The Issue The issue in this case is whether a beach house petitioners plan to build in south Walton County was already under construction, within the meaning of Section 161.053(7), Florida Statutes (1981) and Rule 16B-33.04(1), Florida Administrative Code, at the time the current coastal construction control line took effect there.
Findings Of Fact In October of 1982, the petitioners acquired a lot in south Walton County, on the north shore of the Gulf of Mexico. Even before the purchase, Mr. Wiese had been in touch with respondent's personnel, who apprised him of the imminence of the adoption of the new (now current) coastal construction control line, at that time already proposed for Walton County. The former coastal construction control line was considerably seaward of the current line, which became effective on December 29, 1982. Petitioners, who have built some seven houses, drew plans for a house to be built on their Walton County lot one foot landward of the old coastal construction control line. They applied for and obtained the necessary county building permit. They contracted for grading on site, which took place on November 27, 1982. In the course of this work, the landward face of the sand dune was disturbed and petitioners realized that, if they were to build so close to the water, a wall or something like a wall would have to be erected and buttressed to keep the sand dune from migrating under or into their beach house. They determined that the plans were inadequate as drawn. Mr. Wiese nevertheless arranged for one Al Christopher to bring two poles to the site and place one of them upright in the sand. When asked at hearing how long the two poles Mr. Christopher delivered to the site were, Mr. Wiese said he did not know. After Mr. Christopher began, petitioners did not ask him to desist either with bringing pilings to the site or with placing them in the ground. Mr. Christopher evidently did what he was asked to do, before he ever began working with the poles. Before the single pile was placed, batter boards were used to locate the perimeters planned for the building. Batter boards are temporary markers which are removed once the foundation is in place. In constructing piling foundations for beach houses along the gulf coast, in this part of Florida if not elsewhere, the ordinary sequence is to bring all foundation piles to the site before bringing the equipment necessary to install all the piles at once. This makes for efficient use of expensive machinery, and is virtually always done. One of the Wieses' neighbors, fearing that the new coastal construction control line would take effect last fall arranged for a single pile to be driven, but his project was well underway by the time the new coastal construction control line did in fact take effect. As late as March of this year, Mr. Wiese checked with a Texas supplier to see if foundation piles would be available for the project. The plans drawn before the grading of November 27, 1982, called for a foundation of 37 piles, each of which was to be 45 feet long. No horizontal members nor bracing of any kind was contemplated for the foundation. The foundation piles were to be put so close together that it would have been impractical to bring heavy equipment in to do the grading after they were in place. The idea in leveling the ground was to prepare it so a concrete slab could be poured to serve as a parking surface underneath the beach house. Under both the plans originally drawn and the plans under which petitioners now hope to proceed the parking surface itself is not expected to have a structural function, Mr. Wiese's testimony to the contrary notwithstanding. Once petitioners were persuaded that the project needed "reengineering," they diligently sought out expert assistance and new foundation plans were eventually drawn to their satisfaction. Petitioners' efforts took place on a regular, if not a daily basis, but consisted in large part of finding the right people for the "reengineering" job. The plans which petitioners propose to use were stamped with the final engineer's seal on March 3, 1983, more than two months after the current coastal construction control line took effect.
Recommendation Upon consideration of the foregoing, it is RECOMMENDED: That respondent deny petitioners' beach house project grandfathered status, and apply the coastal construction control line adopted for Walton County on December 29, 1982, in any agency action regarding the project. DONE and ENTERED this 22nd day of August, 1983, Tallahassee, Florida. ROBERT T. BENTON, II Hearing Officer Division of Administrative Hearings The Oakland Building 2009 ApA1Achee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 22nd day of August 1983. COPIES FURNISHED: Joseph C. Jacobs, Esquire John C. Pelham, Esquire and Melissa Fletcher Allaman, Esquire ERVIN, VARN, ODOM & KITCHEN Post Office Box 1770 Tallahassee, Florida 32322-1170 Deborah A. Getzoff, Esquire Suite 1003 Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32303 Elton Gissendanner, Director Executive Suite 3900 Commonwealth Building Tallahassee, Florida 32303
The Issue Whether a permit should be issued to Petitioner Theodore B. Meadow to construct a dwelling on the Gulf Coast of Florida as requested in his application filed with Respondent Department of Natural Resources.
Findings Of Fact Having considered the evidence and argument of counsel, the Hearing Officer finds: In July of 1979 Petitioner filed an application for a permit to build a duplex dwelling seaward of the coastal construction setback line on a parcel of land bounded by the theoretical extension seaward of the north/south boundary line of Ponce de Leon Street in Yon's Addition to Beacon Hill on St. Joe Beach, Florida. The parcel of land is 70 feet in width and approximately 175 feet in depth to the high-water line of the Gulf of Mexico and lies between State Road 30 (US Highway 98) and the Gulf of Mexico at St. Joe Beach in Gulf County, Florida. The application, Department of Natural Resources File #79-P-283, was filed pursuant to Rule 16B-25.05, Procedure to obtain variance; application, Florida Administrative Code, which had been promulgated under the authority of Sections 161.052, 161.053 and 370.021(1), Florida Statutes. Attached to the application was a copy of a deed to subject property to Albert H. Hinman dated December 12, 1977; an undated authorization from the owner of the property to Petitioner Meadow to apply for a variance and if granted to construct a building on the property; a survey of the property; a floor plan of the building with a typical wall section; and a topographical plat of the lot involved. In response to Rule 16B--25.05(1)(d): "Statements describing the proposed work or activity and specific reasons why the applicant feels the variance should be granted." Petitioner stated, in part, "...the reason that the permit should be granted is because applicant does not have sufficient space on property he is purchasing from A. H. Hinman to construct said building outside of the DNR Coastal Construction Control Line." The survey shows that 14 to 15 feet of the property lies landward of the Department of Natural Resources' setback line. At the time of the hearing no purchase had been made, but there is no dispute regarding the authorization of the owner to allow Petitioner to build if a variance is granted. After filing the application Petitioner consulted with the staff of the Department concerning the construction seaward of the setback line. The Chief Engineer of the permitting section of the Bureau of Beaches and Shores, who is responsible for accepting, evaluating and making recommendations for permits for construction, inspected the site of the proposed structure on October 11, 1979. He took a copy of the plans and specifications for the structure, a plot plan, and the engineering statement which accompanied the plans to review on the site. After the inspection he made a determination that the structure was appropriately designed for the hazard environment and located in such a position as to offer the least potential adverse impact to the beach in the area. Recent topographic changes, topographic data including that submitted by Petitioner, and other historical information was used to assess and evaluate the project. Thereafter, the engineer consulted with the Executive Director of the Respondent Department and gave a favorable recommendation in terms of minimal impact. The Executive Director determined that the structure was designed and located to have the minimum adverse impact on the beach, and that the structure was adequately designed to resist natural forces associated with a hundred-year storm surge (Transcript, pages 52-56). At the formal hearing the Executive Director stated that he based his recommendation for approval by the Executive Board on the precedence of previous action of the Executive Board and because he found that the Petitioner had his application in order. Petitioner Meadow has followed the guidelines of the administrative rules and submitted all required information. He has provided his reason for requesting a variance and believes the information furnished compels the Respondent Department to grant the waiver inasmuch as no modification was requested and he cannot build the structure he desires on the 14 to 15 feet of land he is authorized to use which lies landward of the 1975 setback line. The immediate area involved in this proceeding is relatively undeveloped beach property approximately one (1) mile in length at St. Joe Beach, Gulf County, Florida some twenty-nine (29) miles to Panama City and six (6) miles to Port St. Joe. The real property has been divided into fourteen (14) lots more or less similar to the lot on which Petitioner seeks to construct a duplex (Petitioner's Exhibit 2; Transcript, page 137). No structures except one multifamily dwelling have been constructed on any of the fourteen (14) lots. Most the construction along the nearby coastline was completed prior to March 21, 1975, the date the Respondent Department established a coastal setback line under the then applicable statutes and rules. Beacon Hill is a subdivision about a mile and a half from the subject area on the coastal western edge of Gulf County. The structures are close together, the majority of which were constructed prior to 1975 without a permit from the Respondent Department. Historically, the area would have had a similar topography and beach conditions to the subject area, but because of structures built on the beach vicinity the primary dune system has been eradicated, the beach is narrow in that vicinity, and there is virtually no vegetation (Transcript, pages 135-136). It has been found that any construction, particularly of a building, generally has an adverse impact on a beach dune system (Transcript, pages 149, 161). The "setback line" defined in the 1975 statutes and rules was established March 21, 1975 (Transcript, page 169). Thereafter, in 1978 the legislature amended Section 161.053, Florida Statutes, and ordered the Respondent Department to establish a "coastal construction control line" to replace the setback line, but said line has not yet been established, although at the hearing a member of Respondent's engineering staff stated that a study was in progress. Neither Petitioner Meadow nor Mr. Hinman, the owner of subject property, requested the Respondent Department to review the setback line or establish a coastal construction control line prior to filing of the application in 1979 for a variance of the 1975 setback line (transcript, page 93). "Setback line" and "coastal construction control line" are not synonymous. The setback line set a seaward line for construction, and the coastal construction control line defines the impact of a 100-year storm surge or other predictable weather condition (Transcript, page 179). An engineer on the Respondent Department's staff who qualified as an expert was of the opinion that the coastal construction control line, when established, would be landward of the setback line established in 1975 (Transcript, page 198). There have been two (2) hurricanes which have impacted the Gulf Coast since the setback line was established, one in September of 1975 and one in September of 1979. These storms had relatively little visual impact on the subject beach area except for erosion of the fore dune, but the storms substantially impacted the accretion of the coastline (Transcript, pages 189- 195). At the final hearing Ms. Sally Malone, a resident living one block from the proposed structure of Petitioner Meadow, protested the proposed construction on the beach and in general the removal of trees. The evidence shows she has a legitimate concern for the effect through erosion the construction might have on the beach near her home. Petitioner Meadow and the Respondent Department submitted proposed findings of fact and proposed recommended orders. These instruments were considered in the writing of this order. To the extent the proposed findings of fact have not been adopted in or are inconsistent with factual findings in this order, they have been specifically rejected as being irrelevant or not having been supported by the evidence.
Recommendation Upon consideration of the foregoing Findings of Fact and Conclusions of Law, it is recommended by the Hearing Officer that the application of Theodore B. Meadow for a waiver or variance be denied without prejudice to his refiling an application after the coastal construction control line is established as required by Section 161.053, Florida Statutes, supra. DONE and ORDERED this 5th day of November, 1980, in Tallahassee, Leon County, Florida. DELPHENE C. STRICKLAND Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675 Filed with the clerk of the Division of Administrative Hearings this 5th day of November, 1980. COPIES FURNISHED: Mark J. Proctor, Esquire Office of the General Counsel Department of Natural Resources 3900 Commonwealth Building Tallahassee, Florida 32303 Cecil G. Costin, Jr., Esquire 413 Williams Street Post Office Drawer 98 Port St. Joe, Florida 32456
Findings Of Fact Nannette K. Scoggins is the owner of the real property located at 5622 Gulf Drive, Holmes Beach, Florida in Manatee County. Nannette K. Scoggins' property, the petitioner's property, 5624 Gulf Drive, and the other adjacent property, 5620 Gulf Drive, are zoned as "A-1 Hotel-Motel" under the City of Holmes Beach Zoning Ordinance. On November 13, 1983, Mrs. Scoggins submitted to DNR an application for a permit for construction seaward of the coastal construction control line (control line). The proposed project, known as Jansea Place, would consist of two multifamily dwellings, four units to a building, divided by a swimming pool. A portion of the most seaward building would extend a maximum of 57 feet seaward of the control line. By letter dated July 11, 1984, DNR notified petitioner that the department was considering the permit application. The petitioner responded by letter dated July 18, 1984, objecting to any construction seaward of the control line. On October 1, 1984, petitioner received notification that DNR intended to recommend approval of the permit. The permit was scheduled for a vote by the Governor and Cabinet on October 16, 1984. The staff of DNR recommended approval of the permit. By telegram dated October 15, 1984, the petitioner requested an administrative hearing, and on October 22, 1984, petitioner filed a petition for a formal administrative hearing pursuant to Section 120.57(1), Florida Statutes. The application for permit No. ME-89 is a complete application for permit to construct seaward of the coastal construction control line. On October 5, 1983, the Superintendent of Public Works of the City of Holmes Beach certified that this project does not violate any ordinance of the City of Holmes Beach. The plans for the proposed project are signed and sealed by an architect registered in the State of Florida, and the submitted plans comply with the design standards established in Rule 16B-33.07, Florida Administrative Code to resist adequately the natural forces associated with a 100-year return interval storm event. The plans, specifications, drawings and other information submitted to DNR with the application for permit to construct seaward of the coastal construction control line are complete and accurate, and meet the requirements of DNR for that purpose. Under the provisions of Rule 16B-33, Florida Administrative Code, the application was determined to be complete on August 6, 1984. The proposed construction is located landward of an existing vertical concrete bulkhead. The seawall was built jointly by the Scoggins and Mr. McLean, who owns the property immediately to the south of the Scoggins' property. The seawall was built after the hurricane of 1972 because the existing dune system had been destroyed. Since that time, the mean high water line has continued to encroach landward to the point where it is now east of the wall. However, the seawall is not necessary for the protection of the proposed building. Although the seawall would fail under the direct impact of a major hurricane, the proposed building is adequately designed to withstand the impact erosion, the wave loads, the winds, and the water forces associated with a major hurricane. The necessity and justification for the project's location in relation to the control line is stated in the application, and petitioner has not challenged the necessity or justification. The City of Holmes Beach Zoning Ordinance requires that the buildings be separated by a minimum of 30 feet. Since the proposed buildings are separated by 30 feet, the proposed seaward building is located as far landward as possible without violating the zoning ordinance. Erosion and structural damage occurred as a result of Hurricane Agnes in 1972 and the "No Name" storm in 1982 in the area between 1,000 feet south of the Scoggins' property and 500 feet north of the Scoggins' property. Although the beach was fairly stable from 1974 to 1979, the beach began to erode in 1980. When the seawall was built in 1974, the dune line was even with the seawall. However, as can be seen from a comparison of the photographs taken in June of 1979 with those taken in early 1985, the beach has eroded since June of 1979 and the dune line is now several feet landward of the seawall. The DNR recommendation for approval of the Scoggin's permit application was based upon historical erosion data for the period between 1940 and 1974, which was the most recent data available that could be used to review the project. Mr. Clark stated that the application was recommended for approval based on the design of the proposed building and its alignment with existing structures built seaward of the control line. The proposed project is located landward of a line of existing structures. Although the adjacent properties have been affected by erosion, there was no evidence presented to show that the existing structures located seaward of the control line have been unduly affected by erosion. In 1974, when the seawall was being constructed, the worker building the seawall dug up part of the petitioner's property and destroyed the sea oats he had planted. However, the proposed project has a driveway encircling the building which would provide vehicular access to the seawall if necessary. The proposed project will partially obstruct petitioner's view to the southwest. However, there was no evidence presented that petitioner's property or the other adjacent property, would be adversely affected in any other way by the proposed project. There was no evidence presented that the proposed project would be affected by, or have an effect on, beach or coastal erosion. The proposed project would have no effect on the beach dune system.
Recommendation Upon consideration of the foregoing, it is recommended that DNR issue Permit Number ME-89 to Nannette K. Scoggins. DONE and ENTERED this 28th day of June, 1985, in Tallahassee Leon County Florida. DIANE A. GRUBBS 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 28th day of June, 1985.
The Issue The issue is whether Respondent Negele is entitled to a coastal construction control line permit to construct a single- family residence seaward of the coastal construction control line on Anna Maria Island.
Findings Of Fact Respondent Susan Negele (Applicant) owns Lot 10, Block 35, of the First Addition to Anna Maria Beach. Petitioner owns the legal interest in Lots 11 and 12 in the same block. Lot 11 is adjacent to, and landward of, Lot 10, and Lot 12 is adjacent to, and landward of, Lot 11. As platted in 1912, Lot 10 was separated from the Gulf by 360 feet, consisting, from landward to seaward, of two 50-foot lots, an unnamed 10-foot alley, a 100-foot lot, a 50-foot-wide road known as Gulf Boulevard, and about 100 feet of beach (although this feature does not contain a stated distance and the plat map does not indicate the location of the mean or seasonal high water line). According to the plat, running perpendicular to Gulf Boulevard (and the shoreline) are Elm Avenue and another unnamed 10-foot alley. Elm Avenue, which is 50-feet wide, runs along the northwest property line of Lot 10, and the unnamed alley runs along the southeast property line of Lot 10. Today, Lot 10 is the first platted feature landward of the seasonal high water line of the Gulf of Mexico. The record does not reveal whether the platted features seaward of Lot 10 were submerged at the time of the original subdivision or, if not, the process or processes that submerged these three lots, alley, road, and beach. Notwithstanding the clear evidence of the plat map, there is insufficient record evidence on which to base a finding that the mean or seasonal high water line has migrated landward a distance of 360 feet in 88 years. The record is contradictory on the issue of the stability of the beach seaward of Lot 10. On the one hand, as noted below, two rock groins of unknown age on either side of Lot 10 suggest an effort to deter offshore erosion, but the presence of these groins does not support an inference of a diminishing beach. The beach seaward of Lot 10 is included in the Comprehensive Beach Management Plan, which is reserved for beaches that are subject to erosion, but the record does not develop this point adequately. On the other hand, also as noted below, the anecdotal evidence suggests that the beach seaward of Lot 10 has been stable, at least for the past two or three decades. A recent survey, described below, suggests rapid growth in the beach and dune over the past 16 months. Even stronger evidence of the stability of the beach seaward of Lot 10 is its exclusion from the 30-year erosion projection. The record unfortunately does not disclose the proximity of this line to Lot 10, which, if in close proximity, would be important evidence of the condition of a beach and frontal dune system. In sum, the relative stability of the beach in the vicinity of Lot 10 is unclear. However, the exclusion of Lot 10 from the 30-year erosion projection and the anecdotal evidence of stability slightly outweigh the contrary evidence of instability. Applicant's family has owned Lot 10 for 50 years. Originally, they occupied two buildings on Lot 10 that had once served as Coast Guard barracks. At one point, Applicant's father barged the houses up the Manatee River to his father's farm in Palmetto. The record does not reveal whether another building was ever constructed on Lot 10. From an engineering standpoint, Lot 10 is a buildable lot. Applicant seeks the necessary permits to allow residential construction, so as to raise the market value of Lot 10 prior to its sale in order to liquidate this asset following the death of her surviving parent. By application filed with Respondent Department of Environmental Protection (DEP) on June 16, 1997, Applicant requested a coastal construction control line (CCCL) permit to construct a single-family residence on Lot 10. On June 30, 1999, DEP issued a Final Order tentatively granting the permit, but authorizing the construction of a structure with a footprint of only 352 square feet. Finding the allowable footprint insufficient, Applicant challenged the tentative agency action in DOAH Case No. 99-3913. Finding even a 352-square-foot footprint objectionable, Petitioner also challenged the tentative agency action in DOAH Case No. 99-3613. The Administrative Law Judge consolidated the two cases. Agency action in cases of this type is necessarily tentative because it is subject to administrative challenge, which, once resolved, allows final agency action to take place. However, the tentative agency action in this case is tentative in another important respect. DEP has approached the permitting decision in this case through a bifurcated process. DEP has issued a Final Order approving the proposed activity in concept, but has withheld issuing a Notice to Proceed, which is necessary before construction may commence. DEP has withheld issuing the Notice to Proceed until it receives more detailed plans for grading and revegetating the dune and it determines that these plans adequately address the protection of the beach and dune system. As noted below, the bifurcated permitting process defers DEP's examination of detailed grading and revegetation plans until after its issuance of the Final Order. DEP's expert testified that DEP provides a point of entry to challenge final orders, but not notices to proceed. (Tr., p. 174.) The expert testified that DEP would provide another point of entry concerning the proposed activity, but only if DEP were to issue another final order, such as for a "major modification" of the project (Tr., p. 174). But nothing in the record suggests that DEP will be issuing another final order following it's receipt of the more detailed grading and revegetation plans, whose approval by DEP is not subject to administrative challenge (absent successful judicial action to force DEP to provide another point of entry). (The record does not reveal whether DEP would provide Applicant with another point of entry if DEP were to disapprove the more detailed plans and decline to issue the Notice to Proceed.) The absence of an agency-recognized point of entry to challenge the detailed plans means that the analysis necessary to make the determinations required by law concerning the impacts of the proposed activities must be limited to the Permit, as it presently exists, and these determinations may not rely upon additional protections that may be supplied by more detailed plans that are not yet in existence. DEP and Applicant settled DOAH Case No. 99-3913 shortly prior to the final hearing. The settlement stipulation incorporates a new site plan showing the proposed residence moved landward so that it is seven feet landward of the vegetation line, but setback only three feet from the northeast property line (adjoining Lot 11) and five feet from the southeast property line (adjoining the alley). DEP approved the settlement on or about March 17, 2000. By letter dated March 22, 2000, DEP's counsel advised Applicant's counsel that DEP would announce at the final hearing that "it intends to issue the [Permit] . . . in accordance with the agreed location in [the revised site plan] and all other applicable conditions of the June 29, 1999, final order and June 30, 1999, letter from [DEP] to Charles Rose." The CCCL permit is dated June 29, 1999, and expires on June 29, 2002. References to the "Permit" shall include the subsequent modifications that resulted in the settlement of DOAH Case No. 99-3913 and the modifications described below. Petitioner objected to all evidence and any express or implied amendment of the pleadings at the final hearing to encompass subsequent Permit modifications, but the Administrative Law Judge overruled these objections. The Permit authorizes Respondent to conduct activities in a location that is seaward of the CCCL, but landward of the 30-year erosion projection and the existing line of construction established by major structures in the immediate area. According to the survey dated October 15, 1998, and architect's plans dated November 12, 1998, the residence to be constructed would be an elevated two-story frame structure, over a concrete pad, with a footprint of 952 square feet. The proposed structure would be similar in size and character to other residences in the area. A registered architect has signed and sealed all relevant construction plans. For the purpose of this recommended order, the seaward side of Lot 10 is its 110-foot side facing the southwest. This southwest property line runs from the west corner to the south corner of Lot 10. The north and east corners mark the 110-foot side of Lot 10 that abuts Lot 11; this is the northeast property line. As already noted, the two 50-foot sides of Lot 10 abut Elm Avenue and the unnamed 10-foot alley. As it exists in the ground, Elm Avenue is a strip of pavement 17 feet wide located in the middle of the 50-foot wide platted right-of-way. At present, the paved portion of Elm Avenue does not extend seaward of the midpoint of Lot 11. Applicant proposes the construction of a shell drive between the Elm Avenue right-of-way and the north corner of Lot 10, but this proposed activity is not the subject of the present case. The road right-of-way immediately adjacent to Lot 10 was occupied by a 60-foot wooden access walkway extending from the end of the road seaward, between the rock groin and the northwest line of Lot 10. However, this walkway was removed in the past couple of years. At present, the rock groin parallel to the northwest line of Lot 10 occupies the center of the road right-of-way, extending from Lot 10's midpoint, which is landward of the seasonal high water line, to a point seaward of mean sea level. Another rock groin runs from the unnamed alley along the southeast line of Lot 10, also from a point just landward of the seasonal high water line, and extends seaward of mean sea level. Running parallel to the two 50-foot lot lines of Lot 10 and perpendicular to the shoreline, these two rock groins may offer some protection from erosion by affecting sand traveling offshore, but do not otherwise directly offer any protection to the beach and dune system. As established by Applicant, landward from the Gulf, relevant natural features are located as follows. Mean sea level, which is 0.00 feet National Geodetic Vertical Datum (NGVD), is over 50 feet seaward of the west corner of Lot 10 and over 100 feet seaward of the south corner of Lot 10. Mean high water, which is 1.2 feet NGVD, is 35 feet seaward of the west corner of Lot 10 and about 75 feet seaward the south corner of Lot 10. Seasonal high water, which is 3.63 feet NGVD, is about 10 feet landward of the west corner of Lot 10 and about 25 feet seaward of the south corner of Lot 10. About 15-20 square feet of the relatively low west side of Lot 10 is submerged at seasonal high water. In two respects, Petitioner's survey, which was dated March 25, 2000, establishes that, at least for the past 16 months, the beach and dune system is flourishing, not eroding. First, mean high water is now farther from Lot 10 than it was in late 1998. In the intervening 16 months, the mean high water line has migrated to a point 77 feet seaward of the west corner of Lot 10--a distance of 37 feet in less than one and one- half years. During the same period, the mean high water line has migrated from 75 feet to 102 feet--a distance of 27 feet--seaward of the south corner of Lot 10. Second, the newer survey reveals that the seven-foot contour, which is shown on Applicant's survey as a small area at the midpoint of the southeast lot line, now extends across the southeastern two-thirds of the central portion of the lot. It is difficult to estimate from the surveys, but the area of at least seven-foot elevation appears to be six or seven times larger than it was 16 months ago, although a very small area of eight-foot elevation shown on Applicant's survey appears to have disappeared. Both surveys show that the six-foot contour line roughly bisects Lot 10 diagonally from the north to the south corners. Evidence of beach stability supplied from the March 2000 survey is reinforced by anecdotal testimony that the beach at this location has been stable for at least 20 years. In general, the beach at this location is not as dynamic as beaches found elsewhere in Florida. The CCCL is about 259 feet landward of the north corner of Lot 10 and about 222 feet landward of the east corner of Lot The CCCL is landward of Petitioner's Lots 11 and 12, as well as the next two 50-foot wide lots and nearly the entirety of Gulf Drive (Snapper Street on the plat) adjoining this block. According to Applicant's survey, the seaward toe of the frontal dune runs roughly along the seaward six-foot contour, perhaps 10 feet seaward of this contour at the west corner and a perhaps five feet landward of this contour at the south corner. The vegetation line runs 3-5 feet landward of the surveyed seaward toe of the dune. According to Applicant's survey, the frontal dune continues over the landward half of Lot 10, excluding only a 10-square-foot area at the east corner and extending well across the southeastern line of Lot 11, so as to capture about one-fifth of that lot. However, the surveys do not support an independent determination of the toes of the frontal dune or, thus, its width. DEP's expert testified that the landward toe of the dune is probably landward of the surveyed location. Also, the scale of the surveys did not facilitate analysis of subtle changes in slope, which would be indicative of the toes of a low frontal dune, such as is involved in this case. DEP's expert opined that a maximum elevation of seven or eight feet NGVD meant, at this general location, that the toes would probably be at the five- foot contours. If so, the seaward toe would be about 10-15 feet seaward of its surveyed location, and the landward toe would be at an undetermined location landward of Lot 10. Several dynamic processes underlie the beach and frontal dune system. Perhaps most obviously, plants rooted in a dune capture sand and, thus, add to the size of a dune. The absence of such plants facilitates a reduction in dune size. The stability of a dune is also affected by the slopes of its seaward and landward sides and the size of the grains of sand constituting the dune. When restoring a dune, adherence to historic slopes and elevations enhances the possibility of a successful dune restoration. Deviation from these slopes and elevations raises the risk of failure. The same is true regarding the size and characteristics of the grains of sand used to restore a dune. Another factor important in dune stability, as well as upland protection, is the continuity of the dune. A shorter dune, in terms of its length running parallel to the shoreline, is less stable and obviously offers less landward protection than a longer dune. As originally proposed, Respondent's home would occupy the east corner of Lot 10. The southwest side of the residence (facing the Gulf) would have been about one foot seaward of the vegetation line and only one to two feet landward of the surveyed seaward toe of the frontal dune. The landward side of the residence would have been 10 feet seaward of the northeast side of Lot 10. The proposed home would have been setback 10 feet from the northeast and southeast property lines. Shortly prior to the commencement of the hearing, Applicant modified the proposed plans, and DEP modified the Permit. These changes would relocate the proposed residence so that it was seven feet landward of the vegetation line, but setback only three feet from the northeast line and five feet from the southeast line. Despite its relocation landward from its original proposed location, the entire residence would occupy the frontal dune. More specifically, the residence would sit on the seaward side of the frontal dune. The Permit imposes a number of special conditions upon the construction of Respondent's residence. Consistent with DEP's bifurcation of the permitting process in this case, these special conditions prohibit the commencement of construction until Respondent submits plans and specifications "includ[ing] or reflect[ing] the following:" 1.1 A revised site plan including the distances relative to coastal construction control line to all the authorized structures with dimensions. The revised site plan shall depict the dwelling relocated to within 3 feet of the upland lot line and not exceeding a distance of 244 feet seaward. * * * 1.5 A revised grading plan depicting the restored dune extending across the entire parcel with a minimum crest elevation of +7.0 feet (NGVD). * * * The fill material shall be obtained 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. This fill material shall be free of construction debris, rocks, or other foreign matter. A sample of the sand shall be provided to the staff representative during the preconstruction conference. All permanent exterior lighting shall be installed and maintained as depicted in approved lighting schematic. No additional exterior lighting is authorized. CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the shore-parallel and seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. The present proposed location of the residence is not landward of a line running 244 feet seaward of the CCCL. Roughly one-third of the proposed residence would be seaward of this line, which is set forth in the Permit. Addressing the obvious conflict between the restriction contained in Permit Paragraph 1.1 prohibiting any structure seaward of a point 244 feet seaward of the CCCL and its approval of the new location for the residence, DEP announced at the hearing a new Permit Paragraph 1.1, which reads: The revised site plan shall depict the dwelling relocated within three feet of the upland lot line and not exceeding a distance of 250 feet seaward of the CCCL on the southwest corner and 255 feet seaward of the CCCL on the northwest corner. (Tr., pp. 119-20.) The revised site plan clarifies that the reference to "three feet" means the three-foot setback on the northeast lot line. The references to the southwest and northwest corners are, respectively, to the southernmost corner, which, when used with respect to Lot 10 in this recommended order, is described as the south corner, and the westernmost corner, which, when used with respect to Lot 10 in this recommended order, is described as the west corner. (For ease of reference at the hearing, counsel, the witnesses, and Administrative Law Judge reoriented Lot 10 by referring to the southwest lot line as the west lot line and treating the Gulf, which is southwest of Lot 10, as though it were due west of Lot 10.) At present, Applicant has submitted no grading plans, which would address the seaward toe of the frontal dune after construction. The landward toe is not on Applicant's property, so Applicant will not be able to change the slope of the landward side of the dune by adding sand to the portion of this dune not contained within Lot 10. As identified to this point, the Permit's requirements for dune restoration are sketchy, reliant upon more detailed grading plans that are not yet in existence. Permit Paragraph 5 adequately specifies the grain size. However, the Permit fails to specify the slopes, leaving this crucial element of the dune to the more detailed grading plans. Under the Permit, Applicant would be required to supply a specified volume of sand to the site. This volume was calculated to be sufficient, based on Applicant's survey, to raise the portion of the dune northwest of the seven-foot contour to an elevation of seven feet NGVD. However, if Petitioner's survey is correct, much less sand will be needed to raise the elevation to seven feet NGVD, so the "excess" sand will widen the dune. This recommended order has credited both surveys, so Applicant's survey provides the relevant details except for the more recent information supplied by Petitioner's survey concerning the locations of the mean high water line and the seven-foot contour. The widening of the dune authorized by the Final Order necessarily changes the dune's profile by extending the seaward toe closer to the shoreline and probably changes the slope of the seaward toe of the dune. Additionally, raising the elevation of the dune in the northeastern portion of Lot 10 will dramatically change its landward profile, given the fact that Applicant cannot add sand to the large portion of the dune landward of Lot 10. The effects of these alterations of the dune profile are entirely unknown to Applicant and DEP. Failing to perform the preliminary tasks of locating the existing dimensions of the dune--in terms of its width (perpendicular to the shoreline) and its length (parallel to the shoreline)-- Applicant and DEP lacked the baseline data upon which they could then analyze the construction and post-construction effects of placing Applicant's residence atop this dune. The present stability of the beach and dune system at Lot 10 does not dispense with the necessity of such analysis in making the determinations required by the relevant law. Additionally, the Permit fails to address the revegetation of the dune, again leaving this issue to more detailed plans not yet in existence. Specifically, Applicant has submitted no plans establishing a replanting scheme with specified species at specified distances, criteria by which to measure the success of the revegetation process (e.g., X percent coverage after one year), and a monitoring and enforcement program. Lastly, although the City of Anna Maria issued a letter approving of the proposed plans when Applicant proposed ten-foot setbacks, the City of Anna Maria has not had a chance to comment upon the proposal of three- and five-foot setbacks. Land use regulations of the City of Anna Maria require greater setbacks than these. As distinguished from its treatment of the dune profile and vegetation, the Permit supplies ample assurances that the proposed activities would be conducted in such a way as not to disturb nesting sea turtles, which, according to the record, infrequently occupy this specific location. Permit provisions, such as those scheduling construction and governing construction and post-construction lighting, adequately address the relatively simple task of protecting this lightly used nesting habitat.
Recommendation It is RECOMMENDED that the Department of Environmental Protection enter a final order denying the application for a coastal construction control line permit to construct a residence at the location indicated at the hearing. DONE AND ENTERED this 13th day of June, 2000, in Tallahassee, Leon County, Florida. ROBERT E. MEALE Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 13th day of June, 2000. COPIES FURNISHED: Kathy Carter, Agency Clerk Office of the General Counsel Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Teri Donaldson, General Counsel Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Adam Mohammadbhoy Harllee Porges Post Office Box 9320 Bradenton, Florida 34205 S.W. Moore Brigham Moore 100 Wallace Avenue, Suite 310 Sarasota, Florida 34237 Francine M. Ffolkes Senior Assistant General Counsel Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-9314
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following relevant facts are found: By application dated March 9, 1981, and received by the DNR's Bureau of Beaches and Shores on March 13, 1981, respondent sought a permit to construct five single-family dwellings on five 64-foot-wide parcels of land located seaward of the established coastal construction control line (CCCL) on Grayton Beach. Attached to the application were site plans, an affidavit of ownership and a warranty deed showing respondent Roberts to be the owner of the subject property. (DNR Exhibit 1) Question number 5 on the permit application required the "specific reasons the applicant feels that the permit should be approved and why construction seaward of the control line . . . is considered necessary for reasonable use of the property." The answer provided by the applicant to this question was "the landward property line is located 150 feet seaward of the control line. Therefore, no upland property is available on the site for development." (DNR Exhibit 1) By form letter dated March 16, 1981, DNR notified respondent Roberts that his application for a permit was incomplete and that two further items of information were necessary before his application could be considered. One item was written evidence that the proposed project would not contravene local setback requirements or zoning or building codes. The other item was detailed site, grading, drainage and structural plans and specifications for the proposed structure. These plans were to be certified by a registered Florida engineer or architect. (DNR Exhibit 2) On or about March 31, 1981, the DNR received the certified architectural plans from the project architect, who is registered in the State of Florida. These plans, as well as the site plans submitted by the engineer, contained the signature and seal of the architect and the engineer. They each intended their signature and seal to constitute a certification that, in their opinion, the drawings or plans were in compliance with all statutes, rules, local ordinances and/or other regulations which govern the project. A certification of documents by the placement of signature and seal of an engineer or architect is the commonly accepted practice and usage in those professions. It is not the policy of DNR to require an itemized certification reciting every requirement of the DNR rules. By form letter dated April 6, 1981, the DNR notified the applicant that written evidence of compliance with local government regulations was still lacking. (DNR Exhibit 4) On April 13, 1981, DNR received a letter dated April 9, 1981 from the Walton County Attorney advising that "The Board of County Commissioners of Walton County has no local setback requirements or zoning or building requirements which would prohibit the proposed activity as submitted to the Bureau." (DNR Exhibit 5) This letter satisfied the requirement of Rule 16B-33.08(1)(c), Florida Administrative Code, that the proposed project would not contravene local setback requirements or zoning or building codes. Full scale copies of topographic and site plans were received by the Bureau of Beaches and Shores on April 15, 1981. The application for a permit was deemed complete as of April 15, 1981, (DNR Exhibit 7), and respondent Roberts' agent was notified by letter dated June 23, 1981 that the DNR Executive Director had recommended to the Governor and Cabinet (the agency head of the DNR) approval of the application. (DNR Exhibit 10) The completed application reflects that the five single-family dwellings are to be supported by treated timber pilings with an underside minimum elevation of +14 feet (NGVD). The Federal Base Flooding Elevation for Grayton Beach is +9 feet (NGVD). The architect has certified that the proposed dwelling units are designed to withstand 140 mile per hour winds. The seaward- most dwelling of the five is a maximum of 263 feet seaward of the coastal construction control line, and the applicant's entire parcel of land is located over 150 feet seaward of the control line. The project is located approximately 230 feet from the mean high water line. The project also includes the construction of a private road, septic tanks and drainfields. The dune system in front of the proposed structure will offer substantial protection to the structure against storm and wave action. The excavation proposed includes that necessary for the placement of the pilings, the septic tanks and the drainfields, and the construction of the proposed driveway. The proposed drainfields will extend partially above existing grade and fill material i11 be placed over them. The driveway consists of a 16-foot asphalt paved road located landward of the proposed dwellings. The dunes will be reduced in height where the driveway is to be constructed. It is not clear from the testimony or the documentary evidence adduced at the hearing where the parking of vehicles belonging to residents or guests of the five units is to occur. While there was testimony from Mr. Truitt to the effect that no net loss of sand will occur and that the project will involve more of a balancing of grade as opposed to excavation, the engineering plans submitted with the application illustrate at least nine rather large areas of cut and fill associated with the driveway, septic tanks and drainfields. The project engineer had considered no studies on the topography or littoral trends of this specific site, had no knowledge of engineering data regarding adjacent properties and had not reviewed any data regarding major storms on the subject project site. The engineering plans submitted as a part of the application contain a diagram illustrating five separate 750 gallon septic tank systems, one for each dwelling unit, with the "drainfield [for each unit] to be constructed in accordance with Chapter 10D-6, F.A.C." (DNR Exhibit 1) The larger scale engineer's drawing submitted to DNR on April 15, 1981, gives more specific information regarding the location and depth of the below grade drainfields on the seaward side of the structures. A DNR interoffice memorandum dated June 1, 1981, reflects that the applicant's agent agreed in a telephone conversation that, "if possible, he would move the septic tank (750 gal) and related drainfields to the landward side of the buildings." (Joint Exhibit 1) The Cabinet agenda item dated later in time, however, notes that the "septic tanks (750 gallon) and drainfields will extend an additional 50 feet seaward of each dwelling." (DNR Exhibit 8) The exact proposed location of the septic tanks and drainfields was not clarified at the final hearing, nor was sufficient evidence adduced concerning the justification for the proposed discharge system. Evidence concerning the availability of any existing alternatives to the system proposed by the applicant was not adduced, nor was evidence presented concerning storm water discharge. As of the time of the hearing in this matter, the applicant had no plans for heating or cooling the five dwelling units. When asked at the hearing what "justification" the Bureau of Beaches and Shores received for the proposed waste water discharge system, Mr. Clifford Truitt, the Bureau's chief engineer and the person responsible for review of this application, replied in two ways. First, he stated that the fact that the property was located entirely seaward of the CCCL was justification for the discharge system. However, he admitted that a "dry sanitary system" would be a better alternative. Later, Mr. Truitt stated that "justification" for the domestic waste system is only required when there is a beach level discharge. Mr. Truitt was accepted as an expert witness in the area of coastal engineering. His opinions regarding the proposed project were based upon his review of aerial photography of the Grayton Beach area and comparison of topographic profiles of the area, his review of the engineering and topographic information submitted with the application itself and his familiarity with the project location. No evidence was adduced that engineering data concerning storm tides related to shoreline topography was considered by Mr. Truitt or anyone else. No specific studies exist regarding the stability, littoral trends or the erosional history of the proposed site and surrounding area. The project site has been the subject of other permit applications considered by the DNR, and Mr. Truitt was of the opinion that a mitigating feature of the present application was that "the present proposal has the lowest density and least extension seaward of the control line of any proposal to date." (DNR Exhibit 8) It was Mr. Truitt's opinion that the dwelling unit structures were adequately elevated and designed to adequately resist the natural forces associated with a 100-year return interval storm event and would not increase the threat of damage or danger to nearby structures. Factual evidence concerning the 100-year storm event was not presented at the hearing. Mr. Truitt further opined, without the aid of engineering data or the studies mentioned above, that the proposed construction would not affect the natural shoreline fluctuations or the stability of the dunes in the area. Such an opinion contains no factual basis in the record of this proceeding, and thus is not sufficient evidence upon which to make a similar finding of fact. On various sporadic occasions, a waterway or pass connecting Western Lake to the Gulf of Mexico runs in a westerly direction in the vicinity of the applicant's property. At times, this watercourse has been wide and deep enough to allow swimming, diving and the passage of small boats. The witnesses who testified about this watercourse were not qualified as surveyors or experts in estimating or calculating the exact location of that watercourse relative to the proposed site, and there was no testimony that such an event had occurred within the past twenty years. At least two witnesses testified that the last time they could recall the watercourse or pass traversing or abutting the applicant's property was in the late 1950s. The proposed project site has been covered with storm waters on at least two occasions in the past seven years. No evidence was adduced at the hearing concerning the substantial interests in this permit application of named petitioners Colonel G. A. P. Haynes, Mr. and Mrs. Roy Cawthon, Mrs. Kate Florence, Mrs. Burton Murray, Colonel and Mrs. Lee Fry, Mrs. Laney Ellis and Mrs. Randall Jones. Mrs. G. A. P. Haynes, one of the petitioners in this proceeding, owns and resides on property immediately adjacent to the project site, and presently entertains an unbroken view of the beachfront. She is concerned with potential sewage problems and damage to her residence from flying debris caused by wind or storm should the proposed construction be approved. Mrs. Haynes was also concerned about the potential adverse effect of the proposed construction on the value of her adjacent property. Petitioner Burton Murray lives to the north of the project site, at least several hundred feet away. His prime concern was that no structure could survive at that location and that the project would therefore be a waste of money. Petitioner Elizabeth Hayes Jones (named as Ms. Lisbeth Haas in the petition) lives across the street and to the east of the project site. Her residence was completely destroyed by hurricane and has since been rebuilt at the same site. She feels that the applicant's project site is not safe for construction, and fears storm damage to her home from the buildings if constructed.
Recommendation Based upon the findings of fact and conclusions of law recited herein it is RECOMMENDED that the application for a coastal construction control line permit to construct five single-family dwellings on Grayton Beach be DENIED. Respectfully submitted and entered this 25th day of May, 1982. DIANE D. TREMOR, 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 25th day of May, 1982. COPIES FURNISHED: Jerry W. Gerde, Esquire Davenport, Johnston, Harris, Gerde & Harrison, P. A. 406 Magnolia Avenue Panama City, Florida 32401 W. Paul Thompson, Esquire Thompson and Adkinson P. O. Drawer 608 DeFuniak Springs, Florida 32433 Deborah A. Getzoff, Esquire Department of Natural Resources 3900 Commonwealth Boulevard Douglas Building, Suite 1003 Tallahassee, Florida 32303 Dr. Elton J. Gissendanner Executive Director Department of Natural Resources 3900 Commonwealth Boulevard Tallahassee, Florida 32303
Findings Of Fact On December 12, 1988, Petitioners filed an application with Respondent for a permit to construct improvements to real property seaward of the coastal construction control line (CCCL). Petitioners' property is located at 2400 North Atlantic Boulevard, Fort Lauderdale, Florida. The parcel of land owned by Petitioners measures approximately 50' in width and 140' in depth and is located in a primarily residential area of beachfront property with high property values. On this parcel is a residence that is approximately 1600 square feet in size. The residence is constructed on reinforced concrete pilings. There are many other residential and commercial structures in this area which are also constructed on reinforced concrete pilings. The improvements to this property seaward of the CCCL that Petitioners desire to make and that Respondent finds objectionable is the construction of a poured monolithic reinforced concrete slab patio supported by twenty-one reinforced concrete pilings. The patio would be approximately 27' by 50' in size. On November 17, 1987, Respondent approved an application filed by a previous owner of this property for the construction of a patio to be constructed with concrete pavers. Petitioners arranged to have the previously approved permit transferred to their name. The project contemplated by the subject application employs a different method of construction than the one permitted in 1987 because Petitioners desire to have a patio that is more attractive and is easier to maintain. Petitioners are also concerned that concrete pavers will be hazardous during a storm since they may be subject to being swept along by high winds and water. Petitioners have valid reasons for preferring the method of construction reflected by the subject application based on aesthetic and maintenance considerations. However, Petitioners did not establish that the proposed method of construction was necessary as a safety measure. To the contrary, the greater weight of the evidence was that blocks the size of the pavers to be used for the construction that has been permitted would not be propelled by either hydrodynamic or aerodynamic forces during a major storm as Petitioners contend. Instead, these blocks would likely be undermined during a major storm and, because of their weight, fall as the beach is eroded. Respondent has regulatory authority over the property in question. Respondent's regulatory authority, which includes rule making authority, is conferred by statute. Respondent's responsibilities include the preservation of the beach-dune area within its jurisdiction. There is a relationship between the siting of a structure, in terms of its proximity to the shoreline, and the likelihood that the structure will have an impact on the beach and dune systems. The subject patio is to be located within the beach-dune system. The patio Petitioners propose to construct on concrete pilings would have more of an adverse impact on the beach-dune system than a patio constructed of concrete pavers. During a major storm, greater erosion on the site around the pilings will occur as a result of scour. Following a major storm, the ability of a dune to re-form will be more inhibited if the patio is supported by pilings. Considering the hundreds of thousands of pilings that are already in place along the beach, the effect of the twenty-one pilings proposed by Petitioners, whether considered individually or cumulatively, will be insignificant. A patio is usually considered by Respondent to be a "minor structure". "Minor structures" are non-habitable structures that are generally designed to be expendable during a major storm event. Dune walkovers, viewing platforms, and decks are examples of minor structures. A patio constructed of concrete pavers would be another example. The nature of their construction permits minor structures to be placed more closely to the shoreline than major structures. The patio as proposed Petitioners has been properly categorized by Respondent as being a "major structure" since it is designed to withstand a major storm event. Respondent has not to date permitted any major structure as far east of the CCCL in this area of Broward County as Petitioner's proposed project. All major structures constructed on pilings that are that far east of the CCCL were built before permits were required. Respondent is concerned that the granting of the subject permit will set a precedent that will require the issuance of permits for the construction of other major structures as far seaward of the CCCL as the Petitioners' proposed project, and that such construction would result in a cumulative adverse impact on the beach-dune system.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED: That Respondent enter a final order which denies the subject permit. DONE AND ENTERED this 20th day of September, 1990, in Tallahassee, Leon County, Florida. CLAUDE B. ARRINGTON Hearing Officer The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 904/488-9675 Filed with the Clerk of the Division of Administrative Hearings this 20th day of September, 1990. APPENDIX TO THE RECOMMENDED ORDER The following rulings are made on the proposed findings of fact submitted on behalf of the Petitioners. The proposed findings of fact in paragraphs 1-6 and 8-10 are adopted in material part by the Recommended Order. The proposed findings of fact in paragraph 7 are rejected as being contrary to the greater weight of the evidence. The proposed findings of fact in paragraph 8 are rejected as being argument. The proposed findings of fact in the first sentence of paragraph 11 are adopted in material part by the Recommended Order. The proposed findings of fact in the second sentence of paragraph 11 are rejected as being contrary to the greater weight of the evidence. The proposed findings of fact in the third sentence of paragraph 11 are rejected as being unnecessary to the conclusions reached. The proposed findings of fact in paragraph 12 are rejected as being subordinate to the findings made. The proposed findings of fact in paragraph 13 are rejected as being conclusions of law that are unnecessary to the conclusions reached. The proposed findings of fact in paragraph 14 are rejected as being unsubstantiated by the evidence. While Petitioners' application included as a proposed condition to the issuance of the permit, a covenant running with the land that would require the property owner to reconstruct the beach-dune system in the event of destruction by a major storm, the evidence did not establish, as Petitioners proposed, that the covenant would "... protect the interests of DNR and its long term end of protecting the dunes and beaches". The following rulings are made on the proposed findings of fact submitted on behalf of the Respondent. The proposed findings of fact in paragraphs 1-2, 5-6, 10-16, 24-27, 30-31, and 33 are adopted in material part by paragraph 1 of the Recommended Order. The proposed findings of fact in paragraphs 3 and 4 are rejected as being unnecessary to the conclusions reached. The proposed findings of fact in paragraph 21 are rejected as being subordinate to the findings made. The proposed findings of fact in paragraphs 7-9 and 28-29 are rejected as being unnecessary to the conclusions reached or as being subordinate to the findings made. The proposed findings of fact in paragraphs 17-20, 23, and 32 are rejected as being unnecessary to the conclusions reached. These proposed findings are incorporated in part as conclusions of law. The proposed findings of fact in paragraph 22 are adopted in part by the Recommended Order, and are rejected in part as being subordinate to the findings made. COPIES FURNISHED: Kenneth G. Stevens 412 Northeast Fourth Street Fort Lauderdale, Florida 33301 Dana M. Wiehle, Esquire Assistant General Counsel Department of Natural Resources 3900 Commonwealth Boulevard Room 1003 Tallahassee, Florida 32399-3000 Tom Gardner Executive Director Department of Natural Resources 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Ken Plante General Counsel Department of Natural Resources 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000
The Issue At issue in this proceeding is whether a development order (building permit) issued by Monroe County to John and Alice Scott, Owners, and Hugh E. Rhodus, General Contractor, for the construction of a vertical seawall/dock on Lots 31 and 32, White Marlin Beach subdivision, Matecumbe Key, Monroe County, Florida, is consistent with the Monroe County Comprehensive Plan and land development regulations.
Findings Of Fact The Property Respondents John and Alice Scott are the owners of two canal front lots known as Lots 31 and 32, White Marlin Beach subdivision, Matecumbe Key, Monroe County, Florida. Lots 31 and 32 were acquired in 1968 and 1970 and are undeveloped. The subject lots are in incorporated Monroe County, Florida, and are zoned Improved Subdivision (IS). The Scotts reside on a third lot facing the bay that is across the street from the subject lots. Respondents' lots are within the Florida Keys Area of Critical State Concern. The land where the White Marlin Beach subdivision is located was at one time all mangroves and other trees. The subdivision was created in 1955-56 by means of dredge and fill activities. During the late 1960s and early 1970s, the shorelines of Lots 31 and 32 were even with an existing bulkhead on an adjacent lot. Very small mangroves were beginning to revegetate the shorelines. By 1979-1980, some shoreline erosion had occurred on the lots, estimated at 5-6 feet. At some unknown time thereafter, additional shoreline erosion occurred, estimated at its greatest point to be approximately 10 feet from the original platted fill line. At the time the permit application was considered and at the time of the hearing, the revegetated mangroves had grown into a substantial fringe of high complexity, running the entire 117-foot length of the two lots and varying from 5 to 15 feet in width. Some of the trees are as tall as 12 feet. The area in which the mangroves have revegetated slopes gently toward the canal. It constitutes a shallow water habitat which, in addition to the mangrove vegetation, supports crabs, juvenile fish, algae, and seagrasses. The expert witnesses of both Petitioner and Respondent testified that the mature mangrove fringe on the two lots has stabilized the land area adjacent to the canal. Landward of the mangrove fringe, the lots are comprised of unconsolidated sand used to create the lots. The edges of the fill material form a gentle slope from as low as six inches up to 24 inches at one extreme. Upland erosion is occurring along the edge of the unconsolidated fill, washing down the slope of the fill into the mangroves. Erosion of the edges of upland fill is a common occurrence in the Florida Keys. 10 The unconsolidated fill material where the erosion is occurring constitutes the uplands portion of the lots and is caused by weather events (wind and rain), rather than by tidal or wave action. There is active boating traffic on the subject canal; many large commercial and pleasure boats use the canal. Marine fuel and supplies are sold at Angelo's. There is a commercial fishing "village" located at and around Angelo's. To reach open water, i.e., the Gulf bay, boats must pass lots 31 and 32 after leaving Angelo's. Most of the other lots on the same canal as lots 31 and 32 are primarily protected by seawalls. The Scotts, under the subject seawall permit, are seeking to tie in to the adjoining seawall for consistency in community character and appearance. The adjoining property owners and many of the neighboring property owners want the mangroves removed and a seawall built to protect lots 31 and 32. Permit Application and Issuance On March 11, 1992, the Scotts applied to Monroe County for a permit to construct a seawall on Lots 31 and 32, White Marlin Beach subdivision. The Scotts' seawall permit application was denied by Pat McNeese, the Monroe County Environmental Resources Director, based upon her conclusion that erosion was not occurring on the lots and thus a seawall was not allowed under the Monroe County land development regulations. The Scotts appealed Ms. McNeese's decision to the Monroe County Planning Commission. As part of their evidence, Respondents offered a certified land survey conducted on November 1, 1992, which shows that the approximate shoreline of the property is at its greatest point roughly 10 feet landward of the platted shoreline. After hearing, the Planning Commission upheld Ms. McNeese's decision to deny the permit. The Scotts then appealed the Planning Commission's decision to the Monroe County Board of County Commissioners. The Board overturned the Planning Commission. The Board found that the Scotts are entitled to a permit to develop a seawall for erosion control under the provisions of Section 9.5-345(m)(2)(b), Monroe County Code. On April 19, 1993, Monroe County issued building permit number 9230005939 which is the subject of this proceeding. The permit was rendered to the Department on April 21, 1994, and was appealed by the Department 45 days thereafter. Monroe County Comprehensive Plan and Land Development Regulations The Monroe County Comprehensive Plan contains various policies directed toward preservation or conservation of the Keys environment and maintenance of water quality. Section 2.104, Nearshore Waters, Monroe County Comprehensive Plan, Volume II, Future Land Use Element, states, in part, that: The Florida Keys are dependent on nearshore water quality for their environmental and economic integrity. The heart of the Florida Keys economy, the means by which Monroe County exists as a civil and social institution, is based on its unique, oceanic character. If nearshore water quality is not maintained, then quality of life and the economy of Monroe County will be directly and immediately impacted. OBJECTIVES 1. To protect, maintain and, where appropriate, improve the quality of nearshore waters in Monroe County. * * * POLICIES 1. To prohibit land uses that directly or indirectly degrade nearshore water quality. * * * To prohibit the development of water dependent facilities, including marinas, at locations that would involve significant degradation of the biological character of submerged lands. To limit the location of water-dependent facilities at locations that will not have a significant adverse impact on off-shore resources of particular importance. For the purposes of this policy, off-shore resources of particular importance shall mean hard coral bottoms, habitats of state or federal threatened and endangered species, shallow water areas with natural marine communities with depths at mean low tide of less than four (4) feet, and all designated Aquatic Preserves under Ch. 253.39 et seq. the [sic] Florida Statutes. The Monroe County Comprehensive Plan, Volume II, Sec. 2-115 entitled "Enforcement" provides: A major component of any future land use element is the need to strictly enforce implementing regulations. If Monroe County is to achieve the promise of this Plan, it is essential that all persons involved in the land development process adhere to the requirement of this Plan and that the integrity of the development review process be protected. The Monroe County Comprehensive Plan, Future Land Use Element, Volume II, Natural Vegetation Management Policies provides: In recognizing the need to preserve as much natural vegetation as possible, the County will direct its land use and development regulations to minimize destruction of natural vegetation and modification of landscape. Guidelines and performance standards designed to protect natural vegetation from development will be developed and enforced. Clearing of native vegetation for development will be controlled. * * * 3. Regulations controlling development in areas characterized primarily by wetland vegetative species such as mangrove and associated vegetation will emphasize preservation of natural vegetation to the maximum degree possible. * * * 8. The existing County ordinances designed to protect and conserve natural vegetation will be strictly interpreted, rigidly enforced, and/or amended when necessary. * * * Of all the natural landforms and features which must be given due consideration in their protection, protection of the shoreline is of prime concern. . . . Chapter VII, Coastal Zone Protection Element, Marine Resources Management Policies section, Future Land Use Element, Monroe County Comprehensive Plan, Volume II, states that: Recognizing the crucial role that the marine environment plays in the local economy, the protection, conservation, and management of marine resources will be viewed as an issue requiring the County's utmost attention. In an effort to protect and conserve marine resources, emphasis will be placed on protecting the entire marine eco-system. 1.2. To this end, maintenance of water quality; protection of marine flora and fauna, including shoreline vegetation; and preservation of coral reefs will be regarded as being absolutely essential to maintaining the integrity of the marine system. Utilization of marine resources will be judged sound or unsound from the standpoint of whether or not a permitted use insures conservation and long-term maintenance of the resource. * * * Land and water activities which are incompa- tible with the preservation of marine resources because of their potential adverse effects will be prohibited, restricted, or carefully regulated depending upon the nature of the activity and the extent of potential impact. Development of bulkheads (the vertical component of a seawall) is characterized in the Monroe County Comprehensive Plan as "shoreline modification" and is addressed in Volume II as follows: Shoreline Modification Shoreline generally requires some degree of modification before it can be utilized for development of any sort. But such modification, unless carefully planned, can have adverse effects far beyond the area directly altered for development. For this reason, all shoreline modifications are subject to close scrutiny and regulation by local, State and Federal agencies. The following guidelines should be used at the local level to minimize the impact of shoreline modifications of different types. Bulkheads and Bulkhead Lines Bulkhead lines should be set at, or landward of, the mean high water line or the landward boundary of the shoreline protection zone, which- ever is applicable. Where possible, sloping rip-rap structures and coastal vegetation should be used rather than vertical seawalls. The Monroe County land development regulations provide in pertinent part: Sec. 9.5-288. Bulkheads, seawalls, riprap and fences. Bulkheads, seawalls, riprap and fences may be allowed as principal uses where it is demonstrated that their purpose is for erosion protection or upland protection (except for the Big Pine Area of Critical County Concern). Seawalls, in any configuration to include integral steps, ladders, platforms, quays, wharfs, and integral docks landward of seawalls, are permitted, with or without a principal building, in all land use districts for the purpose of erosion control. . . . Riprap placement is permitted without a principal structure for erosion control. * * * Sec. 9.5-335. Purpose of environmental perform- ance standards. It is the purpose of this division to provide for the conservation and protection of the environmental resources of the Florida Keys by ensuring that the functional integrity of natural areas is protected when land is developed. * * * Sec. 9.5-345. Environmental design criteria. (m) Mangroves and Submerged Lands: Except as provided in paragraph (3), only piers, docks, utility pilings and walkways shall be permitted on mangroves and submerged lands; All structures on any submerged lands and mangroves shall be designed, located and constructed such that: All structures shall be constructed on pilings or other supports; Bulkheads and seawalls shall be permitted only to stabilize disturbed shorelines or to replace deteriorated existing bulkheads and seawalls; * * * d. No docking facility shall be developed at any site unless a minimum channel of twenty (20) feet in width where a mean low water depth of at least minus four (4) feet exists; No fill shall be permitted in any natural water body; No fill shall be permitted in any manmade water body unless the applicant demonstrates that the activity will not have a significant adverse impact on natural marine communities. * * * Sec. 9.5-4. Definitions. (W-1) Water at least four (4) feet below mean sea level at mean low tide means locations that will not have a significant adverse impact on off- shore resources of particular importance. For the purpose of this definition, "off-shore resources of particular importance" shall mean hard coral bottoms, habitat of state or federal threatened and endangered species, shallow water areas with natural marine communities with depths at mean low tide of less than four (4) feet and all designated aquatic preserves under Florida Statutes section 258.39 et seq. The land development regulations must be implemented in a manner consistent with the Monroe County Comprehensive Plan. Seawall The shoreline is generally the area between mean high water and mean low water. For regulatory purposes, the "shoreline" is considered to be mean high water. While a seawall will protect shoreline property, there are negative impacts associated with development of seawalls which merit consideration. In this case, development of the permitted seawall would involve elimination of the existing mature mangrove fringe, which filters upland runoff, and filling in the shelf, including submerged lands, which provides habitat for juvenile fish, crabs and algae. Water quality in the White Marlin Beach canals will deteriorate as additional seawalls are constructed. Wave force is increased as waves bounce off one seawall and then another, which in turn brings up sediments which may contain pollutants. Increased wave force also draws sediments out from under existing bulkheads, causing or contributing to their deterioration and adding to the suspended sediments in the canal. Riprap and coastal vegetation absorb rather than intensify wave energy. While some amount of shoreline erosion occurred on Lots 31 and 32 during the 1970s and at some time thereafter, the shorelines on Lots 31 and 32 are now stabilized by the existing mangrove fringe. Since the shorelines of Lots 31 and 32 are not presently eroding, that portion of the permit which authorizes the removal of the shoreline vegetation and development of a vertical seawall is not consistent with the Monroe County land development regulations. Rip-Rap Even if shoreline erosion were occurring, a seawall or bulkhead to stabilize the shoreline would still not be authorized under the Monroe County Comprehensive Plan and land development regulations. The shoreline on Lots 31 and 32 is gently sloping, with only about 1-1/2 feet of silt over the bedrock within the mangrove fringe. Rip-rap would be feasible on Lots 31 and 32 if shoreline erosion were to be currently taking place. Upland Erosion The Scotts are experiencing some erosion on the edges of the upland fill on Lots 31 and 32, caused by wind, rain, digging crabs, and the spreading roots of mangrove trees. Such erosion on the edges of upland fill is common in the Florida Keys. Construction of a vertical seawall, which is a shoreline stabilization technique, is not appropriate to address an upland erosion problem. Erosion of upland fill material is commonly addressed by use of a retaining wall landward of the shoreline. Development of a retaining wall on Lots 31 and 32 would not necessitate removal of the existing shoreline vegetation and placement of fill on submerged lands as authorized under the subject permit. Fill Behind Seawall The plans approved with the subject permit authorize the placement of fill behind the seawall. A portion of the proposed fill would be placed below mean high water on submerged lands. Section 9.5-345(m)(2)(4), Monroe County Code, prohibits the placement of fill in a manmade water body unless the applicant demonstrates that the activity will not have a significant adverse impact on natural marine communities. The mangrove community and submerged shelf that exist on lots 31 and 32 are natural marine communities. The permanent obliteration of the shoreline vegetation and elimination of the submerged lands that presently exist on Lots 31 and 32 would be a significant adverse impact on natural marine communities. Accordingly, the placement of fill on the submerged lands on Lots 31 and 32 is not authorized under the Monroe County land development regulations. Docks Section 9.5-345(m)(2)(d), Monroe County Code, requires that docking facilities be developed only where a water depth of at least minus four feet mean low water (-4 MLW) exists. The plans approved under the subject permit show a water depth of zero (0) feet MLW at the waterward extent of the proposed seawall/dock. The Scotts' intention is to align the seawall spanning Lots 31 and 32 with a seawall on an adjacent lot. Water depth in that approximate location, which differs from the approved site plan and is therefore not authorized by the permit, is 1.6 feet at low tide. There is not adequate water depth at the waterward side of the proposed seawall/dock, as shown either on the approved plan or as described in testimony, to accommodate a docking facility on Lots 31 and 32. Further, because the dock has a vertical seawall component, it is not designed to be constructed on pilings or other supports, as required by Section 9.5-345(m)(2)(a), Monroe County Code. Accessory Use The Monroe County land development regulations define an accessory use or structure as a use or structure that serves a principal use and is located on the same lot or lots under the same ownership and in the same land use district as the principal use or structure. The regulation specifically prohibits the establishment of an accessory use prior to the principal use to which it is accessory. Accessory uses are generally regulated based upon whether the accessory use is located on the same property as the principal use. Under the County definition of accessory use, when dealing with a single lot, the principal use must be established first. The reference to the plural "lots" accommodates larger projects which typically encompass more than one lot, such as hotels and multifamily projects. It would also encompass an individual's residence where the lots were aggregated for development. The intent of the regulation is not to restrict the accessory uses to any one of those individual lots, but to recognize that the accessory use can also extend and cover all of the lots where the principal use is located. The regulation was adopted to cure an ongoing problem in the Keys of speculative development where shoreline improvements were developed without the establishment of principal uses to increase the value of saleable lots. In this case, the principal use (the Scotts' residence) is not located on either of the two lots for which the permit was issued. To allow development of those properties prior to the establishment of principal uses on them would be inconsistent with the Monroe County land development regulation and the purpose for which it was adopted.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Florida Land and Water Adjudicatory Commission enter a final order denying permission to develop the vertical seawall/dock authorized under Monroe County building permit number 9230005939 and denying all other relief requested by the Respondents. It is further recommended that such final order specify those items set forth in paragraphs 45 and 46, Conclusions of Law, as changes in design and circumstances necessary to enable the Scotts to obtain a permit to stabilize the upland fill on the lots and entitle them to a permit or permits for docking facilities. DONE AND ENTERED this 14th day of October 1994 in Tallahassee, Leon County, Florida. MICHAEL M. PARRISH Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 14th day of October 1994. APPENDIX The following are the specific rulings on all proposed findings of fact submitted by all parties. Findings proposed by the Petitioner: With the one exception mentioned immediately below, all proposed findings of fact submitted by the Petitioner have been accepted, with occasional editorial modifications in the interest of clarity and accuracy. The one exception is paragraph 25, which was rejected as unnecessary repetition or summary of findings already made. Findings proposed by the Respondents: Paragraph 1: Accepted in substance. Paragraph 2: Rejected as subordinate and unnecessary details in view of the de novo nature of this proceeding. Paragraphs 3, 4, 5, 6, 7, 8, 9, and 10: Accepted in substance. Paragraph 11: Rejected as contrary to the greater weight of the evidence. (There is conflicting evidence on this subject. The testimony of the Petitioner's witnesses is found to be more persuasive than the version put forth by the Respondents' witnesses.) Paragraph 12: Accepted in substance. Paragraphs 13 and 14: Rejected as subordinate and unnecessary details. Paragraphs 15 and 16: Both of these paragraphs are rejected as too overly broad and imprecise to be meaningful in the context of the issues in this proceeding. More precise and detailed findings have been made regarding the nature of past and current erosion on the subject property. Paragraph 17: Rejected as too narrow a statement to be accurate. As noted in the findings of fact, other factors are contributing to the upland erosion. Paragraph 18: Rejected as not supported by persuasive competent substantial evidence. Although there is some testimony along the general lines of what is proposed in this paragraph, that testimony appears to be more nearly hyperbole than hard science. Paragraph 19: Rejected as consisting primarily of argument, rather than proposed findings of fact. Further, the last sentence of this paragraph is a conclusion that is contrary to the greater weight of the evidence. Paragraph 20: Rejected as consisting primarily of argument and proposed conclusions of law, rather than proposed findings of fact. Paragraph 21: First two sentences rejected as subordinate and unnecessary details in view of the requirements of the Monroe County Comprehensive Plan and land development regulations. Last sentence rejected as constituting a conclusion that is contrary to the greater weight of the evidence. Paragraph 22: Rejected in part as not fully supported by persuasive competent substantial evidence and in part as irrelevant. (The water being too shallow, it does not particularly matter why it is too shallow.) Paragraph 23: Rejected as subordinate and unnecessary details in view of the requirements of the Monroe County Comprehensive Plan and land development regulations. Paragraph 24: Accepted in substance with some editorial language omitted. Paragraphs 25 and 26: Rejected as constituting conclusions that are contrary to the greater weight of the evidence. COPIES FURNISHED: Sherry A. Spiers Assistant General Counsel Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 Carol A. Scott, Esquire KUBICKI, DRAPER, GALLAGHER & MCGRANE, P.A. 1200 City National Bank Building 25 West Flagler Street Miami, Florida 33130 James T. Hendrick, Esquire 617 Whitehead Street Key West, Florida 33040 David K. Coburn, Secretary Florida Land & Water Adjudicatory Commission 311 Carlton Building Tallahassee, Florida 32301
The Issue The issue is whether to approve Steven A. Walker's application for a coastal construction control line (CCCL) permit authorizing him to conduct certain construction activities at 100 Park Avenue, Anna Maria, Florida.
Findings Of Fact Based upon all of the evidence, the following findings of fact are determined: History of the Proceeding Since 2005, Petitioner has owned property at 104 Park Avenue, Anna Maria, Sarasota County, Florida. The parcel fronts on the Gulf of Mexico and is adjacent to property owned by the Stephen A. Walker Land Trust (Land Trust) located at 100 Park Avenue. The Trustee of the Land Trust is Stephen A. Walker, who is the applicant in this proceeding. On March 5, 2009, Mr. Walker filed an application with the Department for a permit authorizing the construction of "a new single family residence with a pool, driveway and multiple structures" seaward of the CCCL on his parcel. See Joint Exhibit 11. The application was accompanied by a letter from the City Planner, B. Alan Garrett, indicating that the proposed activity "does not contravene the City of Anna Maria local setback and pervious coverage requirements of the zoning code provisions." See Joint Exhibit 3. On June 26, 2009, the Department, through its Bureau of Beaches and Coastal Systems, issued a Final Order granting the application subject to certain general and special conditions. See Joint Exhibit 47. A Notice to Proceed with the construction was issued the same date. See Joint Exhibit 46. Separate written notice of the Department's proposed action was also served on both Petitioner and his attorney. See Joint Exhibits 49 and 50. On July 22, 2009, Petitioner filed his Petition with the Department contesting the proposed agency action. See Joint Exhibit 51. As grounds, Petitioner contended generally that the environmental permitting requirements under Florida Administrative Code Rule 62B-33.0052 had not been met, and that the proposed activity violated both the City's Plan and the zoning code. Id. Evidence regarding the latter allegations was later excluded as being irrelevant. See Order dated March 12, 2010. At hearing, counsel for Petitioner represented that he was no longer alleging that the application did not qualify for a permit under the environmental permitting requirements of the rule. However, he continued to assert that the proposed construction will violate the City's Plan and zoning code. A suit in circuit court has been filed seeking an adjudication of those claims and apparently is still pending. See Friday v. City of Anna Maria, Case No. 2010-CA2369 (12th Cir., Manatee Cty Fla.). Permitting Criteria The general permitting requirements for issuance of a CCCL permit are found in Rule 62B-33.005. There is no dispute that these criteria have been satisfied. Rule 62B-33.008 contains the permit application requirements and procedures. Paragraph (3)(d) of the rule provides that an application for a CCCL permit shall contain the following information: Written evidence, provided by the local governmental entity having jurisdiction over the activity, that the proposed activity, as submitted to the Bureau, does not contravene local setback requirements or zoning codes. Joint Exhibit 3 is a letter dated February 2009 authored by B. Alan Garrett, City Planner, who states that he had reviewed the application and plans filed with him on February 2, 2009, and that the proposed construction "does not contravene the City of Anna Maria local setback and pervious coverage requirements of the zoning code provisions." This letter satisfies the requirement of the rule.
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 granting the application of Stephen A. Walker, Trustee, for a coastal construction control line permit authorizing certain activities seaward of the CCCL at his property in Anna Maria, Florida. DONE AND ENTERED this 24th day of May, 2010, in Tallahassee, Leon County, Florida. S D. R. ALEXANDER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 24th day of May, 2010.
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 deed 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 some 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, Petitioner's 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.)
