligator Drive. In terms of toe, slope, height, and construction material, there will be one continuous and straight revetment along the road, with a "fairly consistent elevation and slope going from one end to the other." If a major storm event occurs, the impacts to both revetments will likely be the same. In any event, there is no requirement that the County construct a revetment that is storm proof or prevents severe storm damage. The preponderance of the evidence demonstrates that the new revetment is consistent with the siting and design criteria in rule 62B-33.0051(2). The design of the new revetment is consistent with generally accepted engineering practice. The new revetment is sited and designed so that there will be no significant adverse impacts, individually or cumulatively, to the adjacent shoreline. See Fla. Admin. Code R. 62B-33.005(3). The County has provided the Department with sufficient information to show that adverse and other impacts associated with the construction are minimized, and the new revetment will not result in a significant adverse impact to the Bank's property. See Fla. Admin. Code R. 62B-33.005(2). The new revetment should toll erosion – which now occurs on Alligator Point at the rate of five feet per year -- and provide shoreline protection. Finally, the construction of the new revetment will not cause an adverse impact to the old revetment. For all practical purposes, the two revetments have existed side-by-side since 2005. The Bank failed to offer any credible evidence that the new revetment has had a significant adverse impact on the old revetment over the last nine years.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection enter a final order approving the County's application for after- the-fact permit number FR-897. DONE AND ENTERED this 23rd day of July, 2014, in Tallahassee, Leon County, Florida. S D. R. ALEXANDER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 23rd day of July, 2014.
Findings Of Fact On or about April 5, 1988, Petitioner filed an application for a variance to replace an existing four foot fence extending to the seawall on his property at 643 Harbor Island, Lot 12 Island Estates, Clearwater, Florida. The subject property is zoned RS-6. Petitioner had already replaced his previous fencing prior to the filing of this application with wooden fencing which extends on the north and south side of his property through the setback to the seawall. The Development Code Adjustment Board considered Petitioner's application at its meeting on May 12, 1988, and based upon the Petitioner's explanation that the variance was sought simply to replace an existing fence that had termite damage, the Board approved his application on a 3 to 2 vote. The variance approval was conditioned upon the Petitioner obtaining a building permit within one month of the approval. Petitioner failed to obtain the required building permit, and no excuse was offered for this failure. Therefore, he had to reapply for the variance. On or about July 21, 1988, Petitioner filed his variance reapplication. The Development Code Adjustment Board considered this reapplication on August 25, 1988, at which time Petitioner again stated that he was simply replacing an existing fence. Due to a tie vote, consideration of the reapplication was continued to the Board's meeting of September 8, 1988. At the meeting on September 8, he explained for the first time that while the fencing on the south side of his property was simply the replacement of a previous fence which had extended to the seawall, the fencing on the north side was not. The previous fence on the north side of his property had stopped prior to the fifteen foot setback. With this clarification, the Board approved his variance reapplication for the south side of his property, but denied the variance for the north side. Petitioner has timely appealed the denial of his variance reapplication as it relates to the north side of his property. Petitioner testified at hearing that prior to the construction of his current wooden fence, he had a wood fence all the way to the seawall on the south side of his property. Since he had to replace that fencing due to termite damage, he took the opportunity to also replace and extend the wooden fencing on the northern side of his property through the setback. This action was not based on any hardship, but simply because he and his family felt it would look better if he had the same fencing on both sides of his property. It is clear and undisputed that Petitioner constructed a new fence on the north side of his property through the setback without obtaining a variance or permit. He did this simply for aesthetic reasons, and not due to any hardship. He failed to disclose this in his applications, or when the Board met on May 12 and August 25, 1988 to consider this matter.
The Issue This proceeding concerns a Consent Order entered into by the Department of Environmental regulation (DER), and James and Patricia Gratzer (Gratzers) regarding an allegedly unpermitted fill in Winter Springs, Florida. The ultimate issue for determination is whether DER abused its discretion in resolving the alleged violations by entering into the subject Consent Order.
Findings Of Fact In the fall of 1990, the Gratzers purchased a 4.35 acre lot located at 216 Stoner Road in Winter Springs, Florida. At the time of purchase, the Gratzers planned to divide the lot and build a residence on the two acre parcel. In preparation for construction of their new home, the Gratzers approached the Winter Springs City Council to subdivide the property and to approve of use of the fill road as ingress and egress for both lots. In February of 1991, the Gratzers and their builder obtained the proper building permits from the County and septic tank permits from the Department of Health and Rehabilitative Services. Construction began on the residence on April 9, 1992 when the Gratzers' builder brought in several trucks of dirt to the end of the existing fill road to begin the house pad. At the time the Gratzers began construction on the subject lot, they had no idea or reason to believe that they were about to build in jurisdictional wetlands of the State of Florida. On approximately April 14, 1992, the Gratzers were first made aware that they may have problems with potential wetlands on the property when an officer of the Game and Fresh Water Fish Commission visiting the site instructed the builders to halt construction, pending a review by DER. As a result of the site visit, the Gratzers investigated further with DER employees the potential wetlands on their property. They also sought the advice of an attorney and his environmental consultant regarding possible ways to solve DER's concerns. On approximately April 26, 1991, an employee of DER visited the site and made an initial determination that the property was a jurisdictional wetland subject to permitting by DER. Under present rules the Gratzer property, with exception of the filled access road, would all be in DER jurisdictional wetlands if only the natural vegetation were considered. Upon being informed of DER's initial determination, the Gratzers hired an engineer from Boyer-Singleton & Associates to make an engineering determination as to the extent of jurisdictional wetlands based upon a ten-year backstop. A ten-year backstop is a method provided by statute to determine the ultimate landward extent of DER's vegetational jurisdictional line. It is a hydrological calculation to determine water elevation levels in a certain area, subject to the ten-year recurrent storm event. By rule and statute, DER's jurisdiction over wetlands effectively stops at the upper end or limit of the ten-year flood elevation line. Claude Cassagnol, of Boyer-Singleton and Associates, an expert in hydrology, reviewed available materials, visited the site and made an initial determination of the ten-year backstop on the Gratzers' property, and ultimately mapped out his conclusions on a plat. Mr. Cassagnol's hydrological study, and his review of Federal Emergency Management Agency (FEMA) materials, led him to conclude that the ten-year backstop would leave the Gratzer's house pad out of any DER jurisdictional wetlands. As a result of his study, Cassagnol forwarded several letters to George Baragona of DER requesting that Mr. Baragona, an expert hydrologist, review his determination and ratify his conclusions. The Gratzers, on advice of counsel, allowed their building contractor to complete compaction of the house pad and begin preparations to pour the house floor. The septic tank contractor for the Gratzers completed installation of the tank and drain field prior to July 1st. After the Gratzers had recommenced construction, on approximately July 10, 1992, DER, issued a Notice of Violation (NOV) which ultimately formed the basis for the Consent Order in this case. The Gratzers immediately ceased further construction on the property and sought further negotiations with DER. Shortly after the NOV was issued, George Baragona reviewed the information, studies and plats submitted by Mr. Cassagnol regarding the ten-year backstop. Baragona made a determination of the ten-year backstop at a point more landward than Cassagnol's. It appears from the plat submitted at hearing, that Baragona's ten- year backstop line runs along the base of the fill roadway; his testimony, however, indicated that his backstop line dipped in and out near the roadway, and he simply chose the baseline of the fill road as his "worst case scenario". Baragona, because of the house pad, was required to extrapolate a line through the house pad, resulting in approximately half of the house pad area being in jurisdictional wetlands. The result of further negotiations between the parties was the Consent Order which is the subject matter of this proceeding. As settlement, the Gratzers agreed to Baragona's "worst case scenario" ten-year backstop, placing approximately half of the house pad was in DER jurisdictional wetlands. As part of the settlement, the Gratzers agreed to, and have paid, a fine of $1,400.00 to DER and have granted a conservation easement over a large portion of the remainder of their property, resulting in an 11.6 to 1 ratio of conservation easement to impacted wetlands, slightly above DER's guideline 10 to 1 ratio. In investigating the alleged violations at the subject property, DER reviewed the cumulative impacts of the project and determined that they were not great, in light of the surrounding area and its already high level of development. In making this determination, DER reviewed property lists, maps and other facts to determine the level of current development. In reviewing the alleged violations, DER also considered whether or not this project would have been able to get a permit had the Gratzers sought a permit prior to any construction. It was DER's determination that the project would have been permittable under the criteria in Chapter 403, in conjunction with the mitigation offered at the site. Finally, in its review and study of the alleged violations, DER determined there was no evidence that this project would have any adverse impact on water quality. DER made a determination that this was a "low to medium" violation, and that the impacts were properly addressed through the Consent Order which imposed the $1,400.00 fine and secured the conservation easement. Fill Road Issue A small road or driveway existed on the site at the time the Gratzers purchased the property, extending from Stoner Road from the south, to the center of their property. Although Baragona indicated the DER modelled backstop line did not always extend to the driveway, he said it sometimes appeared to "bump up" to the eastern edge of the driveway. Baragona could not say with absolute certainty where the 10 year backstop would be on the east side of the site if the driveway were not present. The type of wetland vegetation on the Gratzer property would be considered jurisdictional wetland vegetation under rules adopted pursuant to the 1984 Warren F. Henderson Wetlands Act (Section 403.91, et seq.), but would not be considered jurisdictional wetland vegetation under rules applicable prior to October 1, 1984. If the driveway on the Gratzer property was installed prior to October 1, 1984, it is legal, but if it was installed after that date it is illegal because there is no evidence it ever was properly permitted. DER does not allow illegally filled areas to cut off the extent of its wetland jurisdiction. Therefore, if the driveway on the Gratzer property were placed in DER jurisdictional wetlands without a permit, the road itself could not act as a 10 year backstop cutting off DER wetland jurisdiction to the west. There was conflicting evidence as to when the driveway was placed on the property. James Hartman, who sold the property to the Gratzers, testified he built the driveway in 1978 and 1979. William Kuyper, an expert in aerial photography interpretation, testified that based on his review of aerial photos, the road had been placed on site sometime between January 6, 1986, and March, 1989. The weight of the evidence indicates the driveway was probably placed on site before October 1, 1984, and therefore did not require a DER permit. First, the former landowner's testimony that he built the road in 1978 and 1979, must be considered more reliable than an interpretation of aerial photos taken from 12,000 feet in the air, in spite of the expertise of the photographic interpreter. A possible explanation for why the driveway "appeared" in the 1989 aerial photo but not in the 1986 aerial photo is that the road may have been disturbed, or new fill put on the road sometime between 1986 and 1989, causing the road to be more visible in 1989. Even if the 10 year backstop were to be determined without the driveway present, it would not be significantly different. While DER's 10 year backstop line "bumps up" against the road in places, it does not "bump up" in other places along the driveway, but in order to be conservative the line was placed along with driveway in all areas. The modelled location of the line north of the housepad where there is no driveway is consistent with where the line is modelled south of the housepad where the driveway is located. The Society and its Concerns The Society's corporate status was not controverted. CFWS members have been patrolling the Lake Jessup/Gee Creek area and other wetland areas and have found what they believe are violations of the law and rules intended to protect wetland resources. Although neither Michael Mingea nor his expert witness have been on the Gratzer property, they have been in the immediate area and are concerned about the cumulative impact of small dredging projects, like the Gratzers, which projects are routinely reported to DER by the Society. Beginning in May 1991, the Society corresponded regularly with Secretary Browner at DER and Secretary Williams at the Department of Health and Rehabilitative Services (HRS) and their respective staffs, regarding what the Society perceived were violations occurring through lax enforcement. The Society believed, though review of HRS and DER files, that the Gratzers' project included a septic tank placed in jurisdictional wetlands. This was not established; rather, the septic tank was erroneously placed inside a setback line, but outside the jurisdictional line, and a variance was readily obtained from HRS. DER does not have direct jurisdiction over septic tank permits and HRS' authority is derived from the statutes, not from DER. The Society's position regarding the Gratzer project is based in substantial part on its assertion that the fill road was illegally placed and that DER's jurisdiction extended through the entire property. The Society, however, did not rebut the sound evidence by George Baragona of the 10-year backstop. Nor did it present competent evidence of any alleged water quality violations. Only one other actual violation of permit requirements was established, and DER has required the developer to move the project from jurisdictional wetlands.
Recommendation Based on the foregoing, it is hereby, recommended that the Consent Order that is the subject of this proceeding be adopted as Final Agency Action. RECOMMENDED this 24th day of July, 1992, in Tallahassee, Leon County, Florida. MARY CLARK Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904)488-9675 Filed with the Clerk of the Division of Administrative Hearings this 24th day of July, 1992. APPENDIX TO RECOMMENDED ORDER, CASE NO. 92-0104 The following constitute specific rulings on the findings of fact proposed by Petitioners: 1.-3. Adopted in preliminary statement and paragraph 19. 4. Adopted in substance in paragraph 5. 5.-6. Rejected as unnecessary. 7.-8. Adopted in substance in paragraph 14. 9.-12. Rejected as unnecessary. 13. Adopted in part in paragraph 20, otherwise rejected as unnecessary. 14.-16. Rejected as unnecessary. 17.-18. Rejected as contrary to the evidence. 19. Rejected as contrary to the greater weight of evidence. 20.-22. Rejected as unnecessary. 23.-25. Rejected as contrary to the evidence. 26. Rejected as unnecessary. 27.-30. Rejected as contrary to the evidence. 31.-32. Rejected as summary of testimony or argument, rather than findings of fact. 33.-34. Rejected as contrary to the weight of evidence. 35.-36. Rejected as unnecessary. 37. Rejected as contrary to the evidence. [Section VI, pp 19-22 includes unnumbered paragraphs summarizing testimony, rather than findings of fact]. COPIES FURNISHED: Michael W. Mingea, President Central Florida Wetlands Society P.O. Box 2826 Orlando, FL 32802 Rex D. Ware, Esquire P.O. Box 1794 Tallahassee, FL 32302 Douglas H. MacLaughlin, Esquire DER-Twin Towers Office Bldg. 2600 Blair Stone Road Tallahassee, FL 32399-2400 Carol Browner, Secretary DER-Twin Towers Office Bldg. 2600 Blair Stone Road Tallahassee, FL 32399-2400 Daniel H. Thompson, Esq. DER-Twin Towers Ofc. Bldg. 2600 Blair Stone Road Tallahassee, FL 32399
