The Issue The issue is whether, pursuant to Section 161.053, Florida Statutes, and Rule 62B-33.005, Florida Administrative Code, Petitioners are entitled to a coastal construction control line permit to build a single-family residence in Volusia County with a structural elevation of 19 feet National Geodetic Vertical Datum, not 24 feet National Geodetic Vertical Datum, as required by Respondent.
Findings Of Fact Petitioners own an undeveloped lot located at 4279 South Atlantic Avenue in the Wilbur-by-the-Sea subdivision in unincorporated Volusia County. Mr. Humphries' family has owned the lot for 50 years. The rectangular lot is 210 feet deep and 50 feet wide. The narrower end abuts the Atlantic Ocean on the east and South Atlantic Avenue on the west. The south boundary of Petitioners' lot abuts a developed lot. The house located on this lot has a finished- floor elevation of 26.15 feet National Geodetic Vertical Datum (NGVD). This is consistent with the structural elevations of most of the residences in the immediate vicinity of Petitioners' lot. Even though the seaward extent of Petitioner's proposed structure is roughly in a line with the seaward extent of the nearby homes, the issue in this case is the structural elevation. The north boundary of Petitioners' lot abuts the 50- foot-wide right-of-way of Major Street. In 1984, a wooden walkway was constructed in the southern half of the Major Street right-of-way to allow pedestrians access to the beach. By that time, Major Street was no longer open for vehicular access. However, the construction and maintenance of Major Street may have contributed to the lower elevations on the north boundary of Petitioners' lot, as described below. Nearly all of the lots in the vicinity of Petitioners' lot have been developed; most, if not all, of them contain single-family residences. Petitioners, who are nearing retirement, wish to construct a house that would accommodate them in their later years when they expect their mobility to be reduced. Petitioners' house will sit atop a prominent secondary dune, as do all of the other oceanfront homes in the immediate vicinity. The house will also be confined roughly to the landward half of the lot. These factors mean that the relatively short driveway leading from South Atlantic Avenue to the garage will be relatively steep. Petitioners proposed a reduction in the top of the dune to reduce the steepness of the driveway and the difference in finished-floor elevations between the garage and the house. Generally, the south side of Petitioners' lot is higher than the north side. The seasonal high water line is 8.4 feet NGVD. The lot's east boundary, which is 7-8 feet landward of the seasonal high water line, is about 11.5 feet NGVD. The elevation of the south boundary rises to 28.5 feet NGVD, at a distance slightly east of the most seaward extent of the 10-foot wooden deck that is the most seaward structure proposed by Petitioners. The elevation of the north boundary does not rise much; over the same distance, it reaches only 12 feet NGVD. Proceeding westward, toward South Atlantic Avenue, the south boundary drops from its 28.5-foot elevation. Parallel to the proposed house, the boundary remains at about 25 feet NGVD, except it drops to about 20 feet at the point where the house would meet the garage. For the length of the 26-foot garage, the south boundary drops to 18.5 feet NGVD. For the length of the 30-foot section of driveway between the garage and the west boundary, the south boundary drops from 18 feet NGVD to 17 feet NGVD. The north boundary rises to its highest point, 20.6 feet NGVD, at a point just landward of the point along the boundary closest to the junction between the proposed wood deck and the house. Running parallel to the proposed house, the north boundary drops to about 18 feet NGVD (directly across from a point along the south boundary that reaches about 25 feet NGVD) and then to about 17.5 feet NGVD, at a point just landward of the point closest to the junction of the proposed house and garage. The proposed house would occupy elevations, prior to proposed site preparation, of about 28 feet NGVD at the seaward side, 22-26 feet NGVD at the midpoint, and no more than 21 feet NGVD at the landward side. The proposed deck, house, and all but a sliver of the garage lie seaward of the coastal construction control line. The northeast corner of the proposed house is 72 feet seaward of the coastal construction control line. The dune is largely vegetated. The vegetation includes sea oats, shrubs, and some palm trees, although Brazilian pepper, a nuisance exotic, also vegetates part of the dune. Just seaward of the southeast corner of the proposed deck is a hole, perhaps from past excavation, about ten feet deep and occupying 8-10 percent of the lot. This is the only portion of the lot significantly below-grade. Overall, the dune is functional and healthy. To the extent that it has been disturbed in the past, the dune seems to be recovering vigorously. On or about July 21, 1999, Petitioners applied for a permit to construct a residence seaward of the coastal construction control line. In their application, Petitioners proposed a structural elevation of 19 feet NGVD. The structural elevation, which is about two feet lower than the finished-floor elevation, is the lowest portion of the effectively horizontal structural elements supporting the floors and walls of the structure. Respondent's examination of the application raised concerns about the proposed structural elevation of 19 feet NGVD. The greater elevation of much of the dune under the footprint of the house would necessitate the relocation of dune materials on the lot or removal of dune materials off the lot. However, discussions between Respondent's representative and Mr. Bullard, Petitioners' engineer, failed to identify design modifications upon which both sides could agree. Thus, on June 5, 2000, Respondent issued a Final Order and Notice to Proceed Withheld (Final Order). The Final Order states that Respondent found that Petitioners' application was complete on March 6, 2000. Although the Final Order generally contemplates that construction will eventually proceed, Special Permit Condition 1 prohibits construction until Respondent issued a written notice to proceed. Special Permit Condition 2 warns that Respondent will not issue a notice to proceed until Petitioners submit plans that raise the structural elevation to 24 feet NGVD, relocate all excavated materials seaward of the coastal construction control line (but not more than 120 feet seaward of the line), prohibit net excavation seaward of the coastal construction control line, and specify the planting of all filled or disturbed areas with salt-resistant native vegetation transplanted from onsite areas that will be excavated and other sources, as needed. Special Permit Condition 7 requires Petitioners to obtain the fill material from a source landward of the coastal construction control line. The fill material also must be of a sand that is similar to that onsite in terms of grain size and coloration. However, nothing in the Final Order specifies any requirement to replicate present--or design scientifically verified new--seaward and landward slopes of the portion of the impacted dune. In resisting Respondent's demand to raise the structural elevation, Petitioners have sought to reduce the slope of their driveway, which involves traffic-safety issues in turning on and off busy South Atlantic Avenue, and eliminate the need for an extensive design modification to allow wheelchair- bound persons access to the house from the garage. At the hearing, Petitioners offered mitigation in the form of an artificial dune to be constructed seaward of the residence with excavated materials. However, this proposal would destroy existing vegetation and failed to specify slopes, so that the artificial dune would likely suffer significant and rapid erosion. Petitioners have failed to prove that their proposed construction activities, with a structural elevation of 19 feet NGVD, would not adversely impact the most prominent dune landward of the ocean, so as to reduce the existing ability of this dune to resist erosion and protect upland persons and property.
Recommendation It is RECOMMENDED that the Department of Environmental Protection enter a final order dismissing Petitioners' challenge and issuing the Final Order and Notice to Proceed Withheld dated June 5, 2000. DONE AND ENTERED this 7th day of November, 2001, in Tallahassee, Leon County, Florida. ROBERT E. MEALE Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 7th day of November, 2001. COPIES FURNISHED: David P. Struhs, Secretary Department of Environmental Protection Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Teri L. Donaldson, General Counsel Department of Environmental Protection Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Kathy C. Carter, Agency Clerk Office of General Counsel Department of Environmental Protection Douglas Building 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Robert R. Bullard, P.E. Qualified Representative Absolute Engineering Group Post Office Box 269 Daytona Beach, Florida 32115 Francine M. Ffolkes Senior Assistant General Counsel Timothy E. Dennis Certified Legal Intern Department of Environmental Protection Douglas Building 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000
The Issue The issues to be determined are whether the U.S. Army Corps of Engineers (“Corps”) has demonstrated its entitlement to place dredged material from the maintenance dredging of the East Pass (“East Pass” or “inlet”) entrance channel conducted pursuant to Department of Environmental Protection (“DEP”) Permit Modification No. 0288799-006-JN (“Permit Modification”), as amended by the DEP’s August 21, 2019, Notice of Proposed Changes to Proposed Agency Action (“Proposed Change”) in the nearshore zone east of East Pass; and whether the East Pass Inlet Management Plan (“East Pass IMP”) is an unadopted rule as described in section 120.57(1)(e), Florida Statutes.
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 Petitioner, Thomas Wilson, resides at 856 Edgewood Drive, Charleston, West Virginia, and owns a secondary residence at 1530 Miracle Strip Parkway, No. 101-B, Fort Walton Beach, Florida, which is on Santa Rosa Island in the unincorporated community of Okaloosa Island1, and fronts the Gulf of Mexico. Petitioner’s property is in the vicinity of Monument R-14, which is roughly 2.3 miles west of DEP Virtual Monument V-611, and 4.3 miles west of the west side of East Pass. Mr. Wilson uses and enjoys the gulf-front beaches between his property in Okaloosa Island and East Pass. Intervenors, David H. Sherry and Rebecca R. Sherry, own Unit 511 at the Surf Dweller Condominium, 554 Coral Court, Fort Walton Beach, Florida, fronting the Gulf of Mexico and in the Okaloosa Island community. 1 Okaloosa Island is the name of an unincorporated community that stretches about 2.8 miles along Santa Rosa Island from DEP reference monument R-1 through R-16, and is across Santa Rosa Sound from the mainland community of Ft. Walton Beach. Okaloosa Island is the name of the unincorporated community, while Santa Rosa Island is the name of the much longer island of roughly 40 miles in length, which includes U.S. Air Force/Eglin AFB property that extends from the Okaloosa Island community to East Pass. The Surf Dweller Condominium straddles DEP Reference Monument R-7, which is between three and four miles west of DEP Virtual Monument V-611, and is between five and six miles west of the west side of East Pass. The Sherrys use the beach at their condominium on a daily basis for fishing, crabbing, swimming, walking, running, and general recreation. They also walk or run from Monument R-7 along the beaches to East Pass, and occasionally drive to and use the beaches on the east side of East Pass. Intervenor, John S. Donovan, owns Units 131 and 132 at the El Matador Condominium, 909 Santa Rosa Boulevard, Fort Walton Beach, Florida, fronting the Gulf of Mexico and in the Okaloosa Island community. The El Matador Condominium is approximately five miles west of Monument V-611, and is more than six miles west of the west side of East Pass. Mr. Donovan generally walks the beaches west of his condominium, but does occasionally walk along the beach to Monument V-607, which is the location of a seawall constructed by the Air Force on sovereign submerged lands to protect an Air Force tracking facility. Petitioners’ residential properties do not abut either the area established as the zone of influence of East Pass or the stretch of beach that is adjacent to the west fill placement site. Petitioners’ stated injuries are related to the allegation that the lateral movement of sand from the East Pass area of influence is from east to west. Placing dredged material in the eastern disposal site would allegedly deprive the beaches in front of their property -- beaches that are miles from the nearest area of influence or spoil disposal site -- of their natural sand supply by cutting off what they allege to be the natural sand flow, causing the beaches in front of their properties to eventually erode. Petitioners alleged no immediate environmental injuries associated with the Permit Modification. Petitioners’ stated objective in this case is to have any sand dredged from East Past to be placed on the western disposal areas at all times. Respondent, DEP, is an agency of the State of Florida pursuant to section 20.255, Florida Statutes, having the power and duty to protect Florida's air and water resources and to administer and enforce the provisions of chapters 161, 373, and 403, Florida Statutes, and rules promulgated thereunder in Florida Administrative Code Chapters 62 and 62B, regarding activities in surface waters of the state. DEP has been designated by the legislature as the beach and shore preservation authority for the State of Florida and is authorized to take all necessary initiatives to implement the provisions of chapter 161. See § 161.101, Fla. Stat. DEP is the permitting authority in this proceeding and issued the Permit Modification at issue in this proceeding to the Corps. Respondent, the Corps, is a federal agency responsible for maintenance dredging of East Pass, and is the applicant for the Permit Modification. The Corps and DEP are parties to an Interagency Agreement pursuant to which the Corps has agreed that for joint coastal permits, beach compatible dredged material shall be disposed on Florida’s beaches consistent with chapter 161 and other beneficial use criteria specified by the Department and federal standards. Pursuant to the Interagency Agreement, if DEP determines that a permit modification is required to meet state standards, as was the case here, the Corps agrees to apply for and obtain the modification. Intervenor, Destin, is a municipality in Okaloosa County, Florida, and abuts the east side of East Pass. Intervenor, Okaloosa County, is the local sponsor of the federally authorized East Pass Navigation Project. It has a substantial interest in the safety and navigability of the East Pass Navigation Channel and its protection from effects of tropical storm systems. Okaloosa County also has a substantial interest in preserving its recreational and environmental resources. The Permit Modification was issued on November 14, 2016, without publication, or a notice of rights language regarding the right to request a hearing or time limits for doing so. Petitioner, Mr. Wilson, alleged that he received a copy of the Permit Modification on or after May 22, 2019. There was no evidence to the contrary. He, thereafter, filed a challenge with DEP on June 5, 2019, no more than 14 days from the date on which he received notice. East Pass The issue in dispute in this case, as it was in 19-1844, is the determination of whether beaches adjacent to the East Pass inlet are eroding, stable, or accreting, for purposes of meeting the statutory objective of section 161.142. Prior to 1928, the connection from Choctawhatchee Bay to the Gulf of Mexico flowed through what is now Old Pass Lagoon. After a storm in 1928, a high-tide breach of the shoreline near the current location of East Pass was formed. In 1929, a record rain event caused waters to rise in Choctawhatchee Bay. Residents of the area dug a relief channel at roughly the present location of East Pass. The waters releasing through the more hydraulically efficient flow path from Choctawhatchee Bay established a channel, which quickly enlarged to become the prominent inlet to the Gulf of Mexico. The permanent channel, now known as East Pass, is the only navigable passage from Choctawhatchee Bay and the Intercoastal Waterway to the Gulf of Mexico between Panama City, Florida, and Pensacola, Florida. East Pass separates the gulf-fronting beaches of Destin to its east from the beaches owned by the United States as part of Eglin Air Force Base to the west. The entrance to East Pass is protected by two boulder-mount jetties: a 3,860 foot-long jetty on the west side of the inlet, and a 1,210 foot-long jetty on the east side of the inlet. East Pass includes a federal navigation channel. The federal navigation channel requires routine maintenance to prevent it from shoaling. On average, East Pass is dredged in two-year intervals. The last time that East Pass was dredged was in December of 2013. It has now shoaled with sand. Although there was a suggestion that recent storms may have opened the channel to some extent, the evidence was not sufficient to alter the findings based on the 19-1844 record that the channel remains hazardous for marine traffic. East Pass Inlet Management Implementation Plan The East Pass IMP was adopted by Final Order of DEP on July 30, 2013. The East Pass IMP does not require that any quantity of dredged material from the dredging of East Pass be placed at any particular location other than as established in permits issued by DEP. Rather, disposal sites are to be determined on a case-by-case basis based on the best monitoring data available for the beaches in the area of influence of East Pass. Areas of influence are the beach areas east and west of East Pass affected by tidal forces generated by the inlet. The critical element of the East Pass IMP, and that in keeping with the statutory requirement that sand be placed on “adjacent eroding beaches” is the “strategy” that “the recent erosion of adjacent beaches observed over a minimum of five years shall define the placement need in terms of location and volume.” The Permit Modification On October 28, 2009, DEP issued Permit No. 0288799-001-JC to the Corps to perform maintenance dredging of the East Pass Navigation Channel and the Old Pass Lagoon Channel, and to rehabilitate the eastern and western jetties. Materials dredged from the Main Channel south of the U.S. Highway 98 bridge would be primarily bypassed to a portion of the beach on Eglin Air Force Base west of East Pass. As originally issued, the 2009 Permit limited placement of dredged sand to sites west of the inlet, and prohibited placement to the east of the inlet. Contrary to the 2008 amendment to section 161.142 and the 2013 East Pass IMP, the 2009 Permit did not require that sand dredged from the federal navigation channel be placed on the adjacent eroding beach, nor did it extend the life of the proximate West Destin Beach Restoration Project. The Corps requested the Permit Modification in furtherance of an inter-agency agreement between DEP and the Corps, by which the Corps agreed, to the best of its abilities, to act in a manner consistent with state requirements. Pursuant to section 161.142(5), beach compatible sand dredged from federal navigation channels is to be placed on the adjacent eroding beach. On November 14, 2016, DEP issued the Permit Modification to the Corps. The Permit Modification did not change the authorization or requirements for the dredging, but allowed dredged material to be placed on “the Gulf-front beaches on the eastern and western sides of East Pass.” On August 21, 2019, DEP filed the Proposed Change, which amended the Permit Modification to require that “[b]each compatible material dredged from the initial maintenance dredge event following issuance of [the Permit Modification], shall be placed to the east of East Pass.” The Permit Modification provides that, for the first maintenance dredging event following issuance of the Permit Modification, dredged material is to be placed at fill sites east of East Pass, the condition that Petitioners’ find objectionable. The Permit Modification then provides that “[f]or all subsequent maintenance dredging events conducted under this permit, disposal locations shall be supported by physical monitoring data of the beaches east and west of East Pass in order to identify the adjacent eroding beaches that will receive the maintenance dredged material, providing consistency with section 161.142, Florida Statutes.” Thus, the placement of dredged material to the east of East Pass authorized by the Permit Modification applies to the next dredging event, and not necessarily to subsequent periodic dredging events authorized by the Permit Modification. Fill Placement Site The eastern fill placement site authorized by the Permit Modification extends from R-17 to R-20.5. The shoreline adjacent to the eastern fill placement site has been designated as critically eroded for more than ten years. The eastern fill placement site is within the Western Destin Beach Restoration Project and designated as “Reach 1.” The fill placement site west of East Pass is located between V-611 and V-622. The shoreline landward of the western fill site has not been designated as critically eroded by the Department. There are no current beach restoration projects in or adjacent to the western fill site. East Pass is an ebb tide dominated inlet, with a sizable amount of sediment moving in and out. When outgoing tidal flow moves though the constriction formed by the jetties, flow velocities are accelerated. When the water, and any entrained sediment, passes the jetties, flow tends to spread out to the east, west, and south, and naturally loses velocity. When the outgoing tidal waters reach a critical velocity where they can no longer carry the sand, the sand drops out of suspension, which forms the ebb shoal. Essentially, the ebb shoal is a large, semi-circular sandbar extending from the mouth of East Pass that was created by the ebb tide carrying sediments south. East Pass is a highly dynamic inlet system. There are processes spurred by the configuration and location of East Pass, tides, waves, and storms that have resulted in currents running to the east and west that change on a frequent basis. The evidence in this proceeding, which includes the evidence adduced in 19-1844, established, for the period of 1996 through 2007, “a trend of west to east longshore transport, resulting in net gain immediately west of [East Pass] and a significant loss of sand along Holiday Isle east of [East Pass].” The evidence further established that a “drift nodal point” existed at East Pass. Longshore transport at uniform coastal locations is generally in one direction. However, when there are wave events coming from varying angles, and where beach contours are not parallel and uniform, or even linear, it is common for transport reversals to occur. The point at which those reversals occur is referred to as a nodal point. That point can be where east and west transport converges, or where it diverges. The shoreline in the vicinity of East Pass has exhibited “quite a few” nodal points over the past decade, resulting in frequent drift reversals and sand transport to the east and the west. The evidence as to the existence and effect of the East Pass drift nodal point, and its effect on the lateral transport of sand in the area, including the East Pass areas of influence, was substantiated by testimony and other evidence introduced at the final hearing. The testimony and evidence that there is no consistent direction of lateral sand transport in the vicinity of East Pass, and no predominant lateral current transporting sand in a westerly direction, is accepted. Competent substantial evidence in the record of this proceeding includes monitoring data for the eastern beach placement areas from the West Destin Four-Year Post-construction Monitoring Report and earlier annual post-construction reports covering the period from October 2012 to July 2017; data from the Holiday Isle Emergency Beach Fill Two-Year Post- construction Report; historical monitoring data for the area west of East Pass, including the Western Beach Monitoring Report, which covered 2006 to 2017; the Potential Borrow Area Impact Report, which included data from 1996 through 2012; and recent profile data from April 2019. These reports, and the data contained within them, cumulatively provide more than 20 years of data, and demonstrate convincingly that the shoreline to the west of East Pass has been stable or accreting, and the areas to the east are eroded. Mr. Trammell offered testimony, including a discussion of photographic evidence, demonstrating the beaches east of East Pass exhibit the following signs of significant and ongoing erosion: extensive dune erosion; exposed sea oat roots; reduced beach elevation; reduced beach width; crenulate2 bays; newly built dune walkovers that replaced old walkovers claimed by erosion; dune walkovers in close proximity to the shoreline, indicating that the shoreline had receded to the walkover; and beach scarping at the shoreline indicating active erosion. Mr. Trammell’s testimony as to the eastern spoil disposal sites was convincing and is accepted. The eastern areas of influence are currently designated to be “critically eroded” by DEP, a designation maintained for more than 10 years. The photographic evidence supports the data collected over time for the beaches east of East Pass, and the persuasive testimony offered by Mr. Clark, Mr. Trammell, Mr. Garis, and Mr. Trudnak (who testified in 19-1844), collectively establishes, by a preponderance of the evidence, that the beaches east of East Pass, including the eastern area of influence and the proposed dredge material disposal sites at Monuments R-17 to R-20.5, except for the area immediately abutting the eastern jetty, are critically eroded, a condition that is influenced by East Pass and its navigational channel, and are “adjacent eroding beaches” as that term is used in section 161.142. The evidence demonstrates that the shoreline of Santa Rosa Island to the west of East Pass has historically been stable. To be sure, as is the case with any shoreline, there will be some areas of erosion and some areas of accretion. After Hurricanes Ivan and Opal, areas of Santa Rosa Island experienced erosion. DEP declared the shoreline to be critically eroded after the 2004-2005 hurricane seasons, which prompted Okaloosa County to commission a study to monitor the health of the Monuments R-1 through R-16 beach segment, a segment that includes Petitioners’ residences. Despite the fact that no post-storm beach restoration occurred in the area, the beach recovered naturally and gained sand following the post-storm recovery. In addition, Santa Rosa Island is known for “beach cusps,” which are crenulate 2 “Having an irregularly wavy or serrate outline.” See “crenulate,” Merriam-Webster Dictionary, https://www.merriam-webster.com/ dictionary/crenulate (last visited February 2, 2020). shapes along the shoreline. Depending on the season and storm conditions, those beach cusps can have a localized erosive effect on the beach, but those tend to be seasonal. They do not negate what the evidence shows to be the overall stable to accretional conditions of the beaches west of East Pass from Monument V-622 to Petitioners’ residences. Mr. Trammell offered testimony, including a discussion of photographic evidence, demonstrating the beaches west of East Pass have large dunes; multiple dune lines; tall and thickly vegetated dunes indicating established dune growth; pioneering vegetation indicating active, healthy dune growth and accretion; partially buried signs indicating dune advance; and broad and expansive beaches. Those features are indicative of a stable and accretional shoreline. Mr. Trammell’s testimony as to the western spoil disposal site was convincing and is accepted. At present, the Santa Rosa Island shoreline is not deemed by DEP to be “critically eroded.” Mr. Trammel’s photographs offered in 19-1844 were supplemented by a series of photographs taken from several of the same locations after the passage of Tropical Storm Nestor in October 2019. Those photographs are consistent with a finding that the beaches to the east of East Pass are highly eroded and erosional, and that the beaches to the west of East Pass are not. The photographic evidence supports the data collected over time for the beaches west of East Pass, and the testimony offered at the final hearing, which collectively establish, by a preponderance of the evidence, that the beaches to the west of East Pass are stable and accretional, are not subject to erosion caused by East Pass, and are not “adjacent eroding beaches” as that term is used in section 161.142. Petitioners offered testimony of Dr. Douglas and Dr. Young in an effort to shore up weaknesses in the evidence offered in 19-1844. Their testimony and the evidence discussed therein was largely, if not exclusively designed to demonstrate that the direction of lateral sand transport in the vicinity of East Pass was predominantly east to west, which was the prevailing theme of Petitioners’ argument in 19-1844. The evidence adduced from Dr. Douglas was, in many respects, cumulative of that previously offered by Dr. Walton in 19-1844, and considered in the development of the Recommended Order in that case. For example, both Dr. Walton and Dr. Douglas reviewed and assessed information from the Taylor study, the Morang study, and the CP&E report in developing their opinions. Both agreed that sand placed in proximity to the jetties would tend to stay in place. Both ultimately concluded that sand placed to the west of the East Past west jetty would migrate to the west. Dr. Douglas offered new opinion testimony largely based on the Wave Information Study (“WIS”), which is an estimate of wave height and direction from a location two miles off-shore of East Pass. The data is a mathematical estimate, and does not rely on physical measurements from buoys or wave gauges. The wave estimates were then used as inputs in a model developed by the Coastal Engineering Research Center (“CERC”). Dr. Douglas candidly testified that the CERC model, even with normal input data, involves a substantial degree of uncertainty -- up to an order of magnitude. Adding to that uncertainty is that the CERC model assumes bottom contours and offshore volume calculations that were either inapplicable to the area around East Pass, or unavailable. Dr. Douglas was convincing that the CERC model is a tool commonly used by coastal engineers. His testimony, and the evidence on which it was based, was not unreasonable. However, it was not sufficient to outweigh the evidence introduced in support of the Permit Modification. In particular, and in addition to the evidence and testimony introduced in 19-1844, the testimony of Mr. Clark, whose extensive and direct knowledge, observations, and familiarity with the area, and of the data and information collected over periods of years, is found to be more persuasive regarding the processes and conditions in and around East Pass, and supports a finding, by a preponderance of the evidence, that the area to the east of East Pass constitutes “adjacent eroding beaches,” and that the area to the west of East Pass does not. Similarly, the evidence adduced from Dr. Young was largely cumulative, a fact that resulted in sustained objections to questions eliciting such information. He did provide testimony regarding time-lapse images from Google Earth Engine, and a critique on how to balance a sediment budget, though without providing a budget. As was the case with Dr. Douglas, Dr. Young’s testimony and the evidence discussed therein, was not sufficient to outweigh the more persuasive evidence introduced in support of the Permit Modification that the area to the east of East Pass constitutes “adjacent eroding beaches,” and that the area to the west of East Pass does not. The evidence is persuasive that placing dredged material at R-17 to R-20.5 in Holiday Isle on the eastern side of East Pass would not result in erosion on the western side of East Pass. Dredged material placed in the western beach placement area, and in the “shadow” of the western jetty, will tend to remain in that area. It would take a very long time, if at all, for that material to migrate further to the west. However, some -- but certainly not all -- of the dredged material placed on the eroding beaches to the east of East Pass can be introduced into the ebb shoal and move to the west. In that regard, the Google Earth Engine images depict sand moving across the ebb shoal to the western side of the inlet and attaching at various distances from the west jetty. As such, placement of the dredged material on the eastern beach placement areas would, to some degree, accomplish the goals of allowing sand transport to the western beaches, as was the relief sought in the Petition. The evidence was convincing that depositing dredged material onto the eroding beaches east of East Pass, as authorized by the Permit Modification, will not result in significant adverse impacts to areas either east or west of East Pass, nor will it interfere with the use by the public of any area of a beach seaward of the mean high-water line. Furthermore, the evidence introduced in this case and 19-1844 provide reasonable assurance that the Permit Modification is consistent with section 161.142 and will ensure that net long-term erosion or accretion rates on both sides of East Pass remain equal. Ultimate Findings of Fact The greater weight of the competent substantial evidence establishes that the eastern areas of influence of East Pass, including the beach disposal areas at R-17 to R-20.5, are critically eroded, a condition influenced, if not caused, by East Pass, and constitute East Pass’s “adjacent eroding beaches.” Evidence to the contrary was not persuasive. The greater weight of the competent substantial evidence establishes that the western areas of influence of East Pass, including the beach disposal areas at Monuments V-611 to V-622, are stable, if not accreting, and are not East Pass’s “adjacent eroding beaches.” Evidence to the contrary was not persuasive. The greater weight of the competent substantial evidence establishes that the placement of dredged material on the eastern side of East Pass will extend the life of the proximate West Destin Beach Restoration Project. The greater weight of the competent substantial evidence establishes that the Corps met the standards for the Permit Modification as proposed for issuance by DEP on November 14, 2016, and August 21, 2019, including section 161.142 and rules 62B-41.003 and 62B-41.005. Evidence to the contrary was not persuasive. Thus, the Permit Modification should be issued.
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 November 14, 2018, Permit Modification No. 0288799-006-JN, as amended by the DEP’s August 21, 2019, Notice of Proposed Changes to Proposed Agency Action, for the maintenance dredging of East Pass, subject to the general and specific conditions set forth therein. DONE AND ENTERED this 20th day of February, 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 20th day of February, 2020. COPIES FURNISHED: Joseph Alexander Brown, Esquire Hopping Green & Sams, P.A. 119 South Monroe Street, Suite 300 Tallahassee, Florida 32301 (eServed) D. Kent Safriet, Esquire Hopping Green & Sams, P.A. 119 South Monroe Street, Suite 300 Tallahassee, Florida 32301 (eServed) Marianna Sarkisyan, Esquire Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3900 (eServed) Paul Joseph Polito, Esquire Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3900 (eServed) Jay Patrick Reynolds, Esquire Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3900 (eServed) Winifred L. Acosta, Esquire United States Attorney's Office Northern District Florida 21 East Garden Street Pensacola, Florida 32502-5676 (eServed) Kathryn Drey, Esquire United States Attorney's Office Northern District Florida 21 East Garden Street Pensacola, Florida 32502-5676 Kenneth G. Oertel, Esquire Oertel, Fernandez, Bryant & Atkinson, P.A. Post Office Box 1110 Tallahassee, Florida 32302 (eServed) Timothy Joseph Perry, Esquire Oertel, Fernandez, Bryant & Atkinson, P.A. Post Office Box 1110 Tallahassee, Florida 32302 (eServed) Carley J. Schrader, Esquire Nabors Giblin & Nickerson, P.A. 1500 Mahan Drive, Suite 200 Tallahassee, Florida 32308 (eServed) Gregory Thomas Stewart, Esquire Nabors, Giblin and Nickerson, P.A. 1500 Mahan Drive, Suite 200 Tallahassee, Florida 32308 (eServed) Elizabeth Desloge Ellis, Esquire Nabors, Giblin and Nickerson, P.A. 1500 Mahan Drive, Suite 200 Tallahassee, Florida 32308 (eServed) Lea Crandall, Agency Clerk Department of Environmental Protection Douglas Building, Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 (eServed) Justin G. Wolfe, General Counsel Department of Environmental Protection Legal Department, Suite 1051-J Douglas Building, Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 (eServed) Noah Valenstein, Secretary Department of Environmental Protection Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 (eServed)
Conclusions Having considered the record in this cause, and being mindful of Flagler County Resolution No. 84-7, the development order related to Hammock Dunes community, it is concluded: That all statements contained within the petition are found to be true and correct. That the creation of the district is consistent with applicable elements or portions of the Flagler County Comprehensive Plan. That the area of land within the proposed district is of sufficient size, is sufficiently compact, and is sufficiently contiguous to be developable as one functional interrelated community. That the district is the best alternative available for delivering community development services and facilities to the area that will be served by the district. That the community development services and facilities of the district would be compatible with the capacity and uses of existing local and regional community development services and facilities. That the area that will be served by the district is amenable to separate special-district government. DONE and ENTERED this 29th day of May, 1985, at Tallahassee, Florida. CHARLES C. ADAMS Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 29th day of May, 1985. COPIES FURNISHED: Wade L. Hopping, Esquire and Richard Brightman, Esquire Post Office Box 6526 Tallahassee, Florida 32314 John T. Herndon Secretary Florida Land and Water Adjudicatory Commission Office of the Governor The Capitol Tallahassee, Florida 32301
The Issue Whether the permit application of Clifford S. and Maria Ray (the "Rays") meets the statutory and rule requirements for the Department of Environmental Protection ("DEP" or the "Department") to issue to the Rays a permit to construct a multi- family dwelling and related structures seaward of the coastal construction control line ("CCCL") on their property in Brevard County?
Findings Of Fact Legislative Intent re: Beaches and Coastal Barrier Dunes The Legislature has declared that the beaches and the coastal barrier dunes in this state, subject by their nature to severe fluctuations, represent one of the most valuable resources of Florida. See § 161.053(1)(a), Fla. Stat. The Legislature has further declared that it is in the public interest to preserve and protect the beaches and dunes from imprudent construction because it can "jeopardize the stability of the beach-dune system, accelerate erosion, provide inadequate protection to upland structures, endanger adjacent properties, or interfere with public beach access." Id. The Legislature has therefore directed the Department of Environmental Protection "on a county basis along the sand beaches of the state fronting the Atlantic Ocean [and other salt water bodies]" to "establish coastal construction control lines." Id. The "Coastal Construction Control Line" A line of jurisdiction, rather than a line of prohibition, the Coastal Construction Control Line (the "CCCL or the "Control Line") is defined in Chapter 62B-331 of the Florida Administrative Code. The Control Line is: the line established pursuant to provisions of Section 161.053, F.S., and recorded in the official records of the county, which defines that portion of the beach-dune system subject to severe fluctuations based on a 100-year storm surge, storm waves, or other predictable weather conditions. Fla. Admin. Code. R. 62B-33.002(12). The Department's Office of Beaches and Coastal Systems has regulatory authority to permit or deny construction seaward of the Control Line pursuant to statutory and rule criteria. This proceeding concerns the exercise of that authority in the form of issuance of a permit for activity seaward of the Control Line in Brevard County. Brevard County's Control Line The Control Line in Brevard County was established by the Department of Natural Resources, an agency of the state and a predecessor of DEP, in 1981 (the "1981 CCCL"). A second Control Line in Brevard County was established in 1986, again by the Department of Natural Resources. It is approximately 150 feet landward of the 1981 CCCL. It will be referred to in this order as "the CCCL" or "the Control Line." The line established in 1981 will be referred to as the "1981 CCCL," to distinguish it from the Control Line established in 1986, the Coastal Construction Control Line applicable to this proceeding. The Parties Mrs. Pope Petitioner, Carole C. Pope, owns with her husband James M. Pope, oceanfront property located at Wilson Avenue, Brevard County, Florida, where the Popes reside part time. The Popes' property has a Cocoa Beach mailing address, but is not within the city limits of Cocoa Beach. Littoral to the Atlantic Ocean, the Popes' property was identified in the pre-hearing stipulation in the Rule-related Cases (discussed in this Order's Preliminary Statement) as "Lot 11, Block 101, Avon by the Sea as described in Plat Book 3, page 7 [presumably the Official Records of Brevard County] and east to Ocean, except the west 13 feet of Lot 11." See Final Order, Pope v. Department of Environmental Protection et al., Case No. 03-3860RX, paragraph 7, page 9. The Popes have two duplex units on their property. Built in the 1950's, they consist of concrete foundations, block walls, and 10-foot-high flat roofs. Mrs. Pope and her husband have retained the native, salt-tolerant vegetation that surrounds the duplexes. Protective of the property because it serves to enhance and stabilize the primary/frontal dune, it also adds to Mrs. Pope's enjoyment and use of her property. She enjoys the native flora, an integral part of the habitat of native fauna (gopher tortoises and indigo snakes, for example) that she enjoys watching. She particularly enjoys feeding and interacting with the sociable scrub jay. The Department and its Office of Beaches and Coastal Systems The Department is responsible for the administration of Parts I and II of Chapter 161, Florida Statutes, the "Beach and Shore Preservation Act." § 161.011, Fla. Stat. The Act confers on the Department the authority "to adopt rules related to the following provisions of this section [§ 161.053]: establishment of coastal construction control lines; activities seaward of the coastal construction control line; exemptions; property owner agreements; delegation of the program; permitting programs; and violations and penalties." § 161.053 (21), Fla. Stat. Pursuant to its rule-making authority in Section 161.053 (together with other specific authority), Florida Statutes, the Department promulgated Rule Chapter 62B-33: "Office of Beaches and Coastal Systems - Rules and Procedures for Coastal Construction and Excavation (Permits for Construction Seaward of the Coastal Construction Control Line and Fifty-Foot Setback)." The Office is in the Department. Fla. Admin. Code R. 62B-33.002(11). Permits for construction or other activities seaward of the construction control line, such as the permit in this case, are issued pursuant to Section 161.053, Florida Statutes, by the Program Administrator of the Bureau of Beaches and Wetland Resources on behalf of the Department. See Respondents 1, Vol. 2, Tab 22. The Department has not delegated Chapter 161 permitting authority to Brevard County. The Rays Clifford and Maria Ray are the owners of the property adjacent to Petitioner's property and the holders of Permit No. BE-1083, preliminarily issued by the Department in its final order of September 19, 2003. The property consists of four 50-foot-wide lots, Lots 12, 13, 14 and 15 in Avon by the Sea. Lot 12 is immediately adjacent to Mrs. Pope's property. Some of the native vegetation on the property has been disturbed by the planting of sod and installation of an irrigation system seaward of the Brevard County coastal setback line and the Control Line. The activity is the subject of administrative enforcement actions by the County and DEP. Although government claims of violations had not been resolved finally as of the date of hearing, the Rays have not resisted the claims. The Permit was issued to the Rays under the authority of Section 161.053, Florida Statutes. It authorizes activities on the Ray property seaward of the CCCL. This activity includes the construction of an eight-story, multi-family dwelling, a swimming pool and deck, a wooden beach/dune walkway, a parking area, masonry wall and an exfiltration trench, as described in more detail in the section of the Permit entitled "PROJECT DESCRIPTION." Respondents Ex. 1, Vol. 2, Tab 22, Permit No. BE- 1083, p. 2-3. The Department was not aware of the claims of violations made against the Rays referred-to above at the time that Mr. Tammisetti, the engineer assigned to review the permit file initially, recommended that the permit be issued. Had Mr. Tammisetti been aware of the claims he still would have recommended issuance of the permit. Coastal Systems and Fixed Coastal Cells The term "Coastal System" is defined by the Department in its rules: "Coastal System" is the beach and adjacent upland dune system and vegetation seaward of the coastal construction control line; swash zone; surf zone; breaker zone; offshore and longshore shoals; reefs and bars; tidal, wind, and wave driven currents; longshore and onshore/offshore drift of sediment materials; inlets and their ebb and flood tide shoals and zones of primary tidal influence; and all other associated natural and manmade topographic features and structures. Fla. Admin. Code R. 62B-33.002(13). Within the coastal system are "fixed coastal cells," also defined by Department rule: "Fixed Coastal Cell" is a geomorphological component of the coastal system which is closely linked internally by active physical processes and is bounded by physical features which exercise a major control on refraction patterns or which compartmentalize or severely limit longshore sediment such as headlands or inlets. Fla. Admin. Code R. 62B-33.002(24). Within and adjacent to a fixed coastal cell of Florida's coastal system lie sea, shore, beach, dune system, vegetation, uplands and structures with which this proceeding is concerned. The Beach and Dune System within the Fixed Coastal Cell The Ray property and the Pope property are located in a fixed coastal cell that extends from Canaveral Inlet (north of R014, one of a series of coastal monuments installed by the state) southward to Monument R050. The community in which the property is situated is a "Coastal Uplands: Beach Dune" community characterized by a beach and dune system. There is one primary/frontal dune with a height at the top of the bank of about 13.4 feet NGVD seaward of the proposed project. The portion of property on which the project is sited is between 7.3 and 10.7 feet NGVD. The most recent DEP design wave height elevation for R015 is 14.2 feet NGVD, higher than the existing dune elevation at the Ray property. Much of the Ray property behind the dune is lower in elevation than the elevation of contiguous properties, the likely result of persistent cutting of native vegetation that acts to intercept wind-blown sand as it moves along the shoreline. Beach and Dune Data in DEP File BE-1083 In the application review process, Mr. Tammisetti submitted a memorandum dated May 24, 2001, to Mr. McNeal. The memorandum appears to have been a form with blanks into which information was inserted or handwritten close to the appropriate blank. For example, under Section I., of the form "PROPOSED PROJECT" is "A. Project Location:", followed by a description with blanks left for number of feet, direction (north, south, east, west) reference monument number, county and project address. Handwriting close to the blanks leads one to understand or gather that it intends to communicate the following statements: The location of this project is approximately 100 feet N to 103 feet S of the Department of Environmental Protection's Reference Monument R-15, in Brevard County. Project Address: Harding Ave, Cape Canaveral. This is within the local jurisdiction of Brevard County. Respondents 1, Vol. 2, Tab 13. The form also contains Section II., "CHARACTERIZATION OF BEACH/DUNE SYSTEM". The section calls for three categories of characterization: A., a general description; B., beach topography in terms of shoreline alignment, berm width in feet, berm elevation in feet (NGVD), direction of net littoral transport, volume of net littoral transport in cubic yards per year, and general conditions; and C., Primary Dune/Bluff Topography with dune width in feet. None of the information called for by this section has been filled in on the form. At hearing, Mr. Tammisetti testified2 that berm width was 220 feet and the berm elevation ranged from 3 to 10 feet NGVD. He testified that the direction of littoral transport was north to south but he did not know the volume of net littoral transport. He stated that the "general site condition" was an eroding shoreline. He estimated the dune width at between 30 to 40 feet. These facts and figures exist under an overarching consideration. The beach near R015 that fronts the Pope and Ray property is critically eroding.3 Vegetation on the Ray Property There is a sea grape cluster and numerous palm trees on the Ray property. The seaward most continuous line of native salt-resistant vegetation or the "vegetation line" is near the line at the toe of the slope of the dune bank depicted on the topographic survey drawing submitted as part of the application. Nanette Church, at the time an employee of Brevard County, visited the site on July 1, 2003. She documented the presence of fresh sod and a new irrigation system installed seaward of the County's coastal setback line, a line parallel to and 25-feet landward of the 1981 CCCL. Two days later, DEP Inspector Gene Verano conducted a site inspection and documented the placement of sod and the installation of an extensive irrigation system. On July 31, 2003, the Department under the signature of Jim Martinello, an Environmental Manager in the Bureau of Beaches and Wetland Resources, issued a warning letter to Mr. Ray with regard to "POSSIBLE UNAUTHORIZED ACTIVITIES SEAWARD OF THE COASTAL CONSTRUCTION CONTROL LINE." The letter reads, in part, Pope 3. [I]t appears that you have again been engaged in unauthorized activities on your property located approximately 100 feet north to 100 feet south of the Department of Environmental Protection's reference monument R-15, in Cocoa Beach, in Brevard County, Florida. The possible violation consists of the destruction/removal of native vegetation and placement of sod and an irrigation system seaward of the coastal construction control line without benefit of a permit from the [department.] The sod seaward of the CCCL has a negative effect on the stability of the dune system. A weakened dune system allows for storm surge and overwash to breach the dune and cause washout on the landward side of the dunes. Brevard County has not yet issued a land clearing or landscape permit to the Rays. A "Brevard County Land Development Site-Plan Approval" with an approval date of December 30, 2003, warned, "[i]t is the responsibility of the Owner/Engineer of Record to contact Office Natural Resources for a Land Clearing/Landscaping Permit." Respondents' 1, Vol. 1, Tab 12. The Rays are not contesting County or DEP enforcement actions relative to the land clearing, sod placement, and irrigation system installation. Project Description The project proposed by the Rays is to be located on their property in the unincorporated area of Brevard County known as "Avon-by-the-Sea," in the vicinity of Department monument R-015. The project is known by Brevard County as the Ray Condos and also as the Michelina Condominium. The location of the multi-family dwelling relative to the Control Line is "[a] maximum of 105.56 feet seaward." Id. Its exterior dimensions are "209.67 feet in the shore normal direction by 84 feet in the shore-parallel direction." Id. The type of foundation is "Pile." Id. There is no mention in the Permit of the height of the building. The swimming pool is described in the Permit in detail with regard to its dimensions and location (a maximum of 101.49 feet seaward of the control line), the type of construction and its maximum depth: six feet. Excavation/Fill for the project is described in terms of volume of excavation, its location, volume of fill as replacement, and location of fill. The Excavation/Fill description is subject to Special Permit Condition 6. Among other provisions of the condition, the fill is to be "from a source landward of the control line and shall consist of sand which is similar to that already on the site in both grain size and coloration." Id., p. 4. Other permitted structures and activities are listed and described in the Permit with reference to special permit conditions: A wooden beach/dune walkway structure of dimensions 174 feet shore-normal by 4 feet shore-parallel is to be located seaward of the control line. See Special Condition 7. A 4-foot to 14-foot swimming pool deck attached to the periphery of the swimming pool is to be located a maximum of 105.96 [feet] seaward of the control line. See Special Permit Condition 2.1. Paver-block parking area on the south side of the proposed dwelling. Masonry walls along the north and south property lines to extend a maximum of 105 feet seaward of the control line. See Special Permit Condition 2.2. An exfiltration system trench on the south side of the proposed dwelling. Among nine special conditions in the Permit are that no work can be conducted until a DEP "notice to proceed" has been received by the Rays. Another is that prior to the issuance of such a notice "two copies of detailed final site and grading plans and specifications" shall be submitted including two sets of landscape drawings. Id., p. 3, Special Permit Condition 2. See id., 2.3. The landscape plan must be submitted to Brevard County for approval under the Permit's special conditions. Given Brevard County's requirement that the Rays secure a Land Clearing/Landscaping Permit, there will be an ongoing process that poses the potential to ensure that the Rays' project will be designed to minimize the impact on native vegetation. The process also may require a restoration plan, as well, for the impact to native vegetation caused by the sod and the irrigation system. The Rays have submitted such a plan to the County. Relationship of the Proposed Project to the Pope Property The proposed multi-family dwelling is sited 10 feet south of the northern property line (the line that serves as the southern boundary of the Pope property). Ten feet is the minimum setback from adjacent property allowed by the county. The duplexes on the Pope property are situated in a range from 3.5 to 4.5 feet from the property line (the border with the Ray property.) The project, therefore, is proposed to be as close as 13.5 feet of the Pope duplexes. If built, running the length of the duplexes, it would create a relatively narrow space between the proposed structure and the Popes' duplexes that ranges from 13.5 feet to 14.5 in width. The Application The Rays submitted their CCCL permit application to the Department through their agent, Joyce Gumpher. On January 24, 2003, Ms. Gumpher executed a certification "that all information submitted with this application is true and complete to the best of [her] knowledge." Respondents Ex. 6, APPLICATION FOR A PERMIT FOR CONSTRUCTION SEAWARD OF THE COASTAL CONSTRUCTION CONTROL LINE OR FIFTY-FOOT SETBACK. The application was received by DEP on January 27, 2003. Additional information was requested by the Department. On April 21, 2003, the Department deemed the application complete. During the application process, several plan sheets were revised. Revised plan sheets were submitted after the application was deemed complete (see Respondents' Ex. 6, July 29, 2003 plans and September 5, 2003 plans) and once prior to DEP's determination of its completeness. (see id., April 7, 2003 plans). Review of the Application On August 26, 2003, Mr. Tammisetti submitted a memorandum to Mr. McNeal that recommended approval of the application with special permit conditions. The memorandum, similar in form to the memorandum submitted on May 24, 2001, except for the lack of Part II., is entitled "Description of Beach and Dune System Fronting the Subject Property and an Analysis of Impacts to be Expected From the Proposed Construction." Respondents 1, Vol. 2, Tab 20. It describes the proposed project but, lacking Part II., it neither characterizes nor describes the beach/dune system. Nor does it analyze the impacts of the proposed project other than to provide the "final comment" that "[t]he proposed project is landward of line of construction and 30-year erosion project. Impactive shore- parallel coverage is approximately 72%." Id., p. 3. Under its rules, after reviewing all information required, the Department is mandated to: Deny any application for an activity which either individually or cumulatively would result in a significant adverse impact including potential cumulative effects. In assessing the cumulative effects of a proposed activity, the Department shall consider the short-term and long-term impacts and the direct and indirect impacts the activity would cause in combination with existing structures in the area and any other similar activities already permitted or for which a permit application is pending within the same fixed coastal cell. The impact assessment shall include the anticipated effect of the construction on the coastal system and marine turtles. * * * Require siting and design criteria that minimize adverse impacts and mitigation of adverse or other impacts. Fla. Admin. Code R. 62B-33.005(3). As found earlier, the file in BE-1083 does not contain any documentation that the Department conducted the impact assessments required by the rule. Nonetheless, the Department based its evaluation on the portion of the fixed coastal cell from just north of R013 to approximately 400 feet south of R017 depicted on Respondents' 7. Respondents' 7 Respondents' 7 is an aerial photograph of developed uplands and off shore waters of the Atlantic Ocean in between which is the shore line and a stretch of beach in Brevard County. The sandy beach in the photo runs from north to south from Monument R013 to approximately 400 feet south of Monument R017, five monuments in a series set by the state along the Brevard County coast. The photograph is data the Department reviewed to determine if existing structures established a "reasonably continuous and uniform construction line closer to the mean high water line than [the coastal construction control Line]." § 161.053(5)(b), Fla. Stat. (This "reasonably continuous and uniform construction line" will be referred to as the "Construction Line" in this order.) The Pope property and the Ray property both straddle the Construction Line. The photograph shows four structures (the "Four Structures") that were determined by DEP to establish the Construction Line. Two are to the north of the Ray property; two are to the south. Of the two structures to the north, the closest is between 400 and 450 feet north of the northern boundary of the Ray property. It sits between Monument R015 and R014. The other structure to the north used to establish the Construction Line lies between Monument R014 and R013. Its southernmost corner is approximately 1200 feet to the north of the northern boundary of the Ray property. The roof of the closest of the Four Structures to the south, lying between Monument R015 and R016, viewed from the air above is rectangular indicating the structure to have a rectangular footprint. Positioned at an angle to the coast, its southeastern corner is along the 1981 CCCL. That corner is approximately 400 feet south of the southern boundary of the Ray property. The second structure to the south sits between R016 and R017. Its northernmost corner is roughly 850 feet south of the southern boundary of the Ray property. The Application Rule Florida Administrative Code Rule 62B-33.008(4), entitled "Permit Application Requirements and Procedures" (the "Application Rule"), requires that the Rays' application contain certain specific information, including that identified in subsection (f): Two copies of a topographic survey drawing of the subject property. The topographic information depicted in the drawing shall be from field survey work performed not more than six months prior to the date of the application. The rule further calls for the topographic survey drawing to include specific information such as "[t]he location of any existing vegetation line on the subject property." Fla. Admin. Code R. 62B-33.008(4)(f)9. The topographic survey drawing submitted as part of the application in January of 2003 reveals a survey date of "7/17/02." Respondent's Ex. 1, Sketch of Boundary and Topographic Survey, Lots 12-15, Block 101, Avon by the Sea, Brevard County, Florida. Other than the date of the survey, the evidence at hearing did not reveal when the fieldwork in support of the survey was conducted.4 In all likelihood the fieldwork was conducted close to July 17, 2002, but obviously prior to July 17, 2002. Whether the date of the application is considered to be the date of Ms. Gumpher's certification (January 24, 2003), or the date of its receipt by DEP (January 27, 2003), it does not depict "field survey work performed not more than six months prior to the date of the application." January 24, 2003, is six months and one week after July 17, 2002. January 27, 2003, is six months and 10 days after the date of the survey. The Vegetation Line The topographic survey drawing submitted as part of the application did not meet precisely the requirements of the Application Rule in several other ways. For one, it did not label the location of "any existing vegetation line on the subject property." At hearing, the Rays submitted a revised copy of the topographic survey drawing (still dated "7/17/02"). The revision labels a line indicated on the originally submitted topographic survey drawing as "TOE OF SLOPE" (within a few feet of the top of the dune bank) as "TOE OF SLOPE AND VEGETATION LINE." Thus, it is apparent that the originally submitted topographic survey drawing depicted the vegetation line; it merely failed in its labeling of the vegetation line. The Department, once it became aware of the omission of a reference to a vegetation line in the original submission, waived the requirement for one. At hearing, Mr. McNeal testified that the waiver was authorized by subsection (7) of the Application Requirements and Procedures Rule: The Department recognizes that the requirements specified in paragraphs 62B- 33.008(4). . . (f) . . ., F.A.C. may not, due to the project circumstances, be applicable or necessary to ensure protection to the beach and dune system. In such cases, the applicant shall, as part of the application, identify those requirements and state the reason why they are inapplicable. The Department shall waive requirements that do not apply. Fla. Admin. Code R. 62B-33.008(7). There is no evidence of record that the Rays informed DEP of a position that the "location of the vegetation line" on the topographic survey drawing was a requirement inapplicable or unnecessary to ensure protection to the beach and dune system.5 Nonetheless, construing its waiver authority to be broader than authority limited to cases in which identification of inapplicable and unnecessary requirements had been made by those seeking DEP waivers, the Department waived the requirement. The waiver was based on knowledge gained from the experience of DEP employees. The employees (Mr. Tammisetti and Mr. McNeal) knew that the vegetation line would be close to the top of the dune bank line and the toe of slope line, both of which were located on the topographic survey drawing.6 Respondents' 2 supports the Department's waiver since it labels the vegetation line where the Department roughly expected it to be. Complete Dimensions and Distance Perpendicular The Application Rule further demands that the topographic survey drawing contain: 15. Accurate dimensions and locations of the foundation outlines of any structures in the immediate contiguous or adjacent areas that the applicant contends have established a reasonably continuous and uniform construction line if the permit is requested under the provisions of Section 161.053(5)(b) or 161.052(2)(b), F.S., and the distance perpendicular [the "Distance Perpendicular"] from the CCCL or 50-foot setback to the seaward corners of the foundations of any major structures . . . . Fla. Admin. Code R. 62B-33.008(4)(f). The application contained the dimensions and locations of the two (2) duplexes located on the Pope property, that is, the adjacent area to the north of the Ray property. With regard to the adjacent area to the south of the Ray property, the application contained the seaward dimensions and locations of the major structure that makes up the Discovery Beach Resort structure. The topographic survey drawing did not contain the dimensions of the complete footprint of the Discovery Beach Resort. Nor did it contain the distance perpendicular from the CCCL or 50-foot setback to the seaward corners of the foundations of all major structures depicted. Mr. McNeal noticed that required elements were missing from the application. When he made the permitting decision, he waived them pursuant to a delegation of authority from the Office of Beaches and Coastal Systems. Delegations of Authority Office of Beaches and Coastal Systems The Director of the Office of Beaches and Coastal Systems has delegated certain authority to subordinates in the Office of Beaches and Coastal Systems with respect to the CCCL permitting program. The delegations, as reflected in a document entitled "Delegations of Authority, OFFICE OF BEACHES AND COASTAL SYSTEMS" (Pope Ex. 1), is to "the Director of Office of Beaches and Coastal Systems, or his/her designee." Id., 3.a. As the administrator of the CCCL program within the Bureau of Beaches and Wetlands Resources, Mr. McNeal has been delegated authority under Delegation "OBCS-9" (id., p. 14 of 24), to "[t]ake final agency action on permit applications . . . pursuant to Sections . . . 161.053 . . ., Florida Statutes, and Rule 62B-33, F.A.C., [subject to exceptions immaterial to this proceeding.]" Id. The authority so delegated is not without limitation. Among limitations enumerated and express in the Delegations of Authority document is that "[t]the exercise of any delegated authority shall conform with all statutes and rules applicable to the DEP." Id., 3.a. Waivers Pursuant to Delegated Authority Pursuant to the authority over final agency action on CCCL permit applications, Mr. McNeal, as the head of the CCCL Program in the Office of Beaches and Shores, waived the depiction of the location of the vegetation line on the topographic survey drawing, the full dimensions of the Discovery Resort in the adjacent area to the south of the Ray property and the notation of the Distances Perpendicular. He did so because the information contained on the topographic survey drawing was sufficient, in his view, to allow the Department to perform the calculations and analyses as part of the application process that would be served by a review of the topographic survey drawing. An example has been alluded to in this order. Based on years of collective experience, Mr. McNeal and Mr. Tammisetti concluded it was reasonable to assume the vegetation line would be very near the toe of the slope line in relation to the dune bank. Their assumptions were proved correct at hearing. The dimensions and locations of the major structures located immediately north and south of the proposed project (the Pope duplexes and the Discovery Resort structure) and the Distances Perpendicular were required to be included on the topographic survey drawing, but they were not intended by the Rays to establish a Construction Line. Establishment of any such line is governed by Section 161.053(5)(b), Florida Statutes: If in the immediate contiguous or adjacent area a number of existing structures have established a reasonably continuous and uniform construction line closer to the line of mean high water than the foregoing [the CCCL], and if the existing structures have not been unduly affected by erosion, a proposed structure may, at the discretion of the department, be permitted along such line on written authorization from the department, if such structure is also approved by the department [and other conditions are met]. A Construction Line The Rays contend in their application and DEP agrees that the Four Structures establish a Construction Line. Once such a line is established provided the structures are not duly affected by erosion, the Department is conferred with the discretion to permit a proposed structure along the line seaward of the CCCL under certain circumstances. See § 161.053(5)(b), Fla. Stat. Among those circumstances, the permit "shall not contravene setback requirements or zoning or building codes established by a county or municipality which are equal to, or more strict than, those requirements provided [by statute.]" § 161.053(5)(b), Fla. Stat. Furthermore, by rule of the Department, written evidence from local government must be provided that the location of the proposed structure along a Construction Line seaward of the CCCL is consistent with the Local Comprehensive Plan. See Fla. Admin. Code R. 62b-33. Written evidence that Brevard County regards the Rays' proposed site to be consistent with Local Comprehensive Plan and not contrary to local setback requirements or zoning codes was provided by Brevard County to the Department. Establishment of a Construction Line Whether a Construction Line can be established for a proposed project is unique to the project and its coastal location. To establish such a line, the Office of Beaches and Coastal Systems may rely exclusively on information provided by the applicant for a permit to construct along such a line. The Office may also refer to its own database of aerial photographs (as it did in this case) and other data with regard to the State's coastal systems. The Construction Line running across the Ray property accepted by DEP is nearly identical to the 1981 CCCL. In contesting the establishment of the Construction Line, Mrs. Pope makes a number of points, several of which are worthy of discussion. For one, in 1993, the Department considered an administrative challenge brought by Mrs. Pope to the CCCL permit for the construction of the Days Inn Tower (now Best Western) hotel (one of the structures used by the Rays to establish a Line of Continuous Construction). See, OR-1, Pope v. Department of Environmental Protection et al., Agency Final Order dated May 9, 1994, DOAH Case No. 93-4560 (the "1993 Pope Case.) The Pope duplex had been found to be three or four blocks north of the property for which the permit was sought. If her property had been found immediately adjacent to the Days Inn Tower property, Mrs. Pope would have been accorded standing to contest issuance of the permit to the Days Inn Tower applicant. The hearing officer had recommended that Mrs. Pope not be accorded standing under the rule because her duplex property was not "immediately adjacent" to the Days Inn Tower parcel. Since Mrs. Pope's parcel was separated by at least what has been identified in this proceeding as the Ray property and the property of the Discovery Resort, she did not qualify for standing under the DEP Rule. Nevertheless, Mrs. Pope was afforded the opportunity to acquire standing by proving that her substantial interests would be affected by issuance of the permit. The hearing officer concluded that her attempt in this regard failed.7 The Department accepted the hearing officer's recommendation that Mrs. Pope be determined to have no standing, in part because her property was not "immediately adjacent" to the Days Inn Tower property. Mrs. Pope also asserts that the Four Structures along the 1981 CCCL do not establish a Construction Line on the basis of the testimony of her witness, Dr. Harris. Dr. Harris opined that the structures to be used to establish the Line of Continuous Construction, if one exists, are not the four used by DEP that are in the area of the Ray property but the structures on the two pieces of property closer to the Ray property, that is, immediately adjacent: the Pope property to the north and the Discovery Resort property to the south. The easternmost point of the structure on the Pope property is approximately 50 feet landward of the 1981 CCCL and extends approximately 100 feet seaward of the Control Line. The structure on the Discovery Resort property to the south is along the Control Line. See Respondents' 7. The line that Dr. Harris would establish does not run parallel to the shore line, the 30-year erosion line, the 1981 CCCL or the Control Line. It would run at an angle of approximately 15 degrees from the easternmost point of the Pope duplexes (the "point of beginning") about 425 feet to the easternmost point of the Discovery Resort structure. The point on the Discovery Resort structure (at the end of the line) is approximately 100 feet seaward of the point of beginning. If these structures are to be considered in the determination of whether a Construction Line exists as Mrs. Pope argues, then continuing the line to include the Four Structures would yield broken lines rather than a reasonably "uniform" and "continuous" line. The Department did not consider the structures in the property immediately adjacent to the Ray property to break the line it determined is established by the Four Structures. It ignored other structures as well between the northernmost and the southernmost of the four structures. Mrs. Pope, therefore, describes the Construction Line established by the Department as "imaginary" and without a factual basis. This point is one of opinion. The Construction Line is neither imaginary nor without a factual basis. It has a factual basis in precisely the data used by DEP: the aerial photograph that shows four major structures between Monuments R013 and R017, Respondents' 7, along the 1981 CCCL. The disregard for the Pope duplexes and the Discovery Resort structure as well as other structures in the areas north and south of the Ray property is a matter that falls within professional opinion and Department expertise. The establishment of the Construction Line is justified by the data DEP examined: Respondents' 7 (on which the Four Structures were identified and circled by Mr. Tammisetti at hearing.) The greater weight of the evidence is that DEP's determination of the establishment of the Construction Line should not be disturbed. It is, moreover, not surprising that such a line exists. One would expect that structures built after 1981 but before 1986 would be located along the 1981 CCCL and that structures that followed (such as the Discovery Resort structure) would be built along that Construction Line. Post-establishment of a Construction Line Establishment of a Construction Line does not entitle an applicant to a permit to build along that Construction Line. After a Construction Line is accepted by DEP as established, an applicant must satisfy three remaining sets of conditions expressed in Section 161.053(5)(b), Florida Statutes. Section 161.053(5)(b), Florida Statutes A discretionary exercise Once a Construction Line is established, an application for a permit to allow a proposed structure is subject to the discretion of the Department: "a proposed structure may, at the discretion of the department, be permitted along such line on the written authorization of the department, if such structure is also approved by the department." ii. Local Requirements The Department has no such discretion, however, if the construction or activity would "contravene setback requirements or zoning or building codes established by a county or municipality which are equal to, or more strict than . . . requirements [in chapter 161]." Id. To this list, the Department, by rule, has added consistency with state-approved Local Comprehensive Plans. See Fla. Admin. Code R. 62B- 33.008(4)(d). Before exercise of department discretion and inquiry into compliance with local requirements, there is a more fundamental condition that must be demonstrated by the applicant: the existing structures that establish the Construction Line must not have been unduly affected by erosion: If in the immediate contiguous or adjacent area a number of existing structures have established a [Construction Line], and if the existing structures have not been unduly affected by erosion, a proposed structure may, at the discretion of the department, be permitted along such line . . . [h]owever, the department shall not contravene [local requirements] . . . equal to, or more strict than, those requirements herein. § 161.053(5)(b), Fla. Stat. Unduly Affected by Erosion The parties differ in their view of the testimony and evidence introduced at hearing with regard to whether structures that establish the Construction Line "have not been unduly affected by erosion." Id. Neither DEP employees nor the Rays' witnesses visited the shoreline between R0-13 and R-017 to evaluate the four structures that establish the Construction Line and the effects of erosion, if any.8 Mrs. Pope asserts in her Proposed Recommended Order, "[n]o evidence or testimony was offered as to whether the structures considered by DEP were affected by erosion." Petitioners' Proposed Recommended Order, p. 24. In contrast, Respondents cite to the testimony of Mr. Boehning and Respondent's 7 with the assertion, "[t]he existing structures, which form the line of continuous construction, have not been unduly affected by erosion." Respondents' 7 supports the claim of Respondents. It reveals a distance perpendicular from the Construction Line to the dark, wet sand along the shore to be approximately 275 feet. This distance encompasses white sandy beach that is approximately 175 feet and a vegetated area that is approximately 100 feet. The finding that the structures that establish the Construction Line are not unduly affected by erosion does not mean that there are not erosion problems in the area. In fact, as found earlier in this order, the beach depicted on Respondents' 7 is "critically eroding." The stretch of beach depicted in the aerial photograph that is Respondents' 7 has undergone considerable fluctuation since 1963 through erosion and beach nourishment. From 1972 to 2002, for example, the location of the mean high water line at R-015, the monument closest to the Pope and Ray properties, has varied by 206 feet from a low in September of 1972 to a high of 369.3 feet in April of 2001. Dr. Harris wrote this in a report introduced into evidence: The beach profile data show that at R-15 the beach and dune are subject to erosion. From 1972 to 2002 the variation in the MHW shoreline position was 206 feet. Beach nourishment and inlet sand by-passing operations were performed between some of the time periods, and are largely responsible for the periodic beach and dune widening. Even with the beach nourishment project, dune erosion continues to be a problem, and although the recent beach nourishment project greatly widened the beach, the position of the dune remained the same. The FDEP design wave height elevation for a 100-year storm is 14.2 feet NGVD for R-15, which is higher than the existing dune elevation. This means that the upland properties would experience storm surge, flooding and wave action during a 100-year storm. Pope 16. Projects of beach nourishment (placement of sand through human activity) were performed in 1972, 1986 and 2001. The need for beach nourishment and re-nourishment reinforces the status of the beach near R-015 as "critically eroding" and underscores the importance of protecting as much of the dune system as possible. That the beach is critically eroding is not inconsistent with a finding that the structures that establish the Construction Line are not unduly affected by erosion. Whether or not due to the 1986 and 2001 nourishment projects, the evidence of record is that, despite the status of the beach as critically eroding, the structures that establish the Construction Line are not unduly affected by erosion. Not Contrary to Local Requirements On December 30, 2002, a site-plan approval was issued by Brevard County with regard to "RAY CONDOS aka MICHELINA CONDOMINIUM" with a site address of "420 Harding Avenue, Cocoa Beach, FL 32931." Respondents' 1, Vol. 1, Tab 12, second page. Signed by the designee of the Director, Permitting and Enforcement, the development order is entitled, "BREVARD COUNTY LAND DEVELOPMENT SITE-PLAN APPROVAL" and contains the following: The site plan to which this approval is attached has been reviewed by affected County divisions, departments and agencies and has been determined to comply in general with the Brevard County Code of Ordinances and Comprehensive Plan Elements. * * * It is the responsibility of the Owner/Engineer of Record to contact Office of Natural Resources for a Land Clearing/landscaping Permit Two (2) sets of As-Built drawings must be provided to Land Development prior to the Issuance of a C.O. Id. The development order concludes with a statement related to the vested right of the Rays to develop in accord with the site plan: If a Certificate of Occupancy has not been issued for the principal structure by Dec. 30, 2005 the three (3) year vesting period, beginning with the date of site development plan approval, expires and said site plan shall become Null and Void. Only those phases of the development that have an active and valid building permit may be completed after the three-(3) year time period. Id. The reference in the site-plan approval to the "Brevard County Code of Ordinances" does not include building codes. The reference covers local setback requirements and zoning codes. Mrs. Pope appealed the issuance of the site-plan approval to the Brevard County Board of County Commissioners (the "Board"). Her appeal was heard over three meetings of the Board on May 6, 2003, June 8, 2003, and August 12, 2003. At the conclusion of the August 12, 2003, proceedings on the appeal, the Board voted unanimously to accept the staff recommendation to deny the appeal. An unnumbered resolution of the Board "DENYING THE APPEAL OF JAMES AND CAROLE POPE . . . PERTAINING TO THE MICHELINA CONDOMINIUM SITE PLAN" was produced by Mrs. Pope at the hearing together with the following statement of a Deputy Clerk for the Board: This is to advise that the Office of the Clerk to the Board of County Commissioners does not have any correspondence indicating a copy of the Findings of Fact on Michelina Condominium was forwarded to Mr. or Mrs. Pope. Pope 7. The resolution is signed by the Chairperson of the Board. Immediately below the signature block there appears the following: "(As approved by the Board on August 12, 2003)." Pope 8. The document is not stamped received by the Clerk of the Board or the County Clerk's Office, nor is there other clear indicia that the order has been rendered through a filing with the Clerk's office. On its face, however, appears an undated attestation of a deputy clerk under a seal of Brevard County that appears to attest to the Chairperson's signature. As of the dates of the final hearing in this proceeding, Mrs. Pope had not sought judicial review of the decision of the Board. At hearing, on the strength of the signed resolution denying Mrs. Pope's appeal of the site-plan approval and the site-plan approval, itself, and the apparent finality of the approval, Mrs. Pope was ruled estopped from presenting evidence that the Permit contravened local setback or zoning requirements or was inconsistent with the Local Comprehensive Plan. The establishment of a Construction Line, that the structures establishing the line are not unduly affected by erosion, and the collateral estoppel of Mrs. Pope's claim that construction or activity seaward of the Control Line along the Construction Line is contrary to local requirements, clears the way for the exercise of Department discretion as to whether to issue the permit. Department Discretion The Department's exercise of discretion must, of course, take into consideration the beach and dune system within the fixed coastal cell in which Ray property and the Pope property are located. No other conclusion could be gathered from the statements of legislative intent and the statutory scheme. Lest there be any misunderstanding, the Department has codified its policy statement on such matters: (1) The beach and dune system is an integral part of the coastal system and represents one of the most valuable natural resources in Florida, providing protection to adjacent upland properties, recreational areas, and habitat for wildlife. A coastal construction control line (CCCL) is intended to define that portion of the beach and dune system which is subject to severe fluctuations caused by a 100-year storm surge, storm waves, or other forces such as wind, wave, or water level changes. These fluctuations are a necessary part of the natural functioning of the coastal system and are essential to post-storm recovery, long term stability, and the preservation of the beach and dune system. However, imprudent human activities can adversely interfere with these natural processes and alter the integrity and functioning of the beach and dune system. The control line and 50-foot setback call attention to the special hazards and impacts associated with the use of such property, but do not preclude all development or alteration of coastal property seaward of such line; Fla. Admin. Code R. 62B-33.005, Department Policy Statement on Permits. The exercise of this discretion is guided by criteria under rule. Among those criteria are those found in 62B- 33.005(4)(g): The construction will not cause a significant adverse impact to marine turtles, immediately adjacent properties, or the coastal system unless otherwise specifically authorized in this rule chapter. Chapter 62B-33, Florida Administrative Code, defines the term "Impacts" to include separate definitions for the terms "Adverse Impacts," "Significant Adverse Impacts," "Minor Impacts," and "Other Impacts": "Impacts" are those effects, whether direct or indirect, short or long term, which are expected to occur as a result of construction and are defined as follows: "Adverse Impacts" are impacts to the coastal system that may cause a measurable interference with the natural functioning of the system. "Significant Adverse Impacts" are impacts of such magnitude that they may: Alter the coastal system by: Measurably affecting the existing shoreline change rate; Significantly interfering with its ability to recover from a coastal storm; Disturbing topography or vegetation such that the system becomes unstable or suffers catastrophic failure; . . . * * * (d) "Other Impacts" are impacts associated with construction which may result in damage to existing structures or property or interference with lateral beach access. Fla. Admin. Code R. 62B-33.002(30). Minimization of Impacts and No Significant Adverse Impacts The site selected on the Ray property for the proposed project poses impacts to Mrs. Pope's duplexes during a storm event such as a 100-year storm. Because of the shore- parallel dimension of the proposed structure (84 feet), storm- generated waves and storm surge would be concentrated into the relatively narrow gap between the proposed structure and the duplexes. The resulting hydrodynamic load would cause scouring of the foundations of the duplexes. The proposed project has "frangible" or "breakaway" ground level walls. They would pose the potential for generating waterborne missiles that, hydro-dynamically propelled, would damage the duplexes. The proposed project was designed in accordance with the American Society of Civil Engineers 7 Code ("ASCE-7") and most pertinently (since referenced in the Construction Line Statute), the Florida Building Code. But the Building Code does not take into consideration a proposed structure's design or proposed site on an adjacent property or the adjacent property's structures. The proposed project, moreover, is not designed and sited to mitigate aerodynamic loading on Mrs. Pope's duplexes. During high-wind conditions, there will be a number of wind effects on the duplexes caused by the proximity of the proposed project: gust loading, high turbulence shedding, and vortex shedding among others that can be reasonably expected to cause structural impacts to the duplexes such as suction loads on roofs and eaves, flying debris and window breakage. The proximity of the proposed structure to the Pope property will have a shading effect that will cause adverse impacts on the growth of native coastal vegetation on the Pope property. As a result, there will be a reduction in the interception of wind-driven sand by the vegetation that enables it to develop healthy, deep root systems that add to dune stability.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that: an impacts assessment be conducted as required by Florida Administrative Code Rule 33.005(3)(a); that the proposed project be re-sited to mitigate the impacts that its siting now poses to the Pope Property and the Popes' duplexes; that the proposed project be permitted to be constructed up to the Construction Line, provided that the permit is supported by both the impacts assessment and a re- siting of the proposed project to mitigate wind, water and shading impacts; and if the proposed project is not supported by an adequate impacts assessment, or if it cannot be re-sited to mitigate the impacts to the Pope Property, that the permit be denied. DONE AND ENTERED this 2nd day of March, 2004, in Tallahassee, Leon County, Florida. S DAVID M. MALONEY Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 2nd day of March, 2004.
The Issue The issue for determination is whether Petitioners are eligible for a permit, pursuant to Section 161.053, Florida Statutes, for construction seaward of the Coastal Construction Control Line in Broward County, Florida.
Findings Of Fact On November 30, 1993, Vander Ploeg and Associates, Inc., on behalf of Paul Leto, Richard Meyer, and Berta Anderes (Petitioners) submitted an application to the Florida Department of Environmental Protection (Respondent) for a permit to perform construction on their property seaward of the Broward County Coastal Construction Control Line. Respondent deemed their application complete on April 18, 1994. Petitioners proposed construction will be seaward of the Coastal Construction Control Line. The proposed construction will occur on two adjacent lots in Broward County. Petitioner Leto is the owner of one of the lots described as Lot 19, Block 196, Hollywood Central Beach, Plat Book 4, Page 20, Public Records of Broward County. Petitioners Meyer and Anderes are the owners of the other lot described as Lot 20, Block 196, Hollywood Central Beach, Plat Book 4, Page 20, Public Records of Broward County. Petitioner Leto purchased his lot in September 1992 and Petitioners Meyer and Anderes purchased their lot in March 1993. The lots were platted in or around the 1920's. Both lots are seaward of the seasonal high water line, on a sandy beach with no frontal dune structure. They are bordered by the Atlantic Ocean on the eastern most side and by a roadway (Surf Road) which is immediately adjacent to the lots on the western most side and landward of the lots. Approximately 200 feet north of the lots is an existing structure and approximately 800 feet south of this first existing structure is another existing structure. Petitioners topographical survey, which was submitted to Respondent in December 1993, showed that Lots 19 and 20, each measured 40 feet in a shore parallel direction and 80 feet in a shore normal direction, i.e., perpendicular to the shoreline. The proposed structure will be located directly on the sandy beach. The City of Hollywood, Florida has granted Petitioners a variance. Further, the proposed construction complies with the rules, zoning regulations, and ordinances of the City of Hollywood. Petitioners' application requests a permit for the construction of a single-family residence on the lots, which will house two families. However, the proposed construction is for a duplex, not a single-family residence. Petitioners are willing, and agreeable, to changing the design of the proposed structure to comply with Respondent's specifications for a single- family residence. Additionally, the proposed construction includes a riprap which will also be located on the sandy beach. A riprap is typically used for protective armoring. No structure presently exists for the riprap to protect. Furthermore, the riprap proposed by Petitioners is not adequately designed as a coastal protection structure, and if the proposed single-family residence is modified in accordance with Respondent's specifications, the proposed modified single-family residence would not be eligible for coastal armoring. The riprap structure is not an integral part of the structural design. Petitioners are willing, and agreeable, to eliminating the riprap structure. No other issues exist as to the structural integrity of the design of the proposed project. The lots on which the proposed structure will be located are a part of the beach-dune system. The natural function of the beach provides protection to upland property. The lots on which the proposed structure will be located are subject to normal storm-induced erosion. Tide and wave forces will impact the proposed structure during storms of minor intensity, including five-year storms. The proposed structure will induce greater erosion on the lots as a result of scour due to the interaction of the storm waves and currents with the proposed structure. During the storm, the normal storm-induced erosion combined with the scour erosion will form a breach or depression in the subject property. In turn, the upland property will be exposed to greater tide and wave forces, increasing the risk of erosion and damage to the upland property. The subject lots and surrounding properties have been subjected to unnatural forces which have added to the erosion. The Port Everglades inlet has inhibited the natural downdrift of sand. The City of Hollywood's beach maintenance division has been regularly pushing sand seaward and in the process, breaking down natural forming cliffs. Even though these unnatural forces are capable of being eliminated, the normal storm-induced erosion and the scour erosion would still exists. The existing developed structures to the north and south of the subject lots appear to create a reasonably uniform line of construction. However, the developed structures have been unduly affected by erosion. The proposed structure will be located within this line of construction. During a major storm along the shoreline, waves remove sand from the beach and dune area and deposit the sand in an offshore bar. After the major storm, a recovery of the beach and dunes takes place. Normal wave activity carries the sand from the offshore bar back to the beach, and the sand is then carried landward by winds and is caught and trapped by dune vegetation; thereby reforming a dune. Constructing the structure as proposed will not locate the structure a sufficient distance landward of the beach-dune system. As a result, the proposed structure will interrupt natural fluctuation in the shoreline and not preserve the natural recovery following the storm-induced erosion. The cumulative impact on the beach-dune system by the proposed structure would be severe, i.e., the effects on the beach-dune system by repeating this same proposed structure along the subject shoreline would be severe. There would be structure-induced scour and general degradation of the beach-dune system. Additionally, the recovery potential of the subject area following a major storm event would be threatened. Over the years, the beach of the subject property has been subjected to a re-nourishment project consisting of pumping sand from offshore. This method of re-nourishment may have negatively impacted the sand bar system immediately offshore affecting the hindrance of erosion. A sand bar system immediately offshore softens wave action on the shore and aids in inhibiting erosion. The proposed structure will hinder lateral public beach access. Currently, lateral beach access exists along the beach between the existing northern developed property and the existing southern developed property. The proposed structure will be located on the sandy beach, and the seaward face of the proposed structure will be within approximately one foot of the wet sand beach. At times, the proposed structure will be surrounded by water on at least three sides. No alternative beach access would be available. The proposed riprap will also be located on the sandy beach and will further hinder lateral public beach access. 2/ Loggerhead turtles, which are nesting marine turtles, engage in nesting activities along the stretch of beach where the subject property is located. They are a threatened species, i. e., close to extension. Although they do not nest every year, the turtles usually provide several nests in a single year. Typically, one hundred eggs comprise a turtle nest. In 1992, approximately 2,221 loggerhead turtle nests were in Broward County, with 22 of these nests located within 1,000 feet of the subject property. Turtle nesting efforts have been observed in the beach area of the subject property. One nest was found within the subject property. Structures located on the sandy beach interfere with marine turtle nesting habits. If female turtles make contact with the structures, they often abort nesting attempts, which results in false crawls. Repetitive false crawls harms successful nesting, which may cause malformed egg chambers, impacting the successful incubation of the nest. Also, interaction with a structure can cause injury or death to a female turtle attempting to nest. Additionally, urbanization activity and lighting on the beach deter nesting. A loss of marine turtle nesting habitat will result if the proposed structure is constructed. Also, armoring, such as the proposed riprap, can result in nests being placed more seaward. 3/ Consequently, the nests would be threatened with tidal inundation, which would affect the mortality of the nest itself. As one nest has been located within the subject property, at least one nest or crawl per year would be affected by the proposed structure. Within 30 years, the proposed structure will be seaward of the seasonal high water line. The location of the proposed structure is seaward of the 30-year erosion projection for the subject property. Beach Defense Fund, Inc. (Intervenor) presented no evidence to show that its interest is different than the public at large and that it has substantial interest separate and apart from the public.
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 denying the application of Paul Leto, Richard Meyer, and Berta Anderes for a permit, pursuant to Section 161.053, Florida Statutes, for construction seaward of the Coastal Construction Control Line in Broward County, Florida. DONE AND ENTERED this 31st day of May, 1996, in Tallahassee, Leon County, Florida. ERROL H. POWELL, 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 31st day of May, 1996.
The Issue Whether Petitioners' application for a permit to construct a dwelling in Walton County, Florida, should be approved, pursuant to Chapter 161, Florida Statutes. In January of 1984, Respondent Department of Natural Resources provisionally denied Petitioners' application for a permit pursuant to Chapter 161, Florida Statutes, to construct a dwelling on their property in Walton County seaward of the existing coastal construction control line. Petitioners requested a hearing pursuant to Section 120.57(1), alleging that the denial of their application was unlawful on constitutional grounds and that it exceeded Respondent's discretionary powers under Chapter 161. The request for hearing was referred by Respondent to the Division of Administrative Hearings, Case No. 84-0508. Thereafter, Respondent's motion to strike those aspects of the petition alleging the unconstitutionality of the proposed denial was denied on the basis that Petitioners properly may preserve such matters for any appellate review. Thereafter, Petitioners sought to amend their petition to allege the invalidity of certain of Respondent's rules and, although such petition was granted, Petitioners were informed that any administrative determination of the invalidity of rules must be made the subject of a separate petition filed with the Director of the Division of Administrative Hearings. On June 11, 1984, Petitioners filed a petition with the Division challenging the validity of certain of Respondent's rules which were cited by Respondent as the basis for the proposed denial of Petitioners' application for a permit. The petition alleged that said rules were not appropriate to the ends specified in Section 161.053, Florida Statutes, that the effect of the rules was to establish a class of property owners who could be excluded from receiving permits to construct dwellings seaward of the coastal construction control line merely because their lots or parcels of land are larger than their neighbors or other adjacent owners, and that such rules are arbitrary and capricious as they relate to the petitioners because other property owners in Walton County had been permitted by Respondent to construct dwellings similar to hat proposed by the Petitioners beyond the coastal construction control line. DOAH Case No. 84-0508 and the case involving the rule challenge, DOAH Case No. 84-2053R, were consolidated for purposes of hearing. At the hearing, Petitioners presented the testimony of Brett Moore, a coastal engineer employed by the DNR Division of Beaches and Shores, Dennis Evans, an architect, and Petitioner Edward S. Coley. Petitioner submitted ten exhibits in evidence Respondent presented the testimony of Brett Moore, Deborah Flack, Director of the Division of Beaches and Shores, and Ralph Clark, Chief of the Bureau of Coastal Engineering and Regulation. Respondent submitted 21 exhibits in evidence. Posthearing submissions submitted by the parties in the form of Proposed Recommended Orders have been fully considered and those portions thereof not adopted herein are considered to be either unnecessary, irrelevant, or unsupported in law or fact.
Findings Of Fact In 1981 Petitioners Edward S. Coley and his wife, Juanita P. Coley, purchased lot 8, block A, Camp Creek Lake Subdivision, in Walton County, Florida. The lot is located on the beach at the Gulf of Mexico in a platted subdivision. Petitioners purchased the property for the purpose of building a beach house that would eventually be a retirement home. (Testimony of E. Coley, Petitioners' Exhibit 1, Respondent's Exhibit 1). At the time Petitioners purchased the lot, there were a number of existing dwellings to the east of the lot and several to the west. The habitable portions of these dwellings for the most part were located at or near the existing coastal construction setback line that had been established by Respondent in 1975 to provide protection to the dune area of the beach. Although Petitioners planned to locate their two-story dwelling approximately on the then-existing setback line, they had not done so at the time a new coastal construction control line was established in December 1982, which resulted in moving the setback line further landward for a distance of some sixty two feet. The county coastal construction control lines are established under the authority of Section 161.053, Florida Statutes, and are intended to define the portion of the beach-dune system which is subject to severe fluctuations based on a 100-year storm surge. Construction seaward of the line is prohibited unless a permit is obtained from Respondent. (Testimony of E. Coley, Moore, Clark, Petitioners' Exhibit 1, 5, Respondent's Exhibit 1, 20). On September 19, 1983, Petitioners filed an application with Respondent to construct a 2000 square foot two-story house on their lot. The dwelling was designed to have upper and lower decks facing the Gulf, with a dune walkover structure seaward, and a three-car garage attached to the main house by a breezeway. As planned, the seaward extent of the habitable portion of the house would be located some eight feet landward of the old setback line and approximately 62 feet seaward of the existing construction control line. After processing the application, Respondent's Chief of the Bureau of Coastal Engineering and Regulation advised Petitioners by letter dated January 5, 1984, that a staff recommendation to deny the application would be presented to the head of the Department, consisting of the Governor and Cabinet, on January 17, 1984, and advising Petitioners of their rights to a Chapter 120 hearing. By letter of January 11, 1984, Petitioners did request a hearing pursuant to Section 120.57, F.S., and, on January 17, Mr. Coley appeared before the Governor and Cabinet to support approval of his application. On March 20, 1984, the Governor and Cabinet approved the minutes of its January 17th meeting wherein the apparent basis for the proposed denial of Petitioners' application was stated as follows: The staff is concerned that the applicant is not effectively utilizing the property landward of the control line and that the proposed encroachment is unnecessary and not justified. Prior to the preparation of the structural plans, the staff recommended a 25 foot landward relocation of the structure in order to more effectively utilize the property landward of the control line and provide an effective, protective setback from the active dune area. Presently, there exists approximately 85 feet between the landwardmost portion of the proposed garage structure and the landward property line. The recommended 25 foot landward location represents a compromise that acknowledges the line of existing construction in the immediate area. . . . * * * Dr. Gissendanner stated that this was the first building permitted in this area. All the other buildings there had been built before a permit was required. Now it was necessary to take into consideration the new coastal construction line and the accumulative effect which the new law imposed. The problem was that the Department did not want to start a precedent to allow the house to be built out there and have other people come in and want to build along the same line. By letter of September 29, 1983, Respondent had advised Petitioners that any structure of the size proposed by Petitioners located within the dune region would adversely impact and limit the extent of dune recovery following severe erosion associated with a major storm event. The letter proposed a compromise in location of Petitioners' dwelling to a point approximately 25 feet landward of the desired location, thus placing the seawardmost portion of the habitable structure approximately 35 feet seaward of the construction control line. This was stated to be a viable compromise since there existed sufficient room to locate the entire structure, including garage, landward of the control line. Petitioners however declined to accept such a compromise in the belief that to do so would eliminate any view of the Gulf over the dune line except from the upstairs deck of the proposed structure. (Testimony of E. Coley, Moore, Clark, Petitioners' Exhibits 1-2, 9, Respondent's Exhibits 1-8, 13-16). The height of the dune line on Petitioners' lot is approximately 27 feet high, which is the same elevation as the first floor of the proposed dwelling at the desired site. The proposed second floor would be 9 feet above the crest of the dune. However, if placement of the structure was moved landward 25 feet, it would be impossible to see over the dune area from the ground floor of the house. Additionally, the view of the beach area would be obstructed by the homes to the east and west of Petitioners' lot. The proposed dwelling is designed for the maximum allowable height of 30 feet. Under dead covenants and restrictions, a variance would have to be obtained to build a taller structure. The value of Petitioners' property would undoubtedly be diminished to come extent if the house was built substantially behind the adjacent dwellings because of the restricted view of the beach and water area. (Testimony of E. Coley, Evans, Petitioners' Exhibits 1, 8). Although there would be no adverse impact on adjacent properties if Petitioners were permitted to build in the desired location, such proposed siting could have an adverse impact on the dune system as a result of a major storm event since the dwelling would be located on the seaward edge of existing vegetation at the landward toe of the dune. If the location were to be moved 25 feet further landward, there would be additional vegetation to facilitate recovery of the system after such a storm. Respondent's Chief of the Bureau of Coastal Engineering and Regulation also believes that the existing structures in that area would be demolished as a result of a major storm, but Petitioners' house, which is designed to withstand a 100-year storm event, would remain, thus impeding full recovery of the dune system. (Testimony of Moore, Flack, Clark, Respondent's Exhibits 9-12, 19, 21). Respondent has permitted several structures in the past which were located seaward of the coastal construction control line, but these were approved because the impact on the dune system was minimized in those locations, and also because the applicants had utilized all of the upland property possible on their lots. (Testimony of E. Coley, Moore, Clark, Petitioners' Exhibits 3-4, 6-7, 9-10). Although conflicting evidence was received as to whether or not the existing structures east of petitioners' lot constitute a "reasonably continuous and uniform construction line," it is found that although minor variations exist in the location of individual dwellings, they do meet the quoted statutory standard set forth in Section 161.053(4)(b), Florida Statutes. The existing structures have not been affected by erosion. (Testimony of E. Coley, Evans, Moore, Flack, Clark, Petitioners' Exhibit 1). Petitioners' structural design meets Respondent's technical requirements subject to standard conditions of the Department. (Testimony of Moore, Evans, Flack, Petitioners' Exhibit 2). The Departmental rules cited by Respondent as the authority for the proposed denial of Petitioners' application are Rules 16B-33.05(1), (2), (6), 33.06(2), and 33.07(2), Florida Administrative Code. (Petitioners' Exhibit 4).
Findings Of Fact On April 23, 1980, the county applied to DER for a permit to place approximately 334,000 cubic yards of sand along the southern 2.4 miles of the eastern shoreline of Key Biscayne to create an additional recreational beach for public use and to control beach erosion. The northern limit of the Project area is the southern boundary of Crandon park, the southern limit is the Cape Florida Lighthouse, and the seaward limit is the "design toe of fill", which results in establishing a new mean highwater line at approximately the 1913 shoreline. No fill will be placed along a 1600-foot area along the shore between 1500-feet and 3100-feet north of the lighthouse, where accretion has occurred since 1913. The re-nourished beach is proposed to average approximately 100 feet in width. On October 15, 1980, DER issued a letter of Intent to deny the requested permit. There are approximately 45 acres of sea grass within the Project Area which are proposed to be covered with sand as a result of the project. Sea grass is a major marine resource in Florida, and the anticipated loss of these 45 acres is one of the primary reason DER proposed to deny the permit application. Transects made by the County in December of 1977, and March of 1978, showed that the sea grass in the Project Area varies in density from "sparse" in approximately half of the Project Area to "dense" in approximately ten percent of the Project Area, with the remainder being considered being "medium" in density. Approximately 25 percent of the area to be filled is barren bottom. Sea grasses serve several important functions in the marine ecosystem. They are a vital and productive link in the marine food chain. By cycling energy from the sun into digestible plant material, sea grasses provide food for various organisms which, in turn, are eaten by other organisms in the food chain. Sea grasses assist in maintaining good water quality by causing a baffling effect which improves clarity, and by assimilating the potentially harmful nutrients from the water column. Sea grass roots bind sediments on the sea bottoms, thereby detering erosion. Additionally, sea grass beds function as prime nursery habitat for juvenile fish and other young marine animals as well as spawning grounds for various marine species. Sea grass beds further provide areas for concealment protection and feeding for all types of marine-creatures. Two types of marine sea grasses predominate in the area off Key Biscayne: Syringodium filiforme, or "manatee grass", and Thalassia testudinum, or "turtle grass". The sea grass beds proposed to be filled by this project are dominated by Syringodium filiforme, a long, slender grass which, when compared to turtle grass, offers less refuge to smaller marine animals because its leaves are slender and round and it does not occur in dense groups. In addition, Syringodium filiforme is not as good a soil stabilizer as turtle grass, due primarily to its root structure. It also offers comparatively less surface area for the attachment of epiphytes and algae. A significant portion of the sea grasses in the northern part of the Project Area are ephemeral: that is, they have grown in since 1967, and could very likely be destroyed during a major storm event. It is unlikely that they will be in place for sufficient periods of time to become a major influence on the grain size of the sand in the area, nor will they have a major influence on the long-term sediment dynamics of the area. The 45 acres of sea grass in the Project Area constitute only about two percent of the approximately 2,000 areas of sea grass habitat located immediately to the east of the Project Area. In addition, there are approximately 150,000 acres of sea grass beds lying within that portion of Biscayne Bay in Dade County, Florida. There is an almost solid belt of turtle grass beginning on the offshore or ocean-side of Key Biscayne extending southward of Key West out to the Merquesas Islands and, with a slight break, to the Dry Tortugas. Unlike Syringodium filiforme, turtle grass serves as a true nursery ground for marine organisms in their early life stages. The portion of the sea grass community proposed to be filled in the Project Area is not a good nursery ground, primarily because of the small amount of turtle grass present. The turtle grass beds present in the Project Area do not constitute a mature stable community comparable to those located slightly farther offshore Key Biscayne. These better turtle grass beds have longer blades that do not show wear from wave action and are covered with epiphytes and other marine organisms. Further, unlike the turtle grass in the Project Area, these beds are dense, with little open space between them, and have little or no other plants growing with them. The sea grass beds in the Project Area are simply not qualitatively as rich as these adjacent beds. These offshore sea grass beds serve as true nursery grounds for marine life. Shrimp and certain game and commercial fish, as examples, are located primarily in nursery grounds in Biscayne Bay and Hawk Channel, where there are more mature and stable turtle grass communities. In light of the extent and condition of the sea grasses in the fill area and the associated sea grass communities both inshore and offshore Key Biscayne, taken together with the design of the overall project as hereinafter described, the total effect of the proposed fill on marine life should be inconsequential. The sand to be placed in the Project Area will be dredged from a borrow area located approximately one mile south of Key Biscayne. This site was selected by the United States Army Corps of Engineers. A consultant retained by the County has recommended that certain portions within this borrow area not be used, and that other areas adjacent thereto be utilized if necessary. This modified borrow area falls within the area described in the County's permit application for the source of the fill material. The depth of the sand above the substrate in the borrow area ranges from 1.0 to 9.5 feet, with a substantial portion of the area having in excess of a five-foot depth of sand. Assuming sand will be removed to a depth of five feet, the sand will be taken from approximately a 2,000 by 1,000-foot site. If done in this manner, only about one-third of the borrow area designated by the Corps of Engineers and modified by the County's consultant will be utilized. The entire borrow area designated by the Corps of Engineers contains approximately one million cubic yards of sand. There are no known corals or hard-bottom communities within the proposed borrow area. In addition, there appear to be very few benthic organisms in this area, which is comprised primarily of shifting sand. The benthic organisms that do exist in the area will, of course, be removed during dredging. However, the borrow area can reasonably be expected to repopulate with these organisms as soon as the dredging operation is concluded. Further, the area from which the fill is proposed to be obtained is well removed from any areas of persistent sea grass cover. There are only five or six patches of sea grass in the borrow area, the largest being approximately 12 feet across. These patches do not contain turtle grass and may be easily avoided during dredging. The record in this case clearly establishes that use of the sand from the borrow area should not have an adverse impact on the environment surrounding that area. The sand proposed to be placed on the beach is similar in grain size and composition to the sand that is on the existing beach, owing probably to the fact that it was at one time located on the beach and has been removed through the process of erosion. This sand is of such quality that there should be only minimal turbidity occurring during the dredging operations. There are very small quantities of fine material within the borrow area, and the chemical and physical composition of the sand there closely matches the chemical and physical composition of the sand on the beach. As stipulated by the parties, it is not anticipated that any turbidity problems will result from a physical or chemical breakdown of the material after it is deposited on the beach, and it is also not anticipated that significant long-term turbidity will result from the actual fill being placed on the beach because of the small quantity of fine material contained in the fill. The sand is proposed to be dredged from the borrow area by means of a hydraulic dredge, and transported in a sand/water mixture via pipeline to the Project Area. The sand will be placed on the beach by a method known as longitudinal diking, which permits most of the sand to precipitate before the water returns to the ocean, thereby keeping most of the sand in the Project Area and reducing the impact on receiving waters. The 45 acres of sea grass in the Project Area discussed above will not be covered immediately by fill. This acreage figure represents the total area of sea grass that will be covered after the fill has reached the "theoretical- toe of fill". The theoretical design profile of the beach cannot be achieved immediately because it is not possible to operate the necessary equipment below the waterline. The project design calls for fill to be placed on the beach in a different configuration than will ultimately be obtained, and allows natural wave action to reshape the sand to achieve the design profile. It is anticipated that the entire process will take approximately two years. This is not a unique process, in that the Crandon Park beach immediately north of the Project Area was renourished in a similar fashion in 1969. The Crandon Park design profile was achieved in 1971, and the record establishes that sea grasses offshore Crandon Park were not adversely affected by the sand placed on that beach. Further, no additional fill has been placed on Crandon Park beach since its original renourishment in 1969, and that beach is still very close to the original design profile. The design profile for Crandon Park beach is identical to that proposed for the Project Area. Accordingly, once the design profile for this project is achieved, the greater weight of the evidence in this cause establishes that the sand in the renourished area should not migrate beyond the design toe of fill. A rock structure referred to as the "terminal groin" is proposed to be constructed in connection with the project at the lighthouse at the southern extremity of the beach. The purpose of the terminal grain is to retain the sand placed along the beach. This structure will extend seaward approximately 350 feet, with a top width of seven feet, and top elevations ranging from plus 2.6 feet mean low water at the most seaward location, to plus 7.0 feet mean low water at the beach. The County proposes to modify the slope of the groin to create additional intertidal and subtidal habitat by placing native limestone boulders along the entire 350-foot length of the south side of the groin. By making this modification, approximately 7,000 square feet of subtidal rock habitat will be provided. In addition, this modification will create approximately 36,750 cubic feet of void space for potential marine habitat. The approximate cost of this structure is $200,000. The terminal groin will provide a type of rocky habitat which naturally existed in the Biscayne Bay area, but which has been largely eliminated by man-made improvements. This type of habitat, of course, will not duplicate the type currently provided by the 45 acres of sea grass proposed to be covered by fill. Specifically, rocky habitat does not serve the nursery and breeding functions which sea grasses provide. Further, it neither contributes food stuff by way of primary productivity nor cycles energy into the marine ecosystem in the same manner as sea grasses. The County, in fact, had at one time considered replanting sea grass to mitigate for the loss of the grass communities in the Project Area, but abandoned that alternative in view of the existing large areas of sea grass adjacent to the project, and the fact that the barren bottoms in the Project Area and in adjacent areas have occurred as a result of high wave energy. As a result, it was felt that any attempt to replant the sea grasses by way of mitigating the effect of the proposed project would be unsuccessful. With a properly designed terminal structure, the renourished beach should last approximately 30 years. The rate of erosion on the beach when the project is concluded should approximate 15,000 cubic yards per year. Accordingly, it is unlikely that the beach would require renourishing in less than ten years following the project. As noted above, the Crandon Park beach was restored in excess of 12 years ago, has not been renourished, and still is very close to the original design profile. Sea turtles nest at Bill Baggs State Park and at Crandon Park. The record in this case establishes that these turtle nests can be fairly easily found and relocated. The Corps of Engineers has a turtle protection program with the U.S. Fish and Wildlife Service under which contractors on beach renourishment projects are required to relocate turtle nests, utilizing persons licensed by the Florida Department of Natural Resources. Dade County also has a turtle relocation program which is currently being utilized in Crandon Park. The record in this case does not establish that the proposed beach renourishment project will adversely affect the nesting of sea turtles within either the Project Area or areas adjacent thereto. Extensive erosion has occurred on the beaches on the eastern shore of Key Biscayne. It is currently not possible, for example, to walk from one end of the beach on Key Biscayne to the other without climbing seawalls and jetties, since portions of the beach are completely under water at all times except during extremely low tidal periods. A substantial portion of the project Area is completely submerged even during low tide. The Hearing Officer personally viewed the extent of the erosion in the Project Area. The placement of fill in the northern 1.2 miles of the project will create public access between Bill Baggs State Park and Crandon Park, which is maintained by Dade County. The project will also create a public beach where currently none exists eastward of the proposed erosion control line for the northern 1.2 miles of the project. Beach renourishment will provide support for and stabilize the restored beach on Crandon Park, thereby enabling that beach to last longer, and will also provide erosion control for the entire length of the eastern shoreline of Key Biscayne. The project, as designed, will protect against a ten-year storm of 24-hour duration, thereby helping to diminish serious injury to property and persons by reason of violent storms. Additional protection will also be provided to the Cape Florida lighthouse, a State historical landmark. Although not a hurricane surge protection project, the beach renourishment program will provide some degree of protection from hurricanes. More protection is provided to upland structures by increasing the distance between them and adjacent water bodies. Pursuant to Section 161.053, Florida Statutes, the Department of Natural Resources has determined that severe beach erosion has occurred along the southern 2.4 miles of Key Biscayne, and that the beach either has been or will be destroyed in the immediate future unless a publicly financed program is undertaken. In 1978, and in 1979, the Florida Legislature appropriated funds for the project, and additional funding has also been approved by the Governor and Cabinet. Tourism is Florida's largest industry. In 1980, approximately 35.9 million visitors spent $17 billion in the State of Florida, generating $785 million in tax revenues and supplying employment for 535,000 people directly employed in the tourist industry. There are primarily four reasons that visitors come to the State of Florida: (1) rest and relaxation; (2) beaches; (3) climate; and (4) other attractions, primarily manmade. Over 60 percent of the visitors to Florida have indicated that beaches are their primary reason for visiting the State of Florida. In 1980, 12.6 million tourists visited Dade County. Of these, 10.3 million were domestic tourists, and 2.3 million were international tourists. these tourists spent a total of $9.5 billion in Dade County, making the tourist industry by far Dade County's largest single industry, directly accounting for 25 percent of employment in Dade County. In 1950, over $4.77 million were collected in the taxable areas of Dade County by imposition of a resort tax of two percent on hotels and motels for transients. Tourism on Key Biscayne contributed approximately $300,000 to the Dade County resort tax collection, which is 6.2 percent of the total tax collection for 1980. 57.2 percent of the domestic tourists in Dade County came to Dade County because of the beaches. Tourists visiting other sections of Dade County used the beaches on Key Biscayne because they are very convenient and pleasing. During the course of this proceeding, the deposition of Dr. Anitra Thorhaug was taken by Petitioners, and the parties have requested that the Hearing Officer, pursuant to the provisions of Rule 28-5.208, Florida Administrative Code, and Rule 1.390, Florida Rules of Civil Procedure, determine a fair and reasonable expert witness fee to be paid to Dr. Thorhaug for her deposition. Having considered the submissions of the parties on this issue, including the actual time spent in deposition of two hours and 55 minutes, and the total time of 4.5 hours devoted by Dr. Thorhaug to the taking of her deposition, it is determined that a reasonable fee for her services is $350.
The Issue Petitioners challenged the Department of Environmental Protection's (Department) preliminary Final Order, alleging that Petitioners committed the "unauthorized clearing and destruction of dunes and dune vegetation for the purposes of constructing a roadway seaward of the coastal construction control line [(CCCL)] without benefit of a permit." The ultimate issue is whether the work Petitioners performed was seaward of the CCCL, and if it was, whether there was a violation of Amended Permit FR-563 and Section 161.053(2), Florida Statutes.
Findings Of Fact Parties Petitioner, Ben Withers, Inc., is a Florida corporation doing business in the State of Florida. Petitioner, Ben Withers, is the President and owner of Ben Withers, Inc., and a resident of Panacea, Florida. (Henceforth, Ben Withers and Ben Withers, Inc., are referred to collectively as "Mr. Withers," unless otherwise noted.) Mr. Withers is a licensed general contractor. The Department is the executive agency of the State of Florida operating pursuant to, among others, Chapter 161, Florida Statutes, and Chapter 62, Florida Administrative Code. Pursuant to Chapter 161, Florida Statutes, the Department administers the CCCL program for construction activities seaward of the CCCL. Coastal Construction Control Line Program The Department's Bureau of Beaches and Wetland Resources regulates construction and excavation activities seaward of the CCCL. The Department is responsible for determining and setting the CCCLs. The CCCL is a scientifically established line pursuant to Section 161.053, Florida Statutes. By definition, the CCCL "defines that portion of the beach-dune system subject to severe fluctuations based on a one-hundred-year storm surge, storm waves, or other predictable weather conditions." Rule 62B-33.002(13), Florida Administrative Code. Construction and excavation activity seaward of the CCCL is regulated by Section 161.053, Florida Statutes, and Rule 62B- 33, Florida Administrative Code. Mr. Withers admitted that he is aware of Department rules regarding beaches and coastal construction and is also aware that excavation seaward of the CCCL requires a permit unless it is otherwise exempt, and that he had this knowledge prior to the present case. Accessing the Pepper Project Site Under Amended Permit FR-563 Dog Island is a barrier island south of and about three miles off the coast of Franklin County, Florida. The island is approximately eight miles in length. There is no bridge to the island. The Pepper project site is on the far western end of the island. The Gulf of Mexico borders the island on the south and St. George Sound borders the island to the north. The most common way to access the Pepper site with any vehicle carrying equipment and materials, would be to use a boat or barge to a marina area (Tyson's Harbor) near the center of the island, or a private dock, and then traverse west down the middle of the island or down the beach itself, or a combination of the two. The Easy Street Easement is an easement area for a roadway running east and west through Dog Island. The parties agree that Easy Street and the Easy Street Easement are the same. The Easy Street Easement had been an unpaved roadway years before; part of the roadway was still visible in May 2001, and other parts had been covered with vegetation. There are portions of Easy Street and Easy Way east of the cul-de-sac which are visible roadways. See, e.g., Department Exhibit 13. Additionally, parts of Easy Street are seaward of the Department's CCCL (e.g., in the narrows area which is west of the cul-de-sac) and other parts are landward of the CCCL. See, e.g., Finding of Fact 29. Pursuant to its statutory duty, in 1996, the Department set the reference monuments R-158-R-160 for the CCCL on the west end of Dog Island. These monuments are in the narrows area of the island and run west to east. The CCCL is not visible on the ground. A surveyor is needed to locate the line. The alleged violation in this case was committed between R-158 and R-160, part of the narrows area. The Easy Street Easement on Dog Island runs both north and south from The Nature Conservancy cul-de-sac and then runs westerly to the west end of Dog Island. The CCCL Permits On October 21, 1999, the Department issued Permit FR-563 to Leonard Pepper, the property owner, for the construction of a single–family dwelling and for structures associated with the dwelling on the west end of Dog Island. Permit FR-563 contained Standard Permit Conditions that required in part: (1)(a) all construction or activity for which the permit was granted be carried out in accordance with the plans and specifications which were approved by the Department as a part of the permit; (1)(b) all construction or activity authorized under the permit shall be conducted using extreme care to prevent any adverse impacts to the beach and dune system; and (1)(g) existing beach and dune topography and vegetation shall not be disturbed except as expressly authorized in the permit. Permit FR-563 did not authorize the start of construction until a construction access plan to the Pepper project site was approved, in order to minimize impacts to the beach and dune system. On October 16, 2000, Amended Permit FR-563 was issued with a Notice to Proceed Withheld. The Amended Permit also contained Special Condition 1.5 which required the submittal and approval of "[a] construction access plan showing the route and timing for bringing equipment and materials to the site, in order to minimize impacts to the beach and dune system." The Department was concerned about the manner in which equipment and materials would be brought to the project site without causing further harm to the system. Amended Permit FR-563 did not expressly or implicitly authorize excavation or grading seaward of the CCCL in any area on Dog Island off of the project site and footprint of the house. In late 2000, Mr. Withers became involved with the Pepper project after Amended Permit FR-563 (with the Notice to Proceed Withheld) was issued on October 16, 2000. Part of Mr. Withers' job responsibility was to prepare and submit a construction access plan to the Department for approval. The Department does not normally require an access plan because most job sites are located in areas with established roads for ingress and egress. Here, there was no established road to and from the project site. The access plan was necessary in order to determine how Mr. Withers would transport equipment and materials to the Pepper project site on the west end of Dog Island due to the site's remote location and the absence of an established roadway to the site. Mr. Withers expected that materials and heavy equipment, including cranes, would be off-loaded at Tyson's Harbor, located approximately in the middle of Dog Island, and transported by vehicle to the project site along the access plan route. He expected to only transport pilings using the beach access route. On March 15, 2001, Mr. Withers submitted an access plan which described the route Mr. Withers would traverse by vehicle with construction equipment and materials. See Endnote 1. The Easy Street Easement starts at the east end of the island as an established roadway. Proceeding in a westerly direction, Easy Street comes to a dead-end at a cul-de-sac landward of the CCCL. The access plan authorized Mr. Withers to access the job site using part the Easy Street/Easy Street Easement (starting on the east end of the island) going north from The Nature Conservancy cul-de-sac, then heading in a westerly direction just south of the Ausley house (west of R-158 and just landward of the CCCL) and across the narrows area and continuing in a westerly direction along the northern shoreline and in southerly direction toward R-154. The access plan then authorized Mr. Withers to proceed in a westerly direction over the middle portion of the west-end of the island, then in a southerly direction toward the project site.1 The access plan showed a route both landward and seaward of the CCCL along the narrows area. See Department Exhibit 4- orange line then blue line after the orange circle on the west-end of the island. As described by Mr. McNeal of the Department, the access route is seaward, for the most part, of the CCCL from R-157 to R- 159 (running west to east) and landward of the CCCL east of R-159. The Department described the damaged area of 5,305.6 square feet (Department Exhibit 11A, insert "B") caused by Mr. Withers as east of R-159 and seaward of the CCCL and south of the access plan route. See also Finding of Fact 35. However, it appears that a portion of Easy Street, between R-159 and R-160, is seaward of the CCCL. Compare Department Exhibit 12 with Department Exhibits 4, 11A, and 13. During a pre-hearing deposition, Mr. Withers marked in pink the route he took through a portion of the narrows area which coincides with the portion of Easy Street between the approximate locations of R-159 and R-160, depicted on Department Exhibit 12. See Finding of Fact 43. (Mr. Withers had the Easy Street Easement staked prior to doing any work on Dog Island. See Findings of Fact 33-35.) The damaged area appears to coincide with this portion of Easy Street, and seaward of the CCCL. See Department Exhibit 11A. The access plan authorized Mr. Withers to drive (vehicular traffic) his equipment over the easement following the route depicted on the access plan until he arrived at the project site. See Endnote 1. The Department expected that travel along the access route would cause minimal and temporary damage or destruction to the topography, so the plan was considered acceptable. The access plan did not authorize excavation of a roadway within the route, including the narrows area, nor did it contemplate any other activity over or around a dune other than what might occur as a result of driving.2 The Department understood that Mr. Withers would be driving daily over the access plan route to the project site. The Department assumed that trucks would be used to transport equipment and materials. The Department did not differentiate among vehicles which could be used, including large trucks. On April 11, 2001, the Department issued a Notice to Proceed to Mr. Pepper to begin construction of his single-family dwelling in accordance with Amended Permit FR-563. The access plan is part of the Amended permit. Shortly after the Notice to Proceed was issued, The Nature Conservancy advised the Department of concerns it had with the access plan. As a result, on April 24, 2001, there was a meeting in Apalachicola, Florida, convened by the Department and attended by other interested governmental entities and private persons, including Mr. Withers. The purpose of the meeting was explore other possible ways and means of access by Mr. Withers to the Pepper project site.3 No resolution was reached during the meeting and the access plan previously approved by the Department remained effective. The previously issued Notice to Proceed was also in effect. The Violations Mr. Withers hired Kenneth Greenwood of Garlick Environmental Associates to perform a threatened/endangered species inspection, plant and animal, on an approximately 30-foot wide strip on the Easy Street Easement (approximately 1,800 feet) being utilized in Mr. Withers' access plan and within the narrows area. See Department Exhibit 13-yellow markings. On May 2, 2001, Mr. Greenwood performed the inspection within the easement that Mr. Withers had staked out by a land surveyor, approximately 15 feet on either side of the stakes. He found no threatened/endangered species. (The CCCL was not staked by Mr. Withers because, according to Mr. Withers, the Department did not ask him to locate the CCCL with stakes.) The access route depicted by Mr. McNeal in orange on Department Exhibit 4, which runs east of R-159, is similar to the description of the staked areas east of R-159, described by Mr. Greenwood and marked in yellow on Department Exhibit 13. See Findings of Fact 28-29. Both areas are landward of the CCCL. However, the 5,305.6 square foot damaged area is east of R-159 and is seaward of the CCCL. Mr. Greenwood described the area where he performed his investigation as being "relatively undisturbed," "relatively stable," having no vehicle tracks, and he stated that there were areas of bare sand as well as areas of "natural beach dune vegetation." He described the area as "relatively flat with some small amounts of mounding." The pictures taken by Mr. Greenwood within the staked easement on May 2, 2001, as part of his investigation, do not depict any vehicle tracks. After Mr. Greenwood completed his investigation on May 2, 2001, he observed Mr. Withers landward of the CCCL on a front-end loader and north of the cul-de-sac, proceeding west along the Easy Street Easement scraping off the top layer of soil and heading in a westward direction. Mr. Greenwood believed that the activity performed by Mr. Withers at this time was consistent with unpaved, road construction. According to Mr. Greenwood, the width of the scraped area appeared to be approximately the width of the bucket on Mr. Withers' front-end loader. Mr. Withers stated that he was doing minor grading landward of the CCCL with a John Deere 310-E front-end loader tractor when Mr. Greenwood was present on May 2, 2001. This tractor had a front bucket (approximately seven to eight feet wide) and a backhoe for excavating dirt on the back-end. Mr. Withers described the work which he performed when Mr. Greenwood was present as moving out and smoothing off the top of the sand landward of the CCCL in order for his equipment to get through. Mr. Withers also stated that he made areas in the easement seaward of the CCCL smooth by using the bottom of the bucket of his front-end loader to move sand around. Mr. Withers mentioned that he was very concerned that he needed to have the pathway he was utilizing in the access plan marked and smoothed off and fairly level. He believed the access plan authorized him to smooth off the areas on the access route. Mr. Withers stated that he had to have the access path level because he was bringing a self-propelled, 25-ton crane down the access path and they are top heavy and can get off balance, topple over, or get stuck. Mr. Withers described two types of work that he performed in the Easy Street Easement as: 1) clearing landward of the CCCL that required scooping and moving dirt, and 2) smoothing several areas seaward of the CCCL, just east of R-158 to around R- 160. An area of excavation damage seven feet seaward of the CCCL (beginning approximately 130 feet east of R-158) and an area 41 feet seaward of the CCCL (beginning at R-159, continuing east approximately 500 feet) are located within the area Mr. Withers stated he did some "smoothing off areas," again, east of R-158 and continuing east toward, but west, of R-160. Mr. Withers believed that Amended Permit FR-563 allowed him to use the Easy Street Easement in the access plan "to do . . . whatever was necessary and . . . needed to get [his] equipment, access [his] equipment down to the job site." He also admitted smoothing the areas. Mr. Withers also stated that Amended Permit FR-563 granted him permission to access the west end of Dog Island. Therefore, there was no need for him to locate the CCCL. Mr. Withers referred to the easement in the access plan as turning into a good pathway after he smoothed the areas. Mr. Withers stated that it was his "intention to gain access to the west end of Dog Island through a legal easement and an existing roadway" and that he wanted to utilize it. Mr. Withers testified "that he knew a lot of roads on Dog Island crossed seaward of the [CCCL]" in response to questioning whether he knew at the time of his performing work on the easement, whether or not the Easy Street Easement crossed seaward of the CCCL. He knew he was going to be traversing "fairly close" to the CCCL. Mr. Withers stated he did not knowingly violate the conditions of the Amended Permit. Mr. Withers was aware of the Department's permit requirements for work seaward of the CCCL when he performed his access work in the easement on Dog Island. However, Mr. Withers never had a survey done to figure out where the CCCL was located. Notice of the Alleged Violations Around May 2, 2001, the Department received a complaint that excavation was occurring seaward of the CCCL on Dog Island in the narrows area of the Easy Street Easement. On May 4, 2001, John A. Poppel, William Fokes, and Phil Sanders went to Dog Island on behalf of the Department to investigate the complaint of excavation in the narrows area seaward of the CCCL. On May 4, 2001, Mr. Poppel performed a survey of the narrows area and located the CCCL. He located monuments R-158- R-160. Department Exhibit 11. As a product of his survey, Mr. Poppel was able to depict the newly excavated roadway or pathway in relation to the CCCL. Mr. Poppel calculated that one area of damage was seven feet seaward of the CCCL and consisted of 503.8 square feet of damage and a second area of damage was 41 feet seaward of the CCCL and consisted of 5,305.6 square feet of damage. These square foot areas represent only the disturbed areas seaward of the CCCL, not the entire area between the CCCL and the Gulf of Mexico. Both areas of damage are within the area where Mr. Withers stated that he smoothed out the sand. As part of the May 4, 2001, investigation, William Fokes, an Engineer I with the Department, took photographs of the damaged areas and prepared an inspection report. Mr. Fokes' report indicates that an approximately 11-foot wide roadway or pathway had been cleared by excavation with the most seaward extent of the road being about 40 feet seaward of the CCCL. In addition, the report states that small dunes and beach vegetation had been destroyed. Mr. Fokes described the damage as excavation or grading done by some kind of machine, which cut and uprooted vegetation and pushed sand to the side as it leveled the ground. Mr. Fokes testified that the damage did not appear to be caused by merely traversing the area. Mr. Sanders, an engineer with the Department, processes CCCL permit applications and supervises Mr. Fokes, a field engineer. On May 4, 2001, Mr. Sanders observed the narrows area in question and confirmed that it looked like a "graded road" in that "[i]t appeared in the road bed that vegetation was gone and had been pushed out to the side, graded away," and that there was "excavation" seaward of the CCCL. Mr. Sanders stated that this activity did not comply with the approved access plan. On May 7, 2001, a Notice of Violation was issued to Mr. Withers for the "the unauthorized clearing and destruction of dunes and native vegetation for the purpose of constructing a roadway seaward of the coastal construction control line." Mr. Greenwood's photographs taken May 2, 2001, when compared with Mr. Fokes' photographs taken May 4, 2001, show that no discernable roadway or pathway was present landward or seaward of the CCCL in the narrows area at the time of Mr. Greenwood's inspection on May 2, 2001. This is evident when comparing Mr. Greenwood's photograph, Exhibit 15a, taken on May 2, 2001, with Department Exhibit 16g taken on May 4, 2001--the roadway or pathway present in the May 4, 2001, photo is absent in the May 2, 2001, photograph, and the vegetation has been removed from part of the area. Comparing Mr. Greenwood's photograph, Department Exhibit 15b, taken May 2, 2001, with Department Exhibits 16c and d, taken on May 4, 2001, also shows that the roadway or pathway was not present on the narrows portion of the Easy Street Easement at the time of Mr. Greenwood's inspection. The previously mentioned pictures, which were used for a comparison, were taken by two different people on separate dates, and from approximately the same locations. Also, Department Exhibit 16j was taken 250 feet east of R-159 and within the narrows area, facing east which shows clearing approximately 40 feet seaward of the CCCL. On May 14, 2001, at the request of the Department, Ken Jones, a principal engineer with Post Buckey et al., performed a damage assessment of the narrows portion of the Easy Street Easement which was seaward of the CCCL. Mr. Jones has a bachelor's degree in civil engineering and a master's degree in physical oceanography. Mr. Jones was familiar with the narrows area having been to Dog Island for recreation during the past 20 years and as a Dog Island property owner for the last three years. Mr. Jones described the narrows area as relatively flat and located between the St. George Sound to the north and the Gulf of Mexico beaches to the south. Between these two areas, the land is undulating sand and fairly consistent vegetation. At the time of Mr. Jones' damage assessment, he determined that a road had been cut through the vegetative portion of the dune of the narrows. Mr. Jones observed cut roots and a majority of the vegetation destroyed. Mr. Jones stated it appeared that the damage was caused by a vehicle with a blade on the front. The result was the road sat down in the sand approximately four to six inches. Mr. Jones stated that the work appeared to have been recent because distinct edges were still present. Mr. Jones took photographs and compiled an inspection report as part of his damage assessment. Mr. Jones testified that the damage "was pretty consistent from both landward and seaward of the [CCCL]." The pictures labeled Department Exhibits 18a1 and 18a2 depict a level pathway or roadway barren of vegetation seaward of the CCCL. Department Exhibit 18a4 is a photograph of a typical vegetated dune. Mr. Jones took this picture in order to have a general idea of what the vegetation coverage was in order to get an idea from a cost-estimating perspective. Mr. Jones's cost estimate for repairing the damage to the narrows area seaward of the CCCL, was approximately $7,500.00.4 Mr. Jones calculated the $7,500.00 by making an estimate of what it would cost to buy coastal vegetation, and by estimating what it would cost to employ laborers to hand rake the sand back into position and to plant the vegetation. Administrative Fine and Damages Jim Martinello, an environmental manager in charge of enforcement and compliance with the Bureau, used Mr. Jones' damage assessment estimate for informational purposes in assessing the damages amount for the narrows area. Mr. Martinello calculated the administrative fine and damages in accordance with Section 161.054, Florida Statues, and Rules 62B-54.002 and 62B-54.003, Florida Administrative Code. Rule 62B-54.002, Florida Administrative Code, provides that the Department shall assess fines for willful violations of, or refusing to comply with, for example, Section 161.053, Florida Statutes, and the fine should be sufficient to ensure immediate and continued compliance. In determining the actual fine within the range, the Department shall consider the offender's past violations, if any, and other aggravating or mitigating circumstances. Aggravating circumstances include prior knowledge of rules. Mitigating circumstances may be considered. Id. Mr. Withers had knowledge prior to the issuance of Amended Permit FR-563 of Department rules regarding permit requirements for construction activities seaward of the CCCL. On October 4, 1996, Mr. Withers, on behalf of Ben Withers Construction Company, was issued a warning letter for possible unauthorized construction seaward of the CCCL. This matter was resolved by entering into a consent order. On October 29, 1997, Mr. Withers, on behalf of Ben Withers Construction Company, was issued a warning letter for possible permit violation seaward of the CCCL. On November 13, 1997, Mr. Withers was issued a warning letter for possible unauthorized construction seaward of the CCCL. On October 27, 2000, Mr. Withers wrote a letter to Mr. McNeal indicating that he believed that the Easy Street Easement on Dog Island heading south from The Nature Conservancy cul-de- sac, then west to the west end of Dog Island, is landward of the CCCL and, therefore, no permit was necessary to reopen and use the easement, but he would have a surveyor establish the control line prior to work commencing. On November 7, 2000, Phil Sanders replied by letter to Mr. Withers' October 27, 2000 letter, in which Mr. Sanders reminded Mr. Withers of the pertinent rules and laws and suggested that Mr. Withers have the CCCL surveyed. On December 20, 2000, Mr. Martinello sent Mr. Withers an advisory letter informing him that the area he traversed (on July 2000) on the south route of the Easy Street Easement from the cul- de-sac on Dog Island was considered to be a dune as defined by Rule 62B-33.002, Florida Administrative Code. However, Mr. Martinello further advised that the Department did not take any action because "the traversing [did not] cause any substantial damage, it was minimal damage." In regard to the present case, it is more than a fair inference that Mr. Withers had specific knowledge of the CCCL and the Department's laws and rules, and that he knew excavation was not authorized seaward of the CCCL. The information in the prior Findings of Fact was used by the Department, and specifically Mr. Martinello, to determine that the harm to the beach resource or potential harm was major, and the administrative fine assessed was $7,500.00. However, part of Mr. Martinello's determination was predicated on Mr. Jones' assessment that the site one narrows violation was approximately 700 feet in length when, in fact, the area was approximately 500 feet in length, which explains in part the disparity between a 9,800 square foot area and the proven 5,305.6 square foot area. See Finding of Fact 78 and Endnote 4. Even the additional amount of damage of 503.8 square feet for the site two narrows area, when viewed in the aggregate, is significantly less than Mr. Jones' assessment of damages by square feet. (Mr. Martinello used the Jones' assessment as a guideline. Mr. Martinello says that the mistake did not alter his decision, although he was unaware of the mistake until the final hearing. He also says that Mr. Jones recommended a higher damage amount than the $5,000.00 assessed by the Department in its preliminary Final Order. He did--$7,500.00 for 9,800 square feet of damage.) Grossly negligent or knowing violations of statutes and Department rules regarding coastal construction seaward of the CCCL, which result "in harm to sovereignty lands seaward of mean high water or to beaches, shores, or coastal or beach-dune system(s), including animal, plant or aquatic life thereon," shall be considered in determining damages. Rule 62B-54.003(1), Florida Administrative Code. Rule 62B-54.003(2), Florida Administrative Code, provides that a damage amount greater than the minimum amounts may be assessed to ensure, immediate and continued compliance and the Department may consider, e.g., the need for restoration and the damaged ecological resource. The Department determined that the violation was knowing based on the factors mentioned above. The Department also considered the need for restoration and the damage to ecological resources and whether the amount would ensure immediate and continued compliance. Id. The Department determined that there was harm to the resource and that it was major and knowing. The Department proposed to assess the minimum damage amount of $5,000.00. On January 11, 2002, the Department entered a preliminary Final Order for the unauthorized grading and destruction of dunes and dune vegetation seaward of the control line for the purpose of constructing a roadway. The amount assessed in the Final Order was $12,500.00, $7,500.00 in administrative fines and $5,000.00 in damages, as described above. As noted, there has been harm to the beach area resource seaward of the CCCL and the Department proved the need for restoration and the damage to the ecological resource. In mitigation, Mr. Withers' construction access plan was approved by the Department. The Department knew that Mr. Withers intended to use the access route, which ran seaward of the CCCL from approximately R-157 to R-159 (except for a small portion between R-158 and R-159) in the narrows area; that Mr. Withers planned to transport equipment and materials by truck using the access route and necessarily would traverse seaward of the CCCL; and that he would continuously use the access route until the project was completed. The actual damaged area is less than originally determined by Mr. Jones, thus the need for restoration reduced. Mr. Jones, without the benefit of a survey, estimated the total cost to restore the damaged area of 9,800 square feet to be approximately $7,500.00. The total square feet of damage proven in this proceeding is 5,809.4 square feet in the narrows area and the Department is requesting $12,500.00 in fines and damages. Based on an approximate ratio of square feet and dollars needed to restore, a damage assessment in the amount of $4,500.00 is appropriate. Balancing the aggravating and mitigating circumstances, a fine of $3,500.00 is appropriate.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is recommended that a final order be rendered as follows: That a final order be issued adopting this Recommended Order; and Within 30 days of a final order being effective, Petitioners shall pay a fine of $3,500.00 and $4,500.00 in damages with the total amount of $8,000.00, to the Department of Environmental Protection. DONE AND ENTERED this 9th day of January, 2003, in Tallahassee, Leon County, Florida. CHARLES A. STAMPELOS Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, FL 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 9th day of January, 2003.
The Issue Whether the application of Respondent Gulf County (County) for permit to install a beach access road, constructed of oyster shell or dolomite, at the stumphole area on Cape San Blas should be granted.
Findings Of Fact On April 11, 1996, the County applied for a permit from DEP to install a beach access road constructed of oyster shell or dolomite over an area 275 feet in length by 12 feet wide at the stumphole area on Cape San Blas. The County owned the property at the site where a crude road bed to the beach already existed. On that same date, County Manager Donald Butler met with a DEP field engineer, William Fokes, on the site to determine the linear footage that would be necessary for the access road at the stumphole area. Fokes then issued the field permit for the access road to be constructed of oyster shell or dolomite over an area 275 feet in length by 12 feet wide. Since beach driving is permitted by the County in the area, the access road aids in preventing illegal crossing of beach dunes by motorists to get to the beach. Prior to issuance of the field permit and construction of the access road, the only legal motorist access to the beach was seven miles away. Permits to drive on the beach are issued by the County. DEP rules require that all applicants proposing to conduct permitted activities on a beach use a designated beach access. This road will allow access to conduct permitted activities, thereby preserving and enhancing public beach access. DEP will not permit a project that is expected to adversely impact the beach dune system. Although seaward of the Coastal Construction Control Line (CCCL) in the County, the area which is the subject of this field permit contained no dunes or vegetation since Hurricane Opal had flattened the area. Such a project cannot be permitted if the project will adversely impact existing upland property or property of others. In the instant case, neither the Petitioner’s property, which is located two miles away from the project site, or property of other owners in the area will be adversely impacted. The road is designed to be a non-rigid, pervious structure which causes less impact to any existing dune system. The road site is located on County property and provides logical and appropriate access. The construction of the road did not violate DEP prohibitions on permitting activities having adverse impact to marine turtles since the construction permit expired prior to the turtle nesting season. A requirement of field permit issuance is that the applicant and the DEP area engineer meet on site and review the project. This event occurred on April 11, 1996, when Butler and Fokes met on the site. Fokes determined that the project was within field permitting guidelines and issued the permit. Fokes was authorized to issue the field permit because the project fell in DEP’s category of a driveway or similar activity. Expected impacts of construction of the access road and a driveway are deemed similar by DEP. Subsequent review by DEP staff of Fokes’ issuance of the field permit determined that sufficient information had been provided to him for issuance of the permit, that the project falls in the category of minor activity and that no adverse impact to dunes, property of others, beach access or nesting marine turtles is expected.
Recommendation Based upon the foregoing findings of fact and the conclusions of law, it is, RECOMMENDED: That a final order be entered confirming the grant of the field permit which is the subject of this proceeding. DONE and ENTERED this 9th day of May, 1997, in Tallahassee, Leon County, Florida. DON W. DAVIS Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (904) 488-9675 SUNCOM 278-9675 Fax Filing (904) 921-6847 Filed with the Clerk of the Division of Administrative Hearings this 9th day of May, 1997. COPIES FURNISHED: Lynette L. Ciardulli, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 35 Tallahassee, FL 32399-3000 Michael Paulsson, Pro Se Route 1, Box 347B Port St. Joe, FL 32456 Timothy J. McFarland, Esquire Post Office Box 202 Port St. Joe, FL 32457 Virginia B. Wetherell, Secretary Department of Environmental Protection 3900 Commonwealth Boulevard Tallahassee, FL 32399-3000 Perry Odom, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard Tallahassee, FL 32399-3000
