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 Whether the Department of Management Services, Division of Retirement (“the Department”) should be equitably estopped from requiring Michael A. Fewless to return $541,780.03 of retirement benefits.
Findings Of Fact The following findings are based on witness testimony, exhibits, and information subject to official recognition. FRS and the Termination Requirement FRS is a qualified plan under section 401(a) of the Internal Revenue Code and has over 500,000 active pension plan members. The Department administers FRS so that it will maintain its status as a qualified pension plan under the Internal Revenue Code. Section 121.091(13), Florida Statutes (2018),1/ describes the benefits available to FRS members through the “Deferred Retirement Option Program (“DROP”): In general, and subject to this section, the Deferred Retirement Option Program, hereinafter referred to as DROP, is a program under which an eligible member of the Florida Retirement System may elect to participate, deferring receipt of retirement benefits while continuing employment with his or her Florida Retirement System employer. The deferred monthly benefits shall accrue in the Florida Retirement System on behalf of the member, plus interest compounded monthly, for the specified period of the DROP participation, as provided in paragraph (c). Upon termination of employment, the member shall receive the total DROP benefits and begin to receive the previously determined normal retirement benefits. Section 121.091 specifies that “[b]enefits may not be paid under this section unless the member has terminated employment as provided in s. 121.021(39)(a). ” Section 121.021(39)(a) generally provides that “termination” occurs when a member ceases all employment relationships with participating employers. However, “if a member is employed by any such employer within the next 6 calendar months, termination shall be deemed not to have occurred.” § 121.021(39)(a)2., Fla. Stat. Moreover, the employee and the re-employing FRS agency will be jointly and severally liable for reimbursing any retirement benefits paid to the employee. § 121.091(9)(c)3., Fla. Stat.2/ The termination requirement is essential to the FRS maintaining its status as a qualified plan under IRS regulations. As a qualified plan, taxes on FRS benefits are deferred.3/ The Department’s position is that after an entity becomes a participating employer, all new hires within covered categories are “compulsory members” of the FRS. If an entity has a local pension plan, then that entity must either close the plan before joining FRS or keep the plan open for members who exercise their right to remain in that plan. However, even if the entity chooses to keep the local plan open for current members, the local plan is closed to new members. The City of Fruitland Park, Florida (“Fruitland Park”), became an FRS employer on February 1, 2015. The mayor and commissioners of Fruitland Park passed a resolution on November 20, 2014, providing in pertinent part, that: It is hereby declared to be the policy and purpose of the City Commission of Fruitland Park, Florida that all of its General Employees and police officers, except those excluded by law, shall participate in the Florida Retirement System as authorized by Chapter 121, Florida Statutes. All General Employees and police officers shall be compulsory members of the Florida Retirement System as of the effective date of participation in the Florida Retirement System so stated therein. (emphasis added). The Department notified Fruitland Park during its enrollment into FRS that all new hires were compulsory members of FRS for covered groups. Facts Specific to the Instant Case After graduating from the Central Florida Police Academy in 1985, Mr. Fewless began working for the Orange County Sheriff’s Office (“OCSO”) as a deputy sheriff and patrolled what he describes as “the worst area of Orange County.”4/ After five years, Mr. Fewless transferred into the detective bureau in OCSO’s criminal investigations division. Mr. Fewless received a promotion to corporal two years later and returned to patrolling.5/ Mr. Fewless soon received a transfer to OCSO’s special investigation’s division and worked in the gang enforcement unit.6/ It was not long before he was promoted to sergeant and sent “back to the road.” After 10 months, OCSO asked Mr. Fewless to take over the gang enforcement unit where he was promoted to lieutenant and ultimately to captain.7/ During his tenure as a captain, Mr. Fewless was in charge of OCSO’s internal affairs unit for five or six years. Mr. Fewless concluded his nearly 30-year tenure with OCSO as the director of the Fusion Center and the Captain of the criminal intelligence section.8/ In sum, Mr. Fewless’s service with OCSO was exemplary, and he was never the subject of any disciplinary actions. Mr. Fewless entered the DROP program on June 1, 2011. As a result, he was scheduled to complete his DROP tenure and retire on May 31, 2016. On June 1, 2011, Mr. Fewless signed a standardized FRS document entitled “Notice of Election to Participate in the Deferred Retirement Option Program (DROP) and Resignation of Employment.” That document contained the following provisions: I elect to participate in the DROP in accordance with s. 121.091(13), Florida Statutes (F.S.), as indicated below, and resign my employment on the date I terminate from the DROP. I understand that the earliest date my participation in the DROP can begin is the first date I reach normal retirement date as determined by law and that my DROP participation cannot exceed a maximum of 60 months from the date I reach my normal retirement date, although I may elect to participate for less than 60 months. Participation in the DROP does not guarantee my employment for the DROP period. I understand that I must terminate all employment with FRS employers to receive a monthly retirement benefit and my DROP benefit under Chapter 121, F.S. Termination requirements for elected officers are different as specified in s. 121.091(13)(b)(4), F.S. I cannot add service, change options, change my type of retirement or elect the Investment Plan after my DROP begin date. I have read and understand the DROP Accrual and Distribution information provided with this form. Mr. Fewless realized by 2015 that he was not ready to leave law enforcement. However, he was scheduled to retire from OCSO by May 31, 2016. Mr. Fewless had several friends who left OCSO as captains and took police chief positions with municipalities in Florida. Therefore, in anticipation of a lengthy job search, he began looking for such a position in approximately March of 2015. Mr. Fewless applied to become Fruitland Park’s police chief on March 26, 2015, and was offered the job in June of 2015 by Fruitland Park’s city manager, Gary LaVenia. Mr. Fewless learned from Mr. LaVenia that Fruitland Park had joined FRS and told him that he could not work within the FRS system. Mr. LaVenia then erroneously told Mr. Fewless that he would not be violating any FRS conditions (and thus forfeiting his DROP payout) because Fruitland Park had a separate city pension plan into which Mr. Fewless could be enrolled. As noted above, Fruitland Park had passed a resolution mandating that “[a]ll General Employees and police officers shall be compulsory members of the Florida Retirement System as of the effective date of participation in the Florida Retirement System. ” While Mr. Fewless was pleased with what Mr. LaVenia told him, he called an FRS hotline on July 9, 2015, in order to verify that he would not be endangering his retirement benefits by accepting the police chief position with Fruitland Park. Mr. Fewless’s question was routed to David Kent, and Mr. Fewless described how he was going to work for Fruitland Park and that Fruitland Park was an FRS employer. Mr. Kent told Mr. Fewless that he could go to work for Fruitland Park immediately without violating any FRS requirements so long as he was not enrolled into the FRS system. Instead of being an FRS enrollee, Mr. Kent stated that Mr. Fewless could enroll into Fruitland Park’s pension plan or enter a third-party contract.9/ Mr. Fewless assumed that Mr. Kent was an FRS expert and remembers that Mr. Kent sounded very confident in the information he relayed over the telephone. On July 14, 2015, Mr. Fewless filled out and signed a form entitled “Florida Retirement Systems Pension Plan Deferred Retirement Option Program (DROP) Termination Notification.” The form indicates that Mr. Fewless would be ending his employment with OCSO on August 1, 2015. In addition, the form notified Mr. Fewless of the requirements associated with receiving his accumulated DROP and monthly benefits: According to our records, your DROP termination date is 08/01/2015. You must terminate all Florida Retirement System (FRS) employment to receive your accumulated DROP benefits and begin your monthly retirement benefits. You and your employer’s authorized representative must complete this form certifying your DROP employment termination. Termination Requirement: In order to satisfy your employment termination requirement, you must terminate all employment relationships with all participating FRS employers for the first 6 calendar months after your DROP termination date. Termination requirement means you cannot remain employed or become employed with any FRS covered employer in a position covered or noncovered by retirement for the first 6 calendar months following your DROP termination date. This includes but is not limited to: part-time work, temporary work, other personal services (OPS), substitute teaching, adjunct professor or non-Division approved contractual services. Reemployment Limitation: You may return to work for a participating FRS employer during the 7th – 12th calendar months following your DROP termination date, but your monthly retirement benefit will be suspended for those months you are employed. There are no reemployment limitations after the 12th calendar month following your DROP termination date. If you fail to meet the termination requirement, you will void (cancel) your retirement and DROP participation and you must repay all retirement benefits received (including accumulated DROP benefits). If you void your retirement, your employer will be responsible for making retroactive retirement contributions and you will be awarded service credit for the period during which you were in DROP through your new employment termination date. You must apply to establish a future retirement date. Your eligibility for DROP participation will be determined by your future retirement date and you may lose your eligibility to participate in DROP.[10/] (emphasis in original). Mr. Fewless’s Reliance on the Representations Made to Him Mr. Fewless placed complete trust in the representations made during his July 9, 2015, phone call to the FRS hotline and during his discussions with Fruitland Park’s city manager. When he left OCSO and accepted the police chief position with Fruitland Park, Mr. Fewless took a $33,000.00 annual pay cut and stood to receive $70,000.00 less from his DROP payout. It is highly unlikely he would have accepted those circumstances if he did not have a good faith basis for believing he was utilizing an exception to the termination requirement. In the months preceding his departure from OCSO, Mr. Fewless’s wife was being treated for a brain tumor. Following her surgery in May of 2015 and subsequent radiation treatment, Ms. Fewless returned to work for a month or two. However, given that the retirement checks Mr. Fewless had begun to receive were roughly equivalent to what Ms. Fewless had been earning, she decided to retire in order to spend more time with their grandchildren. During this timeframe, Mr. and Ms. Fewless decided to build their “dream home,” and Ms. Fewless designed it. They used a $318,000.00 lump sum payment from FRS to significantly lower their monthly house payment. Those actions would not have been taken if Mr. Fewless had suspected that there was any uncertainty pertaining to his retirement benefits. The Department Discovers the Termination Violation In November of 2017, the Department’s Office of the Inspector General conducted an audit to assess Fruitland Park’s compliance with FRS requirements. This audit was conducted in the regular course of the Department’s business and was not initiated because of any suspicion of noncompliance. The resulting audit report contained the following findings: (a) Fruitland Park had failed to report part-time employees since joining FRS; (b) Fruitland Park had failed to report Mr. Fewless as an employee covered by FRS; (c) Mr. Fewless’s employment with Fruitland Park amounted to a violation of FRS’s reemployment provisions; and (d) Fruitland Park failed to correctly report retirees filling regularly established positions. Because he had failed to satisfy the termination requirement, the Department notified Mr. Fewless via a letter issued on August 15, 2018, that: (a) his DROP retirement had been voided; (b) his membership in FRS would be retroactively reestablished11/; and (c) he was required to repay $541,780.03 of benefits. Mr. Fewless’s Reaction to Learning That He Had Violated the Termination Requirement Mr. Fewless learned on June 25, 2018, of the Department’s determination that he was in violation of the termination requirement. He responded on July 5, 2018, by writing the following letter to the Department: On the evening of, June 25, 2018, I was notified by Mr. Gary LaVenia, the City Manager for Fruitland Park, that he was contacted by members of the State of Florida’s DMS Inspector General’s office regarding a problem with my current retirement plan. No additional information was shared during this initial telephone conversation and we scheduled a meeting for the following day. On June 26, 2018, I met with Mr. Gary LaVenia, Ms. Diane Kolcan, Human Resource Director and Ms. Jeannine Racine, the Finance Director regarding this matter. I was advised that members of the Department of the Florida Retirement System told them that I was in violation of receiving my current retirement benefits because I failed to take a six month break between my retirement with the Orange County Sheriff’s Office and joining the City of Fruitland Park. I explained to them that there must be some mistake because I am not currently enrolled in the Florida Retirement System through the City of Fruitland Park. The City enrolled me in their “City” pension plan. Mr. LaVenia agreed with me and we closed the meeting with me advising them I would do some additional research on the matter. * * * I then reached out to Mr. Chris Carmody, an attorney with the Gray/Robinson Firm, whom I worked with on legislative issues in the past. . . . I explained to him that according to the Inspector General’s report, I needed to have a six month separation between the Orange County Sheriff’s Office and the City of Fruitland Park, because both agencies participated in the Florida Retirement System. Mr. Carmody still did not feel that was a violation because I was not enrolled in the FRS Plan with the City of Fruitland Park, but rather their independent City pension plan. I felt the same way; however he wanted to continue to research the issue. A few hours later I received a telephone call from Mr. Carmody indicating the problem appears to be that the “City” participates in the FRS Pension Plan and even though I do not, I would be prohibited from working there for the six month period. After hearing this news, I immediately contacted Ms. Amy Mercer, the Executive Director of the Florida Police Chief’s Association. I explained the dilemma to her and just like the previously mentioned individuals she said “so what did you do wrong, that sounds ok to me. ” Ms. Mercer said she would reach out to the two attorneys that support the Florida Police Chief’s Association to get their opinion of the situation. The following morning, Ms. Mercer advised me that according to Attorney Leonard Dietzen my actions were in violation of the Florida Retirement Pension Plan Rules. Mr. Dietzen explained to her that I needed a six month separation from my employment with the Florida Retirement System and the City of Fruitland Park, because the City participated in the FRS Pension plan. Therefore, based on the above information [and] the realization that an innocent mistake had been made, please let me explain my actions: * * * In either June or July of 2015, I officially interviewed for the position of Police Chief for the City of Fruitland Park. . . . Approximately one week after the interviews, I was offered the position of Police Chief for the City of Fruitland Park. In July of 2015, I contacted the official FRS Hotline regarding my potential decision to join the Fruitland Park Police Department. I informed them that I was currently employed with the Orange County Sheriff’s Office and enrolled in DROP. I advised them that I was considering accepting the position of police chief with the City of Fruitland Park; however I wanted to confirm with them that I would have no issues with my retirement. I explained that the City of Fruitland Park was currently an FRS department; however they also had a separate “City” pension plan which I was going to be placed in. I wanted to confirm that this would not negatively impact my retirement benefits. I was advised that as long as I was enrolled in the “City” pension plan, I would be fine. The FRS employee also added that he heard other “new chiefs” were doing an “independent contract” with the City for a one year period, but he assured me either way would be fine. I concluded my telephone conversation and proceeded forward. I then began the employee benefits negotiations process with Mr. LaVenia. At the time of the negotiations, I realized I would be receiving my Florida Retirement check on a monthly basis and my wife was also employed as the vice-president of the Orlando Union Rescue Mission in Orlando, Florida. Therefore money was not my primary concern for this position and I surrendered my much larger salary with the Orange County Sheriff’s Office to become the Chief of Police for Fruitland Park for $70,000 per year. I officially accepted the position with the City of Fruitland Park, and informed Mr. LaVenia that I could not participate in the Florida Retirement System; however according to the FRS Hotline employee I could be placed in the city pension plan or sign a contract for a one year period. Mr. LaVenia recommended that I be placed in the city pension plan and had the appropriate paperwork completed. * * * It is important to recognize that I felt I took all the necessary steps to act within the guidelines of the Florida Retirement System. After all, I had worked for over thirty years with the Orange County Sheriff’s Office with an impeccable record and with the intent of securing a retirement package that would protect my wife and family for life. In conclusion, I feel I have been let down by the system in two very key areas regarding this matter: In July 2015, not only was I preparing for retirement and a new job; but my wife was experiencing serious medical issues that required surgery and radiation treatments for months at Shands Hospital. Although my mind was focused on her condition, I still felt it was extremely important to contact the FRS Hotline regarding my potential new position. My desire was to make sure I did not do anything that would jeopardize the retirement plan I worked for my entire career. The advice I was given by the FRS Hotline employee/professional apparently was terrible. Not only did he indicate I could go under the “City” pension plan, he further recommended that other chiefs have decided to do a “contract” with the city for a one year period to account for the separation from the FRS system. Clearly had this employee indicated by any means that the position with Fruitland Park would or possibly could jeopardize my retirement, I would have run away from this opportunity . . . * * * In July and August of 2015, while I was completing the hiring process with the City of Fruitland Park, management and/or staff should have cautioned me about the potential risk to my Florida Retirement Pension if I proceeded with the process. * * * Clearly, whoever made the decision to proceed with processing me was unaware of two things. (1) I would be violating the six month separation rule if I stopped my employment with the Orange County Sheriff’s Office on August 1, 2015 and began employment with Fruitland Park one day later on August 2, 2015. (2) The only pension plan available to new employees with the City of Fruitland Park had to be the Florida Retirement System. * * * I now understand from going through this procedure that there [was] an unintended error in how I officially retired from the Orange County Sheriff’s Office and began my employment with the Fruitland Park Police Department. It is important to mention that Sheriff Kevin Beary and Sheriff Jerry Demings chose me to command their Professional Standards Division on two separate occasions because they knew I was a man of integrity and would always “do the right thing.” I had no intent to skirt the system and/or do anything unethical. I can assure you nobody raised a red flag over this position prior to this incident; and I would have immediately stopped my efforts had I been aware of this rule. Mr. Fewless’s Current Situation While working as Fruitland Park’s police chief, Mr. Fewless’s salary and retirement benefits totaled $12,000.00 a month. In order to avoid accumulating more penalties, Mr. Fewless retired from his police chief position with Fruitland Park on August 31, 2018. Mr. Fewless has not received any FRS benefits since September 1, 2018. There was a three-month period when he was receiving no money. Mr. Fewless has been employed by the Groveland Police Department since March 4, 2019. Mr. Fewless describes his current financial situation as “dire” and says he and his wife are “wiped out.” They may need to sell their “dream house,” and they borrowed $30,000.00 from their daughter in order to litigate the instant case. In addition, the contractor who built the Fewless’s dream home failed to pay subcontractors for $93,000.00 of work. While the Department notes that Mr. Fewless stands to receive a higher monthly benefit, he disputes that he is somehow in a better position: No, I am not in a better position. The $542,000 that will be taken away from me because of what clearly could have been handled with one phone call from a representative of FRS – the difference in pay between my former retirement salary and my new retirement salary based on the recalculations will go from $6,000 to $7,000 a month. That means in order for me to recoup the $542,000 that the state was referring to, I would have to work 542 months. I don’t think I’ll live that much longer, No. 1. And No. 2, that doesn’t take into consideration interest and everything else that was part of that, if that makes sense. Mr. Fewless has filed a lawsuit against Fruitland Park. Ultimate Findings of Fact12/ Mr. Fewless’s testimony about his July 9, 2015, phone call to the FRS hotline is more credible than Mr. Kent’s. Mr. Fewless’s descriptions of that phone call are very consistent, and the Department has not directed the undersigned to any instances in which an account of that phone call by Mr. Fewless differed from his testimony or his July 5, 2018, letter to the Department.13/ This finding is also based on Mr. Fewless’s demeanor during the final hearing. Moreover, Mr. Fewless was not attempting to “game the system.” Given Mr. Fewless’s exceptional record of public service, it is very unlikely that he would knowingly and intentionally attempt to engage in “double dipping” by violating the termination requirement. It is equally unlikely that Mr. Kent can accurately remember what he told Mr. Fewless during a single phone call on July 9, 2015. Rather than questioning Mr. Kent’s veracity, the undersigned is simply questioning his ability to recall the content of a single phone call that appears to have been unremarkable.14/ It is also difficult to believe that Mr. Fewless would accept the police chief position with Fruitland Park and build an expensive “dream house” after being told by Mr. Kent that he would be violating the termination requirement.15/ Mr. Fewless’s reliance on Mr. Kent’s statement was entirely reasonable given that the arrangement described by Mr. LaVenia sounded like an imminently plausible exception to the termination requirement. Mr. Fewless’s subsequent actions in reliance of that statement were extremely detrimental to himself and his family. Finally, the circumstances of the instant case are analogous to other cases in which appellate courts have held that the enhanced requirements for estopping the government had been satisfied. In other words, Mr. Kent’s misrepresentation amounted to more than mere negligence, the Department’s proposed action would result in a serious injustice, and the public interest would not be unduly harmed by Mr. Fewless retaining the retirement benefits he earned through his public service with OCSO.
Conclusions For Petitioner: Ryan Joshua Andrews, Esquire Brian O. Finnerty, Esquire Johana E. Nieves, Esquire The Law Offices of Steven R. Andrews, P.A. 822 North Monroe Street Tallahassee, Florida 32303 For Respondent: Thomas E. Wright, Esquire Sean W. Gillis, Esquire Office of the General Counsel Department of Management Services Suite 160 4050 Esplanade Way Tallahassee, Florida 32399
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Management Services, Division of Retirement, enter a final order rescinding its proposed action that Michael A. Fewless’s FRS DROP retirement be voided and that he be required to repay all retirement benefits as provided in Florida Administrative Code Rule 60S- 4.012. DONE AND ENTERED this 18th day of July, 2019, in Tallahassee, Leon County, Florida. S G. W. CHISENHALL 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 18th day of July, 2019.
The Issue Whether Petitioner Deborah Barrington, the surviving spouse of Ronald Mitchell Barrington, is entitled to a monthly benefit from Mr. Barrington’s Florida Retirement System (FRS) pension plan.
Findings Of Fact Respondent is the state agency charged under chapter 121, Florida Statutes, with administering the FRS. In 1986, Mr. Barrington began employment with the Department of Revenue (DOR). Mr. Barrington was a member of the FRS pension plan based on his employment with DOR. Ms. Barrington was the spouse of Mr. Barrington. Ms. Barrington testified that she was married to Mr. Barrington for 43 years. On June 6, 2007, Mr. Barrington contacted Respondent, via email, to inquire as to when he could enter the Deferred Retirement Option Program (DROP) administered by Respondent. Respondent requested some additional information from Mr. Barrington, which he provided, including the identity of his spouse, Ms. Barrington. Respondent received, on January 11, 2011, a form entitled “Florida Retirement System Pension Plan, Notice of Election to Participate in the Deferred Retirement Option Program (DROP) and Resignation of Employment,” from Mr. Barrington. This form shows that Mr. Barrington intended to enter the DROP program on April 1, 2011, and that his termination and resignation date would be March 31, 2016. Mr. Barrington also completed a “Florida Retirement System Pension Plan, Application for Service Retirement and the Deferred Retirement Option Program (DROP)” form, which Respondent also received on January 11, 2011. This form, similar to the form described in paragraph 5 above, listed Mr. Barrington’s intended dates to enter the DROP program, and his intended termination and resignation dates, but also listed Ms. Barrington as his primary beneficiary. Respondent also received Form FRS-11o, entitled “Florida Retirement System Pension Plan Option Selection for FRS Members” (Option Selection Form), on January 14, 2011 (according to the facsimile header on this form). The Option Selection Form required Mr. Barrington to select one of four retirement benefit payment options. The Option Selection Form provided an explanation for each of the four options. The Option Selection Form reflects that Mr. Barrington initially selected to receive an Option 3 retirement benefit by checking the line next to the Option 3 benefit payment option. However, the Option Selection Form also reflects that Mr. Barrington struck through the checkmark next to the Option 3 benefit payment option, wrote his initials “RB,” and then checked the line next to the Option 1 benefit payment option, indicating he selected to receive the Option 1 retirement benefit. A significant difference exists between Options 1 and 3: Option 3 provides for a “reduced monthly benefit” during the member’s lifetime, and after death, the member’s joint annuitant would receive a lifetime monthly benefit in that same amount; while under Option 1, the member would receive the maximum benefit for the member’s life, with no continuing benefit to a joint annuitant after the member’s death. The Option Selection Form reflects that Deborah Holley notarized the signature of Mr. Barrington. Along with the Option Selection Form, Respondent received a form entitled “Florida Retirement System Pension Plan Spousal Acknowledgement Form,” (Spousal Acknowledgment Form) on January 14, 2011 (according to the facsimile header on this form). The Spousal Acknowledgment Form provides that if the member is married and has selected Option 1 or 2 on the Option Selection Form, the member’s spouse must complete “Box 2” on the Spousal Acknowledgment Form. The Spousal Acknowledgment Form reflects that Ms. Barrington completed “Box 2,” but in the portion that states that she “acknowledge[s] that the member has selected Option 1 or 2[,]” the Spousal Acknowledgment Form reflects that “1 or 2” is stricken through, and instead, the number “3” is hand written nearby. The Spousal Acknowledgment Form further reflects the signature of Ms. Barrington, dated September 10, 2010, and that Deborah Holley notarized the signatures of both Mr. and Ms. Barrington. Respondent introduced into evidence Ms. Holley’s public commission as a notary in the State of Florida, indicating that Ms. Holley was a duly licensed notary, and which was effective when Mr. and Ms. Barrington executed the Spousal Acknowledgment Form. On February 1, 2011, Respondent mailed Mr. Barrington an “Acknowledgment of DROP Application,” acknowledging: (a) receipt of Mr. Barrington’s Application for Service Retirement and the Deferred Retirement Option Program (DROP); (b) his selection of Option 1 as the benefit payment option; and (c) his DROP begin date of April 1, 2011, and this DROP end date of March 31, 2016. The Acknowledgment of DROP application expressly states, in bold, all-caps letters, the following: AFTER YOUR FIRST MONTH OF DROP PARTICIPATION (OR 30 DAYS FROM THE DATE OF THIS LETTER IS MAILED, IF LATER) RETIREMENT IS FINAL. YOU CANNOT ADD SERVICE, CHANGE OPTIONS, CHANGE YOUR DROP BEGIN DATE, CHANGE YOUR TYPE OF RETIREMENT OR ELECT THE INVESTMENT PLAN. On May 10, 2011, Respondent mailed Mr. Barrington a “Final Notice of DROP Benefit,” which included his final benefit accrual calculation based on Option 1. Respondent received (according to the facsimile header on this form) on December 14, 2015, a “Florida Retirement System Pension Plan Deferred Retirement Option Program (DROP) Termination Notification,” from Mr. Barrington, which reflected that he would terminate his employment with an FRS employer on March 31, 2016. On January 11, 2017, Mr. Barrington passed away. On February 23, 2017, Respondent sent a survivor letter to Ms. Barrington informing her that “[t]he option selected by the member does not provide a continuing benefit beyond the month of death.” After Ms. Barrington contacted Respondent to inquire about receiving a monthly benefit, Respondent sent Ms. Barrington a letter, dated November 30, 2020, which constituted final agency action, and which informed Ms. Barrington that Respondent paid Mr. Barrington’s retirement benefits according to his retirement option selection—Option 1—and that denied Ms. Barrington’s request to receive a monthly benefit. Testimony of Ms. Barrington and Mr. Halley Ms. Barrington testified that she never signed the Spousal Acknowledgment Form, that Mr. Barrington mistakenly selected Option 1 on the Option Selection Form, and that Ms. Holley failed to properly notarize these documents. Ms. Barrington further testified that Mr. Barrington was ill and, according to her, must have been confused when he selected Option 1. Ms. Barrington testified that she was not with Mr. Barrington when he completed the Option Selection Form. Ms. Barrington did not present any medical or other evidence to establish that Mr. Barrington lacked mental capacity at the time he executed the Option Selection Form or the Spousal Acknowledgment Form. Ms. Barrington did not present any additional evidence, other than her own testimony, to establish that Ms. Holley failed to properly notarize the Option Selection Form or the Spousal Acknowledgment Form. Mr. Halley testified that when Respondent receives the forms for processing a FRS member’s application to enter the DROP program, it reviews the forms “to make sure they are not blank or any information that is necessary is not omitted[,]” and “for any irregularities on the forms and things of that nature[.]” He testified that at any given time, there are more than one million members in FRS. He testified that it is an “impossibility” for Respondent to reach out to each FRS member to confirm that their signature is authentic, or to call and confirm with each FRS member that they intended the particular option that they selected. Based on the persuasive and credible evidence adduced at the final hearing, Ms. Barrington failed to establish that Mr. Barrington lacked the mental capacity to select a retirement option at the time he completed the Option Selection Form. Based on the persuasive and credible evidence adduced at the final hearing, Ms. Barrington failed to establish that Ms. Holley improperly notarized the Option Section Form or the Spousal Acknowledgment Form.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, the undersigned hereby RECOMMENDS that Respondent, Department of Management Services, Division of Retirement, enter a final order denying Petitioner’s request for a continuing monthly benefit from Mr. Barrington’s FRS pension plan. DONE AND ENTERED this 3rd day of June, 2021, in Tallahassee, Leon County, Florida. COPIES FURNISHED: S ROBERT J. TELFER III Administrative Law Judge 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 3rd day of June, 2021. Deborah Barrington 44 Parkside Circle Crawfordville, Florida 32327-7413 William Chorba, General Counsel Office of the General Counsel Department of Management Services Suite 160 4050 Esplanade Way Tallahassee, Florida 32399-0950 Gayla Grant, Esquire Department of Management Services Suite 160 4050 Esplanade Way Tallahassee, Florida 32399 David DiSalvo, Director Division of Retirement Department of Management Services Post Office Box 9000 Tallahassee, Florida 32315-9000
Findings Of Fact South Palm Beach Utilities Corporation is a private provider of water and sewer services in Palm Beach County, Florida. It is presently operating within a specified service area according to a certificate issued by the Public Service Commission. The utility is seeking to expand its service area north of the present boundaries, and has filed various notices of its intention with the Public Service Commission. As to some of these notices, no protests were filed, and the utility has commenced preliminary engineering planning activities to provide water and sewer lines to those areas. Palm Beach County has filed timely protests with respect to four off the parcels to which the utility is proposing to extend its certified service area. These four properties have been called the "Atlantic," "Mitchell," "Snow," and "Benson" properties. In its notices, the utility described the "Atlantic" property as follows: Tracts 49 thru 56 inclusive; 73 thru 88 inclusive and 105 thru 120 inclusive, in Section 21; and Tracts 9 thru 24 inclusive; 41 thru 56 inclusive; 73 thru 88 inclusive; and 105 thru 120 inclusive, in Section 28, all as shown on Palm Beach Farms Company Plat No. 1, as recorded in Plat Book 2, Pages 26, 27 & 28, Public Records of Palm Beach County, Florida, together with the West Half of the East Half of Section 21 and the West Half of the East Half of Section 28, all in Township 46 South, Range 42 East, Palm Beach County, Florida. EXCEPTING therefrom the dedicated public right of ways of record, as shown on the said Palm Beach Farms Company Plat No. 1, and the Plat of Delray Roads (containing 10.9500 acres) and the following Lake Worth Drainage District right of ways: LWDD Canal L-34: Beginning at a point where the Southerly line of a public right of way, 120.0 feet wide known as Del Ray West Road (State Road 806) intersects the North & South Quarter Line of Section 21, Township 46 South, Range 42 East, Palm Beach County, Florida, said point being S 1 degree 54' 34" E, 34.13 feet from the North Quarter Corner of said Section 21; run thence along said Quarter Section Line S 1 degree 54' 34" E, 90.02 feet; thence N 89 degrees 18' 11" E, 1342.63 feet to the East line of the West Half of the East Half of said Section 21; thence along said East Line N 2 degrees 06' 02" W, 90.03 feet to the South Line of said Del Ray West Road; thence along said South Line S 89 degrees 18' 11" W, 1342.33 feet to the Point of Beginning, Containing 2.7737 acres; LWDD Canal L-35: The South 10.0 feet of the West Half of the Northeast Quarter; the North 80.0 feet of the West Half of the Southeast Quarter; the South 15.0 feet of the Northwest Quarter (less the West 55.0 feet); and the North 75.0 feet of the Southwest Quarter (less the West 55.0 feet), in Section 21, Township 46 South Range 42 East, Palm Beach County, Florida, Contain- ing 8.2207 acres; LWDD Canal L-36: The South 15.0 feet of the West Three-Quarters of Section 21 (Less the West 55.0 feet); and the North 75.0 feet of the West Three-Quarters of Section 28 (less the West 40.0 feet); all in Town- ship 46 South, Range 42 East, Palm Beach County, Florida, Containing 8.2672 acres; LWDD Canal L-37: The South 40.0 feet of the North Half of the West Three-Quarters; and the North 50.0 feet of the South Half of the West Three-Quarters of Section 28, Township 46 South, Range 42 East, Palm Beach County, Florida, (Less the West 40.0 feet Thereof), Containing 8.1733 acres; LWDD Canal L-38: The South 105.0 feet of the West Three-Quarters of Section 28, Township 46 South, Range 42 East, Palm Beach County, Florida (less the West 40.0 feet thereof), containing 9.6120 acres; and LWDD Canal E-3: The West 55.0 feet of the South Half, and the West 55.0 feet of the South 664.91 feet of the North Half of Section 21; and the West 40.0 feet of Section 28, all in Township 46 South, Range 42 East, Palm Beach County, Florida, con- taining 9.2135 acres. Containing a net acreage of 816.1290 acres. The utility described the "Mitchell" property as follows: All of Tracts 65 to 128 inclusive, Section 29, Township 46, South, Range 42 East, (less 30.59 acres sold to Florida State Turnpike Authority and more particularly described in Deed Book 1104, Page 577), The Palm Beach Farms Co. Plat No. 1, according to the Plat thereof on file in the Office of the Clerk of the Circuit Court in and for Palm Beach County, Florida, recorded in Plat Book 2, Pages 26 to 28. The "Snow" Property is described as follows: The North half of Sections 31 & 32, Town- ship 46 South, Range 42 East, Palm Beach County, Florida, and also known as Tracts 1 through 60, Block 71 and Tracts 1 through 64 of Block 70, Palm Beach Farms Company, Plat No. 3, as recorded in Plat Book 2, Page 52, Palm Beach County, Florida. At the hearing, the utility amended its notice with respect to the "Snow" property to withdraw its intention to provide service to the north half of Section 32, or that property east of Lyons Road. As to the property west of Lyons Road, being the north half of Section 31, the utility maintains its intention. The "Benson" property has been described by the utility as follows: Tracts 65 through 70, 91 through 102, and 123 through 128, Block 70, Palm Beach Farms Company, Plat No. 3, Plat Book No. 2, as recorded on Page 52 wholly within the South Half of Section 31, Township 46 South, Range 42 East, Palm Beach County, Florida. [This finding is determined from a stipulation of the parties as stated on the record at the final hearing, and from Exhibit 1.] The South Palm Beach Utilities Corporation is a fit provider of water and sewer service. No issue has been raised with respect to the quality of the service provided by the utility, and it is under no citations from any government agency. The utility has the financial integrity and engineering capability to provide service to the four properties involved in this proceeding. With respect to each of the four properties, the utility has provided the notices required by statute. Extension of the utility's service area to include the four properties would not result in a duplication of any existing facilities. No other utility is providing service to the area. In its long-range plans, the County envisions providing service to the area, but it does not provide service now, and would not be in a position to provide service for at least three to five years. The owners of the four proporties have proposed developments which would require provision of water and sewer service. [This finding has been determined from stipulations stated by the parties on the record at the final hearing.] In accordance with the "Local Government Comprehensive Planning Act of 1975" (Florida Statutes Section 163.3161, et seq.), Palm Beach County has promulgated a comprehensive plan which includes a "sewer, potable water, drainage and solid waste element" and a "land use plan element." The land use element of the comprehensive plan provides that the areas where South Palm Beach Utilities Corporation is seeking to expand its territory will be set aside for low density development. The County contends that expansion by the utility into these areas would allow for a level of development which is not in harmony with the land use element of the comprehensive plan. The evidence does not support this contention. No specific evidence was presented as to development densities proposed by developers, and it does not appear that allowing the utility to expand its service area would as a factual or legal matter allow for development of any kind. [This finding is determined from the testimony of the witnesses Garbrick and King, and from Exhibits 3, 4 and 5.] Extension of the South Palm Beach Utilities Corporation service area into the four properties at issue would conflict with the "sewer, potable water, drainage and solid waste element" of the County's comprehensive plan. Under this element of the comprehensive plan, which is in harmony with an overall management plan to treat wastewater pollutants that the County has developed in accordance with Federal funding requirements ("201 Plan"), the County envisions that it would provide sewer service to the "Atlantic" and "Mitchell" properties through a central wastewater treatment facility. Plans for providing such service have been made on a long-range basis, and the County is in the process of refining the plans so that it can obtain Federal funding. Removal of the "Atlantic" and "Mitchell" tracts from the area that the County proposes to serve through the central facility would not be in accordance with the "201 Plan." Removal of the properties would reduce the service area of that central facility, and could affect the size of the central facility, and funding. Removal of the properties would furthermore be contrary to the plans because of the introduction of a wastewater treatment facility other than the central facility. Both the "sewer, potable water, drainage and solid waste element" of the County's comprehensive plan and the "201 Plan" are long range. The County is not presently prepared to offer service to the properties at issue, and will not be prepared to do so for some time. This finding is determined from the testimony of witnesses Garbrick and King, the stipulation of the parties stated on the record at the final hearing, and Exhibits 2, 3 and 5.] While the evidence establishes that extension of the South Palm Beach Utilities Corporation's service area would on its face conflict with the County's comprehensive plan, the evidence does not establish that the conflict would adversely affect the plan. The evidence does not reveal that provision of services by facilities other than the County's central system would render the central system less feasible. While it was speculated that the central system might need to be reduced in size as a result, and that the rate base for it would be lessened in an unspecified amount, no competent evidence to these effects has been presented. [This finding is determined from the record as a whole.]
Findings Of Fact Petitioner, EVELYN S. WRIGHT, as an employee of Metropolitan Dade County and a member of the State and County Officers and Employees Retirement System, elected to transfer into the Florida Retirement System (FRS) effective December 1, 1970. (Exhibit 3) On April 10, 1972, Petitioner terminated her employment with Metropolitan Dade County and applied for FRS disability retirement benefits pursuant to Section 121.091(4), Florida Statutes, on May 22, 1972. (Exhibit 2) Petitioner's application for FRS disability retirement benefits was initially denied by the Administrator of the Florida Retirement System on August 21, 1972. (Exhibit 4) On January 6, 1975, Petitioner inquired of the Supervisor of the Respondent's Disability Determination Unit, Mr. David Ragsdale, as to the possibility of withdrawing the accumulated contributions in her retirement account. At this time, Petitioner, was advised by Mr. Ragsdale that a withdrawal of contributions would cancel her membership rights in the Florida Retirement System. (TR - p.9) Respondent forwarded to Petitioner, by letter dated January 7, 1975, the appropriate form for making application for a refund of accumulated retirement contributions. The transmittal letter specifically advised the Petitioner that, "Should you complete and return the enclosed card, M81, you would have no further rights or service credit with the Division of Retirement." (Exhibit 5) On January 14, 1975, Petitioner executed, and her employer verified, an application for refund of accumulated retirement contributions. The application form clearly stipulated: "I hereby make application for refund of my accumulated contributions in the Florida Retirement System. I do hereby waive for myself, my heirs and assignees all rights, title and interest in the Florida Retirement System." (Exhibit 6) Petitioner's application for refund of contributions was received by the Respondent on January 17, 1975. Respondent refunded to Petitioner her accumulated contributions in the amount of $3,056.02 by Voucher No. 237738, Warrant No. 0309435, dated January 28, 1975. (Exhibit 6) The attorney for Petitioner, John H. Abramson, was advised by the undersigned hearing officer by telephone that Leave to Take Deposition was granted. By letter from the said attorney the Division was notified that Petitioner's file was being closed.
The Issue Whether the purported selection of Option 2 for payment of Florida Retirement System disability retirement benefits to Lon Emory Sweely, now deceased, and his beneficiary, the Petitioner, Richard A. Castillo, Jr., was valid and effective.
Findings Of Fact On or about June 20, 1990, Lon Emory Sweely executed a Division of Retirement Form FR-13 Florida Retirement System Application for Disability Retirement. The application indicated that Sweely's disability resulted from AIDS-related conditions. It selected Option 1, which the application designates as the "Maximum Benefit" and describes as follows: Full benefits payable to the member for his lifetime. If death occurs before the total benefits paid to member equals the contributions made, the difference, if any, is refunded to beneficiary in a lump sum payment. In so doing, Sweely rejected Option 2, which the application designates as "Ten Years Certain," and describes: Lifetime benefit to member, but not less than 120 monthly payments to someone. A decreased retirement benefit payable to a member during his lifetime, and in the event of his death with a period of ten (10) years after his retirement, the same monthly amount shall be payable for the balance of such ten (10) year period to his beneficiary, or in case the beneficiary is deceased, in accordance with Section 121.091(3), Florida Statutes, as though no beneficiary has been named. The application, also designated the Petitioner, Richard A. Castillo, Jr., as Sweely's sole beneficiary. (Sweely previously had designated the Petitioner as his beneficiary, with the Petitioner's mother as the first contingent beneficiary, on a Division of Retirement Personal History Record Form FRS-M10 (Revised 3/89) executed by Sweely on January 25, 1990.) At the time of Sweely's application for disability retirement, Sweely knew that he had full-blown AIDS and that his life expectancy would have to be estimated at approximately two years or less. There also is evidence that Eulah Lee McWilliams, the principal at the elementary school where Sweely taught, counseled Sweely on his options and advised Sweely to select the "Ten Years Certain" option. It is clear that Sweely wanted the Petitioner, and no one else, to be his sole beneficiary and to be provided for after his death in the manner and to the extent to which he decided. McWilliams believed that Sweely wanted the Petitioner to have the benefits of the "Ten Year Certain" Option 2. Based on their conversations, McWilliams believed that Sweely concurred with her recommendation in order to provide the maximum possible benefit to the Petitioner upon Sweely's death. But, in the face of Sweely's knowledge and McWilliams's advice and understanding, the application indicates that Sweely selected Option 1. There was evidence that the Petitioner was present and assisting Sweely when the Form FR-13 was executed and that the Petitioner filled out part of the form at Sweely's direction, as writing was inconvenient and difficult for Sweely at the time. But there was no evidence that Sweely was unable to make informed decisions when he executed Division of Retirement Form FR-13 on or about June 20, 1990. The evidence also did not prove that Sweely's choice of Option 1 was inadvertent error. At that point in time, Sweely may have wanted to be optimistic and to be able to enjoy and share with the Petitioner the maximum possible monthly benefit for as long as Sweely lived. McWilliams testified that, at the time, Sweely was trying to remain "up-beat" concerning his illness, in part thinking that this might extend his lifetime. A decision to choose Option 1, contrary to McWilliams's recommendation, also would not have been inconsistent with an earlier decision by Sweely in April, 1990, (this time in conformance with McWilliams's recommendation) to postpone applying for retirement benefits until he exhausted all of his accumulated fully-paid sick leave. Had Sweely died while on sick leave, the Petitioner would not have received the additional retirement benefits he is seeking in this case. (It is not clear from the record exactly what the benefits would have been, but it seems that the Petitioner would not have been entitled to any of the additional retirement benefits he is seeking in this case. Cf. Section 121.091(7), Fla. Stat. (Supp. 1990); F.A.C. Rule 60S-4.008.) A little over a month later, Sweely's condition worsened, and on or about August 14, 1990, he had to be hospitalized again (as already had happened from time to time during Sweely's full-blown AIDS.) On or about August 15, 1990, the Division of Retirement approved Sweely's application for disability retirement, effective July 1, 1990. On the same date, the Division of Retirement also sent Sweely a Division of Retirement Form FST-40c (R5/89) Acknowledgement of Retirement Application and a blank FRS- 11o "Option Selection Form for FRS Members." The Form FST-40c (R5/89) requested that Sweely "review carefully how the option one and two are paid to your beneficiary." The descriptions of the options in the Form FRS-11o were somewhat different from those in the Form FR-13 application. Option 1 was not called the "Maximum Benefit," and it was described as follows: A monthly benefit payable for my lifetime. Upon my death, the monthy benefit will stop and my beneficiary will receive only a refund of any contributionss I have paid which are in excess of the amount I have received in benefits. This option does not provide a continuing benefit to my beneficiary. (Emphasis in the original.) Option 2 was not called "Ten Years Certain," and it was described as follows: A reduced monthly benefit payable for my lifetime. If I die before receiving 120 monthly benefit payments, my designated beneficiary will receive a monthly benefit payment in the same amount as I was receiving until the monthly benefit payments to both me and my beneficiary equal 120 monthly payments. No further benefits are then payable. The FRS-11o "Option Selection Form for FRS Members" also stated in bold and underlined upper case type: "MEMBER MUST SIGN AND DATE IN THE PRESENCE OF A NOTARY PUBLIC." Whenever Sweely was hospitalized, the emotional strain on the Petitioner increased, and the time spent with Sweely in the hospital left the Petitioner less time to accomplish normal household tasks. The Petitioner's life and home usually became disorganized during Sweely's hospitalizations, and the Petitioner often allowed mail to pile up at their home at these times. The Petitioner testified that, notwithstanding Sweely's hospitalization and its disruptive effect on his life and habits, he happened to collect and read the mail on August 16, 1990. He testified that among the items of mail he read that day was the envelope postmarked the day before in Tallahassee, Florida, containing the Division of Retirement Form FST-40c (R5/89) Acknowledgement of Retirement Application and the blank FRS-11o "Option Selection Form for FRS Members." The Petitioner testified that he telephoned McWilliams to discuss the forms with her, and she asked him to bring them to the hospital. He testified, and she confirmed, that she met with the Petitioner at the hospital, looked at the forms, and explained them to the Petitioner. Believing, based on the conversations she had with Sweely before June 20, 1990, that Option 2 was Sweely's actual choice, McWilliams advised the Petitioner to choose Option 2. McWilliams testified that she discussed the matter with Sweely and with the Petitioner in Sweely's presence on August 16, 1990. (It certainly is possible that, had they discussed the matter with Sweely on August 16, 1990, Sweely might have chosen Option 2 at that time.) But the Petitioner testified that they did not discuss the matter with Sweely on August 16, 1990. The Petitioner explained that, although Sweely was oriented and physically able to write his name and, from time to time, was mentally lucid on that day, the Petitioner did not think that Sweely was in a position to give full consideration to the matter at the time they were discussing the forms because he was on morphine, was lethargic, and was having difficulty breathing without a non-rebreather mask. The Petitioner also did not think it was necessary to trouble Sweely with the matter, since the Petitioner believed that the selection of Option 2 on the Form FRS-11o was redundant and also that he was authorized to execute the form for Sweely as his attorney-in-fact under a purported durable power of attorney which Sweely executed on or about February 28, 1990, authorizing the Petitoner to act in Sweely's behalf in all matters. Under the circumstances on the afternoon of August 16, 1990, the Petitioner did not think that Sweely would have wanted to be troubled with the matter unnecessarily. He checked Option 2 and signed Sweely's name to the Form FRS-11o. On numerous previous occasions, the Petitioner had signed Sweely's name on Sweely's personal checks to pay Sweely's bills. In doing so, the Petitioner believed that he was acting properly under the authority of the purported durable power of attorney, and the bank always honored the checks the Petitioner signed this way. But on June 13, 1990, a physician insisted that the Petitioner sign a Division of Retirement medical records release form FR-13b in his own name as attorney-in-fact for Sweely. Himself not thinking well or clearly under the circumstances, the Petitioner assumed that his signature on the Form FRS-11o was valid. The Petitioner testified that it did not occur to him that there were notary services available for his use at the hospital. He testified that, after checking Option 2 and signing the Form FRS-11o, he telephoned his father, who was a notary, and asked him to come to the hospital to notarize something for him. The Petitioner's father confirmed this and also confirmed the Petitioner's testimony that they met in the hallway outside Sweely's hospital room, where the Petitioner gave his father the signed form and asked him to notarize it. Both testified that they did not discuss the form in any detail before the Petitioner returned to Sweely's hospital room. The Petitioner's father testified that he notarized the form thinking that Sweely had signed it. Sweely died two days later on August 18, 1990.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Department of Management Services, Division of Retirement, enter a final order: (1) that the purported selection, on the Form FRS-11o dated August 16, 1990, of Option 2 for payment of Florida Retirement System disability retirement benefits to Lon Emory Sweely, now deceased, and his beneficiary, the Petitioner, Richard A. Castillo, Jr., was invalid and ineffective; and (2) that the previous selection of Option 1 on the Form FR-13 executed on or about June 20, 1990, is valid and shall be given effect. RECOMMENDED this 20th day of January, 1995, in Tallahassee, Florida. J. LAWRENCE JOHNSTON 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 20th day of January, 1995. APPENDIX TO RECOMMENDED ORDER To comply with the requirements of Section 120.59(2), Fla. Stat. (1993), the following rulings are made on the parties' proposed findings of fact: Petitioner's Proposed Findings of Fact. 1.-9. Accepted and incorporated to the extent not subordinate or unnecessary. Last sentence, rejected as not proven. Otherwise, accepted and incorporated to the extent not subordinate or unnecessary. Last sentence, rejected as subordinate to facts not proven and as hearsay insufficient in itself to support a finding. (Taking as true that Sweely made such a statement to the Petitioner, his actions were not in accordance with the statement.) Otherwise, accepted and incorporated to the extent not subordinate or unnecessary. 12.-14. Accepted and incorporated to the extent not subordinate or unnecessary. Last sentence, rejected as subordinate to facts not proven and as hearsay insufficient in itself to support a finding. (Taking as true that Sweely made such a statement to McWilliams, his actions were not in accordance with the statement, and McWilliams also testified that Sweely tried to remain "up-beat," thinking that this might extend his lifetime.) Otherwise, accepted and incorporated to the extent not subordinate or unnecessary. (Specifically, it was clear that Sweely wanted the Petitioner, and no one else, to be his sole beneficiary and to be provided for after his death in the manner and to the extent to which he decided.) Last sentence, not proven (as to expression of "clear and unqualified acknowledgment and understanding); also rejected as subordinate to facts not proven and as hearsay insufficient in itself to support a finding. (Taking as true that Sweely made such a statement to McWilliams, his actions were not in accordance with the statement, and McWilliams also testified that Sweely tried to remain "up-beat," thinking that this might extend his lifetime.) Otherwise, accepted and incorporated to the extent not subordinate or unnecessary. (Specifically, it was clear that Sweely wanted the Petitioner, and no one else, to be his sole beneficiary and to be provided for after his death in the manner and to the extent to which he decided.) 17.-30. Accepted and incorporated to the extent not subordinate or unnecessary. 31. "Substantially," rejected as not proven. Otherwise, accepted and incorporated to the extent not subordinate or unnecessary. 32.-35. Accepted and incorporated to the extent not subordinate or unnecessary. Respondent's Proposed Findings of Fact. 1.-7. Accepted and incorporated to the extent not subordinate or unnecessary. Ultimate and penultimate sentences, rejected in part as contrary to facts found and to the greater weight of the evidence. (The evidence was that the Patient Care Technician Records were prepared near the beginning of each nursing shift and reflected conditions at that time. Meanwhile, there was evidence that the patient's mental state would "wax" and "wane." When the patient "waned" and was lethargic, it was difficult to communicate with him. Changes during the course of a shift may or may not be noted in the Progress Notes. While the Patient Care Technician Records indicate that the patient was both oriented and lethargic, the 8 a.m. progress notes indicate "lethargic at times." The progress notes also indicate that, earlier in the day, the patient had difficulty breathing without the non-rebreather mask and that, by 2 p.m., he was wearing the mask continuously. Even disregarding the possibility that the morphine dosage was enough to affect his judgment, the patient's lethargy and his difficulty breathing without the mask probably would have made it difficult for him to communicate on legal matters on the afternoon of August 16, 1990.) Otherwise, accepted and incorporated to the extent not subordinate or unnecessary. Ultimate and penultimate sentences, rejected in part as contrary to facts found and to the greater weight of the evidence. (He did not allege that Sweely could not communicate or write his name. He testified that he did not think Sweely would have been able to think clearly or want to be troubled with the form unnecessarily. He did not think he had to discuss it with Sweely or have Sweely sign it.) Otherwise, accepted and incorporated to the extent not subordinate or unnecessary. Accepted and incorporated to the extent not subordinate or unnecessary. However, Dr. Breen's curt medical evaluation of Sweely's general medical condition on August 16, 1990, was not for the purpose of evaluating whether it was possible or prudent to have him considering legal documents and making important legal judgments. In addition, Dr. Breen saw the patient early in the morning and would not have seen changes during the course of the day. 11.-12. Accepted and incorporated to the extent not subordinate or unnecessary. 13. Rejected as contrary to the greater weight of the evidence that Castillo, Jr., "insist[ed] that Sweely was incompetent, unable to provide or receive meaningful communication on August 16--and could not execute the form himself . . .." (Rather, he testified that he did not think Sweely would have been able to think clearly or want to be troubled with the form unnecessarily.) Otherwise, accepted and incorporated to the extent not subordinate or unnecessary. 14.-16. Accepted and incorporated to the extent not subordinate or unnecessary. COPIES FURNISHED: Keith F. Roberts, Esquire 201 North MacDill Avenue Tampa, Florida 33609 Robert B. Button, Esquire Department of Management Services Division of Retirement Cedars Executive Center, Building C 2639 North Monroe Street Tallahassee, Florida 32399-1560 A. J. McMullian, III, Director Department of Management Services Division of Retirement Cedars Executive Center, Building C 2639 North Monroe Street Tallahassee, Florida 32399-1560 William H. Lindner, Secretary Department of Management Services Knight Building, Suite 307 Koger Executive Center 2737 Centerview Drive Tallahassee, Florida 32399-0950 Paul A. Rowell, Esquire General Counsel Department of Management Services Knight Building, Suite 312 Koger Executive Center 2737 Centerview Drive Tallahassee, Florida 32399-0950
