Findings Of Fact Petitioner, Roland Peterson, is the owner of Lots 4, 5 and 6, Block 7, Vilano Beach, in an unincorporated area of St. Johns County, Florida. Vilano Beach lies just eastward of the City of St. Augustine, Florida, and north of St. Augustine Inlet. The three lots are adjacent to each other. By applications dated June 7, 1985 petitioner sought the issuance of three coastal construction control line permits by respondent, Department of Natural Resources, Division of Beaches and Shores (Division), to authorize construction seaward of the coastal construction control line or setback line on Lots 4, 5 and 6. More specifically, petitioner sought approval to construct a beach-side snack bar with associated beach walkover, driveway and attached decks on Lot 4, and single family residences with associated dune walkover; driveway and attached decks on Lots 5 and 6. These applications were assigned Application Numbers SJ 220, SJ 221 and SJ 222 by the Division. They were deemed to be complete on August 6, 1985. After evaluating the three applications, the Division formulated recommendations to deny the requested permits. These recommendations were adopted by the Governor and Cabinet sitting as head of the agency at its November 5, 1985 meeting. Notice of such intended action was previously forwarded to petitioner on October 23, 1985. Said notice prompted the instant proceeding. As grounds for denying the permits the Division concluded that the three projects were located seaward of the seasonal high- water line and were therefore prohibited by a law, the projects lay in an area "highly vulnerable" to a major storm; and the cumulative impact of locating these and other structures further seaward could be expected to adversely impact the beach and dune system of the Vilano Beach area. The parties have stipulated that the Division has properly calculated the seasonal high water line in the questioned area, and that petitioner's three projects lie seaward of that line. The parties have also stipulated that the three projects lie seaward of the frontal dune within the meaning of Subsection 161.053t6)(a)1., Florida Statutes (1985).
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that application numbers SJ 220, SJ 221 and SJ 222 filed by Roland Peterson to construct various structures on Lots 4, 5 and 6, Block 7, Vilano Beach in St. Johns County, Florida, be DENIED. DONE and ORDERED this 14th day of May, 1986, in Tallahassee, Florida. DONALD R. ALEXANDER, Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 14th day of May, 1986.
The Issue At issue in this proceeding is whether development orders (building permits) issued by Monroe County to John F. Myers are consistent with the Monroe County Comprehensive Plan and land development regulations.
Findings Of Fact Findings based on parties' stipulations John F. Myers is the owner of real property known as Lot 43, Block 3, Lower Matecumbe Beach subdivision, Lower Matecumbe Key, in unincorporated Monroe County, Florida. Monroe County is a political subdivision of the State of Florida, and is responsible for issuing development orders for development in unincorporated Monroe County. Monroe County issued the development orders which are the subjects of this proceeding. Petitioner Department of Community Affairs is the state land planning agency with the responsibility to administer the provisions of Chapter 380, Florida Statutes, and regulations promulgated thereunder; and with authority to appeal any development order issued in an area of critical state concern to the Florida Land and Water Adjudicatory Commission. Sections 380.031(18), 380.032, 380.07(2), Florida Statutes. Most of Monroe County, including the subject property, is within the Florida Keys Area of Critical State Concern, as designated under Sections 380.05 and 380.0552, Florida Statutes. These statutory provisions require that Monroe County adopt and implement a comprehensive plan and land development regulations consistent with the Principles for Guiding Development. Section 380.0552(7), Florida Statutes, formerly Chapter 27F-8, F.A.C. Monroe County has adopted a comprehensive plan, effective September 15, 1986, which complies with the Principles for Guiding Development and which has been approved by the Department in Chapter 9J-14, F.A.C., and by the Administration Commission in Chapter 28-29, F.A.C. The Monroe County comprehensive plan is implemented by and through its adopted land development regulations, codified primarily in Chapter 9.5, Monroe County Code (MCC). On December 10, 1993, Monroe County issued to Respondent Myers seven (7) building permits, each numbered 9230005763, for development of a 4,418 square foot single-family residence with 1,363 square feet of porches, and a 2,300 square foot ground slab. The permits also authorize development of a 183 square foot retaining wall, 38 pilings, and a "dock 183 sq. ft x 8ft." on the subject property. The permits were rendered to the Department on December 14, 1993. The open water shoreline on the subject property has accreted. Included in the environmental standards of the Monroe County land development regulations is Section 9.5-345, Monroe County Code, entitled "Environmental design criteria," which provides, in relevant part: Disturbed Lands: All structures developed, used or occupied on land which are [sic] classified as disturbed on the existing conditions map shall be designated, located and constructed such that: * * * (3) On lands classified as disturbed with beach berm: * * * b. No beach-berm material is excavated or removed and no fill is deposited on a beach berm; * * * f. No structure shall be located within fifty (50) feet of any portion of any beach-berm complex which is known to serve as an active nesting or resting area of marine turtles, terns, gulls or other birds; Lower Matecumbe beach is an active nesting area for marine turtles. Loggerhead turtles, the primary marine turtles which nest on Atlantic beaches in the Keys, are a threatened species under the federal Endangered Species Act. There are thirty beaches in the Florida Keys which consist of loggerhead nesting habitat. The beach on Lower Matecumbe Key, including that portion of the beach which fronts on Mr. Myers' property, is a known turtle nesting beach that is ranked as the second most heavily nested beach in the Keys. The Monroe County comprehensive plan recognizes the beaches on Lower Matecumbe Key as known loggerhead turtle nesting beaches. Pursuant to the comprehensive plan, the County has prepared endangered species maps as a tool to be utilized in identifying known turtle nesting areas. Surveys of turtle nesting behavior in the Florida Keys are accomplished through a network of volunteers. The nesting survey information obtained from this volunteer network provides very general locations with varying degrees of accuracy depending on the number and ability of the volunteers and the extent to which they can obtain access to privately owned beach front property. Because of the limitations in the survey data, it is not generally possible to determine whether turtles have nested on a particular lot. Marine turtles most commonly nest within the first 50 feet landward of the mean high tide line, although they have been known to go farther upland. Because of the compressed beach and berm habitat in the Keys, loggerhead turtles have been known to nest in grassy vegetation and woody vegetation more than 50 feet landward of the mean high water line. Mr. Myers' property is properly designated as "disturbed lands" and there exists on this property a "beach-berm complex" which is known to serve as an active nesting area of marine turtles within the meaning of Section 9.5-345, Monroe County Code. The setback requirement found in Section 9.5-345, Monroe County Code, applies to this development. Consequently, no structure may be located within fifty (50) feet of any portion of the beach-berm complex which is known to serve as an active nesting area of marine turtles. Section 9.5-4(B-3), Monroe County Code, contains the following definition that is pertinent to this proceeding: (B-3) "Beach berm" means a bare, sandy shore- line with a mound or ridge of unconsolidated sand that is immediately landward of, and usually parallel to, the shoreline and beach. The sand is calcareous material that is the remains of marine organisms such as corals, algae and molluscs. The berm may include forested, coastal ridges and may be colonized by hammock vegetation. According to the Monroe County Comprehensive Plan, the biota characteristic of beach systems in the Keys occur in up to four distinct generalized zones or associations, assemblages of plants and animals that have adapted to the environmental conditions of that zone. The zones on Keys beaches are described by Volume I of the Comprehensive Plan as follows: The strand-beach association is dominated by plants that are salt tolerant, root quickly, germinate from seed rapidly, and can withstand wave wash and shifting sand. Commonly found species include Sea Purslane (Sesuvium portulacastrum), Railroad Vine (Ipomoea pescaprae), Beach Grass (Panicum amarulum), Sea Oats (Uniola paniculata), Sea Lavender (Tournefortia gnapholodes), Coastal Ragweed (Ambrosia hispida) Bay Cedar (Suriana maritma), Cenchrus and Chamaesyce. On most Keys beaches this association occurs only at the base of the berm since the beach zone is very narrow. These plants also occupy the most seaward portion of the berm and continue some distance landward. * * * The next zone, "strand-dune" association begins with a steep and distinct increase in slope upward from the beach. This sloping portion of the berm receives the effects of the highest spring tides as well as storm-generated wave wash. The berm may be elevated only several inches or as much as several feet above the level of the beach and may extend landward hundreds of feet as a flat-topped plateau or beach ridge. The foreslope of the berm, or beach ridge, is vegetated primarily by the above-listed species of beach association. Grasses and herbaceous plants, which serve to stabilize this area, are most common. Proceeding landward, these pioneer species are joined by other species. * * * The strand-scrub association is generally considered a transition zone between strand-dune and hammock forest. Shrubs and occasional trees occur more frequently here and become more abundant as one proceeds landward. Species often found include Seagrape, . . . Wild Sage (Lantana involucrata), [and] Gray Nicker. . . . The most landward zone on the berm is occupied by tropical hardwood hammocks. On September 11, 1986, Monroe County issued building permit no. 20360 to John Brockway, Respondent Myers' predecessor in title, for development of a single-family residence on the subject property. The permit was issued prior to the effective date of the current Monroe County comprehensive plan and land development regulations, and prior to adoption of the setback provision in Section 9.5-345(o)(3)f., Monroe County Code, which is the subject of this proceeding. The Department of Community Affairs did not challenge the Brockway permit. In 1990, the Board of Trustees of the Internal Improvement Trust Fund issued to John and Patricia Brockway a deed for sovereignty submerged lands adjacent to the subject property. The County-approved site plans for the subject permits indicate that excavation for a stormwater swale will occur seaward of the proposed residence. Mr. Myers has no intent to excavate a stormwater swale seaward of the proposed residence. The subject building permits and approved plans shall be revised to eliminate the stormwater swale and demonstrate the means by which stormwater runoff will be addressed, as required by the Monroe County Code. Based upon this agreement, the Department will not pursue its allegation that the permits are inconsistent with section 9.5-345(0)(3)b., Monroe County Code, and considers that issue to be resolved by this agreement. The parties agree that that portion of the subject permits which authorizes development of a dock on Lot 43 is acceptable, and a dock may be developed on Lot 43, so long as the permits are amended to specify that (a) the dock shall be developed adjacent to Lot 43 on an existing dredged channel and not on the jetty or open water shoreline, and (b) development of the dock is conditioned upon the Owner obtaining permits for a principal use. Findings based on evidence at hearing The subject property is generally triangular in shape. It fronts on a cul-de-sac on the northeast side. Along the west side of the property is a dredged channel and a jetty or riprap revetment. Along the south side the property fronts on the Atlantic Ocean. On the east side of the property is a single-family residence. The subject property is undeveloped except for a fill pad or fill pile established some time ago around the cul-de-sac to the western side of the property. The purpose of the setback requirement in Section 9.5-345(o)(3)f., Monroe County Code, is to provide a habitat buffer to protect marine turtles from direct and indirect impacts of development, such as lighting impacts, noise, and clearing activities behind structures when people use their back yards. Buffers are a commonly used planning technique for both planning purposes and environmental purposes. The beach berm on the subject property has not moved over time. The shoreline has accreted in recent years and therefore the mean high tide line has moved seaward. This accretion provides additional habitat for marine turtles and affects the setback measurement when it is expressed as a number of feet from mean high water, as both parties have done in this case. However, the fact that a shoreline is either accreting or eroding is not relevant to a determination of the location of the beach berm. The parties agree that the berm is identified, at least in part, by a visual assessment of the increase and decrease in elevation of the property. A berm is essentially a rise in elevation which, moving landward from the water, rises up to a high point then begins to drop back off gradually until one reaches the adjacent grade or the natural grade beyond the berm. When the grade flattens out, that is generally the landward extent of the berm. The greater weight of the evidence shows that the landward extent of the beach berm complex on Respondent's property, and the area commonly utilized by marine turtles as nesting habitat are each approximately 50 feet landward of the mean high water line depicted on the June 1994 survey of Respondent's property. Expressed as a measurement from mean high water, the setback required by Section 9.5-345(o)(3)f., Monroe County Code, on Respondent's property is approximately 100 feet. A variance from the setback provision in Section 9.5-345(o)(3)f., Monroe County Code, is not authorized. However, a variance from the front yard setback may be available to Respondent if he wishes to develop the particular single-family residence shown on the plans approved with the subject permits. The Monroe County comprehensive plan, Vol. I, Background Data Element, Section (3) entitled "Community Character," provides: A principal focus of growth management is the protection and enhancement of quality of life. Community character is a fundamental element of the circumstances described as quality of life. Community character refers to the nature of an area and can be described in terms of both the natural and the built environment. For example, the character of an undeveloped area is determined by the natural environment and is characterized by extensive open space and other environmental values. In contrast, the character of a city is defined by the built environment and the quality of life depends upon the design and effect of buildings. * * * . . . . In the Keys there are readily identifiable community characters that can be defined by the nature and extent of various land uses per community. These community character types are: Native, Sparsely Settled, Sub-Urban, Urban Transition and Urban. The comprehensive plan goes on to describe each type of community character, and includes a lengthy discussion of the criteria for determining community character. These criteria include land use, design of man-made elements including intensity of buildings and the nature of open spaces, landscaping, and social interactions and experiences. Setbacks are not mentioned in the list of criteria for determining community character or in the descriptions of the various community character types. Regardless of whether other homes in the neighborhood meet the setback requirement in Section 9.5-345(o)(3)f., Monroe County Code, requiring Respondent to do so will not affect the community character of the neighborhood as defined in the Monroe County comprehensive plan.
Recommendation Based upon the foregoing it is RECOMMENDED that the Florida Land and Water Adjudicatory Commission enter a final order denying permission to develop under Monroe County building permits no. 9230005763 as issued on December 10, 1993. It is further RECOMMENDED that the final order state that Respondent will become eligible for permits if his development plans are modified as provided in paragraph 40 of the Conclusions of Law. DONE AND ENTERED this 15th day of August 1995 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 15th day of August 1995. APPENDIX The following are the specific rulings on all proposed findings of fact submitted by all parties. Findings proposed by Petitioner: Paragraphs 1 through 7: Accepted. Paragraph 8: Rejected as constituting a conclusion of law, rather than a proposed finding of fact. Paragraphs 9 through 14: Accepted. Paragraphs 15 and 16: Rejected as statements of position or legal argument, rather than proposed findings of fact. (The statements in these paragraphs are essentially correct, but they are not proposed findings of fact.) Paragraphs 17 through 20: Rejected as further statements of position or legal argument, rather than proposed findings of fact. (To the extent necessary, the parties' positions are addressed in the conclusions of law portion of this Recommended Order.) Paragraph 21: Accepted. (This is a stipulated "fact".) Paragraphs 22 through 24: Accepted, with some minor clarification. Paragraphs 25 through 34: Rejected as subordinate and unnecessary details. (Most of the details proposed in these paragraphs are supported by the evidence and all were considered in the formulation of the ultimate findings of material fact, but none of these details need to be included in the findings of fact in this Recommended Order. The findings proposed in paragraph 33 are rejected for the additional reason that they are supported only be uncorroborated hearsay evidence.) Paragraphs 35 and 36: Accepted in substance. Paragraph 37: Rejected as a statement of position, rather than a proposed finding of fact. Paragraphs 38 and 39: Accepted. Paragraph 40: Rejected as constituting argument, rather than proposed findings of fact. Paragraph 41: Accepted. Paragraphs 42 and 43: Rejected as constituting argument, rather than proposed findings of fact. Findings proposed by Respondent: Paragraphs 1 through 14: Accepted. (These are all stipulated facts.) Paragraph 15: Accepted. Paragraph 16: Rejected as subordinate and unnecessary details. Paragraph 17: First and last sentences rejected as irrelevant. Middle sentence accepted. Paragraph 18: First sentence accepted. Last sentence rejected as subordinate and unnecessary details. Paragraph 19: Most of this paragraph is rejected as subordinate and unnecessary details or as irrelevant. Some portions are rejected as not fully supported by persuasive evidence. Paragraph 20: First sentence rejected as too broadly worded to be meaningful. The last sentence is rejected as being a conclusion that is not warranted by the evidence. Paragraph 21: Accepted. Paragraph 22: First three sentences rejected as subordinate and unnecessary details. Last sentence accepted. Paragraph 23: First sentence rejected as not fully supported by the evidence. The berm line is, in general, a gentle curve that for the most part runs parallel to the gentle curve of the shore line. Second sentence is rejected as irrelevant or as unduly repetitious. Paragraph 24: Second sentence accepted. The remainder of this paragraph is rejected as subordinate and unnecessary details or as irrelevant. Paragraph 25: The first sentence is rejected as not fully supported by the persuasive evidence; the evidence is too vague to support the use of the word "immediately" in this context. The second sentence is rejected as irrelevant. The third, fourth, fifth, and sixth sentences are rejected as being contrary to the greater weight of the persuasive evidence. Paragraph 26: The first four sentences are rejected as subordinate and unnecessary details because the greater weight of the evidence is consistent with the version put forth by the Petitioner's witnesses. Greater confidence has been placed in the measurements by the Petitioner's witnesses than in the conflicting measurements described by Respondent's expert witness. The fifth sentence is accepted in substance. The sixth and seventh sentences are rejected as consisting of arguments or of conclusions that are contrary to the greater weight of the evidence. Paragraphs 27 and 28: Rejected as subordinate and unnecessary details. Paragraph 29: First two sentences rejected as argument. Third and fourth sentences rejected as contrary to the greater weight of the evidence and as apparently based on testimony that has been taken out of context or has been misunderstood. Fifth sentence rejected as argument. Sixth sentence rejected as an over-simplification. Seventh sentence rejected as an argument or conclusion that is contrary to the greater weight of the evidence. Paragraph 30: Rejected as unnecessary summaries of testimony, rather than proposed findings of fact. Further, these summaries are, for the most part, either not fully supported by persuasive competent substantial evidence or are contrary to the greater weight of the evidence. Some of these summaries also emphasize details that are apparently based on a misunderstanding or misinterpretation of selected portions of the evidence and ignore the greater weight of the evidence. Paragraph 31: First sentence rejected as not supported by persuasive competent substantial evidence. (To the contrary, it appears to be based on a misunderstanding or a misinterpretation of Mr. Metcalf's testimony.) The second, third, and fourth sentences are rejected as argument; specifically, argument that is contrary to the greater weight of the evidence. Paragraph 32: Rejected as argument; specifically, argument that is contrary to the greater weight of the evidence. COPIES FURNISHED: Sherry A. Spiers, Esquire Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 Stephanie M. Gehres, Esquire Department of Community Affairs 2796 Overseas Highway, Suite 212 Marathon, Florida 32301-1859 Chris Haughee, Esquire Akerman, Senterfitt & Eidson, P.A. 216 South Monroe Street, Suite 200 Post Office Box 10555 Tallahassee, Florida 32301 Randy Ludacer, Esquire Fleming Street Key West, Florida 33040 Carolyn Dekle, Director South Florida Regional Planning Council 3400 Hollywood Boulevard, Suite 140 Hollywood, Florida 33021 Linda Loomis Shelley, Secretary Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 Dan Stengle, General Counsel Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 Bob Bradley, Secretary Florida Land & Water Adjudicatory Commission Carlton Building Tallahassee, Florida 32301
Findings Of Fact Based upon my observation of the witnesses and their demeanor while testifying, documentary evidence received and the entire record compiled herein, I hereby make the following relevant factual findings. Respondent is a certified general contractor and has been issued license number CG CA03134. During November of 1978, Respondent, doing business through the entity of Creative Home Design, Inc., entered into a contract with Dr. Stephen Silverstein to construct a residence in Boca Raton, Florida, for the sum of $180,000. Respondent received from Dr. Silverstein a total of $140,500 for the construction he performed on the Silverstein residence. (Stipulation by the parties) Additionally, Dr. Silvertstein paid certain liens which were filed with regard to the construction performed by Respondent on his residence, to wit: P.N.A. Drywall: $5,260.00 (Petitioner's Exhibit 2) Pentagon Diversified: $3,801.34 (Petitioner's Exhibit 3) American Lumber: $8,217.50 (Petitioner's Exhibit 4) Lone Star Industries, (Petitioner's Exhibits 7 and 8) Inc. $1,293.50 Mack Industries: $4,604.29 (Petitioner's Exhibits 9 and 10) Smith and DeShield: $ 600.00 (Petitioner's Exhibit 11) Certain contractors furnishing labor and materials for the Silverstein residence based on contracts entered into by wit: Respondent also filed liens, to A. A. Marini Septic Tanks, Inc.: (Petitioner's Exhibit 21) $1,700.00 Delano Pools, Inc.: (Petitioner's Exhibit 20) $4,539.00 William D. Adeimy, Inc.: 3/ (Petitioner's Exhibit 16) $3,183.75 Climate Control Services: (Petitioner's Exhibit 17) $1,882.50 Ballavia Construction (Petitioner's Exhibit Company: 24) $5,446.00 Temperature Control: (Petitioner's Exhibit 18) $ 678.00 J. Griffin Painting: (Petitioner's Exhibit 23) $3,795.00 Central Systems, Inc.: $1,018.80 (Petitioner's Exhibit 19) Dr. Silverstein also entered into another contract for the sale of the residence being built by the Respondent whereby Dr. Silverstein agreed to sell the residence to Respondent's son, Joseph Roberts, for the sum of $210,000. (TR pages 5-6) On February 15, 1980, a notice of code violation was issued by the building official for Palm Beach County, Florida stating that the pool which was installed at the Silverstein residence was not completely enclosed by a fence or dense hedge as required by Section 500.14F of the Palm Beach Zoning Code. Respondent has failed to correct that violation. Respondent completed the Silverstein residence to a degree of completion where it could be occupied and he could move into the residence with his family. Thereafter, Dr. Silverstein eventually filed suit and was awarded a judgment evicting Respondent from the residence. (Petitioner's Exhibit 12) Respondent's son, Joseph, failed to consummate the agreement to purchase the residence. Respondent and his family vacated the Silverstein residence and, in the process, removed certain fixtures attached to the residence including carpeting, appliances, door knobs, air conditioning and air handlers, the sprinkler system, light fixtures, vanities, a whirlpool tub, washer, dryer, air conditioning vents, bidet, sprinkling pump timer, and a drop-in range. (TR pages 23-28, 128- 130, and 98-100) Dr. Silverstein filed a claim of loss with his insurance company and was paid a settlement for the loss, which included the certain charges for reinstallation and the reconnection of the various fixtures which had been removed for a total sum of $24,252.02. (Petitioner's Exhibit 13, TR 25-28) The Respondent's Position Respondent contended that he was authorized to occupy the Silverstein residence and this contention is not really in dispute herein. However, it later became necessary for Dr. Silverstein to evict the Respondent and his family from the residence when it became apparent that his son, Joseph Roberts, would not consummate the agreement to purchase the residence of Dr. Silverstein. Respondent admits to taking the fixtures and other items referred to hereinabove. Respondent was without authority to do so. Respondent contends that the various liens which were referred to hereinabove were not valid inasmuch as more than one year had elapsed during the time the work was performed and no claim of lien had been filed within that one- year period. Thus, Respondent contends the claims of lien were defective. Respondent offered no proof of payment of the various claims of lien. Additionally, Respondent states that several of the contractors did not perform work and therefore there were no amounts due and owing those companies. Specifically, Respondent contends that Marini Septic Tank did not install the septic tank but a former affiliate did and that there was an attempt to bill him twice. Additionally, Respondent contends that he paid Ballavia Construction Company for the amount claimed in cash, however he had no receipts or other documentary evidence to substantiate that transaction. As relates to the claim of Griffin Painting, Respondent contends that he paid all amounts due and owing them save $660.00. Respondent failed to introduce evidence to corroborate his claim in that regard and it is therefore rejected. Finally, Respondent furnished releases of liens and an invoice of the claim referred to hereinabove from Climate Control Services, Inc. indicating that they were paid in full. Documentary evidence received and testimony introduced herein substantiates Respondent's position and it is found that he, in fact, paid Climate Control Services, Inc. in full for the services they rendered. (Respondent's Exhibits, 4, 6, and 10) As noted hereinabove, it is found that the Respondent paid the amount due and owing William D. Adeimy, Inc., and a release of lien from that entity was received herein. (Respondent's Exhibit 3)
Recommendation Based on the foregoing findings of fact and conclusions of law, it is hereby RECOMMENDED that the Respondent's certified general contractor's license number CG CA03134 be revoked. RECOMMENDED this 24th day of May, 1985, in Tallahassee, Florida. JAMES E. BRADWELL 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 24th day of May, 1985.
The Issue Whether Amendment 99-1-NOI-5017-(A)-(I), Ordinance Number 509, to the Town of Juno Beach's (Town) Comprehensive Plan (Comprehensive Plan) is "in compliance" as defined in chapter 163, Part II, Florida Statutes, and as alleged in the Petition for Formal Administrative Hearing.
Findings Of Fact Patterson, Bisbee, and McLeod Petitioners, Dr. Patricia M. Patterson and James M. Bisbee, are husband and wife and have resided at 431 Olympus Drive, Town of Juno Beach, Florida, since February, 1999. Dr. Patterson is a Professor of Public Administration at the Florida Atlantic University. Prior to occupying this residence, Dr. Patterson investigated the neighborhood and wanted to reside in an ungated, single-family neighborhood. Dr. Patterson describes her neighborhood as the Ridge Area, which has a southern border of Olympus Drive or south to a new development, a western border of U.S. Highway 1 (U.S. 1), an eastern border of Ocean Drive or A1A, and a northern boundary of the Ocean View Methodist Church (Church). The linear Ridge bisects this area, running approximately north and south. See (Town's Exhibit 1A); (Petitioners' Exhibits 9A & 9B). The top of the Ridge consists predominantly of single- family residences. There is a significant increase in elevation from the U.S. 1 corridor, east to the top of the Ridge. The Patterson/Bisbee residence is located on the top of the Ridge, toward the middle of Olympus Drive. Mr. McLeod resides in a single-family residence, east and adjacent to the Patterson/Bisbee residence. There is a rental, single-family home immediately adjacent to the west of the Patterson/Bisbee residence. The lots to the west of the rental property are vacant and include the corner property (+/-.34 acre) subject to the Plan Amendment, which is at the bottom of the hill on the U.S. 1 side. Shortly after they moved into their new residence, Dr. Patterson learned from a neighbor that a Key West-style home was proposed to be built on a portion of the vacant lot. Dr. Patterson attended the Town's Land Planning Agency (LPA) April 1999, meeting and learned that there was a proposal to change a portion of the use of the vacant lot to "commercial." She learned that an application was filed on behalf of the Town's former Mayor and a former Councilman. Dr. Patterson expressed concern that the area should remain residential and not be changed to commercial. Dr. Patterson appeared at the May 1999, Town Council meeting and objected to the proposal on behalf of herself and Mr. Bisbee. Dr. Patterson also furnished the members of the Town Council with a letter dated May 17, 1999, which set forth her objections to the proposed changes. Dr. Patterson also attended part of the November 1999 Town Council meeting. Mr. Baird appeared before the LPA and the Town Council on behalf of Mr. McLeod. Dr. Patterson objects to the proposed Plan Amendment to the Town's Comprehensive Plan based on the proposed "commercial" use of the site, rather than the architectural style of the building proposed by Celestial. The Petitioners are "affected persons" as defined in Section 163.3184(1)(a), Florida Statutes, and have standing to participate as parties in this proceeding. Celestial Celestial is a partnership, which owns property and conducts a business in the Town of Juno Beach, Florida. In or around March of 1999, Celestial, the applicant, submitted an Application for an amendment to the Town of Juno Beach Comprehensive Plan. Celestial proposed to re-designate a +/-.34 acre portion (the Property) of a +/-.57 acre parcel owned by Celestial. The entire +/-.57 acre parcel is vacant property at the northeast corner of U.S. 1 and Olympus Drive. Celestial sought to amend the Town's Future Land Use Map (FLUM) from the existing "low density residential" classification to the "commercial" classification for the western or corner portion, which is approximately +/-.34 acre. Celestial proposes to build a two (2)-story structure, with a professional office with residential units on the second level. The structure would be of an architectural style that will be compatible with surrounding, existing residential developments. Celestial has standing to participate as a party in this proceeding. Section 163.3184(1)(a), Florida Statutes. The Town The Town is a local government subject to the provisions of the Local Government Comprehensive Planning and Land Development Regulation Act (Act), Chapter 163, Part II, Florida Statutes. On November 17, 1999, the Town adopted Ordinance Number 509 as an amendment to the Town's Comprehensive Plan. The Town also adopted Ordinance Number 510, which rezones the Property to "commercial office." The Department The Department is the state land planning agency, having authority to administer and enforce the Act. Among other responsibilities of the Department under the Act, the Department has the responsibility to review comprehensive plan amendments submitted by local governments and to determine if the plan amendments are in compliance with the Act. Section 163.3184(8), Florida Statutes. The Department reviewed the Plan Amendment and determined that it was "in compliance" pursuant to Sections 163.3184, 163.3187, and 163.3189, Florida Statutes. The Town of Juno Beach, the Property, and the "Neighborhood" The Town is a small coastal community consisting of approximately 903 acres. The Town is located along the U.S. 1 corridor in Northern Palm Beach County, with municipalities, Jupiter and Tequesta to the north, and Palm Beach Gardens, North Palm Beach, Lake Park, and Riviera Beach to the south. The Town is bounded on the east by the Atlantic Ocean. The U.S. 1 corridor was the subject of a study, conducted by the Treasure Coast Regional Planning Council in 1999, which became known as "Seven Cities: Northern Palm Beach County US 1 Corridor Study." "[T]he 16-mile corridor is primarily a four-lane facility involving a mixed bag of landscape and lighting treatments, roadway designs, land uses, access management, and drainage infrastructure. Conditions in the corridor range from urban to rural, from healthy to blighted. Long range transportation plans have called for the corridor to be widened to six lanes over times, but the need for this widening has been called into question." "Juno Beach's segment of US 1 is a long expanse with a variety of situations, ranging from the semirural or naturalistic sea scrub landscape to suburban areas of shopping malls & hotels, to strategically located vacant parcels ideal for infill development. The planning team recommends that each of these areas have its own distinct planning approach for improvement over time." Several recommendations are made for the Town, including the provision of "[a] variety of uses" for the town center location at the intersection of Donald Ross Road and U.S. 1, north of the Property, "including adding 'in-town' residential options: apartments above shopfronts, rowhouses along intimate streets, live/work loft combinations and so on would complement Juno Beach other excellent housing offerings." The Study also generally encourages attractive building facades with doors and windows facing the street, as opposed to "[b]lank, windowless facades facing streets [which] are absolutely deadening to the scene for pedestrians and motorists alike." There seems to be some criticism of the existence of "halfhearted 'buffer' of landscaping between the highway and a 'sound wall,'" in the Town area, which does appear along U.S. 1, north and south of the Property. The lands contiguous to the +/-.34 acre Property, on the north and east, are designated "low density residential," on the Town's FLUM. The land to the immediate east of the subject property is vacant and owned by Celestial. See Finding of Fact 3. The land to the immediate north is developed with a single-family home. A four-lane divided highway (U.S. 1), with a 120-foot right-of-way, is located to the west of the vacant Property, and extends from the Town's southern boundary to its northern boundary. There are approximately 24,000 daily trips of traffic passing the Property on U.S. 1. The speed limit on U.S. 1 is fifty (50) miles-per-hour, a speed not consistent with low residential development. The southern and western borders of the Town consist of lands owned by Palm Beach County and maintained as conservation areas. The land immediately to the west of the Property from U.S. 1 is designated "commercial" on the Town's FLUM and is called Seminole Plaza (Seminole), a 65,400-square foot, fairly large-scale, shopping center with various commercial and professional tenants, located on approximately five (5) acres. The property west of U.S. 1, north and south of Seminole, is owned and maintained by Palm Beach County as conservation areas. A short distance south of Seminole are Florida Power and Light's Juno Beach Offices and West Offices, both of which are office developments approved for land totaling over sixty (60) acres. To the immediate south of the Property is Olympus Drive. The land across Olympus Drive, to the immediate south of the Property, is designated "low density residential," and is developed as a Planned Unit Development (P.U.D.) consisting of single-family homes. This is the "Seaside" area and is bounded on the north by a white picket fence, which does not provide access to "Seaside." Pedestrian and vehicle traffic enter the Seaside development from the east along Ocean Drive or A1A. The southeast corner of Olympus Drive and U.S. 1, which is directly across from the Property, is within Seaside. There is no residential development on the southeast corner. Rather, the corner is developed with a concrete cul-de-sac. This parcel is not eligible for residential development under the Town's zoning code. The Town presented a composite exhibit of photographs of various commercial and other non-residential uses which are interspersed in the vicinity of the Property. The photographs were overlaid onto an aerial photograph of the general area between Donald Ross Road to the north of the Property, and Juno Road, to the south of the Property. The Property is located approximately mid-point between these roads. This visual depiction of the area demonstrates the variety of the uses and structures, which have developed along this segment of the U.S. 1 corridor within the Town, as well as the impact of that highway upon the development in the vicinity of the Property. The developments, north and south of the Property, include office buildings, the Church, an automotive repair business (e.g. Goodyear), motels (e.g. Hampton Inn) and a golf course. For example, the two-story, 9,000 square foot Juno Beach Professional Office Building, is located four-tenths of a mile north of the Property, east and fronting U.S. 1, and between a duplex and a single-family house. (This house has a yellow retaining wall directly fronting U.S. 1.) The Church is directly east of the office building. There are several vacant lots south and east of U.S. 1, designated "low density residential," which are undeveloped. There is a vacant, two (2) acre, commercially-designated parcel, two-tenths of a mile to the south of the Property on the east side of U.S. 1. Compare with Findings of Fact 1-3. Amendment to the Town's Comprehensive Plan In April of 1999, Celestial filed a revised Application requesting an amendment to the Town's Comprehensive Plan, changing the FLUM classification of the Property from "low density residential" to "commercial." Among other things, Celestial advised that its Application was for a low-density project on the northeast corner of U.S. 1 and Olympus Drive. Celestial further stated that the proposed commercial (mix-use) land is compatible with the commercial uses adjacent to and across from U.S. 1 from the Property and that the residential component of the mixed-use proposal will be compatible with the residential uses to the north, east, and south of the Property. Celestial did not request a change to the Town's "commercial" FLUM designation. Several documents were attached to the Application including a vegetation survey with indicated that the Property had no environmental constraints which would prohibit its development. Other correspondence included with the Application indicate that all major utilities including telephone, electric, water, and sanitary sewer, would be provided. The described project also met the Traffic Performance Standards of Palm Beach County. Further, the Florida Department of Transportation concluded that the placing the drive on Olympus Drive would better serve the development for the convenience and safety of the proposed access. On April 19, 1999, the Town of Juno Beach Planning and Zoning Board considered the proposed Plan Amendment to the Town's Comprehensive Plan's FLUM. Mr. Peduto, Director of Planning and Zoning, reviewed the Application, coordinated the review by other governmental entities, prepared the staff report, and recommended approval of the Plan Amendment. The report describes the proposal and sets forth an analysis which included, in part, the following: The proposal meets the adequate facilities standards and is not in the Coastal High Hazard area, as defined by the Treasure Coast Regional Planning Council (TCRPC) and State of Florida. The proposed change is an appropriate classification for the subject property. The proposed project is an "infill" development, as opposed to "sprawl" development. Infill development is supported by the TCRPC Strategic Regional Policy Plan. Sprawl, which is typical through "Euclidean" planning, creates isolated uses through non-flexible zoning districts, and also through "single-use" structures. The opposite of this is more "neo-traditional" planning, which encourages multi-use structures and is more community oriented, creating more livable, healthy and sustainable communities and neighborhoods. This is why infill development becomes so important to revitalizing and recreating community in a town's neighborhoods. The Town of Juno Beach has expressed through historical efforts and its Comprehensive Plan (as well as its Zoning Code) that it envisions a sustainable community atmosphere. Mixed-use projects play an important role in this long term, committed effort. While remaining consistent with the Comprehensive Plan and Zoning Code, the subject property is an ideal location to further express this effort. The subject property is located along an "urban principal arterial" highway, within an older residential neighborhood. Just south of the subject property [across Olympus Drive] is an newer residential neighborhood [Seaside]. West of the subject property is a commercial plaza (Seminole Plaza) with various commercial uses, from office uses to restaurant, retail, service oriented, medical and private educational uses. Further east is a large public recreational area and the Juno Beach Town Center. In the general area there is an existing mixed use which functions as an important community/neighborhood element in this section of the town. As part of the revitalization process of this overall area of town, the proposed project and petition brings an element of balance between newer residential and older residential, introduces a mixed-use and creates an ideal "bridge" between the western commercial uses and eastern residential, community and recreational uses. The proposed project meets the standards set forth by the Goals, Objectives and Policies in the adopted Town of Juno Beach Comprehensive Development Plan. The report also indicated that "[t]he Comprehensive Plan directly encourages mixed-uses throughout the document," and cited to several Objectives and Policies. The report confirmed that utilities and service providers have sufficient capacity to serve the Property for a potential project within the proposed designation/classification; that there are no environmental concerns concerning the entire +/-.57 acre site including the Property (+/-.34 acre); that the existing level of service standards of the adjacent U.S. 1 will not be adversely impacted by the proposed change of land use; that water and wastewater facilities exist nearby the site and will be able to provide for appropriate services to the site; that solid waste removal services will also be provided; and that all specific drainage designs must be acceptable to the Town engineer upon submittal of any site plan. The report concluded that the Plan Amendment is consistent with the Town's Comprehensive Plan and, in part, that the proposed change is "an appropriate land use classification for the subject property, providing for an appropriate use of the property considering existing, surrounding uses and land uses " The Town's Planning and Zoning Board considered the Application. Numerous local residents, including Dr. Patterson and Attorney Thomas Baird representing Petitioner McLeod, opposed the Application. A motion to approve the Application to amend the Comprehensive Plan's FLUM failed with a 3 to 2 vote. Further, a motion to approve a request for a change in zoning from the existing designation of residential single-family to the designation of commercial office was not approved by a vote of 3 to 2. On or about May 12, 1999, Celestial submitted a "memorandum on proposed land use changes" to the Town, which provided a historical analysis of the development of the Town, including but not limited to changed circumstances around Olympus Drive and U.S. 1. The Town Council (Council) of the Town of Juno Beach met on May 26, 1999, to consider Ordinance Number 509 which provided the amendment vehicle to the Town's Comprehensive Plan requested by Celestial. This was the first reading and public hearing for this Ordinance. Several area residents and others were in attendance. The results were mixed with some residents speaking in favor and some against approval of Ordinance Number 509. After some discussion by the Council members, and responses from the Town planner and Celestial's representative, the Council approved Ordinance Number 509 on first reading by a vote of 4 to 1. The Council also discussed, on first reading and during a public hearing, Ordinance Number 510, which proposed to approve a rezoning request for the Property to "commercial office." Attorney Tom Baird, on behalf of Petitioner McLeod, opposed the rezoning request. Dr. Patterson also opposed the request. "Town Planner Peduto pointed out the property that was annexed into town with a residential zoning designation, surrounded on three sides by residential and rezoned to Commercial. This parcel is known as Dr. Hinman's Building, Juno Beach Professional Building. He also pointed out another parcel on U.S. 1 surrounded by residential that was given a commercial land use classification and commercial general zoning designation upon its recent annexation into the town." The minutes indicate that the Council was aware that the Planning and Zoning Board had recommended denial. The Council had before it the Town's Staff Report and Recommendation, which was previously presented to the Town's Planning and Zoning Board in substantially the same form. See, e.g., Finding of Fact 30. The Council unanimously approved Ordinance Number 510 on first reading. On or about August 5, 1999, the Town submitted numerous documents to the Department of Community Affairs, including but not limited to, the Town's Staff Report and Recommendation and proposed Ordinance Number 509. The Town requested no formal review. By letter dated September 3, 1999, the Florida Department of Transportation advised the Department that it did not recommend a formal review of the proposed amendment. By letter dated September 16, 1999, the Department of Environmental Protection offered no comments to the Department. The staff at the Treasure Coast Regional Planning Council (TCRPC) submitted a memorandum dated September 17, 1999, for the Council members. The TCRPC is required to review the Plan Amendment prior to formal adoption by the Town Council. The TCRPC stated, in part, in its evaluation: The Town indicates that the proposed amendment is consistent with the Town Comprehensive Plan. The proposed development represents infill. Mixed-use projects of the nature are intended to play an important role in the Town's efforts to create a sustainable community. The amendment is consistent with several objectives of the Town Comprehensive Plan and also with the SRPP which encourages infill development and multi-use structures. The Town indicates that the proposed development will bring a balance between newer and older residential areas and creates a good transition between commercial and residential uses. All urban services are available to the site, there are no level of service concerns, and an environmental survey indicates that there are no environmental concerns relating to development of the site. According to the TCRPC, the proposed Plan Amendment would not have adverse effects on significant regional resources or facilities. The TCRPC concluded that "[b]ased on the lack of extrajurisdictional impacts or effects on significant regional resources and facilities, [TCRPC] does not recommend that the amendment be formally reviewed." However, the [TCRPC] noted: According to the SRPP, a mix of uses on a single property is desirable. However, the first mixed-use development in an area which has previously been devoted entirely to residential use can create controversy and result in opposition from nearby property owners. According to the Town, this has been the case for the subject amendment. Some of this controversy can be avoided and property owner objections lessened by creating a very fine-grained plan. The Town's comprehensive plan contains only a single commercial FLUM category. Therefore, neighbors are understandably concerned about what the type of commercial use might occupy the subject property. During the preparation of its Evaluation and Appraisal Report, the Town should consider the preparation of a more fine-grained plan for those parts of town where the "richness" of the urban fabric is important to protect, preserve, and enhance. On September 17, 1999, the Department advised the Town of its determination that the proposed Plan Amendment should be formally reviewed for consistency. On October 26, 1999, the South Florida Water Management District advised the Department that the District had no water resources related comments regarding the Town's proposed Plan Amendment. No state, regional, or local governmental entity requested review of the Plan Amendment. On November 12, 1999, the Department advised the Town that the Department had no objection to the proposed Plan Amendment. This letter served as the Department's Objections, Recommendations, and Comments (ORC) report. On October 27, 1999, Celestial provided the Town with a Supplemental Memorandum regarding land use changes in the Town since 1990. On November 17, 1999, the Council met to consider Ordinance Numbers 509 and 510 for second reading and received a Staff Report and Recommendation, authored by Mr. Peduto, which contained similar data and analysis from the prior report. See, e.g., Finding of Fact 30. The Town's staff also prepared a report and recommendation regarding the rezoning request/petition, Ordinance Number 510. During the hearing held regarding Ordinance Number 509, the report and recommendation, with backup, and the file for both this hearing and from the previous approval hearing, were entered into the record. During the hearing, the Council was apprised, in part, that the Planning and Zoning Board had recommended denial, by a three-to-two vote, "based on traffic concerns." The minutes further reflect that "[t]he [t]own traffic consultant agrees to the traffic studies from the applicant and the County. He reviewed other areas in [t]own that similar re-zoning occurred located on a local collector, abutted by residential and located on a major thoroughfare." During the public hearing, attorney Baird, representing Petitioner McCloud, advised the Council that Ordinance Number 509 needed to be corrected in the second "WHEREAS" clause stating that the land planning agency had recommended that the Town not adopt the ordinance. "He said the primary reason (to not approve the ordinance) is that the land use classification was incompatible with the residential neighborhood." Several persons opposed the Ordinance, whereas others favored the Ordinance. The Council received numerous letters both for and against Ordinance Number 509. The Council also received petitions for and against the Ordinance. After discussing the issue, the Council approved Ordinance Number 509 by a vote of 4 to 1. The Council also considered Ordinance Number 510 and after considering information both for and against, the Council voted 5 to 0 to approve Ordinance Number 510. On November 23, 1999, the Town submitted the adopted Plan Amendment to the Department. On January 7, 2000, the Department completed its review of the adopted Plan Amendment, Ordinance Number 509, and "determined that it meets the requirements of Chapter 163, Part II, Florida Statutes (F.S.), for compliance, as defined in Subsection 163.3184(1)(b), F.S." Petitioners' Objections to the Plan Amendment Petitioners claim that the Plan Amendment, as applied to the Property, is inconsistent with and, therefore, does not further the "Goal," Objective 1, and Policy 1.3, of the FLUE of the Comprehensive Plan. Petitioners also claim that the Plan Amendment is inconsistent with and fails to comply with Rules 9J-5.005(2)(a) and 9J-5.006(4)(c), Florida Administrative Code, and Section 163.3177(6)(a), Florida Statutes. Petitioners' claim that the Town has approved the Plan Amendment, which approves a mixed-use, without any specific provision in the Comprehensive Plan for a mixed-use designation. Petitioners further claim that the Plan Amendment is not supported by sufficient data and analysis, nor is the analysis professionally acceptable. Petitioners' inconsistency and incompatibility arguments focus primarily on Petitioners' description of the relevant "neighborhood." Mr. James Fleischmann testified on behalf of Petitioners as to his definition of the relevant "neighborhood." Mr. Fleischmann and Dr. Patterson carved out the area east of U.S. 1 and west of A1A and bordered on the north by the Church and on the south by the Seaside area, designated "low density residential," as the appropriate "neighborhood." They opined that any non-residential development within this area was inconsistent with this "neighborhood." See also Findings of Fact 1-3. The "Goal" of the Town's Comprehensive Plan Future Land Use Element (FLUE) provides: A Town characterized by a community spirit that: recognizes its historical development patterns and styles; maintains its established neighborhoods in a safe, secure, beautified, and efficient manner by providing for both vehicular and pedestrian movement in, and around, town; which promotes future growth and development that is creative and enhances historical values and architectural styles that are indigenous to Juno Beach; which protects natural environmental features; and which reflects those development values by well defined neighborhoods and public areas that create an overall continuity to the Town while providing effective and efficient community services. There is no definition of "neighborhood" in the Town's Comprehensive Plan, Chapter 163, Florida Statues, or Rule 9J-5, Florida Administrative Code. Mr. Fleischmann provided his definition based upon his experience and expertise. Mr. Fleischmann did not rely on any specific portion of the Town's Comprehensive Plan in defining his view of the relevant "neighborhood." Mr. Fleischmann testified that all of his opinions concerning compatibility and internal Comprehensive Plan inconsistency in this case are based upon his definition of the relevant "neighborhood." U.S. 1 is a major, four-lane highway, which accommodates traffic at speeds, which are incompatible with a low-density residential neighborhood. It was not unreasonable for the Town to consider that the "neighborhood" area is not as limited or restricted as proposed by Mr. Fleischmann. In fact, Seminole, across U.S. 1 from the Property, actually serves the identified "neighborhood" east of U.S. 1. The data and analysis presented in this hearing, most of which was presented to the Town Council, demonstrates that the area in proximity to the Property has changed over the years, including but not limited to the expansion of U.S. 1 and the development of Seminole directly across from the Property. The weight of the evidence demonstrates that approval of the Plan Amendment will not cause the "neighborhood," as defined by Mr. Fleischmann, to be unsafe, insecure, or not beautified, nor will it impede vehicular and pedestrian movement in and around the Town. The data and analysis presented in this record do not support Petitioners' argument that the Plan Amendment is inconsistent with the "Goal." Also, the analysis was performed in a professional manner. Objective 1 of the FLUE of the Comprehensive Plan provides: To manage growth and development through the preparation, adoption, implementation, and enforcement of land development regulations which: coordinate future land uses with the appropriate topography, some of the conditions and the availability of the facilities and services; prevent, eliminate, or reduce uses inconsistent with the Land Use Goal, Future Plan, and Future Land Use Map; and which require redevelopment, renewal or renovation, where and when necessary through the establishment of standards or for density and intensity of land development. This Objective requires only the adoption of land development regulations to implement its provisions. The record is clear that the Plan Amendment, as a future land use amendment, is not a land development regulation. Petitioners also contend that the Plan Amendment is inconsistent with Policy 1.3 of the FLUE and Rule 9J- 5.006(3)(c)(2), Florida Administrative Code. See Conclusion of law 87. Policy 1.3 states: "Implementing ordinances, regulations and requirements regarding the development of land shall consider adjacent land uses and promote compatibility with those uses." Mr. Fleischmann claimed that he was unaware of any analysis of compatibility in the Staff Report and Recommendation presented to the Town Council in support of the Plan Amendment. However, Mr. Peduto, in the staff report, analyzed the relationship of the Plan Amendment to the surrounding properties, and stated, in part: "[T]he proposed project and petition bring an element of balance between newer residential, older residential and existing commercial, introduces a mixed- use and creates an ideal transition between the western commercial uses and eastern residential, community, and recreation uses." Mr. Peduto also considered the issue of compatibility and stated: "[The Plan Amendment] is an appropriate land-use classification for the subject property, providing for an appropriate use of the property considering existing, surrounding uses and land uses " Petitioners next contend that the Plan Amendment is not in compliance with Section 163.3177(6)(a), Florida Statutes, and Rule 9J-5.006(4)(c), Florida Administrative Code, because the "commercial" FLUM land-use category is not a "mixed-use" category, does not contain a percentage mix of uses, and does not contain densities and intensities of use for all identified land uses. The Town's Comprehensive Plan has numerous future land use classifications, including a classification called "commercial." This definition provides: Land Uses and activities within land areas which are predominantly related to and used for the sale, rental, and distribution of products; the provision or performance of business, personal and professional services. However, in order to allow for mixed uses, a maximum of 75 percent of the total gross floor area on the site may be used for residential development, not to exceed a density of 22 dwelling units per gross acre. The land uses allowed in the "commercial" category include mixed uses, such as residential and commercial. These general descriptions are consistent with the requirements of Section 163.3177(6), Florida Statutes, and the definitions in Rules 9J-5.003(21)("commercial uses") and 9J- 5.003(108)("residential uses"), Florida Administrative Code. The mix of uses is established within the description of the "commercial" land use category itself. A maximum of seventy-five percent (75%) of the total gross floor area on-site may be residential, with the remainder being commercial. The residential density is also established in the definition of "commercial" for a maximum of twenty-two (22) units per gross acre. Further, it appears the intensity standard for allowable commercial uses is found in FLUE Object 1, Policy 1.13 b. of the Town's Comprehensive Plan which provides: "The Building Site Area Requirements, as established in the CG-Commercial General and CO-Commercial Office zoning districts, shall provide the basis for intensity of use and be the development criteria standards for general commercial and commercial office development, respectively, in Juno Beach." The definition of "commercial" includes, and authorizes a "mixed-use" of the Town's property, including the Property, which is the subject of the Plan Amendment. Petitioners also claim that the Plan Amendment is not supported by data and analysis as required by Rule 9J- 5.005(2)(a), Florida Administrative Code. Mr. Fleischmann opined that based upon his examination of the record as it existed on November 19, 1999, the data submitted to the Town was insufficient and the analysis not professionally acceptable. Conversely, the data available to the Town and the evidence presented at the de novo hearing, is adequate to support a finding that the Town's decision to change the land use category for the Property from "low density residential" to "commercial" is at least fairly debatable. Mr. Fleischmann's disagreement with Mr. Peduto and the Town staff's analysis of the facts is not conclusive. Mr. Fleischmann offers a different opinion, which failed to overcome the data and analysis of record in this case. Petitioners also argue that the Plan Amendment could not be approved without the Town, and the Department's, requiring an analysis of a "worst case scenario." However, Mr. Wilburn's testimony in this regard is persuasive in that this analysis is normally employed in the planning field for a FLUM amendment only in terms of analyzing the five areas that a local government is required to set level of service standards, i.e., roads, water, sewer, recreation, and open space. It is not appropriate to use a "worst case scenario" when reviewing issues of compatibility. Importantly, the record indicates that there is no issue raised in this case regarding the sufficiency of the existing or proposed level of service standards. The Town Council held two public hearings regarding the Plan Amendment, heard from the public, including Petitioners, and was presented with adequate data and analysis to reasonably conclude that the Plan Amendment was consistent with its Comprehensive Plan and the relevant statutes and rules at issue in this case. In summary, the Plan Amendment's change of the FLUM land use category for the Property is fairly debatable, particularly in light of the historical development occurring within the Town, and the changing conditions affecting the U.S. 1 corridor in the vicinity of the Property. Based upon the totality of the circumstances and factors presented in this case, the Plan Amendment is consistent with the Act.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that a final order be issued concluding that the Town of Juno Beach's Comprehensive Plan Amendment, Ordinance Number 509, is "in compliance" as defined in chapter 163, Part II, Florida Statutes, and rules promulgated thereunder. DONE AND ENTERED this 5th day of March, 2001, in Tallahassee, Leon County, Florida. CHARLES A. STAMPELOS 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 5th day of March, 2001. COPIES FURNISHED: Thomas J. Baird, Esquire Thomas J. Baird, P.A. 11891 U.S. Highway One Suite 105 North Palm Beach, Florida 33408-2864 Daniel K. Corbett, Esquire 300 Mercury Road Juno Beach, Florida 33408 W. Jay Hunston, Jr. Esquire Gregory S. Kino, Esquire Boose Casey Ciklin Lubitz Martens McBane & O'Connell 515 North Flagler Drive Northbridge Center-19th Floor, Suite 190 West Palm Beach, Florida 33401-4330 Shaw P. Stiller, Esquire Department of Community Affairs 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 Steven M. Seibert, Secretary Department of Community Affairs 2555 Shumard Oak Boulevard, Suite 100 Tallahassee, Florida 32399-2100 Cari L. Roth, General Counsel Department of Community Affairs 2555 Shumard Oak Boulevard, Suite 100 Tallahassee, Florida 32399-2100
The Issue Whether the Sherry Petitioners have standing to initiate the proceeding in Case No. 10-0515? Whether the Oceania Petitioners have standing to initiate the proceeding in Case No. 10-0516? Whether the MACLA Intervenors have standing to intervene? Whether the Department should enter a final order that issues the JCP, the Variance and the SSL Authorization?
Findings Of Fact Setting and Preliminary Identification of the Parties These consolidated cases are set in Okaloosa County. They concern the Consolidated NOI issued by the Department to the County that indicate the Department's intent to issue state authorizations to allow the restoration of a stretch of beach known as the Western Destin Beach Restoration Project (the "Western Destin Project" or the "Project"). In addition to the Western Destin Project, there are other beach restoration efforts (the "Other Beach Restorations") which concern the Gulf of Mexico coastal system along the shores of the Florida Panhandle and about which the parties presented evidence in this proceeding. The applicants for the authorizations in the Other Beach Restorations efforts are either Okaloosa County or Walton County, the coastal county immediately to the County's east, and concern Okaloosa and Walton County property or are on federal property used by Eglin Air Force Base (the "Eglin Projects" or "A-3" or "A-13"). The Eglin Projects have been completed. The source of the sand use in the Eglin Projects is a borrow area designated by the County and its agent, Taylor Engineering, as "OK-A" ("OK-A" or the "OK-A Borrow Area"). The County intends that the OK-A Borrow Area be the source of sand for the Western Destin Project. West of East Pass, a passage of water which connects Choctawhatchee Bay and the Gulf of Mexico, the OK-A Borrow Area is between 4,000 and 5,000 feet off the shores of Okaloosa Island. Okaloosa Island is not an island. It is an area of the incorporated municipality of Fort Walton Beach that sits on a coastal barrier island, Santa Rosa Island. Except for the part of the final hearing conducted in Tallahassee, the final hearing in this case took place in Okaloosa Island. As Mr. Clark put it (when he testified in that part of the hearing not in Tallahassee), "I am in Okaloosa Island. [At the same time], I am on Santa Rosa Island." Tr. 521 (emphasis added). Petitioners in Case No. 10-0515, David and Rebecca Sherry and John Donovan (the "Sherry Petitioners") live along a stretch of beach that is in Okaloosa Island. They do not live along the stretch of beach that is within the area subject to the Western Destin Project. The Sherry Petitioners' stretch of beach is the subject of another beach restoration effort by the County (the "Okaloosa Island Beach Restoration Project"). The Okaloosa Island Beach Restoration Project, in turn, is the subject of another case at DOAH, Case No. 10-2468. The OK-A Borrow Area is much closer to the Sherry Petitioners' property than to the beach to be restored by the Western Destin Project. The Sherry Petitioners recognize the need for the restoration of at least some of the beaches in the Western Destin Project. The Sherry Petitioners initiated Case No. 10-0515, not to prevent the Western Destin Project from restoring those beaches, but because they are concerned that the beaches subject to the Okaloosa Island Project (including "their" beach) will suffer impacts from the dredging of the OK-A Borrow Area whether the dredging is done to serve the Western Destin Project or the other Projects the OK-A Borrow Area has served or is intended to serve. In contrast to the Sherry Petitioners, the Petitioners in Case No. 10-0516 (the "Oceania Petitioners") do, in fact, live on beaches in a section of the Western Destin Project that was slated for restoration when the Consolidated NOI was issued. The Oceania Petitioners are opposed to the restoration of the beaches subject to the Western Destin Project. They initiated Case No. 10-0516, therefore, because of that opposition. Walton County applied authorizations from the state for the Walton County/East Destin Project (referred-to elsewhere in this order as the "Walton Project"). The Walton Project, like the Eglin Projects, is completed. Unlike the Eglin Projects, and the intent with regard to the Western Destin Project and the Okaloosa Island Project, the Walton Project did not use the OK-A Borrow Area as its source of sand. The Walton Project used a Borrow Area to the east of OK-A (the "Walton Borrow Area"). The Walton Borrow Area is in an area influenced by the ebb tidal shoal formed by the interaction between East Pass and the Gulf of Mexico. The MACLA Intervenors (all of whom own property deeded to the MHWL of the Gulf in the stretch of beach subject to the Western Destin Project) together with the Sherry Petitioners and the Oceania Petitioners, seek findings in this proceeding concerning the impacts of the Walton Borrow Area to the beaches of Okaloosa County. They hope that findings with regard to Walton Borrow Area beach impacts will undermine the assurances the County and the Department offer for a finding that the Western Destin Project will not cause significant adverse impacts to the beaches of Okaloosa County. The Holiday Isle Intervenors support the Project. They are condominium associations or businesses whose properties are within the Project. Like the Eglin Projects, the Walton Project is complete. The Walton Project was the subject of a challenge at DOAH in Case Nos. 04-2960 and 04-3261. The challenge culminated at the administrative level in a Final Order issued by the Department that issued the state authorizations necessary to restore the Walton Project beaches. The Walton Project Final Order was appealed to the First District Court of Appeal where it was reversed. But it was reinstated in a decision by the Florida Supreme Court. The Florida Supreme Court decision was upheld when the United States Supreme Court issued a unanimous 9-0 decision less than two months before the commencement of the final hearing in these consolidates cases: Stop the Beach Renourishment, Inc. v. Fla. Dep't of Envtl Prot., 130 S. Ct. 2592 (2010). The Court held in Stop the Beach Renourishment that the Walton County Project was not a regulatory taking of property that demanded compensation to affected property owners under the Fifth Amendment to the United States Constitution. Stop the Beach Renourishment was argued before the United States Supreme Court in December of 2009, shortly before filing of the petitions that initiated these consolidated cases. The final hearing in these cases was not set initially until July 2010 in the hope that the Stop the Beach Renourishment case would be decided, a hope that was realized. In the meantime, another event threatened to affect these consolidated cases: the Deepwater Horizon Oil Spill (the "Oil Spill") in the Gulf of Mexico. The spill began with the explosion of the Deepwater Horizon oil platform in April of 2010 and continued until August of 2010 when the Oil Spill was stopped while these cases were in the midst of final hearing. The Joint Coastal Permit issued by the Department was revised to address impacts of the Oil Spill. No impacts, however, were proven in this proceeding by any of the parties. The Parties The Sherry Petitioners and Their Property David and Rebecca Sherry, husband and wife, are the leaseholders of "Apartment No. 511 [ a condominium unit] of Surf Dweller Condominium, a condominium with such apartment's fractional share of common and limited elements as per Declaration thereof recorded in Official Records . . . of Okaloosa County, Florida."2/ Their address is 554 Coral Court, #511, Fort Walton Beach, FL 32548. The Sherrys entered the lease for their condominium unit in May of 2002 in anticipation of it being their retirement home. After retirement, "towards the end of 2005," tr. 840, the unit became their permanent residence. They chose their home after an extensive search for the best beach in America on which to reside. The couple toured the Gulf Coast of Florida, the Keys and the Atlantic seaboard from South Florida into the Carolinas. Both explained at hearing why they picked the Panhandle of Florida in general and selected the Surf Dweller Condominium in particular as the place that they would live during retirement. Mr. Sherry testified: Tr. 841. This particular area we chose because of the beach quality. Quite frankly, . . . I was surprised when I first saw the place . . . the really stunning quality of it. The sand is absolutely beautiful. The water has that clear green hue. You can walk off shore and it just looks great. There isn't any other place like it in the Continental US that I've ever seen. Mrs. Sherry elaborated about the reasons for their choice to reside on the beach adjacent to the Surf Dweller and their enjoyment of the beach in the Okaloosa Island area of Santa Rosa Island. "We moved here for the quality of the beach, the sugar white sand." Tr. 936 (emphasis added). She explained that both she and her husband walk or run the beach daily. Mr. Sherry always runs; Mrs. Sherry's routine is to walk and run alternately. There are other distinctions in their daily traverses over the sugar white sand of Okaloosa Island. Mr. Sherry sometimes runs in shoes. As for Mrs. Sherry, however, she professed, I always run barefoot. I always walk barefoot and I take longer walks than he does. He runs the whole Island. I walk the whole Island and I run 3 miles at a time of the Island. So, that's the difference in the way we use [the beach.] Id. Mrs. Sherry described her activities on the beach more fully and how she enjoys it: I . . . swim. I surf on the skim board, float out in the water . . . I help Dave fish, we crab, . . . all sorts of things like that for recreation. Pretty much a beach person. I sit down on the beach under an umbrella with a lot of sunscreen. * * * I've always run barefoot. That's the reason [we chose the beach next to the Surf Dweller], it's not only the quality of the sand, [it's also] the fact that it's so soft because as I've aged, my husband and I have both been running for 30 years. He's in much better shape. I can still run barefoot and I can do a good pace, but if I've got shoes on, it's not nearly as much fun and I don't do nearly as much of it. So, to me, being able to have the squeak [of the sand underfoot], which you don't have with the restored sand is a big deal and having to wear shoes is a big deal. I really like to . . . [cross the beach] barefoot. Tr. 939. I actually think the project will impact me, at least, as much as my husband, David . . . my husband is . . . involved with . . . being board president of the Surf Dweller[.] I spend at least as much time as he does on the beach. And the way our furniture is arranged in the unit, it's so that when I'm in the kitchen, I bake the cookies, I see the beach, when I'm at the computer I can see the beach. I've got all the best views. So, I think I'm . . . extremely involved with it. It's the first thing I see in the morning; it's the last thing I see at night and I'm down there every morning. In fact, I was on the beach this morning before we came in . . . I don't miss my morning walk. Tr. 950. The Surf Dweller Condominium is located in Block 5 of Santa Rosa Island,3/ Okaloosa County, on real property that was deeded to the County by the federal government and then subsequently leased out by the County under long-term leases. The legal description of the Surf Dweller Condominium,4/ is: LOTS 257 TO 261, INCLUSIVE, LOTS 279, 280, 281, BLOCK 5, SANTA ROSA ISLAND, PLAT BOOK 2, PAGE 84, OKALOOSA COUNTY. Ex. P-8, PET7158. Block 5 of Santa Rosa Island is subject to Protective Covenants and Restrictions adopted by the Okaloosa Island Authority and recorded in the Official Records of the County at Book 121, Pages 233-250. See County Ex. 13. The Protective Covenants and Restrictions set up four classifications of areas denominated as Zones B-1 through B-4.5/ Block 5 of Santa Rosa Island is in Zone B-2, "Apartment, Hotel Court and Hotel Areas."6/ Part F of the Protective Covenants and Restrictions, provides, in part, Beach Protection * * * The beaches, for 300 feet inland from mean water level (or to the dune crest line, whichever is the greater distance), are under strict control of the Authority . . . One hundred fifty feet inland from the mean water line, in front of all B1 and B2 Areas, will be public beaches. The next 150 ft. inland will be private beaches as set out on subdivision plats . . . County Ex. 13, at page marked "BOOK 121 PAGE 242." The Surf Dweller Condominium property, lying between reference monuments R-6 and R-7, does not extend as far south as the mean high water line ("MHWL") of the Gulf of Mexico. From testimony provided by Mr. Sherry, see below, it appears that the Surf Dweller condominium property is deeded to the border with the beaches governed by Part F of the Protective Covenants and Restrictions. John Donovan is the leaseholder of "APARTMENT NO. 131 AND APARTMENT NO. 132, OF EL MATADOR, A CONDOMINIUM AS PER DECLARATION THEREOF, AS RECORDED IN . . . THE PUBLIC RECORDS OF OKALOOSA COUNTY, FLORIDA."7/ The address of the El Matador is 909 Santa Rosa Boulevard, Fort Walton Beach, FL 32548. Petitioner Donovan is not a resident of the State of Florida. His primary residence is in the State of Georgia. Mr. Donovan described in testimony his use and the use of his family of the beach seaward of El Matador and other parts of the Okaloosa Island area of Santa Rosa Island: I've . . . got to walk [for reasons of health] and I do walking every day I'm down here[.] I get all the way down to East Pass. I don't get down there every day, but I get down there a lot. My sons and my one grandchild take great pleasure in fishing off there, right at the end where the East Pass is right from the surf. * * * I swim. I don't swim probably as much as my co-petitioners [the Sherrys], but I'm sure I go out further. And I don't surf like David [Sherry] does but my grandchild would never tell me that I don't. I run as much as I can. Not as much as I used to. We also take long walks. Tr. 973-4. In a plat of El Matador Condominium introduced into evidence as part of Exhibit P-7, El Matador is described as: A CONDOMINIUM OF LOTS 557 THROUGH 590 INCLUSIVE, BLOCK 9 AND THE INCLUDED PORTION OF PORPOISE DRIVE THEREOF SANTA ROSA ISLAND A SUBDIVISION OF BLOCK 9 A RESUBDIVISION OF BLOCK 8 AS RECORDED IN PLAT BOOK 2, PAGE 190, PUBLIC RECORDS OF OKALOOSA COUNTY, FLORIDA Exhibit P-7, last page (un-numbered). Block 8 of Santa Rosa Island (like Block 5 in which the Surf Dweller Condominium is located) is also in Zone B-2 set up by the Protective Covenants and Restrictions. Block 8, just as Block 5, is governed by Part F, Beach Protection, of the Protective Covenants and Restrictions that places the beaches, for at least 300 feet inland, of the segment of Santa Rosa Island to which Block 8 is adjacent under the strict control of the County and makes the first 150 feet inland from the MHWL "public beaches." County Ex. 13, at page marked "BOOK 121 PAGE 242." El Matador Condominium lies between reference monuments R-1 and R-2. It is not deeded to the MHWL of the Gulf. The plat that is the last page of County Exhibit 13 shows the southern edge of the El Matador condominium property to be adjacent to the "FREEHOLDERS BEACH," Exhibit P-7, last page (un-numbered), landward of the Gulf of Mexico, that is, to the edge of the area of the private beach designated under the "Beach Protection" provision of the Protective Covenants and Restrictions, landward of the public beach designated by the same provision. Neither the Surf Dweller Condominium Property in which the Sherrys reside, nor the El Matador Condominium Property inhabited by Mr. Donovan abuts or is a part of the area subject to the Western Destin Beach Restoration Project. The two properties in Okaloosa Island are to the west of the Project. The Sherrys and Mr. Donovan did not initiate Case No. 10-0515 because they oppose the restoration of the beach subject to the Project. They initiated the proceeding because of concerns that the borrow area that will serve the Project is so close to Okaloosa Island and situated in such a way that once dredged it will cause adverse impacts to the Okaloosa Island beaches to the detriment of their use and enjoyment of the beaches. The Beach, Post-Hurricane Opal and Other Tropical Storms Beginning with Hurricane Opal in 1995, the beaches and shores adjacent to the Surf Dweller and El Matador Condominium Properties were seriously damaged. Nonetheless, there is a significant stretch of dry beach between the Surf Dweller and El Matador condominium properties and the MHWL of the Gulf. In the case of the Surf Dweller Property, Mr. Sherry estimated the width of the beach between the condominium property and the MHWL to be 300 feet. See his testimony quoted, below. The MHWL of the Gulf of Mexico is a dynamic line, subject to constant change from the natural influences of the coastal system. Whatever effect its ever-changing nature might have on the width of the beaches declared public and private8/ between the MHWL and the Surf Dweller and El Matador condominium properties, however, there can be no doubt on the state of the record in this proceeding that at the time of hearing there existed a 150 foot-wide stretch of beach water-ward of the two condominiums that the public has the legal right to occupy and use. Indeed, Petitioner David Sherry, when asked about the private beach and public beach governed by the Part F of the Protective Covenants and Restrictions in cross-examination conducted by Mr. Hall on behalf of the County, confirmed as much when he related the actual practice by the public in using it and the response that public use generated from him and his wife: Q If someone . . . crosses Santa Rosa Boulevard and utilizes this access[-]way that's marked on the map that you identified earlier, do they have the right to utilize any of the portion of [the private beach] of that 150-foot portion in front of your condominium? A . . . [N]o, they wouldn't have the right to do that. Q . . . [D]o they have the ability to set up an umbrella or place their towel within that 150-foot area [of private beach] in front of your condominium? A In that area, no. In the area south of that [the public beach] , which is where everyone actually sets up and wants to set up, in that area south, people set up and we don't have any problem with that. We let people do it -- Q On [the] public beach[.] A On the public beach they're perfectly free to do that. * * * Q I believe your testimony today, based on your GPS calculations, was that you have 300 feet of dry sand beach . . . running from the boundary of the condominium to the edge of the Gulf of Mexico; is that correct? A Essentially, from the building to the Gulf of Mexico. * * * Q So, 300 feet, roughly, from the boundary of the Surf Dweller Condominium common area down to the waterline? A Correct. Q So, there would be enough room today, based on the language of the restrictive covenants to have . . . 150 feet of public beach and then the 150 feet of Freeholders Beach as designated on the plat [in County Exhibit 13] now? A Much like it was in 1955 [when the Protective Covenants and Restrictions were adopted and recorded], yes. Tr. 891-3, (emphasis added). Since the first 150 feet of beach landward of the MHWL under the Protective Covenants and Restrictions is "public beach," there is no doubt that there is a stretch of beach between the Surf Dweller Condominium and the MHWL that is public beach and its width is at least 150 feet.9/ From aerial photographs introduced into evidence, the same finding is made with regard to beach that is public between El Matador and the MHWL of the Gulf. Mr. Donovan testified that his leasehold interest in his units at El Matador along with the interests of the other El Matador condominium unit leaseholders included 150 feet of private beach landward of the 150 feet of public beach adjacent to the MHWL of the Gulf of Mexico. His lawyer, moreover, advised him not to convert his leasehold interest into a fee simple ownership in order to protect his interest in access to the private beach designated by the Protective Covenants and Restrictions. See Tr. 986-87. Mr. Donovan is concerned about the erosion and turbidity impacts the borrow site could have on the Gulf and the beach. Erosion would change his view of the beach from the window of his condominium unit and aggravate a scalloping of the shore. The unevenness of the scalloped surface would cause him difficulties in his walks. Turbidity could attract sharks which would make it unsafe for him to swim. Most importantly to him, a change in the beach and shoreline along the El Matador Condominium property as drastic, in Mr. Donovan's view, as that contemplated by the Draft JCP could deter his family members (his grandchild included) from visiting him and vacationing at his unit in the El Matador Condominium. The Guidry Petitioners and Their Property Roland Guidry, a retired Colonel in the United States Air Force, is co-trustee of the Guidry Living Trust and the President of the Oceania Owners' Association, a condominium association governed by chapter 718, Florida Statutes. The Guidry Living Trust is the owner of Condominium Unit 605 in the Oceania Condominium, a condominium established under chapter 718, Florida Statutes. The address of the unit is 720 Gulf Shore Drive, Unit 605, Destin, Florida, 32541. In his capacity as co-trustee, Mr. Guidry has the independent power to protect, conserve, sell, lease or encumber, or otherwise to manage and dispose of trust assets, which include Unit 605 in the Oceania Condominium. The Oceania Owners' Association is mandated by the Oceania Declaration of Condominium to "maintain, manage and operate the condominium property." Ex. P-6 at 4. The declaration also declares, "[a]ll unit owners shall automatically become members of the association after completion of closing of the purchase of a unit in Oceania, A Condominium." Id. The Guidry Living Trust, therefore, is a member of Oceania Condominium Association. The powers of the officers and directors of the Oceania Owners' Association are set forth in the Declaration of Condominium that governs Oceania: The officers and directors of the association shall have the powers set forth in this declaration and the association bylaws, and shall, at all times, have a fiduciary relationship to the members of the association and shall operate and manage the association in the best interest of its members. Id. Oceania's Declaration of Condominium, furthermore, prescribes that "[t]he association shall have all powers granted by Chapter[s] 718 and 617, Florida Statutes." Id. at 5. Every member of the Oceania Owners' Association Board of Directors approved the initiation of Case No. 10-0516, according to the testimony of Colonel Guidry, but there was no documentary evidence offered that a vote had been taken of the Board of Directors at a board meeting on the issue of whether to file the petition that initiated Case No. 10-0516 or the outcome of any such vote. As an owner of a unit in Oceania, The Guidry Living Trust owns an undivided share of the Oceania Condominium's common property10/ which "comprise[s] all the real property improvements and facilities to Oceania, A Condominium, including all parts of the building other than the units . . . and . . . [certain] easements . . . ." P-6 at 1, 2. The Oceania Condominium real estate is deeded to the "APPROXIMATE MEAN HIGH WATER LINE OF THE GULF OF MEXICO". P-6, Exhibit "B." The Surveyor's Certificate on the survey of Oceania, A Condominium, attached to the Oceania Declaration of Condominium is dated January 16, 1996. The date is more than two months after Hurricane Opal made landfall and damaged the Okaloosa County coastline in October of 1995. Standing of the Oceania Petitioners Colonel Guidry did not appear at hearing in a personal capacity. He appeared in his capacities as co-trustee of the Guidry Living Trust and President of the Oceania Owners' Association. In contrast to the Sherry Petitioners, therefore, Colonel Guidry did not allege his personal use and enjoyment of the beach as a basis for standing. As to injury and standing of both the Guidry Living Trust and the Oceania Owners' Association, Colonel Guidry asserted a number of interests that he believed will be substantially affected by the Project. They fall into four categories of concern. The first concern is with regard to the action of the sand along the shoreline of the Oceania property after the two reaches of beach to the east and west will have been restored under the revisions to the Draft JCP. After construction activities, sand along the shoreline will equilibrate, that is, the sand will move or be transported so as to stabilize the shoreline. This stabilization or achievement of shoreline equilibrium will tend to move the shoreline along the Oceania property waterward. Colonel Guidry expressed his concern as follows: [The Oceania property] would be sandwiched . . . between two public beaches . . . mother nature will fill in what I call the Oceania Gap. Right now the only line we have on our beach is our southern property line [the MHWL of the Gulf][11] . . . . That's the only line I know of that's on our beach or will be placed on our beach. But if sand fills in, then that creates a cloud of confusion, if the State lays claim to this sand that accumulates in the Oceania Gap, as a result of the construction on both sides of us. Tr. 764, (emphasis added). The second category of concern relates to the location of the property post-construction between "two public beaches." Such a location, in Colonel Guidry's view, would make individual units at the Oceania Condominium less valuable. The third category is that the public would be more likely to trespass on private Oceania property. The fourth concern of Colonel Guidry is that the Project will have undesirable impacts to Oceania property owners' littoral rights to accretion and to touch the water. The first three concerns all stem from a decision made by the Board of County Commissioners after this proceeding was commenced to remove the Oceania property from the Project. Oceania Removed The beach and shore in the southern part of the Oceania condominium property,12/ (the "Oceania Beach Segment of Shoreline" or the "Oceania Gap") were originally subject to the Consolidated NOI for the Western Destin Beach Restoration Project. But on the eve of the date scheduled for the commencement of the final hearing in these cases, the Board of County Commissioners for Okaloosa County voted to remove the Oceania Beach Segment of Shoreline from the application for the Project. Taylor Engineering (the County's Agent) submitted a request to the Department that reads: On behalf of Okaloosa County, Taylor Engineering submits its request to modify the project area and Draft Joint Coastal Permit for the Western Destin Beach Restoration Project . . . The applicant has decided to remove the Oceania Condominium Property from the beach fill placement area. The revised project, as described in the enclosed permit drawings, includes two reaches: Reach 1 extends from the east jetty of East Pass to approximately 600 ft east of FDEP reference monument R-22 (R-22.6) and Reach 2 extends from approximately 200 feet east of R-023 (R- 23.2) to R-25.5. The Oceania Property defines the gap between Reach 1 and Reach 1. Additionally, we request the FDEP modify Specific Condition 1 of the Draft Joint Coastal Permit to reflect the modified project area. More specifically, we request that the Mean High Water Line Survey requirement of Specific Condition 1 exclude the Oceania Condominium property. Notice of Filing Request for Modification and Revised, Draft Joint Coastal Permit, Exhibit A. Revisions to the Original Draft JCP In light of the vote and based on the County's request, DEP filed a Revised Notice of Intent on July 26, 2010, which included revision of the Draft JCP (the "First Revised Draft JCP"). The First Revised Draft JCP eliminated the Oceania Beach Segment of Shoreline from the Project and took other action such as requiring the applicant to check for oil in the OK-A Borrow Area prior to construction by both visual inspection and analysis of sand samples because of the ongoing Deepwater Horizon Oil Spill in the Gulf. The revision also included changes to Specific Condition 5 of the Draft JCP.13/ On August 18, 2010, the Department gave notice of another revision of the JCP (the "Second Revised Draft JCP"). The Second Revised Draft JCP changed Specific Condition 1 of the JCP by eliminating the requirement that the County establish a pre-project MHWL prior to undertaking construction activities and instead requires the County to conduct a survey in order to locate an erosion control line ("ECL"). The revisions to the Draft JCP stirred interest in participating in this proceeding among a group of property owners who do not want the beaches along their properties restored: the MACLA Intervenors. The MACLA Intervenors and Their Properties On September 8, 2010, a petition to intervene (the "MACLA Petition to Intervene") was filed by nine putative intervenors: MACLA LTD II, a Limited Partnership ("MACLA"); H. Joseph Hughes as Trustee of the Betty Price Hughes Qualified Vacation Residence Trust ("Hughes Trust"); Kershaw Manufacturing Company, Inc. ("Kershaw"); Kayser Properties LLC ("Kayser"); Destin, LLC ("Destin"); Paul Blake Sherrod, Jr., and Cindy M. Sherrod ("Sherrods"); Blossfolly, LLC ("Blossfolly"); 639 Gulfshore, LLC ("639 Gulfshore"); and Laura Dipuma-Nord ("Nord"), (collectively, the "MACLA Intervenors.") All nine of the MACLA Intervenors own real property in the City of Destin within the Project area that fronts the Gulf of Mexico. All nine properties have the MHWL of the Gulf as their southern boundary. MACLA is a Texas Limited Partnership. Louise Brooker is its president. The address of its property is 620 Gulf Shore Drive. The Hughes Trust owns a one-third interest in real property at the address of 612 Gulf Shore Drive. H. Joseph Hughes is a trustee of the Hughes Trust. Kershaw is an Alabama corporation. The address of its property is 634 Gulf Shore Drive. The address of the Kayser property is 606 Gulf Shore Drive. The address of the Destin property is 624 Gulf Shore Drive. The address of the Sherrods' property is 610 Gulf Shore Drive. The address of the 639 Gulfshore property is 6346 Gulf Shore Drive. The address of the Blossfolly property is 626 Gulf Shore Drive. The address of Ms. Dipuma-Nord is 600 Gulf Shore Drive. The properties owned by the MACLA Intervenors are among 18-single family lots located between a rough mid-point of reference markers R-020 and R-021 and a rough mid-point of reference markers R-022 and R-023. See Ex. P-238. These 18 single-family lots are in the approximate middle of the Project. The Oceania property, eliminated from the Project at the time of the filing of MACLA Petition to Intervene, is just to the east of the 18 single family lots in which the properties of the MACLA Intervernors are located. (Reference marker R-023 is set along the shoreline adjacent to the Oceania property.) The MACLA Intevenors' properties and the Oceania property are within the area from R-020.3 to R-023.3 (the "Middle Segment", see discussion of Critically Eroded Shoreline, below). According to an evaluation conducted by the Department on January 7, 2009, the Middle Segment of the beach is one in which "[u]pland development is not currently threatened." Ex. P-238. Timeliness of the MACLA Petition to Intervene The MACLA Petition to Intervene was filed well after the commencement of the hearing. Under rule 28-106.205, because it was filed later than 20 days before the commencement of the hearing, it could only be accepted upon "good cause shown" or if the time for filing were "otherwise provided by law." The MACLA Petition to Intervene was also filed after the Department had entered an order dismissing petitions for administrative hearings filed by three of the MACLA Intervenors14/ to contest the Second Revised JCP. The order of dismissal with prejudice by the Department dated September 7, 2010, was entered on the following bases: First, the Petitioners had a clear point of entry to challenge the proposed permit after it was publicly noticed on January 9, 2010. The Petitioners failed to timely challenge the proposed permit when given the opportunity to do so. Second, it is well settled that any proposed modifications to a proposed permit made during the course of a de novo proceeding to formulate final agency action do not create a new point of entry. Accordingly, the Petition is dismissed without prejudice to amend. Petition to Intervene, filed September 8, 2010, Ex. A, at 2 of 8. The Department was aware that the Western Destin Project "because of its size, potential effect on the environment, potential effect on the public, controversial nature or location, is likely to have a heightened public concern or is likely to result in a request for administrative proceedings." Consolidated NOI, at 13 of 17. The Department therefore took pains to ensure that parties affected by the Western Destin Project would be provided notice of the Project and have an opportunity to timely assert their rights to challenge the permitting and authorization of the Project. The Consolidated NOI required publication within 30 days in the legal ad section of a newspaper of general circulation in the area a public notice of the Consolidated NOI. It also required proof of publication. The County complied on both counts. A notice was published on January 9, 2010, in the Destin Log, in Okaloosa County. The public notice specifically identified the project location as between reference monuments R-16.6 and R-25.5 in Okaloosa County, which includes the segment of the shoreline adjacent to the MACLA Intervenors Property. The Department also provided a detailed statement of the "Rights of Affected Parties," including their right to petition for an administrative hearing pursuant to sections 120.569 and 120.57 within 14 days of receipt of written notice of the Consolidated NOI. The point of entry into the administrative proceedings to challenge the Consolidated NOI, therefore, in the case of affected parties with notice by virtue of the publication on January 9, 2010, expired on January 23, 2010. The section of the Consolidated NOI that governed the rights of affected parties also warned: Because the administrative hearing process is designed to redetermine final agency action on the application, the filing of a petition for an administrative hearing may result in a modification of the permit or even a denial of the application. * * * The failure of any person to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under Sections 120.569 and 120.57, F.S. Consolidated NOI, at 14 of 17. The MACLA Intervenors read the Destin Log at least on occasion and communicated with counsel for the Oceania Petitioners. Some believed they were represented by counsel for the Oceania Petitioners and had contributed to legal fees incurred by the Oceania Petitioners. Despite the foregoing, the MACLA Petition to Intervene was granted (subject to proof of standing) on the basis that the MACLA Intervenors had shown good cause for the filing after the deadline imposed by rule 28-106.205. At the time a point of entry into administrative proceedings was provided by the combination of the Consolidated NOI in December of 2009 and publication in the Destin Log of the notice on January 9, 2010, the Draft JCP called for the applicant to provide a survey of a Pre-project MHWL rather than the establishment of an ECL. Neither notice of the Second Revised Draft JCP, filed on July 26, 2010, nor the Second Revised Draft JCP, itself provided a point of entry into formal administrative proceedings to parties whose substantial interest were at stake. A new substantial interest, however, had been injected into the proceedings by the Second Revised JCP. The Second Draft JCP requires the establishment of an ECL as a condition of the permit in lieu of provision of a survey of Pre-project MHWL. The MACLA Intervenors promptly sought a point of entry to contest what is plainly a drastic change in circumstances with significant consequences to the boundary of their properties toward the shoreline with the Gulf of Mexico. The effect of this change and the difficulty of keeping up with beach restoration activities in Okaloosa County, particularly for affected persons whose permanent residence is elsewhere, was demonstrated by the testimony of Louise Brooker, who lives in Amarillo, Texas. When asked "[w]hy did you wait until September of this year [2010] to file the intervention?," she testified: [O]ur group thought that we were being represented by the Oceania group . . . when I did find out [the JCP had been issued], it was after the 30-day period . . . I hadn't been reading the Destin Log every day because it's very difficult to do, and then it changed. * * * Then it made a huge difference between using the mean high water line * * * And then the ECL being established, which was the ECL that I do not agree with, then that was being put in the permit. So that changed things a great deal. (emphasis added). Tr. 1526-7. Once their petitions for formal administrative proceedings had been dismissed with prejudice by the Department (or in the case of the MACLA parties whose petitions for an administrative had not been dismissed yet but appeared likely to meet the same fate), the MACLA Intervenors promptly sought relief through filing the MACLA Petition to Intervene. When the petition to intervene of the MACLA Intervernors was opposed by the County and the Department, the placement of the substantial interest at stake in the proceeding of a fixed ECL as the southern boundary of their property by the Second Revised JCP and the quick action of the MACLA Intervenors in contesting in contesting it was viewed as good cause for the filing of their petition later than required by rule. The Other Parties Okaloosa County is a political subdivision of the State of Florida and the applicant for the JCP, the Variances and the SSL Authorization. The Department is the state agency responsible for administration of the state's regulatory authority as found in Part I of the Beach and Shore Preservation Act, chapter 161, Florida Statutes, and in particular, for the issuance of permits required by section 161.041 and the concurrent processing of "joint coastal permits" as allowed by section 161.055. It also serves as staff to the Board of Trustees of the Internal Improvement Fund and in that capacity handles the processing and issuance of SSL Authorizations. The Holiday Isle Intervenors are businesses and condominium associations, all of whose members own real property or conduct businesses along the segment of the beach to be restored by the Project. Their properties (unlike the Oceania property and the MACLA Intervenors' properties in the Project "gap" between R-22.6 and R-23.2) are along shoreline that has been designated by the state as critically eroded.15/ Critically Eroded Shoreline Florida Administrative Code Chapter 62B-36 governs the Beach Management Funding Assistance Program. It contains the following definition of "Critically Eroded Shoreline": "Critically Eroded Shoreline" is a segment of shoreline where natural processes or human activities have caused, or contributed to, erosion and recession of the beach and dune system to such a degree that upland development, recreational interests, wildlife habitat or important cultural resources are threatened or lost. Critically eroded shoreline may also include adjacent segments or gaps between identified critical erosion areas which, although they may be stable or slightly erosional now, their inclusion is necessary for continuity of management of the coastal system or for the design integrity of adjacent beach management projects. Fla. Admin. Code R. 62B-36.002(4), (the "Critically Eroded Shoreline Rule"). The Department determines whether upland development, recreational interests, wildlife habitat or cultural resources are threatened or lost based on a 25-year storm event. Consideration of the Project on this basis leads to the Project being broken into three segments: a segment from R-17 at the west end of the Project to roughly R-20.3 (the "Western Segment"); a segment roughly between R-20.3 and R-23.2 (the "Middle Segment"); and a segment roughly between R-23.2 and R-25.5 (the "Eastern Segment"). Mr. Clark described the impact of a 25-year storm event on the Western and Eastern Segments: [T]hose two areas, based on the evaluation and the projection of the impact of a 25-year storm event, which is a high frequency storm event, showed that there would be erosion through deflation of the beach profile and recession of the shoreline to such an extent that upland development and infrastructure would be threatened. Tr. 499. As for the Middle Segment, "the same evaluation did not show that the 25-year storm event would provide that same level of threat." Id. The Middle Segment, however, for the purposes of continuity of the management and design integrity, was also designated as Critically Eroded Shoreline and the entire stretch of shoreline, including all three segments, Western, Middle, and Eastern, was originally included in the Project.16/ The Project With the elimination of the Oceania Gap, the Project calls for the placement of 831,000 cubic yards or so17/ of beach- quality sand along 1.7 miles (less the 600 feet of the Oceania Gap) of shoreline within the City of Destin between reference monuments R-16.6 and R-22.6 and between R-23.2 and R-25.5. The Project is designed to restore the shoreline to conditions that existed before Hurricane Opal in 1995. The useful life of the Project is estimated to be eight years. The Project will restore beach along 32 separate parcels of property, 31 of which are privately owned. The exception is a small area of publicly owned beach at the extreme west end of the Project. The Project's Construction is intended to be facilitated by hopper dredge. The dredge excavates at a borrow site. A ship brings the excavated material to the beach fill site where it is discharged by pipe onto the beach. The pipeline runs perpendicular to the shore and extends about a quarter of a mile offshore. The contractor normally fences off a work zone that is about 500 feet wide. The work zone moves along the beach as construction progresses. "[I]n that work zone, there is a lot of heavy equipment that moves the sand around . . . looking at the Project . . . [from] an aerial view, roughly half the sand will be placed seaward and half the sand . . . landward of . . . [the] Mean High Water Line." Tr. 139. The Project's construction template or "the shape of the beach when it[']s constructed," id., consists of a dune, a back berm and a wide variable berm. The dune has an elevation of 8.5 feet and a crest width of 30 feet. The berm has an elevation of 5.5 feet. The width of the construction varies but averages about 200 feet. Over the first several months following the Project's construction, a calibration process takes place. About half of the berm erodes and deposits offshore in a near shore sand bar. "That near shore bar acts as a wave break . . . and dissipates wave energy during storms. So having a good healthy bar out there can definitely provide storm protection." Tr. 140. "Using "two to 250 feet a day,"18/ as a "good approximation for the progress . . . [in] constructing the"19/ Project, construction on any particular individual property should take between one or two days "depending on how . . . wide the property is and how fast the construction progresses." Tr. 141. A property along a lengthier segment of the beach, like the 600 feet at the seaward boundary of the Oceania Property had it remained a part of the Project, therefore, would take "two to three days." Tr. 142. Storm erosion models on the construction berm showed that the Project will provide protection from a fifty-year storm. Selection of the Sand Source: Borrow Area OK-A The engineers of the Project, ("Taylor Engineering," the "Project's Engineers" or the "Engineers") examined the Gulf's underwater expanse from Santa Rosa County to Walton County seaward to Federal waters. The search for a sand source included a reconnaissance phase and a detail phase investigation of geophysical and geotechnical data. After exhaustive study, two potential borrow areas were identified: a "far-shore" site and a "near-shore" site. The far-shore site is eight miles offshore and about a mile east of East Pass and is designated "OK-B." The near-shore site, three miles west of East Pass and centered about a mile and a quarter from the shores of the Okaloosa Island part of Santa Rosa Island, is designated "OK-A." With its edge within the designated Outstanding Florida Water boundary of the Gulf Islands National Seashore Park, it is within a relic ebb tidal delta in water depths of -36 to -51 feet, NGVD. Approximately 1.7 miles wide from east to west and approximately 0.9 miles wide north to south, it covers approximately 700 acres. At its landward-most side, it will be dredged to 10 feet into the existing bottom. Reference in documents of Taylor Engineering and the County to OK-A as the "near-shore site" does not mean it is located in the "nearshore" as that term is used in coastal geology. The coastal geologic term "nearshore" refers to the zone from the shoreline out to just beyond the wave breaking zone.20/ Borrow Area OK-A is well beyond the nearshore. It is clearly located "offshore," in "the relatively flat zone that is located from the surf breakers seaward out to the outer limits of the continental shelf."21/ Tr. 513. It is referred as the near- shore site by Taylor and the County to distinguish it from OK-B which is farther offshore and therefore was referred to as the "farshore site." The two sites, OK-A and OK-B, were selected for comparative review on three bases: sand quality; financial impact; and dredging impacts. Sand quality is "the number one criteri[on]." Tr. 143. It involves grain size, soil and shell content, and sand color. Financial impact is determined mainly by distance; the farther from the construction site, the more expensive to transport the sand. If the borrow area is close enough to shore, a Borrow Area Impact Analysis is conducted. An impact analysis was not conducted for OK-B. The Engineers assumed on the basis of its 8 miles distance from shore that it would not impact the shoreline in any way. The assumption was a reasonable one. Impacts to the shoreline or beach from the dredging of OK-B are unlikely.22/ A Borrow Area Impact Analysis was conducted of OK-A. The quality of the sand in OK-B was similar to that of OK-A but OK-A's "was slightly better." Tr. 144. The slight difference was not a significant factor in the determination that OK-A should be selected. The main factor in favor of OK-A was distance. Because it is so much closer to the Project than OK-B, use of OK-A "substantially reduces the cost of construction" id., compared to OK-B. Taylor Engineering (and ultimately the County) selected OK-A as the sand source. The selection process included a sand source investigation by Taylor. Taylor Engineers' final report on sand source was released in October of 2009. The report shows that in OK-A, the southeast corner of the area "seemed to contain a lesser quality sand than the borrow area as a whole and in terms of color." Tr. 145. Sand from the southeast corner of OK-A, nonetheless, was used in two beach restoration projects, both on Eglin Air Force Base property. Those projects were denominated A-3 and A-13.23/ The selection of OK-A was not upset by Taylor Engineering's OK-A Borrow Area Impact Analysis. Borrow Area Impact Analysis An Okaloosa County Sand Search Borrow Area Impact Analysis was prepared by Taylor Engineering for the Joint Coastal Permit Application and released in July of 2008. Aware that dredging the borrow site could affect both wave climate and current (the swift flow of water within a larger body of water), Taylor examined the impact of dredging the OK-A Borrow Area for those effects in the borrow area vicinity. The ultimate purpose of the Borrow Area Impact Analysis, however, was larger. It was to determine the changes to wave and current climate for impact to the beach, such as erosion. An increase in wave height, for example, would increase erosion. Two numerical modeling efforts were conducted. The first, called STWAVE, documents the impacts to wave climate. The second, ADCIRC, analyzes the effects of the dredging on currents. The STWAVE model requires wave characteristics as input. Taylor Engineering used "a 20-year hindcast of wave data from a WIS station located directly offshore in deep water. Under STWAVE modeling, impacts were examined for normal conditions and then 'under a 100-year storm condition.'" Tr. 149. The basis was the 100-year storm data from Hurricane Opal. The impacts of bottom friction were ignored, a common practice in applications like the County's JCP application that involves work on the open coast with a uniform sandy bottom. As Mr. Trudnak put it: Tr. 150. When you use . . . wave monitoring devices, you're trying to calibrate a model for the effects of bottom friction. And when the borrow area is this close to shore [as in the case of OK-A], . . . the propagation of distance of the waves is relatively short. And when you have a uniform sandy bottom you don't expect the impacts of bottom friction to be significant. So . . . in applications like [Okaloosa County's for the Western Destin Project], you ignore the effects of bottom friction. The analysis assumed that all of the sand in the borrow area would be removed when, in contrast, "the borrow site usually contains 50 percent more sand than what the Project requires on the beach." Tr. 152. In the case of OK-A, it is intended to serve the Eglin Air Force Base Project, the Okaloosa Island Project and the Western Destin Project. These projects require 4.7 million cubic yards of sand of the nearly 7 million cubic yards of sand available in OK-A. The impact analysis, therefore, was conservative in that it predicted more impact than would actually occur because significantly less sand would be removed from the site than was factored into the STWAVE modeling. With regard to normal conditions, the STWAVE modeling led to the conclusion that impacts from the permitted activities associated with the borrow area would be negligible. Under storm wave conditions, the STWAVE modeling showed "a certain wave angle or direction that increased the wave height." Tr. 151. The increase in wave height, however, was far enough offshore so as to never affect the "actual breaking wave height on the beach." Id. The modeling results enabled Taylor Engineering to conclude "that the borrow area did not have a potential to cause any impacts whatsoever." Tr. 152. ADCIRC is a state-of-the art hydrodynamic model that simulates tidal currents. Taylor Engineering conducted the ADCIRC modeling to analyze effects on the tidal currents and circulation in and around East Pass that would be caused by dredging the borrow area. Just as in the case of STWAVE, ADCIRC modeling showed that the impact of dredging the borrow area would be negligible whether in normal or "storm" conditions. The Application Coastal Construction Permits and CCCL Permits The Application was processed as one for a joint coastal permit (a "coastal construction" permit under section 161.041). It was not processed as an application for a coastal construction control line ("CCCL") permit. Section 161.041 (the "Shore Protection Statute") and chapter 62B-41 apply to JCPs. Section 161.053 (the "CCCL Statute") and chapter 62B-33 govern CCCL permits. The Department treats its JCP and CCCL permitting programs as independent from each other and as mutually exclusive permitting programs. A project that involves "beaches and shores" construction is permitted under one permitting program or the other but not under both permitting programs. See Tr. 424-5. Indeed, when it comes to beach restoration projects (or "shore protection" projects) such as the Western Destin Project, section 161.053 of the CCCL Statute provides as follows in subsection (9): "The provisions of this section do not apply to structures intended for shore protection purposes which are regulated by s. 161.041 [the Shore Protection Statute] " The Department interprets section 161.053(9) to exempt the Project from CCCL statutory requirements and the rules that implement the CCCL Statutes so that the only permit the Project requires, in the Department's view, is a JCP. b. The "Written Authorization" Provision Chapter 62B-14 is entitled "Rules and Procedures for Applications for Coastal Construction Permits." The Shore Protection Statutes serves as rule-making authority for every rule in 62B-41. Every rule in the chapter, moreover, implements, among other provisions, one provision or another of the Shore Protection Statute. Rule 62B-41.008 derives its rule-making authority from the Shore Protection Statute and section 161.055(1) and (2). Among the statutory provisions it implements are four subsections of the statute: (1), (2), (3) and (4). Section (1) of rule 62B-41.008 provides, in pertinent part, as follows: A Joint Coastal Permit is required in order to conduct any coastal construction activities in Florida. A person required to obtain a joint coastal permit shall submit an application to the Department . . . The permit application form, entitled "Joint Application for Joint Coastal Permit, Authorization to Use Sovereign Submerged Lands, Federal Dredge and Fill Permit" . . . is hereby incorporated by reference . . . . The application shall contain the following specific information: * * * (c) Written evidence of ownership of any property which will be used in carrying out the project, or authorization for such use from the property owner which is upland of mean high-water, or below mean high water but not sovereign land of the State of Florida. * * * (n) Written authorization for any duly- authorized member of the Department staff to enter upon any property to be used in carrying out the project, for the purpose of evaluating site conditions prior to final processing of the permit application. (emphasis added). Rule 62B-41.008(2) (the "Waiver Provision") lists requirements of rule 62B-41.008(1) which are to be waived by the Department under circumstances described in the Waiver Provision: "Any of the requirements contained in paragraph 62B-41.008(1)(f), (h), (i), (j), (k), (l), or (m), F.A.C., will be waived if the Department determined that the information is unnecessary for a proper evaluation of the proposed work." In its list of requirements that will be waived under certain circumstance, the Waiver Provision does not include paragraphs (c) or (n). The Application did not contain the "specific information" detailed in paragraphs (c) and (n) of rule 62B- 41.008(1). It did not contain written proof of ownership of any property that will be used in carrying out the Project nor did it contain authorization for such use from the property owner upland of mean high-water, information required by paragraph (c). It did not contain written authorization for any duly-authorized member of the Department staff to enter upon any private property to be used in carrying out the Project for the purpose of evaluating the site conditions prior to final processing of the permit application, information detailed in paragraph (n). As of the dates of final hearing, the County had not provided the Department with any written authorizations from the owners of the 31 privately-owned properties within the Project area, including the MACLA intervenors. As part of the Application, however, the County requested a waiver of the requirements related to authorizations. A waiver was requested under number 14 of the Application. It provides: Satisfactory evidence demonstrating that the applicant has sufficient control and interest in the riparian upland property, as described in Section 18-21.004(3)(b), Florida Administrative Code. Governmental entities that qualify for the waiver of deferral outlined in this rule must provide supporting documentation in order to be eligible. If the applicant is not the property owner, then authorization from property owner for such use must be provided. Joint Ex. 1, at 3 of 9. The County, through its agent, Taylor Engineering, responded to number 14 of the Application as follows: Response: The applicants request a waiver of the requested information under Rule 18- 21.004(3)(b), which grants an exception to the upland interest requirement for restoration and enhancement (e.g. nourishment) activities conducted by a government agency. According to Rule 18- 21.004(3)(b), satisfactory evidence of sufficient upland interest is not required for the proposed activity, because the proposed offshore borrow area is not riparian to uplands and the beach fill activities will not unreasonably infringe on riparian rights. Joint Ex. 1, Attachment A, at 3rd un-numbered page. Rule chapter 18-21 governs Sovereignty Submerged Lands Management. Rule 18-21.004(3)(b) ("the Upland Interest and Riparian Rights Rule") provides as follows: (3) Riparian rights. * * * (b) Satisfactory evidence of sufficient upland interest is required for activities on sovereign submerged land riparian to uplands, unless otherwise specified in this chapter. * * * Satisfactory evidence of sufficient upland interest is not required . . . when a governmental entity conducts restoration and enhancement activities, provided that such activities do not unreasonably infringe on riparian rights. (emphasis added). Item number 18 of the Application calls for signatures related to "any proprietary authorizations identified above," such as those identified in item number 14. Consistent with the request for a waiver from providing the requested information with regard to satisfactory evidence demonstrating sufficient control and interest in the riparian upland property, no signatures were provided by the County or its agent. Rule 62B-49.003(3), entitled "Policy" provides: Any application submitted pursuant to this chapter shall not be deemed complete, and the timeframe for approval or denial shall not commence until the Department has received all information required for: a coastal construction permit under Section 161.041, F.S., and Chapter 62B-41, F.A.C.; an environmental resource permit under Part IV of Chapter 373, F.S., and Title 62, F.A.C.; and a proprietary authorization, under Chapter 253, F.S., and Chapters 18-18, 18-20 and 18-21, F.A.C. See the material bound and attached to the Request for Official Recognition filed August 2, 2010, Tab "Chapter 69B-49, F.A.C." The Department deemed the Application complete on December 30, 2009. Amendment of the JCP re: Written Authorizations The petition for formal administrative hearing filed in Case No. 10-0516 challenged the Consolidated NOI on the bases, inter alia, that the Application had failed to "provide 'sufficient evidence of ownership' as defined in rule 62B- 33.008(3)(c), F.A.C., to be a proper applicant for the Permit"24/ and that the County had not "provided satisfactory evidence of sufficient upland interest to be entitled to a letter of consent to use sovereign submerged lands."25/ To support their allegation that the County is not a proper applicant for the JCP, the Oceania Petitioners amended their petition on July 13, 2010, to add the following: The County must provide the Department "[w]ritten evidence of ownership of any property which will be used in carrying out the project, or authorization for such use from the property owner which is upland of mean high-water, or below mean high-water but not sovereign land of the State of Florida", as required by [paragraph (c) of the JCP Application Specific Information Rule]. The Department must receive "[w]ritten authorization for any duly-authorized member of the Department staff to enter upon any property to be used in carrying out the project, for the purpose of evaluating site conditions prior to final processing of the permit application", as required by Rule 62B- 41.008)1)(n), F.A.C. The Amendment was made despite the existence in all of the versions of the Draft JCP, the original version and the revised versions, of General Condition Six: This permit does not convey to the Permittee or create in the Permitee any property right, or any interest in real property, nor does it authorize any entrance upon or activities on property which is not owned or controlled by the Permittee. The issuance of this permit does not convey any vested rights or any exclusive privileges. Joint Ex. III at Tab 9 at 4 of 26. With the filing of the Oceania Petitioners' Second Amended Complaint in Case No. 10-0516, the issues appeared to be fully joined. Before the case proceeded to hearing, however, the County voted to remove the Oceania Property from the Project (see paragraphs 31 and 32, above). The vote led to a formal request from the County to DEP to revise the Project and a revision by the Department of the Project's drawings and the Draft JCP (the "First Revised Draft JCP"), notice of which was filed on July 23, 2010. The revisions to the Draft JCP necessitated by the elimination of the Oceania property from the Project was not the only revision made to the Draft JCP as noticed on July 23, 2010. The Department also revised the Draft JCP's Specific Condition 5. This latter revision prompted the Sherry Petitioners to file a petition for an administrative determination concerning un- adopted rules. DOAH assigned the petition Case No. 10-6205RU. During the final hearing, the Department revised the Draft JCP a second time (the "Second Revised Draft JCP".) The second revision inspired the MACLA Petitioners' petition to intervene. Just as with the Sherry Petitioners, the revision to Specific Condition 5 prompted the MACLA Petitioners to petition for an administrative determination concerning un-adopted rules. DOAH assigned this second un-adopted rule challenge to Specific Condition 5 Case No. 10-8197RU. Case Nos. 10-6205RU and 10-8197RU In general, the revision to the Draft JCP's Specific Condition 5 advised the County that no beach restoration work can be performed on private upland property unless authorization from the owner of the property has been obtained and submitted to the Department ("the Upland Property Authorization Requirement"). The revision also provided an exception to the Upland Property Authorization Requirement: the County could submit an authorization from a court of competent jurisdiction that such an authorization is not required. Case Nos. 10-06205RU and 10-8197RU were heard at the same time as these consolidated cases.26/ A final order was issued with regard to the two cases on November 4, 2010. The final order dismissed the case because the Sherry Petitioners and the MACLA Petitioners had not demonstrated that they would be "substantially affected" by Specific Condition 5 as required by section 120.56(3) for a party to have standing to challenge an agency statement that constitutes a rule which has not been adopted pursuant to the rule-making procedures found in section 120.54(1)(a). Case Nos. 10-6205RU and 10-8197RU were two of three petitions seeking administrative petitions concerning un-adopted rules that were consolidated and heard with the consolidated cases subject to this Recommended Order. The third was a case that had been filed by the Oceania Petitioners earlier in the proceeding: Case No. 10-5384RU. Case No. 10-5384RU Case No. 10-5384RU was filed by the Oceania Petitioners in order to challenge as an un-adopted rule Specific Condition 1 as it appeared in the Original Draft JCP ("Original Specific Condition 1"). Original Specific Condition 1 contained several requirements. In general, it required the County to record a certificate before the commencement of construction associated with the Western Destin Project. The certificate was required to describe all upland properties along the shoreline of the Project. The certificate was also required to be accompanied by a survey of a pre-project mean high water line (the "Pre-project MHWL) along the entire length of the Project's shoreline. The case claimed that the Department had made another statement that constituted an un-adopted rule which violated the rule-making provisions of chapter 120: "that an Erosion Control Line (the 'ECL') is not required to be established pursuant to Section 161.161, Florida Statutes, for a beach restoration project unless 'state funds' are used for the construction (as opposed to just the design) of a beach restoration project." Case No. 10-5384RU, Petition for an Administrative Determination Concerning Unadopted Rules, at 2. During the course of the final hearing, however, the Department filed a notice of a set of revisions to the First Revised Draft JCP. These revisions (the "Second Revised Draft JCP") included a revision of Specific Condition 1. The Second Revised Draft JCP The notice by the Department that alerted the parties to the Second Revised Draft JCP was filed on August 18, 2010. The August 18, 2010, Notice contains two changes to the First Revised Draft JCP. The first change deletes entirely the existing language in Original Specific Condition 1 (the language challenged in Case No. 10-5384RU). It substitutes the following language: Prior to construction of the beach restoration project, the Board of Trustees will establish an Erosion Control Line along the shoreline of the beach restoration project. The Erosion Control Line shall be established consistent with the provisions of ss. 161.141-161.211, Florida Statutes. An Erosion Control Line shall not be established in conjunction with this joint coastal permit with respect to the shoreline seaward of the Oceania Owner's [sic] Association, Inc. members' common elements property. In lieu of conducting a survey, the Board of Trustees may accept and approve a survey as initiated, conducted, and submitted by Okaloosa County if said survey is made in conformity with the appropriate principles set forth in ss. 161.141-161.211. Department of Environmental Protection's and Board of Trustees of the Internal Improvement Fund's Notice of Revisions to the Proposed Joint Coastal Construction Permit, page 3 of 4. Thus, the first change noticed by the Department on August 18 deleted the requirement that the County submit a survey of a Pre-project MHWL. It requires, instead, that the county establish an ECL consistent with applicable statutory provisions. The second change was made with respect to Specific Condition 4(c) of the First Revised Draft JCP, which lists items to be submitted to the Department for approval prior to the commencement of construction and the issuance of a Notice to Proceed (with construction) by the Department. The existing language was deleted in its entirety and the following language was substituted: Id. Written documentation that the Erosion Control Line required by Special Condition Number 1 has been filed in the public records of Okaloosa County. Disposition of Case No. 10-5384RU The same Final Order that disposed of Case Nos. 10- 6205RU and 10-8197RU disposed of Case No. 10-5384RU. The Petitioners in Case No. 10-5384RU were found to lack standing to challenge Original Specific Condition 1 and the petition that initiated the case was dismissed. In addition, the Final Order concluded that had the Petitioners had standing to bring the challenge, the case would still have been decided in favor of the Department. This conclusion was based on the remedy called for by section 120.57(1)(e).27/ That remedy was found to have been achieved when the Department changed Specific Condition 1 to require an ECL rather than a Pre-project MHWL. See Final Order, Case No. 10- 5384RU (DOAH November 4, 2010). In addition to the record made with regard to the three rule challenges during the final hearing on the Sherry and Oceania Petitions, most of the rest of the evidence at the final hearing concerned the application of the regulatory authority of the Department and the Board of Trustees found in the Florida Statutes and the Florida Administrative Code, especially the environmental impacts of the Project as permitted by the Second Revised Draft JCP and as authorized under the Variance and the Sovereign Submerged Lands Use Authorization. Impacts The depth of OK-A should not exceed -49.4 feet, NGVD in an area where the depth of the ocean bottom is roughly -40 feet, NGVD. The excavation of the borrow site is designed in two dredging phases. The first phase, anticipated to provide up to 116 percent of the sand needed by the Project, is designed to a depth of 47.4 feet. "If for some reason, the contractor needs more sand . . ., then he can move into Phase II . . . [at a depth] of minus 47.4 to minus 49.4 feet [NGVD]. . . [,] a two foot deep layer throughout the entire borrow area." Tr. 165. OK-A is relatively wide, at least as compared to an existing borrow area not far away, the borrow area used for beach restoration in western Walton County and eastern Okaloosa County east of the City of Destin (the "Walton Borrow Area"). It is also a shallow borrow area when its depth is measured from the Gulf floor. It is in deeper water than the Walton Borrow Area. These factors make it less likely to cause impacts to the beach than the Walton Borrow Area.28/ Despite the width of OK-A, its relative shallowness measured from the Gulf floor, and its water depth, Dr. Dally, on behalf of the Petitioners, challenged the Taylor Engineering conclusion that there would be no impacts to the beach from the dredging of Borrow Area OK-A. The challenge from Dr. Dally, however, did not detail what the impacts would be or how serious they would be. Instead, Dr. Dally concluded that "not nearly enough study has been conducted of the proposed borrow area to ascertain that there will be no adverse impacts." Tr. 633. Dr. Dally's challenge to the conclusion by Taylor Engineering of no impacts to the beach from an excavated OK-A begins with an explanation in general of wave dynamics, sediment transport, and borrow site impacts. Wave Dynamics, Littoral Sediment Transport, and Borrow Site Impacts, Generally General Wave Dynamics "[W]aves in very deep water will start to turn and become more shore parallel in the case of Okaloosa County." Tr. 636. As they approach shore, a dynamic process of shoaling and refraction occurs. The waves may also become involved with diffraction. Shoaling is a growth in height from interaction with the shallow bottom or a shoal. Refraction is a process of alignment of waves with bottom contours. Diffraction is a spreading of waves or the bending of waves or change in wave direction after interaction with emergent structures or submerged features. As the process of shoaling, refraction and diffraction takes place, waves may be affected by bottom friction, depending on ocean bottom conditions. Dr. Dally offered the following description of wave changes as they close in on the face of the beach and approach interaction with the shoreline. The description includes the potential impacts of an excavated OK-A on the beaches and shores of Okaloosa Island adjacent to the Surf Dweller and El Matador condominium property: As they pass into the very nearshore . . . they, of course, grow in height. They then break . . . [or] [s]ometimes, as they pass over a [sand]bar, they'll stop breaking. And then begin breaking again when they get right up onto the beach face. Any time you put a bathymetric feature [such as a borrow area] into that otherwise natural system, you affect the wave transformation due to processes dependent upon the character of the perturbation . . . * * * Wave reflection from abrupt bathymetric changes. . . in this case, the landward most . . . notch of the borrow area would be a reflective surface . . . when something has perturbed the wave field like that, defraction [sic] becomes an important process. So, as the waves pass over this proposed borrow area and, especially, over the 10-foot or greater vertical face, they will reflect and begin defraction [sic] so that it becomes a . . . complicated wave field . . . . Tr. 636-7. In addition to the perturbation caused by the borrow area there is another factor at work that has the potential to affect the beach along the condominium properties owned by the Sherry Petitioners: sediment transport. Sediment Transport "Sand can move along or away from the beach in two ways." Tr. 1141. It can move along the shoreline or it can move offshore. Littoral transport of sediment, a factor important to erosion and accretion, is the movement of sediment, mostly sand, along or parallel to shore. It is caused by the intersection of waves that come ashore at an angle to the shoreline, rather than those that break straight onto the beach. The average net long-term littoral transport in the area of the Project and Okaloosa Island is east to west. The Sherrys and Mr. Donovan Petitioners own property down-drift from the OK-A site, or to the west. Dr. Young described the beaches down-drift of OK-A at hearing: "[t]hose beaches have, over the . . . last decade or so, been generally stable to accreting. There's a pretty nice beach out there right now." Tr. 1143. This area of the Okaloosa County's beaches and shores is the area most likely to be affected by an excavated OK- A if there are, in fact, any impacts to beaches and shores caused by the dredging of the borrow site. Borrow Site Impacts Two processes affecting waves in the Gulf would occur above an excavated OK-A Borrow Area. The first wave process would be "that part of the wave energy will actually reflect and go back out to sea," tr. 640, in essence, a scattering effect of the energy. Diffraction at the same time would cause the waves to radiate outwards from the borrow area rather than the waves going straight back out to sea. The second wave process creates the potential for the waves to become "very, very, complicated." Tr. 640. They could "trip", that is, the notch in the borrow area could break the waves. "[B]rag scattering" (tr. 641) could make the waves deteriorate into shorter period waves. If there are changes in waves, tide level or current, changes will be caused to the beach. As Dr. Dally succinctly put it at hearing, "[the beach] might erode, it might accrete, it might do both," tr. 641, by virtue of the presence of an excavated OK-A Borrow Area. If the impact of the excavation of the borrow area were to create shorter period waves, the result generally would be erosion. If the impact created longer period waves which generate water movement deep into the water column the result generally would be accretion. The borrow area has the potential in Dr. Dally's opinion to create both longer and shorter period waves. Wave angle of the waves breaking on the beach also is a factor in beach impacts. But Dr. Dally was unable to predict the impacts of the excavation of OK-A to Okaloosa Island beaches and shores without more study, data and analysis as to what effects a dredged OK-A would have on wave period and wave angle and the concomitant sediment transport. Just as Mr. Trudnak, Mr. Clark concluded that OK-A is too far offshore to cause adverse impacts to the beach. If, however, the Project were to utilize a borrow area along the same stretch of the beach but much closer to shore as in the case of the Anna Maria Island Project in which the borrow area was only 1000 feet from the shoreline, erosion impacts could occur on part of the beach. Beneficial impacts in such a case would occur to the beach downdrift of the borrow area. In the Anna Maria Island Project, beaches far enough to the south which were downdrift of the borrow area accreted. The impact to the Sherry and Donovan Properties, both being downdrift of a borrow area located along the same stretch of beach but within 1000 feet of shore and closer in than OK-A, would likely be beneficial. The area of shoreline that would be affected by wave impacts from an excavated OK-A is larger than the area in the immediate shadow zone of the borrow site, that is, a shadow zone perpendicular from the borrow site to the shore. The area affected by wave impacts depends on the angle of the waves. In the Destin area and along Okaloosa Island where the Sherry Petitioners reside, the waves come ashore predominately out of the east. If the waves come ashore along Okaloosa Island at a strongly oblique angle (more directly from the east), "the shadow zone now stretches further to the west and the diffraction pattern . . . increases the size of the shadow zone," tr. 680, to a size much larger "than the actual shadow zone of the . . . borrow area." Id. Along these same lines, if there are impacts to the beach caused by a dredged OK-A, the impacts should be greater the closer the beach is to the footprint of a dredged OK-A. Given the predominate tendency of the waves to come from the east along Okaloosa Island, if the beaches alongside both the Surf Dweller Property and the El Matador Property are affected, the beach alongside the Surf Dweller Property will incur the greater impact. Likewise, if beach impacts are incurred by beach alongside only one property or the other, it is much more likely that the beach alongside the Surf Dweller Property will be affected than the beach alongside the El Matador Property. Distance of an offshore borrow area from the shore is critical to the effect of the borrow area on diffraction and wave dynamics. If the borrow area is far off shore, as in the case of the alternative, potential borrow site identified by Taylor Engineering, OK-B, then, as explained by Dr. Dally, diffraction "has a lot of time and a lot of opportunity to smooth the waves out once again and things become uniform when they hit the beach." Tr. 645. A borrow area that is closer to the beach has higher potential for creating impacts. Dr. Dally again: "[I]f you move the borrow area closer to the beach, you have this scattering pattern induced by the reflection and the diffraction and refraction that doesn't have time to smooth itself out. And that's when you can really cause impacts to the beach, both accretive and erosive impacts." Id. (emphasis added). The underscored sentence from Dr. Dally's testimony quoted in the previous paragraph was directly addressed in the County's case through Mr. Trudnak's determination that OK-A, although not as far away as OK-B, is far enough away from the beach that it will not cause adverse impacts to the beach. Again, Dr. Dally's testimony, despite the underscored testimony in the previous paragraph, is not that OK-A will, in fact, cause impacts to the beach. His testimony, rather, is the equivalent of a statement that the closer a borrow area is to the beach the more likely that it will have impacts to the beach and that at some point, a borrow area, will be so close to the beach, that adverse impacts will occur. The fact that OK-A is much closer to the beach than OK-B does not mean that an excavated OK-A will cause impacts to the beach. Impacts of an excavated OK-A depend upon OK-A's actual distance from the beach rather than OK-A's distance relative to OK-B's distance. Thus, while it may be determined that the likelihood of impacts to the beach is greater in the case of OK-A than in the case of OK-B, actual impacts from OK-A to the beach (as far as the effect of distance) is a function of OK-A's actual distance from the beach without regard to OK-B's distance from the beach. In addition to Dr. Dally's certitude that there will be impacts to the beach by virtue of the presence of a dredged OK-A, Dr. Dally also took issue with the method by which Taylor Engineering reached the conclusion of no impacts in the OK-A Borrow Area Impact Analysis Report. The OK-A Borrow Area Impact Analysis Generally Mr. Trudnak was part of the Taylor Engineering team that prepared the Borrow Area Impact Analysis Report. Mr. Trudnak was not the only expert to defend the report's conclusion of no impact to the beach. The report was reviewed by Mr. Clark, the Department's expert, who also opined that there would be no impacts. Mr. Clark relied on more than the report for his opinion. He also relied on his extensive experience with beach restoration projects and monitoring data for those projects and visual observation of those projects post-construction. The only numerical data analysis specific to the excavation of the OK-A Borrow Area, however, that the Department used in determining that excavation of OK-A would not have any adverse impacts to the shoreline and coastal systems of Okaloosa Island was the Taylor Engineering OK-A Borrow Area Impact Analysis Report. The Report described its evaluative efforts: [T]his report evaluates two potential dredging templates in terms of their impacts on wave and tidal current patterns during normal and extreme conditions. The evaluation requires analysis of the wave climate and tidal currents before and after the borrow area dredging. The analysis required a balance between minimizing impacts to wave climate and current patterns, and providing acceptable nourishment volumes. STWAVE (Steady-State Spectral Wave Model) simulated normal (average) and extreme (100- year (yr) storm) waves propagating over the baseline and post-dredging bathymetries. ADCIRC hydrodynamic modeling simulated tidal flow over the baseline and post-dredging bathymetries for normal (spring) and extreme (100-yr storm) tide conditions. A comparison of the baseline and post dredging model results established the effects of borrow area dredging on the neighboring shorelines (Destin and Eglin AFB) and the inlet. County Ex. 1, Okaloosa County Sand Search Borrow Area Impact Analysis, at 6. Thus, the STWAVE modeling conducted by Taylor as part of the analysis attempted to simulate normal (average) and extreme (100-year storm) waves propagating over the baseline and post-dredging bathymetrics. Taylor Engineering relied on WIS (Wave Information Study) results in performing its STWAVE modeling. WIS data is not measured wave data. Instead, it consists of numerical information generated by specific stations in wind fields in various locations around the Gulf of Mexico. The data is then placed in a model coded to represent the entire Gulf. The WIS station from which data was collected by Taylor Engineering is located approximately 10 miles offshore where the depth is approximately 85 feet. It would have been preferable to have used comprehensive field measurement, that is, data obtained from wave gauges on both sides of the borrow area over enough time to support use of the data, rather than WIS data. Comprehensive field measurement would have produced much more information from which to predict impacts to the beach. As Dr. Dally explained, however, If you don't have [field measurement data], then . . . especially over the long-term . . . a year or more [or] if you're analyzing your beach profile data over a 10 year period, you would like to have . . . wave data to accompany that 10 year period. Generally we don’t and that's when we start relying on models to fill in this missing information. Tr. 645-6 (emphasis added). This testimony was consistent with Mr. Trudnak's testimony: the problem with field measurement is that "the useful data that you [get] from [field measurement] gauges is . . . limited to [the] deployment period." Tr. 1234. It is not practical to take 10 years' worth of field measurement. As Mr. Trudnak explained: Typically, you would install those gauges for . . . a month or a couple of months . . . you want to use representative conditions . . . you try to pick a winter month and a summer month so you can try to capture those extremes and wave conditions. * * * [W]hen you . . . install those gauges in the field, you have no idea what those conditions are going to be during your deployment period. You can install your wave gauge for a month in the winter but that can be an unusually calm month, it could be an unusually severe month. So, it's really hit or miss, whether you . . . capture representative conditions. Id. (emphasis added). The WIS information utilized is hind-casted. Hind- casting is a method for developing deepwater WIS data using historic weather information to drive numerical models. The result is a simulated wave record. The WIS information utilized includes 20 years of hind-cast information. The purpose of using such a lengthy period of information is that it ensures that representative conditions are captured in the data for purpose of the analysis. Such "lengthy period" information overcomes the concern that there is not enough data to capture representative conditions as in the case of typical field measurement data. For its extreme STWAVE modeling, Taylor relied on WIS information generated during Hurricane Opal in 1995. Analysis of the model results showed negligible impacts on wave height under normal conditions and increased wave height during extreme conditions. Increased wave height during extreme conditions, however, was no closer than 300 feet from the shoreline. The increased wave height and wave angle in storm conditions were far enough offshore that they "never impacted the actual breaking wave height on the beach." Tr. 151. The model's prediction of no impacts in wave height on the shoreline due to a dredged OK-A and no change in sediment transport rate by virtue of the presence of a dredged OK-A led Taylor Engineering to conclude that whether in normal or extreme conditions, a dredged OK-A Borrow Area would not cause impacts to the beaches and shores of Okaloosa County. Criticisms of Taylor's STWAVE Modeling Dr. Dally offered four basic criticisms of Taylor Engineering's STWAVE Modeling: a) the model did not account for wave transformation processes caused by bottom friction between the WIS Station (10 miles out in the Gulf) and the OK-A site; b) the model was not calibrated or verified; c) the model did not sufficiently account for wave transformation impacts from the dredging of Site OK-A; and d) Taylor did not plot wave direction results from its STWAVE models or conduct any sediment transport analysis. Mr. Trudnak offered refutations of the criticisms. For example, taking the first of them, wave transformation processes caused by bottom friction between the WIS Station and the OK-A site were not accounted for by Taylor Engineering in its analysis because "most of that distance [between the WIS Station and the OK-A site] is deep water, meaning the waves aren't . . . feeling the bottom so they're not being affected by the bottom friction." Tr. 1236. The refutations were not entirely successful. The second of Petitioners' experts, Dr. Young cast doubt on the validity of all modeling no matter how well any particular modeling activity might meet the criticisms leveled by Dr. Dally against Taylor Engineering's effort. Dr. Young accepted Dr. Dally's testimony about why Taylor Engineering's modeling were not sufficient to support an opinion of "no impacts", but he differed with Dr. Dally as to whether coastal engineering models should be utilized to predict impacts to beaches.29/ See Tr. 1157. Dr. Dally believes in the benefits of modeling as long as the modeling is conducted properly. Dr. Young does not. It is his opinion that no model produces a projection that is precisely accurate but the essence of his criticism is that "we don't know how wrong the models are." Tr. 1159. Models are "incapable of quantifying the uncertainty or how right or wrong that they might be." Id. With regard to the modeling used in Taylor's Borrow Area Impact Analysis, Dr. Young summed up: [W]hen we do this model run, especially with a model that isn't calibrated or verified, we get an answer . . . it's not precisely the right answer, but . . . nobody knows how wrong the answer is. I don't know it, Mr. Trudnak doesn't know and Mr. Clark doesn't know. And that's why being prudent is important and why relying on the monitoring data is critical because the monitoring data is real data. Tr. 1160. In contrast to Dr. Young, Dr. Dally, consistent with his faith in models appropriate for the investigation and conducted properly, took another tack in attacking the modeling used by Taylor Engineering. He criticized Taylor Engineering's failure to use a more comprehensive wave transformation model: the Boussinesq Model. Dr. Dally opined that the Boussinesq Model was superior to STWAVE principally because it takes diffraction into account. But Petitioners did not produce any off-shore Borrow Area Impacts Analyses which used the Boussinesq Model, and Mr. Trudnak testified that he was unaware of any.30/ Taylor Engineering used STWAVE and not Boussinesq as the model for the Borrow Area Impact Analysis because the Boussinesq Model is typically used where diffraction plays the dominant role, that is, within areas like inlets or ports which have structures that will cause wave perturbation. The open coast is not such an area, making the STWAVE Model, if not more appropriate than the Boussinesq Model, certainly an acceptable model under the Project's circumstances. When asked about the Bousinessq modeling's application in the context of his testimony that he could not say what would be the impacts of the dredging of the OK-A Borrow Area, their extent or whether they would be adverse, Dr. Dally testified that based on his experience (rather than actual testing or modeling the impacts of OK-A as done by Taylor), he was "almost certain," tr. 691, that Bousinessq modeling would show impacts to the beach adjacent to the Surf Dweller and El Matador Properties that could be a "type of accretion . . . [that is] momentary . . . due to the propagation of these features as they go up and down the beach." Id. This statement is consistent with Mr. Clark's opinion that if the Project's borrow area were within 1000 feet of shore, the impact of dredging OK-A to the Sherry and Donovan Properties would be beneficial. When asked if the beaches would develop scalloping (sand erosion in some areas and accretion in others), Dr. Dally said, "Right. This [wave transformation process caused by an excavated OK-A borrow area] makes a scalloping." Tr. 692. Perhaps the dredging of Borrow Area OK-A would aggravate scalloping along the shores of Okaloosa County but they would not create scalloping of an "un-scalloped" coastal system. Scalloping features in the Okaloosa Island portion of Santa Rosa Island existed at the time of final hearing. In short, Dr. Dally roundly criticized Taylor Engineering's STWAVE modeling. As to the impacts he was sure would occur, he was unable to state whether they would be adverse, beneficial or both. Most importantly to the weight to be assigned his testimony, he was unable to testify as to how significant the impacts would be; one cannot determine from his testimony whether the impacts will be entirely de minimus, see rule 62B-41.002(19)(c) or whether some could be significant, see rule 62B-41.002(19)(a). Dr. Dally's testimony with regard to the creation by the Project of scalloping did not indicate the significance of that scalloping to the coastal system of Okaloosa County, a system whose ocean bottom, beaches and shores already contain scalloped features. Suppositive impacts that would be caused by the Project to the beaches of Okaloosa County were not the only attack by Petitioners. They also challenged the impact analysis on the basis of the opinion that adverse impacts had been caused to beaches by another beach restoration project and its borrow area not far away: the Walton Project. The Walton Project and Its Borrow Area Completed in the late spring of 2007, the Walton Project placed sand dredged from the Walton Borrow Area on approximately 7 miles of beach in eastern Okaloosa County (East Destin) and western Walton County. Just as in the case of the Western Destin Project, Taylor Engineering performed a borrow site impact analysis for the borrow site used in the Walton Project. Location and Comparison to the OK-A Borrow Area The northwest corner of the Walton Borrow Area is roughly 2.75 miles from the northernmost point of the western boundary of the OK-A Borrow Site. See Ex. P-13. The area between the easternmost point of the OK-A Borrow site and the westernmost point of the Walton Borrow Area, therefore, is roughly half that distance or 1.375 miles. The northwest corner of the Walton Borrow Area is approximately 0.8 miles offshore; its easternmost point is roughly one-half mile off-shore. Comparison of the Walton Borrow Area and OK-A shows that OK-A is larger and will have more sand removed. It is also wider, shallow when measured from the Gulf floor, and in deeper water than the Walton Borrow Area. Nonetheless, Petitioners characterize the two borrow sites as similar,31/ mainly because with less than 1.5 miles separating them, they are relatively close to each other. Despite proximity, there are significant differences, however, between the two. A wider, less deeply dredged borrow area would have less impacts than one deeper and narrower. OK- A's location in deeper water makes it less likely to affect waves and current than the Walton Borrow Area. The footprints of the borrow areas are dissimilar. The Walton Borrow Area has an irregular shape. OK-A is in the shape of a rectangle with a uniform dredging depth although "the depth of sand that is dredged will taper off . . . further offshore . . .[s]o that the seaward most edge does not have significant thickness of sand. The maximum cut is towards the northern boundary." Tr. 306. In addition to distance from shore, the predominately significant difference between the two is the presence on the Gulf floor in the vicinity of the Walton Borrow Area of an ebb shoal: a large deposit of sediment. The ebb shoal exists because of interaction between East Pass and the waves, tides and currents of the Gulf. The Walton Borrow Area is "close to the East Pass ebb shoal . . . and it included the outer flanks of the ebb shoal." Tr. 155. It makes the littoral zone for the Walton Project more active than the littoral zone near which OK-A is located. Located a significant distance to the west of the East Pass ebb shoal, OK-A would not interact with its littoral zone in the way the Walton Borrow Area interacts with its littoral zone. Walton Borrow Area Impact Analysis and Monitoring Taylor Engineering's borrow area impact analysis for the Walton Borrow Area was similar to the impact analysis for OK-A in that both consisted of "wave models and hydrodynamic models." Tr. 156. The Walton impact analysis showed "one potential impact area about 2,000 feet long [on the beach] just west of East Pass," id., an impact area also described as extending from approximately 3,000 to 5,000 feet west of the westernmost jetty at East Pass. It anticipated that impact would be caused by wave action due to the perturbation resulting from the presence of the dredged Walton Borrow Area. The potential impact was projected by the analysis to be a reduction in the sediment supply to the beaches west of East Pass by 11,000 cubic yards per year. Because of that reduction, DEP included a mitigation condition in the Walton Project permit: placement of 55,000 cubic yards on the impacted beach. As a condition of the Walton Project, Taylor Engineering conducted monitoring of the impacts to the beach from the project in general and in particular from the Walton Borrow Area. At the time of hearing, reports for 2007, 2008, and 2009 had been completed and the engineering firm was working on the 2010 report. Mr. Trudnak described the results from the monitoring through 2008 at hearing. From the period of pre-construction in 2006 through immediate post-construction, the monitoring revealed "a huge volume of erosion." Tr. 159. Subsequent analysis from 2007 to 2008 revealed "a huge amount of accretion that actually exceeded the amount of erosion from the previous year." Id. The volumes of erosion and accretion "seemed abnormal." Id. The bottom line, however, of the two years of data is that the early erosion was more than countered by the accretion that occurred into 2008. After describing the impacts in the first two years of monitoring, Mr. Trudnak stressed the importance of what was revealed by additional monitoring. "[M]ore important is the long term trend . . . ." Id. From 2006 through 2009, the monitoring area "as a whole, actually accreted, it gained sand." Tr. 160. Determining the impacts to the beach caused by the Walton Project is complicated because of impacts caused by behavior of the beach at the time of construction and earlier. Consistent with the Department's "critically eroded" designations, data from March of 1996 (not long after Hurricane Opal), data from June, 2004 (before Hurricane Ivan) and 2006 pre- construction data showed the shoreline adjacent to the Walton Project Area to have been receding landward at a rapid rate. This "background" erosion is due mainly to the effects of tropical storms. In the wake of the dredging of the Walton Borrow Area it was difficult for Taylor Engineering to determine what impacts were caused by "background" erosion due to tropical storms and what impacts were caused by the dredging of the Walton Borrow Area. In contrast, it is not difficult to determine from monitoring data in the three years after construction of the Walton Project, however, that the beach west of the borrow area has accreted and that this appears to be the long-term trend. Tr. 159. Contrary to conclusions Petitioners would have drawn from the evidence presented by their experts, the more comprehensive data indicates that the Walton Project (including its borrow area) is having a beneficial impact on the beaches to the west of the project and its borrow area. Dr. Young opined on behalf of Petitioners that the problem with the OK-A Borrow Area Impact Analysis is that it is based on modeling which is far inferior to "real world" data. His opinion that actual data is superior to data generated by modeling, no doubt, is sound. The only "real world" data that will prove any impacts for sure, whether adverse or beneficial, from a dredged OK-A, however, is after-the-fact monitoring data. Such data is usually obtained annually after the construction of a project or after major storm events. It consists of obtaining near-shore and offshore monitoring profiles and involves determining shoreline changes and volumetric beach changes.32/ In the absence of data from monitoring impacts of a dredged OK-A, Dr. Young opined that the data derived from monitoring the Walton Borrow Area which showed erosion early after completion of the Project is superior to the modeling data reviewed by Taylor Engineering in predicting impacts to Santa Rosa Island beaches. There are two problems, however, with Dr. Young's conclusion. First, beach impacts after the dredging of the Walton Borrow Area do not necessarily support similar impacts from a dredged OK-A because the two borrow areas are materially different. Second, the trend revealed by the more comprehensive data gathered in the wake of the dredging of the Walton Borrow Area is that the beach is receiving impacts which are beneficial. Reasonable persons might differ as to the outcome of reasonable assurances with regard to impacts based on the testimony of Mr. Trudnak and Drs. Dally and Young. The balance, however, swings clearly in favor of the applicant in consideration of the testimony of Ralph Clark. Mr. Clark and The Department's Review of Western Destin Project Borrow Site Impacts Ralph Clark is a Registered Professional Engineer in Florida. The recent recipient of the Stan Tate Award from the Florida Shore and Beach Preservation Association, a lifetime achievement award for work over the years in beach preservation, at the time of hearing, Mr. Clark had worked for 37 years for the State of Florida as a coastal engineer. During his long career, Mr. Clark has worked on the State's two separate regulatory programs in the arena of beach management: a "Wet Beach Program, which is working below Mean High Water and includes projects such as beach restoration" tr. 485, and "the more dry beach program which involves construction seaward of Coastal Construction Control Lines and activities landward of Mean High Water . . . ." Id. He has been involved with the Department's Beach Management Program, a grants program for cost-sharing with local governments to develop a long-term comprehensive management plan for the state to solve critical impact problems around Florida which may include erosion. He has conducted or prepared the Critically Eroded Beaches Report every year "going back to the late 1980's" id., and he has "conducted Beach Erosion Studies and Storm Damage Impact Investigations around the State for the past four decades." Tr. 486. Among his specific duties is the review of "scopes of work and project feasibility studies that are provided . . . by the [Department's] Beach Management Section." Id. In this capacity, Mr. Clark conducted the Department's engineering review of the Western Destin permit application and additional information related to the Project. After review, Mr. Clark reached the conclusion that the "Project is a well designed Beach Restoration Project that's critically needed . . . to restore the beaches of Western Destin to provide needed storm protection, recreational benefits and wildlife habitat." Tr. 488. With regard to his overall conclusion as to the Project's physical impacts, Mr. Clark testified: Id. In my opinion, the placement of 831,000 cubic yards of beach compatible sand fill along Western Destin will provide a positive, beneficial impact to the beach and dune system of Western Destin. The excavation of that material from the proposed borrow area [OK-A], along with the excavation of material for four other fill projects proposed for Santa Rosa Island, three of which have been approved, is not expected to have any adverse impact to the beaches of Santa Rosa Island. Mr. Clark's opinions that the Project would be beneficial to the beach and dune system and that the excavation of OK-A is not expected to have adverse impacts have a solid base. His opinions are founded on extensive experience with beach restoration projects over 37 years; extensive experience with coastal processes, coastal morphology, and coastal hydrodynamics; review of the application and supporting information; experience with the Project area and vicinity; extensive experience with coastal storm impacts and beach erosion; and review of roughly three dozen technical documents. Mr. Clark has reviewed 136 beach restoration projects. Of these, 111 were in Florida, six in other states and Puerto Rico, and 19 in countries on every continent in the world other than Asia. But coastal engineering experience in Asia is not missing from Mr. Clark's resume. He has conducted beach erosion control projects and coastal and shore protection projects (as distinguished from beach restoration projects) in that continent as well. Among the "countless number" tr. 490, of such projects he has reviewed are ones in the Netherlands, Denmark, Italy, Turkey, Egypt, China, and the Bahamas." Id. The reason his experience extended beyond the State of Florida to nations all over the world is because "the Florida Beach Preservation Program is internationally recognized." Id. The State has received many requests for technical assistance from various world governments. Mr. Clark has also in his time away from his employment with the state served as a consultant to the governments of Mexico, the Cayman Islands, and the Island Nation of St. Bartholomew and the French West Indies. Mr. Clark has investigated the impacts of 83 tropical storms in the Gulf of Mexico. Most investigations have been in Florida but some have been in other Gulf states and along the coast of the country of Mexico. During some of those investigations and while acting as a coastal engineer for the state, Mr. Clark visited the vicinity of Santa Rosa Island 176 times, excluding academic field trips. In his capacity as a state coastal engineer, Mr. Clark provided the Department with detailed damage assessments for each of the eight tropical storms noted in the Consolidated NOI for the Western Destin Project Over his 37 years, Mr. Clark served on numerous task forces, committees and technical advisory groups relating to erosion control and beach management efforts by states along the Gulf and Mexico. Mr. Clark's early reports were used in the development of the state's Strategic Beach Management Plan and he prepared the first "Critically Eroded Beaches in Florida document" tr. 494, now electronically available to the public on the Department's website. The report prepared by Mr. Clark which led to the designation of the Western Destin Project beach as critically eroded showed that the areas from R-17 to roughly R-20.3 and R- 23.2 to R-25.5 revealed erosion through deflation of the beach profile and recession of the shoreline to such an extent that upland development and infrastructure would be threatened. The report is based on evaluation and projection of the impact of a 25-year storm event. The same report did not conclude that a 25-year storm event would provide the same level of threat to the area between R-20.3 and R-23.2 (the shoreline along the MACLA Intervenors' Property and the Oceania Gap) although that stretch of the beach is "potentially threatened by a 50 to a 100-year storm event." Tr. 499. The "R-20.3 to R-23.2" segment was included in the critically eroded designation for design and integrity of the Project and continuity of management of the coastal system. The designation of the Project area as critically eroded was made in 2006 and was updated by the Department at the request of the County in 2008. The 2008 update indicated no need to change the designation. Although not as threatened as the rest of the shoreline in the Project, the shoreline along the Middle Segment, (including the MACLA Intervernors' Property and the Oceania Gap) is erosional. Data obtained as late as October 19, 2009, indicate that there had been more erosion since a Mean High Water Survey located the MHWL in 2008. The data does not show volumetric change, only that "there is a continued trend of erosion" of the shoreline in the Oceania Gap. Tr. 506. With the Oceania Gap eliminated from the Project, elimination of the rest of the property in the Project's Middle Segment (between R-20.3 and R-23.2) would make the remainder of the Project unstable. It would "isolate a 2,000-foot segment between R-23.2 and R-25.5 [the Eastern Segment] . . . and a 2,000-foot fill segment is not long enough to be a stable fill segment." Tr. 507. Although the elimination of all of the Middle Segment would not hurt "the very far west end" of the Project "very much," tr. 508, the elimination of the entire Middle Segment from the Project would also make the very east end of the Western Segment "relatively unstable." Tr. 508. The Middle Segment, therefore, while not critically eroded, would benefit from beach restoration. Restoration will provide protection from the erosion it is experiencing and from 50-year and 100-year storm events should they occur during the life of the restoration. Restoration will include dune work that will provide protection from storm surge and dissipate the wave energy seaward of any structures in the Middle Segment. Recent storm events have been 50-year and 100-year events. In the area of the Project, "Hurricane Opal was comparable to a 100-year storm event." Tr. 509. In Pensacola Beach, Ivan was a 200-year event. In the Destin area, Ivan "probably dropped to just below a 100-year storm event in terms of its magnitude. Hurricane Dennis was probably comparable to a 50-year storm event." Id. The best defense against 25-year, 50-year, and 100- year storm events is beach restoration. The OK-A Borrow Area is an offshore borrow area. Mr. Clark gave a few examples of other borrow areas that are offshore borrow areas and that are as large as OK-A. These were borrow areas used in the restoration of beaches in Panama City, Delray Beach, Canaveral Shoals, and Anna Maria Island. In addition to Taylor's Borrow Area Impact Analysis Report, Mr. Clark based his opinion on review of monitoring data for the many restoration projects with which he has been involved. Mr. Clark has reviewed borrow area impacts on beach restoration projects that have had adverse impacts. But these projects, typically, were "in inlet ebb tidal deltas of tidal inlets." Tr. 518. Located about three miles east of the ebb shoal of East Pass, OK-A is not an inlet-related borrow area. Of the 111 beach restoration projects that Mr. Clark reviewed, there was one that had an off-shore borrow area that adversely impacted the adjacent beach: the Anna Maria Island Project. The Anna Maria Island Borrow Area was located "roughly 1,000 feet off the [adjacent] beach . . . ." Tr. 519. In comparison, OK-A "is four to five times further offshore than the Anna Maria Island borrow area." Tr. 520. If instead of OK-A, the Project were to use a borrow area as close to the shore as the Anna Maria Island Borrow Area, its impacts to the shoreline would be both adverse and beneficial. The impact to adjacent beach would be erosion, but to the beach to the west of the borrow area the impact would be accretion. Mr. Clark's opinion of no impacts to the beach from dredging OK-A would be entirely different if OK-A had been located in the near-shore zone where "it's a whole different ball game." Tr. 532. The location of OK-A, between 4,000 and 5,000 feet offshore is in a zone that is "no problem," that is, it is not in the near-shore and far enough off shore that it will not cause impacts, adverse or beneficial, to the beaches and shores of Okaloosa County. For all his experience and coastal engineering prowess, Mr. Clark is not an expert in modeling. He relies on others within the Department to evaluate the sufficiency of a model or its methodologies. Mr. Clark did not ask anyone in the Department to evaluate the models used by Taylor Engineering. Dr. Young disagreed with the opinions of Mr. Trudnak and Mr. Clark that there would be no adverse impacts to the beach. He was sure that the dredging of OK-A would cause an adverse impact that would be either erosion or a decrease in the accretion that occurred in recent years along the beaches of Okaloosa Island. Dr. Young also cast doubt on Mr. Clark's experience as support for the opinion that dredging of OK-A would cause no adverse impacts. "Nobody believes there's ever been an adverse impact from a borrow area . . . ." Tr. 1206. Dr. Young used the "real world" experience with the Walton Borrow Area to back up that doubt. "[T]he problem is that we're not doing a good job of monitoring this project [the Walton Project] and the problem is convenient interpretation of the monitoring results." Id. Dr. Young's doubt about the value of Mr. Clark's experience was tempered by the reality of beach restoration in contrast to other types of projects whose failure was sudden, dramatic and easily discernible. Dr. Young: [W]hen a bridge collapses, civil engineers converge on that failed project and they learn more from that failure than they could ever learn from a bridge that lasted 30 years. And . . . one of the problems with coastal project design is that never happens. We never have a beach nourishment project that disappears in six months or a borrow area that causes erosion and coastal engineers converge from around the country and say, wow, here's a project that went wrong. And I think that is one of the hurdles that we need to cross in order to do a better job of project design. * * * We have no clear definition of what a failed project is. So, that way you can never have one that fails. And to me, a failed project is one that does not meet the promises made in the design of that project. And a failed project is also one where there are impacts that occur as a result of the project that are not adequately mitigated or anticipated. Tr. 1150-1. When asked the question of whether there is a definition of a failed beach restoration project in the literature or that is generally accepted by the coastal engineering community, see tr. 1152, Dr. Young testified, "I have not seen one." Tr. 1152. He added, " I would assume they might offer a similar definition [to mine], if the project doesn't work the way we said it would, then we would consider that a failure. But there is certainly not large scale discussion of projects that did not perform as designed." Tr. 1152-3. Dr. Young, like Dr. Dally, did not perform any analysis to quantify any degree of erosion or decreased accretion. Nor has he ever performed modeling to analyze borrow area impacts in keeping with his view of the inutility of modeling for accurate prediction of beach impacts. Variance The "Variance" referenced in the Consolidated NOI concerns two related variances: one from rule 62- 4.242(2)(a)2.b., and the other from rule 62-4.244(5)(c). The northern boundary of the proposed borrow area is within Outstanding Florida Waters ("OFW"). That location led the County to seek a variance from the limitation in rule 62- 4.242(2)(a)2.b. that turbidity can exceed background conditions in OFW during permitted construction activity for no more than 30 days. Section (2) of rule 62-4.242 sets "standards applying to Outstanding Florida Waters." Subsection (a)2.b of section (2) of the rule reads as follows: (a) no Department permit . . . shall be issued for any proposed activity . . . within an [OFW] or which degrades an [OFW], unless the applicant affirmatively demonstrates that: * * * 2. The proposed activity . . . is clearly in the public interest, and . . . * * * b. the existing ambient water quality within [the OFW] will not be lowered as a result of the proposed activity . . . , except on a temporary basis during construction for a period not to exceed thirty days . . . . The County also sought a variance from rule 62- 4.244(5)(c) which governs mixing zones in surface waters and reads: In no case shall the boundary of a dredge and fill mixing zone be more than . . . 150 meters in radius in . . . bodies of water [other than flowing streams], where these distances are measured from the cutterhead, return flow, discharge or other points of generation of turbidity or other pollutants. Section 120.54(2) authorizes an agency to grant a variance as follows: Variances . . . shall be granted when the person subject to the rule demonstrates that the purpose of the underlying statute will be or has been achieved by other means by the person and when application of a rule would create a substantial hardship or violate principles of fairness. Nephelometric turbidity units ("NTUs") in OFWs cannot exceed zero at the edge of the 150 meter radius referenced in rule 62-4.244(5)(c). To keep NTUs at zero outside the 150 meter radius, the County "would have had to almost continually be shutting down . . . .[its hopper] dredge," tr. 415, because the turbidity plume created by the hopper dredge's activity would have regularly extended beyond the 150 meter radius. Use of a different type of dredge (such as a cutterhead) would not alleviate the need for the variances for the construction of the Project. A cutterhead dredge is substantially more expensive with regard to both mobilization costs and actual dredging: $15-$20 per cubic yard versus $8 per cubic yard for a hopper dredge. Cutterhead dredges, moreover, do not operate in waves as effectively as hopper dredges. In rough water, "a cutterhead would see much more down time and conditions [could cause] a cutterhead . . . to stop dredging and go into safe harbor into East Pass." Tr. 173. The variance from rule 62-4.244(5)(c), therefore, was needed because the standard size mixing zone would have created a substantial hardship for the County. In addition to outlining the substantial hardship, the County provided two additional bases in its application to justify the variances: (a) no resources in the area, such as hard bottom or sea-grass beds, would be affected by a turbidity plume and an expanded mixing zone; and (b) citation to the Pensacola Naval Air Station ("NAS") project claimed to be similar in that it involved OFW and had received a variance. Upon receipt of the application for the variances, the Department requested additional information to establish whether OK-A, in fact, would be within OFW and more analysis of the comparability with the Pensacola NAS project. The Department's engineering section determined that the comparability of the Pensacola NAS project was not adequately demonstrated because of a lack of detail about the hydrodynamics and mixing zone sizes of the two sites. Nonetheless, the staff responsible for making the final decision on the variances (and ultimately the Department) determined the County's information justifying the variances to be sufficient. In granting the variances, the Department did not rely on the County's comparison of the Project to the Pensacola NAS project. As explained by Dr. Edwards at hearing, "[H]aving the data . . . from an actual project to back up and . . . calibrate a mixing zone is an added bonus, but we just didn't have it in this particular case." Tr. 420. The Department based its decision, in part, however, on background knowledge from permitting of borrow areas and beach projects "all over the Panhandle," tr. 421, and the data gathered from them including "data from side scan sonar from seismic information all along this area." Id. Included in this background is knowledge of a similar mixing zone of 1,500 meters established for one of the Eglin AFB beach restoration projects which excavated OK-A with a hopper dredge and in which the 1500- meter mixing zone was determined to be appropriate. Independent of the information provided by the County, the decision, therefore, was founded on the Department's own knowledge that no resources would be impacted by an expanded mixing zone and that there was a comparable project in the area (not the Pensacola NAS project) that had been allowed a 1500- meter mixing zone. In applying the standard from section 120.54(2) related to the underlying intent of the rules at issue and the statutes, the Department determined that "[t]he Project in the OFW was clearly in the public interests, according to [section] 373.414 and the minimum Water Quality Standards, even within the mixing zone[,] would still be met." Tr. 421-2. There were at least two other mitigating factors that the Department entertained as support for its decision. First, because of the difficulty in controlling turbidity in open waters in the Gulf, the 1,500-meter mixing zone established by the Consolidated NOI actually "is on the small side," tr. 422, of a mixing zone for the dredging of a borrow area to serve a beach restoration project. Second, 29 NTUs is the maximum turbidity allowed in waters that are not OFW. An extended mixing zone to allow the County to exceed 29 NTUs outside OFW was not granted as part of the variances under the Consolidated NOI. Petitioners presented no evidence to rebut the testimony elicited by the Department and the County that the purpose of the statute underlying the rules from which the variances are sought will be met by other means and that the application of the rules will create a substantial hardship. Changed Site Conditions 267. Rule 62B-49.005(16) provides: If site conditions change during the processing of an application to such an extent that the data already provided can no longer be used to determine consistency as provided in this chapter, then the application shall be denied unless the applicant agrees to waive the 9-day time requirements of Chapter 120.60, Florida Statutes, and provides the additional information required to reanalyze the application. After the filing of the County's application, malfunction of British Petroleum's Deepwater Horizon offshore oil rig in the Gulf of Mexico led to the Oil Spill, a discharge of a massive amount of oil and natural gas into the Gulf of Mexico. No evidence was presented that showed the Oil Spill had caused impacts to the OK-A Borrow Area. The permit was revised, nonetheless, to add language in the wake of the Oil Spill that requires the County to visually inspect the borrow area prior to construction activity and to analyze sand samples from the borrow area. The County, therefore, plans to send a diver to collect samples to be analyzed for contamination. See tr. 175. Western Destin Erosion Control Line The requirement for an Erosion Control Line is in section 161.161: Once a project is determined to be undertaken, a survey of all or part of the shoreline within the jurisdiction of the local government in which the beach is located shall be conducted in order to . . . locate an erosion control line. * * * In lieu of conducting a survey, the board of trustees may accept and approve a survey as initiated, conducted, and submitted by the appropriate local government if said survey is made in conformity with the appropriate principles set forth in ss. 161.141-161.211. § 161.161(3), Fla. Stat. The Draft JCP as originally issued did not require the establishment of an ECL. It required the establishment of a Pre- project Mean High Water Line instead. The Second Revised Draft JCP dispensed with the requirement of a Pre-project MHWL. It requires that an ECL be established for all properties within the 1.7 miles stretch of beach in the Project area subject to beach restoration.
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 issuing the Joint Coastal Permit, Variance, and Sovereign Submerged Lands Authorization as revised during the course of these proceedings. DONE AND ENTERED this 29th day of June, 2011, in Tallahassee, Leon County, Florida. S DAVID M. MALONEY Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 29th day of June, 2011.
The Issue The issues to be determined in this appeal are whether the decision of the Community Development Board (Board) to approve Flexible Development Application FLD2017-07012 filed by Gulfview Lodging, LLP (Gulfview), cannot be sustained by substantial competent evidence before the Board, or that the decision of the Board departs from the essential requirements of law.
Findings Of Fact The 0.59-acre project site is located at the northeast corner of South Gulfview Boulevard and Fifth Street and wraps around the McDonald’s parking lot and Frenchy’s Beach Café (Frenchy’s) to the west. The project site includes two parcels owned by Gulfview, and 2,195.09 square feet of the South Gulfview Boulevard right-of-way, which will need to be vacated by the City. Gulfview’s proposal is to demolish all structures currently on the project site and build a seven-floor hotel with 150 units per acre, which would be 88 rooms if the City vacates the 2,195.09 feet of right-of-way. Gulfview’s application for development approval was filed with the City on July 28, 2017, including design plans. The subject property is zoned Tourist (T) District with an underlying Future Land Use Plan (FLUP) category of Resort Facilities High (RFH). The subject site is located in the Beach Walk district of Beach by Design.2/ The maximum permitted density for the site pursuant to Beach by Design is 150 units per acre. The application contemplates a subsequent vacation process for the 2,195.09 square feet of City right-of-way. On July 20, 2017, the City Council approved the allocation of up to 59 units from the Hotel Density Reserve under Beach by Design (Case No. HDA2017-04001) and adopted a resolution to the same effect (Res. No. 17-19). Preston’s attorney admitted that he attended the July 20, 2017, City Council hearing that resulted in the July 28, 2017, Hotel Density Reserve Development Agreement (Development Agreement) between Gulfview and the City. Preston’s attorney attended the July 20 City Council hearing on behalf of Frenchy’s, but conceded to the Board and at oral argument that Frenchy’s is located on the land owned by Preston, as trustee, and Preston is the sole shareholder of Frenchy’s. The Development Agreement was recorded in Book 19727, Page 2465-2503 of the Public Records of Pinellas County, Florida, on August 2, 2017. The Development Agreement includes Exhibit “B”-- the same set of design plans that were filed with Gulfview’s July 28, 2017, application for development approval. Section 6.2.4 of the Development Agreement specifically states: The overall number of proposed units density provided for by this Agreement (88 units) is contingent upon the proposed vacation of the 2,195.09 square feet of South Gulfview Boulevard right-of-way within the Beach Walk district. The City shall process a right-of- way vacation ordinance to vacate the 2,195.09 square feet of South Gulfview Blvd. right of way within the Beach Walk district conditioned upon submission of a complete set of building plans for construction of the improvements shown on Exhibit “B”. Regardless of whether or not the vacation is granted the maximum permitted density of the property may not exceed 150 units per acre. Gulfview’s application requires a Level Two approval. Under Section 4-206 of the Community Development Code, a Level Two approval requires mailing of a notice of application to owners of properties “within a 200-foot radius of the perimeter boundaries of the subject property.” The notice mailed by the City identifies both the north parcel and the south parcel by address and parcel number. The notice also describes the quasi-judicial public hearing process before the Board and ends with an invitation “to discuss any questions or concerns about the project and/or to better understand the proposal and review the site plan” with the assigned planner. The City Clerk mailed notice of Gulfview’s application to owners of parcels located within 200 feet of the two parcels identified in the notice, including Preston. Preston does not dispute receiving the notice. Section 4-206 of the Community Development Code also requires the posting of a sign on the “parcel proposed for development.” Preston does not dispute that the sign was posted. Preston objected that the mailed and posted notices did not reference the proposal to vacate 2,195.09 square feet of right-of-way. He argued that if he had known more than “a few days ago” when he received the Staff Report ahead of the October 17, 2017, Board meeting that the right-of-way was proposed to be vacated, he would have had expert witnesses at the hearing to give “an equal presentation” in response to Gulfview’s presentation. Preston requested a continuance citing lack of proper notice and insufficient time to prepare for the public hearing. Preston did not introduce any testimony or other evidence regarding the application. Preston’s primary objection to the project was vacation of the right-of-way and he wanted the opportunity to present witnesses regarding that issue. Vacating the right-of-way is a separate process and the hearing before the Board is not the proceeding in which the right-of-way vacation is decided. However, the substantial competent record evidence shows that Preston had actual notice as early as July 20, 2017, that the proposed project contemplated vacating 2,195.09 square feet of right-of-way. Preston’s other objection was that Gulfview’s design plans did not meet the requirements of Beach by Design’s Beach Walk District overlay. Preston argued to the Board that the hotel’s proposed design did not meet the redevelopment goals for addition of facilities and amenities generally described as areas for outdoor dining, outside cafes, and other seaside amenities.3/ However, although Preston had actual notice of the hotel design plans as early as July 20, 2017, he did not introduce any expert testimony or other evidence to support those objections. The Staff Report states that Beach by Design proposed to create a great beach front, known as “Beach Walk,” by relocating South Gulfview Boulevard from the existing right of way. Beach by Design recognized that the redevelopment and revitalization of the properties that front on South Gulfview were and, to a certain extent, still are generally constrained by several factors including small parcel sizes and the Coastal Construction Control Line. As a result, most of the motels and hotels which existed along the east side of South Gulfview would have limited opportunities for redevelopment even if Clearwater Beach were repositioned in the tourism market place. Beach by Design proposed to relocate South Gulfview to the west of its current alignment in order to achieve multiple purposes. First, it would create a drive with a real view of the Beach and the Gulf of Mexico. Second, it would allow the City to vacate the east 35 feet of the existing right of way in favor of the properties along the eastern frontage of existing South Gulfview as an incentive for appropriate redevelopment. Many of those existing properties would substantially benefit from an additional 35 feet of depth which could be used for the addition of facilities and amenities such as safe and comfortable areas for outdoor dining. The creation of Beach Walk and the realignment of South Gulfview Boulevard have all been realized. Several segments of the South Gulfview Boulevard have already been vacated and many of the properties along South Gulfview Boulevard have, in the years since the initial adoption of Beach by Design, been redeveloped with hotels. As noted, this proposal also includes a vacation of a portion of the South Gulfview Boulevard right-of-way which will facilitate the redevelopment of the subject site with a new hotel playing an important role in the ongoing renewal and revitalization of the Beach. Specifically, the vacation will allow for the location of an outdoor seating area providing a strong link between Beach Walk and the proposed hotel as supported by Beach by Design. Therefore, the proposal is consistent with this provision. (Emphasis added). The Staff Report concluded that the proposed project is consistent with applicable provisions of the Community Development Code, applicable components of the City’s Comprehensive Plan, the Beach Walk District of Beach by Design, and the Design Guidelines of Beach by Design. Mark Parry, Senior Planner with the City, testified that “the proposed number of units, 88, is contingent on vacation of that right-of- way,” and if the right-of-way is not later vacated, it “would knock out about eight units.” Mr. Parry also testified that the proposed project provides amenities and an outdoor seating area as specified by Beach by Design. Preston only conducted a very short cross-examination of Mr. Parry, despite having party status to do so. Sue Ann Murphy, an experienced land use planner, also testified that the proposed development complied with all applicable Community Development Code, Comprehensive Plan and Beach by Design requirements. The project architect, Istvan Peteranecz, AIA, was accepted by the Board as an expert. Mr. Peteranecz answered questions from Board members regarding the design of the proposed hotel’s main entrance, including the porte cochere and public seating area adjacent to the Beach Walk and immediately south of Frenchy’s. Preston did not cross- examine Ms. Murphy or Mr. Peteranecz, despite having party status to do so. Substantial competent evidence in the record supports the conclusion that the proposed project is consistent with applicable provisions of the Community Development Code, applicable components of the City’s Comprehensive Plan, the Beach Walk District of Beach by Design, and the Design Guidelines of Beach by Design. At the conclusion of the public hearing, the Board acknowledged Preston’s pending request for continuance and proceeded with discussion. After extensive discussion among the Board members, a motion was made and seconded for the Board “to approve case number FLD2017-07012 based on the evidence, the testimony presented, and the application, the staff report, and at today’s hearing, and to adopt the findings of fact and conclusions of law stated in the staff report with all of the conditions of approval, as listed.” The motion carried. On October 19, 2017, the City entered a Development Order memorializing the Board’s decision. The Development Order includes a Finding of Fact that “[t]he total lot area includes 2,195 square feet of the South Gulfview Boulevard right-of-way which would need to be vacated by the City,” and includes a Condition of Approval that “application for a building permit be submitted no later than October 17, 2019, unless time extensions are granted.” The City represented at oral argument that if the proposed development is not consistent with the Development Order (e.g., if the approximately 2,195 square feet of the South Gulfview Boulevard right-of-way is not vacated), Gulfview will not be able to get a building permit without going through a minor amendment process for a less intense project.
The Issue Whether the City of Fernandina Beach (“City” or “Respondent”) Future Land Use Map Amendment, adopted by Ordinance 2019-08 (“FLUM Amendment”), qualifies as a small scale development amendment to the City Future Land Use Map (“FLUM”); and, if so, whether the FLUM Amendment is “in compliance” as that term is used in section 163.3187(5)(a), Florida Statutes (2018).1/
Findings Of Fact The Parties and Standing ATC is a not-for-profit Florida corporation with a substantial number of members who reside in, own property in, or operate businesses in the City. ATC is an affected person under chapter 163, part II. ATC’s Petition for Administrative Hearing was timely filed. Members of ATC submitted oral and written comments on the FLUM Amendment to the City prior to and at the adoption public hearing. Sierra Club is a national nonprofit organization with 67 chapters, including the Nassau County Sierra Club Group with a substantial number of members who reside in, own property in, or operate businesses in the City. Sierra Club participates in activities and outings on the Egans Creek Greenway (“Greenway”) for its members and the general public and has organized and participated in the removal of invasive species in the Greenway. Sierra Club is an affected person under chapter 163, part II. Sierra Club’s Petition for Administrative Hearing was timely filed. Members of Sierra Club submitted oral and written comments on the FLUM Amendment to the City prior to and at the adoption public hearing. Petitioners have standing to maintain these proceedings because they are affected persons and presented (or had their attorney or representative present) comments at the adoption hearing of the proposed FLUM Amendment. The City is a municipal corporation of the State of Florida with the duty and authority to adopt and amend a comprehensive plan, pursuant to section 163.3167. The City provided timely notice to the parties and followed the plan amendment procedures required by the City’s codes and chapter 163, part II. The subject property is located within the City’s jurisdiction. Amelia Bluff is a Florida limited liability company conducting business in the City. By virtue of its ownership of the property that is subject to the FLUM Amendment and this dispute, Amelia Bluff is affected by the challenge to the FLUM Amendment and has standing to intervene in this proceeding. The Subject Property The Property is part of a larger parcel of approximately 15.07 acres (the “School Board Property”) that was previously owned by the School Board of Nassau County (the “School Board”). The School Board Property was essentially undeveloped, though it had been used as outdoor classroom space for the high school. The School Board Property is located on the east side of Citrona Drive and is bounded on the west by Fernandina Beach High School/Middle School. The School Board Property is bounded on the south by the Hickory Street right-of-way, which is an access to the Greenway. Across from the Hickory Street right-of-way is Shell Cove, a residential subdivision that, according to the City Staff Report, is zoned R-2 with a Medium Density Residential FLUM designation. Shell Cove, which is completed, is of greater density than the proposed Amelia Bluff subdivision. The School Board Property is bounded on the north by a tract of undeveloped property. According to the City Staff Report, the property to the north is zoned R-1 with a LDR FLUM designation. The School Board Property is bounded on the east by 200 to 400 feet of publicly-owned, predominantly wetland property. That property merges into the western edge of the main channel of Egans Creek. The Egans Creek Greenway then extends eastward from the western edge of Egans Creek. The School Board Property includes a relatively steep bluff running generally from the northwest corner of the Property at Citrona Drive, diagonally to the southeast to the Hickory Street right-of-way. The elevation of the upland portion of the School Board Property, which is the portion proposed for development, is from 18 to 20 feet above sea level at its northwest corner, to 11 to 12 feet above sea level at its southeast corner. Roughly 3.76 acres of the School Board Property at and east of the toe of the bluff consists of jurisdictional wetlands, dominated by wetland vegetation, at an elevation of 1 to 2 feet above sea level. The upland portion of the School Board Property includes the 10.29 acres of the proposed subdivision. Those uplands were, at the time of the June 2016 purchase by Amelia Bluff, fully wooded with predominantly hardwood species, interspersed with pine, holly and other species. The 10.29 acres of the proposed subdivision are appropriately zoned R-1 for low-density residential development. The Property that is the subject of the FLUM Amendment consists of approximately 6.40 acres of uplands within the 10.29 acres of the proposed subdivision. The Property is designated on the FLUM as Conservation. The remainder of the proposed subdivision is designated on the FLUM as LDR. The evidence indicates that there is no difference in the nature of the tree cover in the 6.4 acre Property and in the remaining acreage of the proposed subdivision. Maritime Forest/Maritime Hammock There was a good deal of testimony directed to the issue of whether the trees on the Property constitute a “maritime forest” or an imperiled “maritime hammock.” The tree cover on the Property, as established by the tree survey, consists largely of live oak, laurel oak, and water oak, interspersed with magnolia, pine, red maple, and other species. Ms. Jetton described the cover of the Property as maritime forest, and stated that “maritime forest” is identified as an imperiled community in the Florida Natural Areas Inventory (“FNAI”) and designated in the Egans Creek 2015 Greenway Management Plan (“Greenway Management Plan”) as such. Although a “maritime hammock” is designated as an imperiled vegetative community, a “maritime forest” is not. Ms. Jetton later clarified her testimony, stating that “I probably shouldn't have said ‘hardwood hammock.’ I'm accustomed to using that term in the Florida Keys. I know this is a maritime forest, but it is composed of hardwood trees, live oak trees, pine trees.” When asked about the terms “maritime forest” and “maritime hardwood hammock,” she stated that “it was a faulty use of my words. I should have stuck with ‘maritime forest.’” There was little to suggest that the Property contains a “maritime hammock,” which is a specific type of imperiled vegetative community identified in the FNAI and the Greenway Management Plan. Mr. Gerald indicated that it did not. Rather, Mr. Gerald indicated that the type of “maritime forest” that exists on the Property, i.e., a forest on a barrier island, is “very common throughout the mainland, throughout Nassau County, Duval County, St. Johns, Clay, all the way out through pretty much all of North Florida.” It is not an imperiled or unique community, as is a maritime hammock. The Ecological Assessment of Egans Creek Greenway indicates that maritime hammock communities associated with the Greenway “are located along the eastern part of the Greenway,” with another near an indeterminate stretch of Jasmine Street and bisected by a wide and deep canal that is not surficially connected to Egans Creek, and a third set at the southern portion of the Greenway that appear to be adjacent to a beach dune community. There is nothing in the Ecological Assessment to suggest that a maritime hammock community exists to the west of the Greenway. The evidence is insufficient to support a finding that the Property contains an imperiled “maritime hammock” as described in the FNAI and the Ecological Assessment of Egans Creek Greenway. There is little question that the Property is a beautifully wooded tract. However, the issue is not whether the Property merits preservation, but whether the FLUM Amendment, that will allow for the development of the Property as the Amelia Bluff subdivision, is inconsistent with the Comprehensive Plan. Egans Creek Greenway The Greenway is a system of approximately 317 acres of publicly-owned waterways, marshes, and wetlands that extends in a north-south direction through Amelia Island, separating the City’s beaches from its downtown and commercial areas. Egans Creek is not an Aquatic Preserve or Outstanding Florida Water. Egans Creek flows into the Amelia River and the Fort Clinch State Park Aquatic Preserve. The Greenway is a regional drainage facility that receives untreated stormwater from areas including part of the original plat of the City. Water quality in Egans Creek is degraded, though the creek is not designated as “impaired.” The City’s Greenway Management Plan provides that “[t]he primary purposes of the project are to protect this sensitive natural area from development,” and that “[a]ll of the property encompassed in this project will be designated as recreational/wetlands and protected in the City’s future land use plan.” The Greenway extends from the western bank of the Egans Creek channel eastward. The Greenway is separated from the Property by 200 to 400 feet of publicly-owned, predominantly wetland property, the first hundred feet or so of which is dense willow/wax myrtle/Chinese tallow shrub, and then brackish march to the Egans Creek channel. Procedural History of the Amelia Bluff Subdivision In June 2016, Amelia Bluff entered into a contract to purchase the 15.07-acre School Board Property from the School Board. The School Board Property includes the 6.4-acre Property. Amelia Bluff proposed to develop the upland portion of the School Board Property, including a significant portion of the Property, for the proposed subdivision. On September 27, 2016, the School Board filed an application to vacate a 60-foot right-of-way known as Gum Street extending through the School Board Property in connection with the School Board’s intent to sell the School Board Property to Amelia Bluff, memorialized as City Planning Advisory Board (“PAB”) Resolution 2016-24. On August 10, 2017, the School Board, Amelia Bluff, and the City executed a Memorandum of Understanding (“MOU”), which memorialized the parties’ understanding of the conditions of the City’s agreement to vacate a portion of Gum Street extending through the School Board Property. The MOU stipulated that Amelia Bluff would (i) provide access to the abutting properties owned by the Florida Department of Transportation (“FDOT”) located on the eastern boundary of the School Board Property through the creation of a City right-of-way to connect Hickory Street to the property owned by the FDOT; (ii) transfer the wetlands portion of the School Board Property to the City for conservation; and (iii) donate $115,000 to the City for land conservation efforts, to be paid at the conclusion of all legal challenges and/or appeals for all subdivision approvals. On August 15, 2017, the City adopted: (i) Ordinance No. 2016-40, which vacated a portion of Gum Street; and (ii) Resolution 2017-123, which approved the MOU. On November 29, 2017, the School Board conveyed the School Board Property to Amelia Bluff. On February 16, 2018, Amelia Bluff filed an application for preliminary plat approval for the subdivision. On March 9, 2018, in accordance with the MOU, Amelia Bluff conveyed to the City approximately 3.76 acres of jurisdictional wetlands in two parcels (3.63 acres and 0.13 acres in size) and dedicated to the City approximately 0.917 acres for the right-of-way connection between Hickory Street and the FDOT property. The City accepted the conveyance of wetlands and dedication of right-of-way on March 20, 2018, pursuant to Resolutions Nos. 2018-39 and 2018-40, respectively. On April 11, 2018, the PAB reviewed the application for preliminary plat and issued a recommendation of approval. On May 1, 2018, the Commission approved the preliminary plat for the Amelia Bluff subdivision. On May 10, 2018, the City’s Technical Review Committee (“TRC”) reviewed and approved the preliminary plat for technical completeness and issued a compliance letter on May 14, 2018 (SPR 2017-09), authorizing the commencement of subdivision infrastructure improvements. In August 2018, Amelia Bluff commenced work on subdivision infrastructure improvements. On October 18, 2018, Amelia Bluff applied for final subdivision plat approval. The City and Amelia Bluff determined that the Property was designated Conservation under the Comprehensive Plan and would require a Comprehensive Plan amendment to change the FLUM designation of the Property from Conservation to LDR. On November 15, 2018, Amelia Bluff filed the application for the FLUM Amendment to change the Conservation designation of the Property. City professional staff reviewed the FLUM Amendment application and determined that the FLUM Amendment sought by Amelia Bluff was consistent with the Comprehensive Plan and Land Development Code, and furthered the objectives of the Comprehensive Plan. The determination was memorialized in a Staff Report prepared for consideration by the PAB prior to the PAB’s regular meeting on January 9, 2019. On January 9, 2019, the PAB reviewed the applications for the FLUM Amendment and final plat and issued recommendations of approval for the FLUM Amendment (PAB 2019-01) and final plat (PAB 2018-26). On February 19, 2019, the Commission approved the FLUM Amendment on first reading. On February 21, 2019, Amelia Bluff stopped work on the subdivision infrastructure improvements pursuant to the City’s request. On April 16, 2019, the Commission adopted: (i) Ordinance No. 2019-08, which approved the FLUM Amendment to change the FLUM designation of the Property from Conservation to LDR, allowing up to four residential dwelling units per acre; and (ii) Resolution 2019-57, which approved the final subdivision plat. Because of Petitioners’ pending challenge, the effective date of Ordinance No. 2019-08 is delayed. The Ordinance provides: “If challenged within 30 days after adoption this Ordinance may not become effective until the state land planning agency or the Administration Commission, respectively, issues a final order determining that the adopted ordinance is in compliance pursuant to Section 163.3187, Fla. Stat.” Similarly, Resolution 2019-57 provides “[t]his Resolution shall become effective on the same date as Ordinance 2019-08 (a small scale Future Land Use Map Amendment that becomes effective pursuant to Section 163.3187, Fla. Stats.)” Thus, development may resume without any further action by the Fernandina City Commission if the FLUM Amendment becomes effective. Other Governmental Authorizations On December 28, 2017, the St. Johns River Water Management District (“SJRWMD”) issued Amelia Bluff an Environmental Resource Permit, No. 151737-1 (“ERP”), which notice was recorded in Official Records Book 2177, Page 1100 of the Public Records of Nassau County, Florida on February 15, 2018. On May 14, 2018, the Florida Department of Environmental Protection (“FDEP”) issued Amelia Bluff Permit No. 0003152-107-DWC, which authorized Amelia Bluff to construct a domestic wastewater collection/transmission system on the site, and accepted Amelia Bluff’s Notice of Intent to Use the General Permit for Construction of Water Main Extensions for PWSs. The Proposed Subdivision The proposed subdivision consists of 30 lots, designed with two entrances from Citrona Drive, and two cul-de-sacs. The legal description for the final plat approved on April 16, 2019, in Resolution 2019-57, describes the proposed subdivision as containing “10.29 acres more or less.”3/ In addition to the property conveyed to the City or dedicated to the city as right-of-way, the final plat depicts Tract “C” (0.25 acres) as a “recreation/open space tract” that is removed from development. The proposed subdivision was initially designed with stormwater detention ponds near the front of the subdivision, near Citrona Drive and away from the bluff. However, placement at that location would have required extensive grading and tree clearing to direct the flow of water against its natural flow direction. After discussion with City staff, the decision was made to reconfigure site drainage so that stormwater would be directed via overland flow and drainage structures from northwest to southeast, generally following site topography. Stormwater from lots, sidewalks, and streets will be directed to two dry detention ponds located at the southeast portion of the subdivision, and adjacent to the bluff. By allowing stormwater to follow the natural topography, grading and clearing for stormwater purposes will be minimized. The two dry detention ponds are connected by a 12-inch pipe approximately 100 feet in length that is designed to equalize water levels in the ponds. The ponds have a discharge structure in the southernmost pond that is designed to discharge treated stormwater after a 25-year storm to the bottom of the bluff. Efforts were made to design utilities, the stormwater system, and the roadways and associated structures to avoid particular specimen trees within the rights-of-way. In addition, Tract “C” located near the northwest corner of the subdivision, as well as portions of Tract “A” in the vicinity of the dry detention ponds were preserved due to an abundance of trees at those locations. The subdivision is designed with a 25-foot wetland buffer that prohibits removal of native vegetation or other disturbance within 25 linear feet of the jurisdictional wetlands. The buffer encompasses the entirety of the bluff. It was noted during the hearing that the buffer terminates near the southwest corner of the proposed subdivision. It was explained, credibly, that the 25-foot buffer is to buffer wetlands, and that there were no wetlands within 25 feet of the southwest corner that required a buffer. It was also noted that several lot lines extended into the wetland buffer. The buffer will be marked and restrictions recorded. Much of the evidence offered by Petitioners was directed to concern that the disturbance of the Property and removal of trees would destabilize the “relic dune” upon which the proposed subdivision is to be built. The testimony regarding that issue was conclusory, and not based on site- specific studies. However, Dr. McPhillips noted that there is residential development up and down the Greenway, and that the adjacent Shell Cove subdivision had experienced no evidence of dune collapse. Work Completed to Date In June 2016, after Amelia Bluff contracted to purchase the School Board Property, the owner representative, Wirt Beard, met with City planning staff to engage in preliminary discussions regarding the development of the proposed subdivision. At that time, Amelia Bluff and the City planning staff noted that the Property was subject to a Conservation designation on the FLUM. The planning director at the time, Marshall McCrary, indicated that it was his opinion that the FLUM Conservation designation was a “scrivener’s error,” and that it would be taken care of. Considerable discussions regarding the abandonment of the Gum Street right- of-way then commenced, and the Conservation designation was essentially disregarded. Nonetheless, there is no question but that Amelia Bluff knew and understood at that time that the Property was not designated for development. Amelia Bluff’s decision to proceed with development planning and construction was not taken without considerable support by the City. Despite the fundamental issue of whether the proposed subdivision could go forward in light of the unresolved Conservation designation, the City proceeded with a number of actions that would have led Amelia Bluff to the reasonable conclusion that the matter was, in fact, being “taken care of.” As set forth previously, the City entered into the MOU with Amelia Bluff and the School Board that required Amelia Bluff to establish a City right-of-way through the Property to connect Hickory Street to FDOT property and to transfer roughly 3.76 acres of wetlands on the Property to the City for conservation, upon which the City would vacate a portion of Gum Street extending through the Property. Ordinances approving the MOU and vacating the Gum Street right-of-way were adopted on August 15, 2017. The sale of the School Board Property to Amelia Bluff was then closed on November 29, 2017. On March 9, 2018, in accordance with the MOU, Amelia Bluff conveyed the 3.76 acres of jurisdictional wetlands to the City, and dedicated 0.917 acres for the FDOT right-of-way. The City accepted both by resolution on March 20, 2018. On February 16, 2018, Amelia Bluff filed its application for preliminary plat approval. On April 11, 2018, the PAB reviewed the application for preliminary plat and recommended approval, which was approved by the Commission on May 1, 2018. On May 10, 2018, the TRC issued a compliance letter authorizing the commencement of subdivision infrastructure improvements. Amelia Bluff commenced work on infrastructure improvements for the Project in August 2018. When work was suspended on February 21, 2019, pursuant to the City’s request, the stormwater collection system was substantially complete, stormwater ponds had been cleared and constructed, and the stormwater collection system had been installed. In addition, roads had been cleared and curbs installed. City Commission FLUM Amendment Meetings The undersigned viewed and listened to every minute of the City Commission meetings of February 19, 2019; March 19, 2019; and April 16, 2019. The exclusive theme of those meetings was whether the Conservation designation of the Property was a “scrivener’s error.” The staff presentations were directed solely to the historic zoning and land use designations of the Property. Aerial photographs going back to 1943, and plats going back nearly as far, formed the temporal starting point of the presentations. Charts, maps, and plans were presented and discussed that showed the Property to be subject to a residential “zoning map” designation starting in 1961 and extending through the 1990 FLUM. The Property then became subject to a Wetlands Protection zoning map designation in 1993 and FLUM designation in 1997. In 2005, the Property appeared with a LDR designation in the City GIS FLUM Map. The Property was then made subject to the Conservation designation in 2006, a designation that was adopted by City ordinance. Regardless of how the Property became subject to the Conservation designation, that is its official designation, adopted by ordinance, reviewed by the state land planning agency, and not subject to any timely challenge. The staff presented little or no “data and analysis” as to the compliance of the FLUM Amendment itself with the Comprehensive Plan for consideration by the Commission. The discussion of the FLUM Amendment by the Commissioners involved the alleged “scrivener’s error,” the cost associated with litigating a Bert Harris Act “takings” claim if the FLUM Amendment was denied, the cost of acquiring the Property from Amelia Bluff and the source of funds to do so, and nothing more. Though the evidence establishes that the Commission had “data and analysis” as to the compliance of the FLUM Amendment to the Comprehensive Plan, there was not a whisper of acknowledgment or direct evidence of consideration. Several Commissioners, and particularly Mr. Chapman and Mr. Kreger, made statements that their votes to approve the FLUM Amendment were driven solely by the assumption that the Conservation designation was an error, with Commissioner Chapman discussing the cost of buying the Property in lieu of other sensitive lands in the community, stating that “I cannot justify giving up . . . 452 acres of land for six, I just can’t do it,”4/ and Vice-Mayor Kreger stating explicitly at the April 16, 2019, meeting that “to me, this is a mapping error, . . . I made the motion and I will vote yes on this.”5/ The undersigned is convinced that, at least as to the public discussions of the issue, little consideration was given to whether the FLUM Amendment was consistent with the Comprehensive Plan. If the issue in this case was whether the Commission actually considered available data and analysis supporting consistency, the evidence would suggest the answer is “no.” However, the issue in this de novo proceeding is whether data and analysis that was available to the Commission at the time of the adoption of the FLUM Amendment, and whether that data and analysis, together with any subsequent analysis, establishes that the FLUM Amendment is “in compliance” with the Comprehensive Plan under a “fairly debatable” standard. Available Data and Analysis Section 163.3177(1)(f) requires all plan amendments to be based upon relevant and appropriate data and an analysis by the local government that may include, but is not limited to, surveys, studies, and other data available at the time of adoption of the plan amendment. Section 163.3177(2) requires the elements of the Comprehensive Plan to be supported by data and analysis. Likewise, section 163.3177(6)(a)8. requires FLUM amendments to be based upon an analysis of data. Section 163.3178(2) states that a local government’s coastal management element of its Comprehensive Plan must be based upon studies, surveys, and data. When the application for the FLUM Amendment was filed, Amelia Bluff provided the City with a substantial volume of information for consideration by City staff, and to which the Commission had access at the time it voted to approve the FLUM Amendment. The surveys, studies, and data included: a site survey prepared by Manzie & Drake Land Surveying; engineering plans for the proposed subdivision, including water and sewer design and stormwater system design prepared by Gillette & Associates, Inc.; a wetland delineation, wetland survey, and documents conveying all wetlands to the City; a topographic survey; preliminary and final plats which include a depiction of the upland/wetland buffer; stormwater modeling data and site drainage calculations prepared by Gillette & Associates, Inc.; the SJRWMD ERP; a geotechnical and soils report for the stormwater model and roads prepared by AGES of Jax, Inc.; a tree survey with input from an arborist; and a wildlife assessment prepared by LG2 Environmental Solutions, Inc. Challenges to the Plan Amendment Small Scale Development Amendment Section 163.3187 applies to “small scale development amendments,” which may be adopted when “[t]he proposed amendment involves a use of 10 acres or fewer.” Petitioners allege that the FLUM Amendment is not a small scale development amendment since the 6.4 acre FLUM Amendment is part of a use, i.e., the proposed subdivision, that is greater than 10 acres in size. The FLUM Amendment is designed to change the land use category on the 6.4-acre Property. Both Ms. Gibson and Mr. Teeple testified credibly that the size of a FLUM amendment application is the acreage of the property on which the land use category is to be changed. Mr. Teeple testified that, in his extensive experience, he was unaware of any instance in which the 10-acre threshold was applied to the applicant’s total acreage, on the size of a “parent parcel,” or on the overall size of a development of which a FLUM amendment parcel was a part. Ms. Jetton testified on behalf of Petitioners that the Amelia Bluff subdivision is the “use,” which includes “the lots, the driveways, the stormwater ponds, the entire use,” although only the land use designation on the 6.4 acres would be amended. She asserted that the FLUM Amendment “should have been for the Conservation land with an explanation along with it that it would be part of a use that includes” the entire proposed subdivision. Her opinion as to “use” notwithstanding, Ms. Jetton testified that if the FLUM Amendment had occurred prior to the plat approval, “and they only offered the Conservation land as a small scale amendment, then that would have met the statute,” and the FLUM Amendment would properly be for the 6.4 acres for which the land use category change was being sought. Ms. Jetton, and Petitioners, rely exclusively on St. George Plantation Owners Association, Inc. v. Franklin County, Case No. 95-5124GM (Fla. DOAH Feb. 13, 1997; Fla. ACC Mar. 27, 1997). That case will be discussed in the Conclusions of Law herein. The preponderance of the evidence demonstrates that it is the established and accepted practice of the City and the regional council to base the determination of whether an amendment is a small scale amendment on the size of the property subject to modification. That determination is consistent with the plain language of the statute and is accepted as reflecting an accurate application of the standards for a small scale FLUM amendment. Internal Inconsistency In the Joint Pre-hearing Stipulation, Petitioners identified the specific goals, objectives, and policies of the Comprehensive Plan that they assert render the FLUM Amendment inconsistent with the Comprehensive Plan. Each of those goals, objectives, and policies is addressed as follows: Policy 5.07.09. The City shall prohibit any development activity that would potentially endanger lives and/or harm property, water quality, and quantity or any other valued environmental system resulting from an alteration to existing drainage structures and natural drainage patterns. Ms. Gibson testified that the City applied this policy and found that it was met as evidenced by modifications to the original stormwater system design and the permitting of the stormwater system by the city and the SJRWMD. As originally configured, the stormwater system would have required significant regrading and virtual clear-cutting of the entire Property to allow stormwater to flow against the natural topography of the land to the front of the proposed subdivision adjacent to Citrona Drive. With input and direction from the City, the system was redesigned to direct stormwater generally from the high point of the property to its low point at the southeastern corner, following the natural topography of the proposed subdivision. All stormwater is to be directed to the permitted stormwater facility. The 25-foot upland buffer is not designed or intended to treat stormwater. The stormwater system consists of dry detention ponds, which are preferred by the SJRWMD. The vertical percolation rate is calculated at 42.8 feet per day. The horizontal percolation rate was calculated at 0.6 feet per day. Mr. Gillette testified that the stormwater system was designed to manage 100 percent of the stormwater from a 25-year storm event, which exceeds the City requirement of a system capacity to handle a 10-year storm event. The treatment volume does not include infiltration and percolation of stormwater. Mr. Desilet reviewed the drainage plans and calculations and determined that they were in compliance with the City Land Development Code. He further confirmed that Amelia Bluff received a stormwater permit from the SJRWMD as required by the Local Development Order. The system is designed and engineered such that flow from the proposed subdivision in its post-development state does not exceed flow from the proposed subdivision in its pre-development state. The system is designed to hold and treat stormwater on site from a 25-year storm. After that, stormwater will be allowed to “pop-off” to the stormwater drain and culvert. Nonetheless, the preponderance of the evidence establishes that any water leaving the site will be treated stormwater, meeting both permitting and water quality standards. Mr. Gillette testified that the modeling performed in support of the stormwater system indicates that for a mean storm event (5.4 inches of rain), pre-development stormwater outfall from the proposed subdivision is 3.8 cubic feet per second (“CFS”), while post-development outfall is expected to be 0.67 CFS. For a 25-year storm event, pre-development stormwater outfall from the proposed subdivision is 16 CFS, while post- development outfall is expected to be 5.6 CFS. Mr. Desilet testified that the engineered stormwater system proposed by Amelia Bluff “addresses water quality by providing the minimum required treatment volume and infiltration under [SJRWMD] guidelines.” As such, he testified that under rules governing the SJRWMD, “[i]f the specified volume required by the pervious area of the site is provided, and it's shown that it infiltrates in the system and it meets other site criteria in the [SJRWMD] code, it is presumed to meet state water quality standards.” Consistent with Mr. Desilet’s testimony, Florida Administrative Code Rule 62-40.432(2)(a), which is applicable to the SJRWMD, provides that “[w]hen a stormwater management system complies with rules establishing the design and performance criteria for such systems, there shall be a rebuttable presumption that the discharge from such systems will comply with state water quality standards.”6/ The stormwater system complied with the applicable rules, thus leading the SJRWMD to issue a stormwater permit to Amelia Bluff. There was no persuasive evidence introduced to rebut the presumption that state water quality standards would be met. The City reviewed Amelia Bluff’s stormwater plans for compliance with the City’s Land Development Code and determined that water quality was addressed, and that the data and analysis regarding stormwater from the proposed subdivision was compliant with the Comprehensive Plan. The evidence offered to establish that the stormwater system designed for the proposed subdivision would “endanger lives and/or harm property, water quality, and quantity or any other valued environmental system resulting from an alteration to . . . natural drainage patterns” was not persuasive. The evidence does not establish beyond fair debate that the FLUM Amendment is inconsistent with Comprehensive Plan Policy 5.07.09. Policy 5.07.12. The City shall require low-impact development strategies or conservation-based landscape planning and installation, water efficient irrigation, and appropriate measures that promote conservation of water resources and reduction of non-point source pollution as part of sustainable water management for new public and private development. New waterfront development shall be designed so that stormwater runoff and erosion are retained on-site or are channeled so as not to degrade water quality of adjacent waters. Ms. Gibson testified that the City required Amelia Bluff to apply low-impact development strategies, including its dedication of all wetlands to the City; the requirement of the 25-foot, naturally vegetated wetland buffer; modifications to the stormwater system to account for the natural topography of the land; and modification and realignment of infrastructure to preserve significant trees. Mr. Teeple testified that the proposed density of less than three units per acre is less than the four units per acre allowed under the LDR designation, thus supporting his opinion that Amelia Bluff applied a low-impact development strategy. Petitioners’ alternatives to the low-impact development strategies identified by Ms. Gibson included clustering all development onto that portion of the proposed subdivision currently designated as LDR, requiring swales in lieu of a “focused” drainage pattern, and increasing the width of the buffer. The City’s decision to accept Amelia Bluff’s proposed subdivision as consistent with its low-impact development policy was supported by data and analysis, and was a legislative decision to accept the plans and specifications as being in compliance with the Comprehensive Plan. There are different ways to measure the effectiveness of low-impact development strategies, and people may -- and do -- disagree as to the appropriate means to accomplish the policy. The issue is not, however, which strategies should be implemented, but whether the City’s decision to accept Amelia Bluff’s strategy was beyond fair debate. The evidence does not establish beyond fair debate that the FLUM Amendment is inconsistent with Comprehensive Plan Policy 5.07.12. Objective 5.08. - Wetlands Protection and Preservation Petitioners assert that the FLUM Amendment is inconsistent with Objective 5.08. of the Comprehensive Plan, which provides as follows: The City shall direct incompatible land uses away from wetlands, and shall protect and preserve wetlands from physical and hydraulic alterations, in order to maintain the following functions: natural biological functions . . . natural drainage systems impacting sedimentation patterns, salinity distribution, flushing characteristics . . . shielding other areas from wave action, erosion, or storm damage; storage areas for stormwater and flood waters; natural recharge areas; and natural water filtration processes that serve to purify water. Objective 5.08. is implemented through the City’s wetland Comprehensive Plan policies. Petitioners allege that the proposed FLUM Amendment is inconsistent with the following policies: Policy 5.08.05. The City shall continue to ensure the protection and mitigation of wetlands, consistent with existing state and federal regulations, and shall ensure the following: Land uses which will have little or no adverse impact on wetlands; Standards and criteria for wetlands which possess significant functional value; and Activities that would provide direct public benefits and that would exceed those benefits lost to the public as a result of the degradation or destruction of wetlands. Policy 5.08.06. The City shall protect wetlands from impacts of adjacent development, and shall ensure through regulations included in the Land Development Code: Proper siting of development structures and infrastructure, including clustering of development away from wetlands; Location of buffer zones of native vegetation around wetlands and surface water bodies to prevent erosion, retard runoff, and provide habitat; and Setback of buildings and other structures from wetlands and water bodies. Policy 5.08.08. In instances in which development is proposed that is adjacent to a wetland, the boundary of a wetland transition area shall be established by an on-site field survey . . . . The City shall maintain land development regulations which ensure that the transition area provides a buffer between wetlands and upland development. Such buffer shall ensure existing vegetation is not disturbed; where new vegetation is required, plants or ground cover native or appropriate to a wetlands transition area shall be used. The data and analysis established clearly that the Property encompassed by the FLUM Amendment includes no wetlands, and that the proposed subdivision will result in no direct degradation, destruction, or impact to wetlands. Ms. Gibson testified that the Wetlands Protection and Preservation objective and policies were advanced in several ways, including the dedication of all wetlands on the School Board Property to public ownership so as to protect and preserve the wetlands, the creation of the wetland buffer between wetlands and the upland development, and the requirement -- enforced through the plat and engineering documents, Homeowners’ Association covenants, and City code provisions -- that native vegetation be maintained in the buffer. Petitioners argued that wetlands are adjacent to the proposed subdivision, that stormwater can drain from the proposed subdivision to the wetland, and that, ipse dixit, there will be an adverse affect on the wetlands. That allegation was not proven, and is inconsistent with the SJRWMD stormwater permit creating a presumption that the stormwater system complies with water quality standards. The City’s decision to accept Amelia Bluff’s proposed subdivision as consistent with its wetland protection and preservation objective and policies was supported by data and analysis, and was a legislative decision to accept the plans and specifications as being in compliance with the Comprehensive Plan. The evidence does not establish beyond fair debate that the FLUM Amendment is inconsistent with Comprehensive Plan Objective 5.08., or Policies 5.08.05, 5.08.06, or 5.08.08. Objective 5.10. - Wildlife Planning. The City shall encourage development and management of resources in a manner which sustains local wildlife, their habitat and the ecological services of the land, and shall protect significant habitats of populations of threatened or endangered species in accordance with the provisions of the Endangered Species Act (ESA) 16 USC 1531, and Florida Administrative Code Division 68A. Objective 5.10. is implemented through the City’s wildlife management Comprehensive Plan policies. Petitioners allege that the proposed FLUM Amendment is inconsistent with the following policies: Policy 5.10.01. When reviewing development proposals for public or private development, the City shall take into account the following strategies: * * * Preserve native vegetation and habitat types; Preserve forested areas, the understory and native soil associations; and Avoid activities that dehydrate landscape features or alter seasonal water flows or duration of inundation to wetlands, hammocks or water bodies. Policy 5.10.02. The City shall protect significant habitats for native wildlife and vegetation in areas of known environmentally sensitive habitats, including habitats of endangered species. The Land Development Code shall be updated with regulations to ensure that prior to the issuance of development permits in such areas, detailed inventories and assessments of impacts of development shall be conducted. If on-site habitat will be disturbed by new development, the habitat shall be relocated or the impacts mitigated, if viable by virtue of its size, configuration, and connecting habitat. . . . Mr. Teeple testified that the donation of wetlands and the efforts taken, as described herein, to minimize impacts to trees on the Property, is consistent with the Comprehensive Plan. When confronted with the fact that the proposed subdivision will not “preserve the forested areas, the understory, and the native soil associations,” Mr. Teeple testified credibly that Policy 5.10.01 “doesn't say ‘preserve all native vegetation and all habitat types.’ It's incongruous with the nature of development.” The data and analysis demonstrate that Amelia Bluff made efforts to preserve native vegetation and forested areas on the property, as described herein, though it is without question that the Property will be subject to the normal impacts of low- density development. Compliance with the stormwater standards is sufficient to demonstrate that there will be no adverse water quality or water quantity impacts from the stormwater collection and management system, and that the system will not alter seasonal water flows or duration of inundation to wetlands, hammocks, or water bodies. Dr. McPhillips testified as to her concern that the buffer vegetation on the northern -- and more elevated -- side of the proposed subdivision will be desiccated, and that the vegetation on the southern -- and lower -- side near the dry detention ponds will, from time to time, become saturated. Her concern was that trees at the buffer would not be able to generate interfacial friction between the roots and soil to stabilize them under any appreciable wind load. However, Dr. McPhillips was not familiar with the adjacent Shell Cove subdivision, which has similar characteristics, or the requirements of the SJRWMD and the calculations required for a stormwater permit. Her opinions were not supported by specific facts as to how the site will hold or drain water, and were more in the nature of “pure opinion” testimony based on her admittedly extensive professional education and experience. The data and analysis was adequate to establish that the stormwater management system would not result in adverse impacts resulting from the system, including dehydration of landscape features. As to Policy 5.10.02, the evidence indicated that the City Land Development Code required detailed inventories and assessments of impacts of development. As part of the data available to the City, Amelia Bluff provided a wildlife survey. The survey established that the Property contained no environmentally sensitive habitats, including habitats of endangered species. The known environmentally sensitive habitats in the form of wetlands have been protected through conveyance to public ownership and the establishment of naturally vegetated buffers to protect off-site habitat. The City’s decision to accept Amelia Bluff’s proposed subdivision as consistent with its wildlife planning objective and policies was supported by data and analysis, and was a legislative decision to accept the plans and specifications as being in compliance with the Comprehensive Plan. The evidence does not establish beyond fair debate that the FLUM Amendment is inconsistent with Comprehensive Plan Objective 5.10., or Policies 5.10.01 or 5.10.02. Objective 5.11. - Tree Preservation and Urban Forestry. The City shall commit to preservation of community trees and the urban forest to improve air quality, community health, quality of life, aesthetics, and energy conservation. Objective 5.11. cannot be read in isolation from the policies adopted to implement the objective. Those policies include Policy 5.11.09., which requires the City’s Land Development Code to “protect and retain existing trees and require replacement of trees lost to land clearing,” with the objective of “achiev[ing] no net loss of trees per development site,” as well as “[m]aintenance of a Tree Fund for payments in lieu of replanting or mitigation of protected trees.” Mr. Platt testified that the City’s objective has been met through a number of strategies and policies applied to Amelia Bluff. Mr. Platt and Ms. Gibson testified that individual lots will be required to submit a land clearing application at the time of the single-family home permit, and the lot grading and tree removal associated with each individual lot will be reviewed on a parcel-by-parcel basis at that time. The City's Land Development Code has provisions for the protection of noninvasive, healthy trees larger than five inches in diameter at breast height (“DBH”) within five feet of a home footprint. For any tree in the protected class that must be removed, the City has a mitigation and minimum planting ordinance which requires that any tree planted as part of mitigation be a noninvasive, native tree, at a minimum of two and a half inches DBH and eight feet in height. In addition to the foregoing, the City Land Development Code has a provision that allows for up to 50 percent of on-site mitigation to be accomplished through an “inch-for-inch” payment to a tree mitigation fund. That provision is, according to Mr. Platt, rarely used, though it is consistent with Policy 5.11.09 described above. As indicated previously, Amelia Bluff set aside several areas of the proposed subdivision, both within the Property and within the remaining generally indistinguishable acreage, for protection of both important specimen trees and clusters of trees, most notably Tract “C” (0.25 acres) near the northwest corner of the proposed subdivision, areas around the dry detention ponds (0.17 acres), and tree “islands” in the cul- de-sacs. In addition, Amelia Bluff worked with the City to realign roadways and utilities to avoid particular trees. Petitioners assert that Objective 5.11. has not been met because the overall forest will be altered, not only through the installation of infrastructure, but also through the clearing that will be necessary for homes and driveways. Petitioners argue that the inevitable thinning of the forest and damage caused through construction activities will weaken the remaining trees, and diminish the storm protecting qualities of an unbroken forest. The City’s decision to accept Amelia Bluff’s proposed subdivision as consistent with Objective 5.11. was supported by data and analysis, including the tree survey and the retention/removal plan. It was a legislative decision to accept the plans and specifications, when considered in conjunction with the related policies and the City’s Land Development Code, as being in compliance with the Comprehensive Plan. People clearly, and in good faith, disagree as to the best means of preserving the urban forest. Development, even of low density, by its very nature entails a modification of the natural state. However, the issue is whether the City’s determination that the FLUM Amendment, including protections proposed by Amelia Bluff, was, beyond fair debate, in error. The evidence does not establish beyond fair debate that the FLUM Amendment is inconsistent with Comprehensive Plan Tree Preservation and Urban Forestry Objective 5.11. Objective 6.05. - Open Space. Open spaces shall be protected within urbanized areas for their aesthetic, health, environmental, and economic benefits. The City shall continue to maintain standards in its land development regulations for the provision and maintenance of open space in the community, including in private developments and publicly owned lands. Objective 6.05. is implemented through the City’s open space Comprehensive Plan policies. Petitioners allege that the proposed FLUM Amendment is inconsistent with the following policy: Policy 6.05.03. Privately-owned open space, such as those within subdivisions or PUD developments, which consist of a conservation future land use or contains environmentally sensitive lands, shall be protected through the acquisition of conservation easements. There was surprisingly little or no testimony offered by anyone other than Ms. Gibson and Mr. Teeple regarding the consistency of the FLUM Amendment with this objective and policy. Mr. Teeple testified to the difficulty in applying Policy 6.05.03 -- despite the provision that open space “within subdivisions or PUD developments, which consist of a conservation future land use . . . shall be protected through the acquisition of conservation easements” -- due to “the out- of-sequence process that we're going through by dealing with land use last.” Had the FLUM Amendment been considered “in- sequence,” there would have been no subdivision to which Policy 6.05.03 would have applied. Several witnesses testified that had the sequence of events not been skewed by Mr. McCrary’s ill- advised statement that the “scrivener’s error” would be taken care of, a number of issues created as a result of the amendment of the FLUM after plat approval would not have been problems. This appears to be one. It does appear that Policy 6.05.03. was designed to apply to open space lands within a developed subdivision, ensuring through a conservation easement that such designated open space lands would not be encroached upon. That scenario does not present here. The evidence establishes that all of the “environmentally sensitive lands” on the School Board Property were conveyed to the City. Though the Property is forested, it is of a nature common throughout north Florida, and not imperiled “maritime hammock.” Amelia Bluff conveyed all wetlands on the Property to the City. Amelia Bluff also placed 0.25 acres into “recreation/open space, preserved significant stands and individual trees, and donated $115,000 to the City for land conservation efforts. The City’s decision to accept Amelia Bluff’s proposed subdivision as consistent with Objective 6.05. and Policy 6.05.03. was supported by data and analysis as described above. Though a facially credible argument can be made that the Property is land designated as Conservation within a “subdivision”, under the specific -- and peculiar -- facts of this case, the legislative decision to adopt the FLUM Amendment as being consistent with the Comprehensive Plan, when considered in conjunction with the related policies and the City’s Land Development Code, was fairly debatable. Objective 6.10. - Egans Creek Greenway. The City shall protect Egans Creek Greenway for its value as a recreational asset, for its significance as an outstanding natural resource, and for its role in providing wildlife habitat. The Amelia Bluff subdivision does not front onto the Egans Creek Greenway. Rather, the easternmost edge of the Property is from 200 to 400 feet removed from the Greenway. The Greenway was protected by the dedication of all wetlands that were part of the School Board Property to the City. The Greenway is further protected by the establishment of the 25-foot naturally vegetated upland buffer. As established herein, any stormwater discharged from the dry detention ponds is not reasonably expected to result in the violation of water quality or water quantity standards established by the SJRWMD or the City. While recognizing the value of the Egans Creek Greenway, the evidence does not demonstrate that the proposed subdivision will impair the Egans Creek Greenway’s value as a recreational asset, its significance as an outstanding natural resource, or its role in providing wildlife habitat, and does not establish beyond fair debate that the FLUM Amendment is inconsistent with Comprehensive Plan Objective 6.10. Policy 1.02.04. Decision on amendments to the FLUM shall be based on an analysis of the suitability and compatibility of the proposed use, based on the following factors: Type and density or intensity of surrounding uses; Zoning districts in the surrounding area; Demonstration of adequate water supply and water supply facilities; Appropriateness of the size of the parcel compared to the proposed use; Physical condition of the site, and the suitability of soils and topography for the proposed use; Suitability of the site based on the presence or absence of natural resources, environmentally sensitive lands, flood zones, or historic resources; Compatibility factors; Impact on adopted levels of service standards and quality of service standards; and Location in a Coastal Upland Protection Zone (CUPZ). Petitioners’ argument on this point is essentially that the FLUM Amendment is not supported by relevant data and analysis in the form of the assessments called for in the policy. That argument is separate and apart from the issue of whether the FLUM Amendment creates an internal inconsistency with the policy. As set forth herein, the data available to the City, and the analysis of that data, met the substantive requirements of Policy 1.02.04. Thus, the record does not support a finding that the FLUM Amendment is inconsistent with Policy 1.02.04. Data and Analysis Petitioners’ last argument is, as expressed in section II.a.(3) of the Joint Pre-hearing Stipulation, the FLUM Amendment is inconsistent with various provisions of section 163.3177, including that the proposed FLUM Amendment be based on “accurate” data and analysis. In that regard, section 163.3177(1)(f) provides that: All . . . plan amendments shall be based upon relevant and appropriate data and an analysis by the local government that may include, but not be limited to, surveys, studies, community goals and vision, and other data available at the time of adoption of the . . . plan amendment. (emphasis added). Section XI of the Joint Pre-hearing Stipulation then identifies the following issues as remaining for disposition: Whether the [FLUM] Amendment is based upon appropriate data and analysis including the character of the undeveloped land, soils, topography, natural resources, and suitability of the property for the proposed use in accordance with Section 163.3177(6), Florida Statutes. Whether the development . . . ensures the protection of natural resources and the compatibility of adjacent land uses as required under Section 163.3177(3). Whether the development . . . directs future land uses that are incompatible with the protection of wetlands and wetland functions in violation of section 163.3177(6), Florida Statutes. Whether the development . . . will adversely impact water, wetlands, wildlife, habitat, soils, native vegetative communities, existing natural preserve areas, and other natural and environmental resources pursuant to Section 163.3177(2), (6), Florida Statutes. (emphasis added). Ms. Gibson testified that the FLUM Amendment is supported by information described in paragraph 73, and described in further detail throughout these Findings of Fact. The availability of the data was corroborated by Mr. Platt, Mr. Desilet, Mr. Gillette, and Mr. Gerald. Though there was little evidence that the data and analysis was fully considered by the Commission,7/ the evidence established that there was substantial data “available at the time of adoption of the . . . plan amendment,” and that the data was, at a minimum, analyzed and considered by City staff. Consistency of the FLUM Amendment with section 163.3177(2), (3), and (6) has been addressed in conjunction with the specific Comprehensive Plan objectives and policies set forth in detail herein. Based thereon, Petitioner did not prove beyond fair debate that the FLUM Amendment is not based upon relevant and appropriate data and analysis, or are otherwise inconsistent with section 163.3177(1)(f), (2), (3), and (6). Conclusion In analyzing the consistency of the FLUM Amendment with the Comprehensive Plan, the undersigned gave full attention to not only the witnesses and evidence produced by the parties, but also to the public comment taken during the evening of July 15, 2019. This project has clearly evoked a great deal of justifiable passion from people who are concerned, invested, and involved in their community. However, the burden applicable in proceedings of this nature -- beyond fair debate -- is substantial. The decision that was made by the City officials was, as discussed herein, a legislative decision. Regardless of the extent that their attention may have been misdirected to the issue of whether the adopted and valid Conservation designation was a “scrivener’s error,” the data and analysis in support of the FLUM Amendment was available. Under the specific facts of this case, the decision of the elected City officials to approve the FLUM Amendment, regardless of their publicly stated reasons, was one that reasonable persons could differ over, and was therefore “fairly debatable.”
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Economic Opportunity enter a final order determining that the City of Fernandina Beach Comprehensive Plan FLUM Amendment adopted by Ordinance No. 2019-08 on April 16, 2019, is “in compliance,” as that term is defined in section 163.3184(1)(b), Florida Statutes. DONE AND ENTERED this 16th day of September, 2019, in Tallahassee, Leon County, Florida. S E. GARY EARLY Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 16th day of September, 2019.
Findings Of Fact Stipulated Facts Jim and Paulette Holzinger own Lot 17, Section B, Long Beach Estates, located on Big Pine Key in unincorporated Monroe County, Florida. The property is south of Long Beach Drive. The property is located within the Florida Keys Area of Critical State Concern. See Sections 380.05 and 380.0552, Florida Statutes. Under these statutes, Monroe County adopted a comprehensive plan and implemented it with land development regulations which are consistent with the Principles for Guiding Development found in Section 380.0552(7), Florida Statutes. The Department of Community Affairs approved the County's comprehensive plan in Rule Chapter 9J-14, Florida Administrative Code, and the Administration Commission approved the comprehensive plan in Chapter 28-29, Florida Administrative Code. The County's comprehensive plan is implemented through its land development regulations, codified as Chapter 9.5 of the Monroe County Code. Monroe County is responsible for issuing development orders for land development in unincorporated Monroe County, including these development orders (building permits). The Local Government Comprehensive Planning and Land Development Act, Chapter 380, Florida Statutes, restricts the County from permitting development which is inconsistent with the Monroe County Comprehensive Land Use Plan, Sections 163.3161(2) and 163.3194(1), Florida Statutes. No person may undertake any development within an area of Critical State Concern except in conformity with Chapter 380; Section 380.05(16), Florida Statutes. After the County issued the three related permits, the Holzingers engaged Pinewood Enterprises, Inc., as general contractor, for the construction of their single-family residence. Those permits were rendered to the Department of Community Affairs on July 21, 1992, and the Department issued its notice of appeal of those permits on September 4, 1992. No party disputes the timeliness of the appeal. The Holzingers' lot is vegetated by mangroves, transitional plant species, and beach berm plant species. The site plan, and which was part of the Holzingers' application for the permits, which Monroe County approved, includes the approval of dredging of a portion of Lot 17 and the placement of fill on site to provide driveway access to the single-family residence. The site plan locates the single-family residence in an area of Bay Cedar thicket. The mangroves are located along the north of the lot along Long Beach Drive. Facts Found Based on Evidence Adduced at the Final Hearing The Holzingers' lot is located at the southernmost area of Big Pine Key, and is separated from the rest of the key by a wetland to the north of the property. To its south is the Atlantic Ocean. The lot is approximately 100' x 230' and contains approximately 22,750 square feet from property line to property line. On the lower keys land elevations only extend from sea level to a maximum of approximately five or six feet above sea level. The soil or substrate conditions on the lot are white calcareous deposits which appear to the untrained eye to be sand. It is not quartzite, but deposits from the breakdown of marine grasses or marine algae which have the appearance of sand. There is no caprock on the property. B (1). Habitats Recognized in the Monroe County Plan The Monroe County Comprehensive Development Plan is based upon the Data and Analysis found in volume 1 of the Plan. According to that Data and Analysis, there are different types of habitat found in the Keys. These include salt marsh, salt marsh and buttonwood association, mangrove community, tropical hardwood hammock, and beach berm complex. The most significant one here is beach berm complex; it includes: "bare, sandy shoreline with a mound or ridge of unconsolidated sand that is immediately landward of and usually parallel to the shoreline and beach. The sand is calcareous material that is the remains of marine organism such as corals, algae and mollusks. The berm may include forested costal ridges and may be colonized by hammock vegetation." Section 9.5-4(B-3), Monroe County Code [the land development regulations]. In the Data and Analysis, the County records that on Long Beach Key the most landward area of the berm is tropical hardwood hammock. The low hammocks are upland hardwood forest communities containing species such as blolly, buttonwoods, darling plums, spanish stopper and wild dilly, all of which are found on the vegitation survey of the lot done by a biologist for Mother Nature's Enterprises, Linda Pierce, as part of the Holzinger building permit application. See Section 9.5-4(L-10), Monroe County Code, which defines low hammocks. Low hammocks include berm hammock, and the beach berm association described in the County comprehensive plan includes berm hammocks (Tr. 184). B (2). The Land Use Maps and their Designations The existing conditions map which is part of the Monroe County comprehensive plan designates the area of the Holzingers' property as beach berm association. That map is drawn at the sale of one inch equals 2,000 feet. Similar aerial maps at a scale an order of magnitude smaller (one inch equals 200 feet) also show the land as beach berm with fringing mangroves. These aerial photographs have been overlaid with the Comprehensive Plan's habitat designations for use in the practical application of the land development regulations by County employees. Under the land use regulations found in the Monroe County Code, the County Commission is required to follow the existing conditions map it adopted, Section 9.5-227, Monroe County Code. Under the first paragraph of Section 9.5- 345 the environmental design criteria applicable to development of a parcel of land depend upon the habitat designated for the parcel on the existing conditions map (the map drawn at the larger scale of one inch equals 2,000 feet). Ground proofing of the habitat on the lot done by the Lower Keys' biologist, Diana Stephenson, and by the Department of Community Affairs planner/biologist, Kathleen Edgerton, show that the land is actually beach berm from the ocean to the mangroves, and there is a small area of disturbed saltmarsh landward from the mangroves to the county road which runs down the center of the key. I am not persuaded by the testimony of the biologist for the Holzingers, Mr. Smith, who believes that there is a separate tropical hardwood hammock habitat on the Holzingers' lot. A full habitat analysis would have been required if there were mixed habitats on the lot (Tr. 88, 96) and the Holzingers did not submit one to the County as part of their application. Because the County biologist found no separate low hardwood hammock habitat on the lot, she believed that no habitat evaluation index was required in processing the Holzinger application, and none was done independently by the County. Mr. Smith contended at final hearing that there are several distinct habitats on the single lot. Moving south from Long Beach Drive toward the ocean he first finds a disturbed saltmarsh of approximately 4,000 square feet; then a mangrove community of about 2,500 square feet; then a saltmarsh and buttonwood association of about 2,500 square feet; next a tropical hardwood hammock of moderate quality and finally, closest to the ocean, beach berm complex. This analysis, which designates a separate saltmarsh and buttonwood association waterward of the mangrove community, and then a separate tropical hardwood hammock waterward of the saltmarsh and buttonwood association, fails to give significant weight to the fact that low hammocks are typically found within beach berm complex. While Mr. Smith testified to the square footages for each of the five habitats, he only performed rough calculations for their size, he was not working with, nor did he perform an actual survey which would define the boundaries of the various habitats he believes are present. He readily acknowledged his preliminary habitat analysis was incomplete. Moreover, accepting for the sake of argument that there is a mixed habitat on the lot under the evidence adduced by the Holzingers, a complete habitat evaluation index should have been performed by the Holzingers as a necessary part of their application, since the County biologist did not do one in the belief there was no need for one. The essential problem with the view expressed by Mr. Smith that there are five habitats on this 100-foot lot is his contention that due to the very small changes in elevation through the Keys, one must identify different habitats recognized in the Monroe County comprehensive plan and land development regulations by assessing the predominance of different types of vegitation typical of a habitat. To Mr. Smith, if the vegitation is of a type normally found in a tropical hardwood hammock, and it predominates over the other vegitation, that area must be classified as a tropical hardwood hammock. At that level of generalization, the statement is no doubt true. Neither the land development regulations or the County's Comprehensive Plan require, or even permit, a microanalysis of the vegitation for the purpose of defining multiple habitats on a lot. Taking a broad view, such as that embodied in the existing conditions map, the predominate vegetative and soil conditions on the southern part of the island where Lot 17 is located are consistent with the categorization as beach berm association. The same is true using the aerial maps on which the different habitat designations from the land development regulations have been overlaid. What Mr. Smith has done is to look for small areas within the 100' x 230' parcel to identify areas where tropical hardwood species may be said to "predominate." The obvious purpose of Mr. Smith's division of the lot into small areas is to be able to characterize these uplands species as "predominating." This is essential to justify intensive use of the property. The comprehensive plan and the land development regulations do not permit any use of areas colonized by mangroves, which are wholly protected by a 100 percent open space requirement. This means that 100 percent of the area colonized by mangroves must be maintained in its natural condition and free and open to the sky, Section 9.5-343, Monroe County Code. Open space ratio for saltmarsh and buttonwood associations is .85 but for moderate quality low hammocks is only .60. Beach berm association is highly protected, with an open space requirement of 90 percent. Only 10 percent of the land area waterward of the mangrove habitat, therefore, can be covered with the footprint of the single-family residence and any associated driveway or other access way because it is beach berm complex. Accepting the mangrove line contained in the vegitation assessment submitted by the Holzingers in their application done by Mother Nature's Enterprises, and then using a "planimeter" to measure the area from the mangrove line to the mean high water line on the lot, there is 16,594 square feet of property. Given the 90 percent open space requirement, a very small area of 1,659 square feet may be covered with the footprint of the single-family home, including its porch, eaves, and driveway. The footprint of the house, its porch, and driveway shown on the site plan approved by the County, with the addition of a five-foot clearing zone around the footprint of the house [because it is essentially impossible to clear land only to the footprint of the completed building] reveals that the County's permits would allow the clearing of 2,880 square feet. Even without the five-foot construction zone around the house, porch and driveway, the County permits allow the clearing of 2,172 square feet. It is very difficult to understand how the Monroe County official in charge of the office which issues building permits could have determined that the development proposed by the Holzingers was permittable. That official did not testify. The County biologist for the Lower Keys who did testify, Ms. Stephenson, was adamant that the project was never permittable under the Monroe County land development regulations. The only explanation by which the permit conceivably could have been granted would be to do something the land development regulations do not permit: aggregate the square footage which the code makes available for development on the landward side of the mangroves, in the area of disturbed saltmarsh between the road and the mangroves, and add the usable square footage for that habitat area to the usable square footage on the waterward side of the mangroves, in the beach berm association. But the amount of each habitat which must remain as open space is determined for each habitat type. They cannot be aggregated across habitats, to give some total usable number of square feet, to be cleared anywhere on the property. That would ignore the significance of the separate habitat designations. The 1,659 square feet available for development in the beach berm association must be used only within that habitat, and square footage available for development within the disturbed salt marsh cannot be added to it. Fill Issues The site plan approved by the County permits fill to be used to construct a driveway on the property through the mangrove area and the beach berm area. This is simply an error on the part of the County, for no party disputes that fill is forbidden in these areas. The performance standards in the land development regulations do permit certain piers, docks, utility pilings and walkways over mangrove areas, but no fill is permitted. Section 9.5- 345(m)(1), Monroe County Code (Tr. 139). The Holzingers could receive a permit to build a raised bridge over the mangroves for access to the beach berm association portion of the lot, as has been done on a nearby lot to the west of the Holzingers' lot. They cannot, however, fill the mangroves to create the driveway shown on the site plan the County approved. The building permit the County granted which purports to allow fill in mangrove areas is inconsistent with the County's own land development regulations and cannot stand. The next question is whether there is some alternate means of access to the lot which can be used instead of that permitted. At the final hearing Mr. Smith stated that on a recent visit to the Holzingers' property, he found an old road on the east side of the property which is high land which could serve as a location for a driveway or accessway to the interior of the Holzingers' property. There is, however, actually no old road anywhere on Lot 17. There was an old road on Lot 16, and a bit of the spoil from that road may be found on Lot 17, but there simply never has been a road on the Holzingers' lot which they can use for a driveway. Fill will be required to locate any driveway, and that is inconsistent with the County land development regulations. The only thing the Holzingers can do to overcome this problem would be to build a bridge over the mangrove area and completely avoid the use of any fill. Summary of Findings The scarified or a disturbed saltmarsh area from the county road to the mangrove area is too small to be useful. The Holzingers do not plan to build in that area. Whatever portion of that area which is not required to be open space cannot be "banked" to allow additional clearing in the beach berm association on the waterward side of the mangroves. For all practical purposes, that disturbed saltmarsh area adds nothing to the buildable or clearable area on Lot 17. The mangrove area has a 100 percent open space requirement. Mangroves are a highly protective habitat, which contribute nothing to the buildable area on Lot 17. The remaining portion of the Lot 17 waterward from the mangrove area to the mean high water line is too small to permit the construction and erection of the house and driveway permitted by the development orders (building permits) issued by Monroe County. The buildable area in the beach berm association is no more than a total of 1,660 square feet for the house, its porch, the driveway. The County has issued a permit to use 2,880 square feet of that habitat (including an allowance for a construction zone), or at least 2,172 square feet, assuming the location of the house, porch, and an eight-foot wide driveway and no construction clearing around the footprint around the house/porch. This fails to meet the 90 percent open space requirement found in the Monroe County Code. The building permits issued by Monroe County to the Holzingers are therefore invalid. To obtain valid permits, the Holzingers must substantially reduce the footprint of the house, including an allowance for a construction clearing zone. A house that small may be undesirable, but it could be permitted. What the County has attempted to permit, however, is invalid under its own regulations.
Recommendation It is RECOMMENDED that development approval for the subject lot be denied, unless the applicant presents, and the County and the Department approve, a revised permit and site plan which demonstrates compliance with the mandatory open space requirements for the beach berm and mangrove habitats, and which eliminates the placement of fill in the beach berm complex and the mangrove wetlands on site. DONE AND ENTERED in Tallahassee, Leon County, Florida, this 9th day of July 1993. WILLIAM R. DORSEY, JR. 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 9th day of July 1993. APPENDIX The Findings of Fact proposed by the Department have been generally adopted, although the long quotation from Volume I and II of the County Comprehensive Plan are not essential or necessary. See proposed finding 10. The Respondents submitted no proposed Findings of Fact. COPIES FURNISHED: Stephanie M. Callahan Assistant General Counsel Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 Theodore W. Herzog, Esquire 209 Duval Street Key West, Florida 33040 Linda Loomis Shelley, Secretary Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 G. Steven Pfeiffer, General Counsel Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 David K. Coburn, Secretary Florida Land & Water Adjudicatory Commission Executive Office of the Governor 311 Carlton Building Tallahassee, Florida 32301
