Findings Of Fact By application dated October 9, 1984, the Palm Beach County Water Utilities Department applied for a permit to construct a temporary septage receiving facility at a location within Palm Beach County known as Sewage Treatment Plant 2S which is adjacent to and immediately north of Petitioner's neighborhood. It was estimated that this facility would receive between 30,000 and 50,000 gallons of septage each day from septic tanks in Palm Beach County. The specific operation procedure to be used at the site begins with access to the site from Forest Hill Boulevard, located to the north, using an unpaved, curved roadway. Septage trucks arriving at the site are faced with a potentially dangerous situation since the roadway is very narrow in parts, and is somewhat elevated and they therefore have to be very cautious to avoid accidents. The arriving trucks back over an asphalt paved area to a transfer box and discharge septage through a four-inch rubber hose into the transfer box. Septage flows through the transfer port and is distributed over a bar screen. Materials collecting on the bar screen are manually raked onto the drainage place, collected and placed into a dumpster for removal to a landfill. Septage then flows from the transfer box through a twelve inch pipe by gravity into a 120-inch wet well, and is diluted. The septage flows through an 8-inch sewer pipe by gravity into an existing pump station wet well on site. Two pumps then pump the septage into a force main system through which it flows to the West Palm Beach Regional Sewage Plant. The facility for which this permit is sought is intended to receive septage formerly deposited at Dyer Boulevard landfill septage facilities which has ceased operation under a Consent Order between Palm Beach County and the Department of Environmental Regulation. This is proposed as a receiving and transporting facility only, and not a treatment facility. Roy Duke, the Southeast District Manager with the Department of Environmental Regulation, who was accepted as an expert in environmental permitting, testified that in his opinion the site in question is the best site available to Palm Beach County for such a receiving facility. Due to the need to find a suitable replacement for the Dyer Boulevard site, the Department of Environmental Regulation requested that the County Water Utilities Department submit this application and supports the issuance of the permit. In accordance with an Operating Agreement between the Palm Beach County Health Department and the Department of Environmental Regulation, the County Health Department has authority to review and issue permits for sewage collection and transmission systems. Upon receipt of this permit application, the County Health Department requested additional information in the review process, which the County Water Utilities Department provided, in order to determine if "reasonable assurances" were being provided that the receiving facility would not discharge, emit, or cause pollution contrary to applicable standards, rules or regulations. According to Umesh Asrani, a Professional Engineer with the County Health Department, who was accepted as an expert in wastewater treatment technology, and the processing and evaluation of wastewater treatment facility permits, "reasonable assurances" have been given in this permit application. Testimony at the final hearing establishes that the proposed site has already been put into operation by the County with the approval of the Department of Environmental Regulation due to the emergency need to find an alternative to the Dyer Boulevard site. A temporary injunction was sought against this operation by residents of the area but it was not granted. The current operation of the facility is not challenged in this proceeding, but Petitioner points out that adverse effects on the neighborhood resulting from this operation are relevant to the issuance of the permit sought in this case. Specifically, Petitioner Kevin Donovan testified that truck traffic and noxious odors have increased since the operation began and would be expected to continue if the permit is granted. He has also seen evidence of spills at the site, and introduced evidence to establish that "sludge" containing commercial wastes and grease was being deposited at the site as well as "septage." Petitioner expressed his concern that hazardous wastes could be deposited at the site. Roy Duke testified that small amounts of hazardous wastes could be disposed of in residential septic tanks and ultimately collected at this site, but that in his opinion this was not a widespread practice, and the amounts would not present a danger to health or the environment. Petitioner also expressed his fear that the surface and ground water could be contaminated from leaks and spills occurring at the site. Expert witnesses testifying on behalf of Respondents stated that no such discharges were reasonably likely to occur. The greater weight of the evidence supports Respondents' position that reasonable assurances have been given that dangerous amounts of hazardous wastes will not be deposited at the site, and that surrounding surface and ground waters will not be contaminated by operation of the site. With the exception of a pH test which is conducted at the site when septage is received to determine its level of acidity, no tests or treatment are performed on the septage at the site. It is simply deposited and transmitted through the sewer system to the West Palm Beach Regional Sewage Plant for testing, treatment, and final disposal. The amount of septage deposited at this site is very small (30,000 to 50,000 gallons per day) in relation to the total amount treated each day at the Regional Sewage Plant (approximately 40 million gallons per day). Based upon bills of lading for deposits at the site since it was placed in operation, the site is used to receive and collect septage, including grease and sludge, from residences, restaurants, construction sites, digesters, and race tracks.
Recommendation Based upon the foregoing, it is recommended that a Final Order be entered issuing the permit sought by the Palm Beach County Water Utilities Department and denying the relief sought by Petitioner. DONE and ENTERED this 2nd day of May, 1985, at Tallahassee, Florida. DONALD D. CONN Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 2nd day of May, 1985. COPIES FURNISHED: Frank A. Kreidler, Esquire 521 Lake Worth Avenue Suite 3 Lake Worth, Florida 33460 Julia D. Cobb, Esquire Department of Environmental Regulation 2600 Blairstone Road Tallahassee, Florida 32301 Thomas C. McEaddy, Jr., Esquire Post Office Box 1989 West Palm Beach, Florida 33402 Victoria Tschinkel, Secretary Department of Environmental Regulation Twin Towers Office Building 2600 Blairstone Road Tallahassee, Florida 32301
The Issue Whether disciplinary action should be taken against Respondent's license to practice contracting, license number CG C033931, based on the violations of Section 489.129(1), Florida Statutes, as charged in the Administrative Complaint filed against Respondent in this proceeding.
Findings Of Fact Based on the evidence and testimony of the witnesses presented and the entire record in this proceeding, the following facts are found: Reeves is a Florida State certified general contractor, having been issued license number CG C033931 by the Florida Construction Industry Licensing Board (CILB). Licensure status is "Active Issued." Reeves is registered or certified with the CILB as an individual. The Scope of the Project Sometime prior to October 1998, Beach retired, came to Florida, and needed a place to live, so she decided to ultimately reside in a trailer. Beach has health problems, which require special living accommodations and changes to the trailer she purchased, including ramps and a bathroom to facilitate the needs of a handicapped person. Beach was unfamiliar with trailer life and wanted to ensure that her trailer was "fastened securely to the ground." Based on suggestions made by three (3) different contractors, Beach decided to design a "roof over coming out eight feet on either side of the existing trailer and tying it to the ground securely so that the trailer was then encased in the roofing over." Beach developed the plans for the project, which were approved by the local planning and zoning department. After discussing the matter with Reeves, Beach also decided to have porches on both sides of the trailer, "taking advantage of the overhang that the roofing-over afforded." Beach and Reeves discussed other details, such as the need for a walk- in closet off of the bedroom, a whirlpool tub, replacement of the upper kitchen cupboards, improvement of the duct work in the kitchen and living areas, screening of the front porch and windows on the back porch (a sun room), enlargement of the bathroom and made "handicap-accessible," and replacement of the doors and ramps. The Written Proposal and "Extras" On or about November 2, 1998, Reeves entered into a written contractual agreement, i.e., the "Proposal" dated October 26, 1998, with Beach, to construct addition(s) and other items to her trailer-home located at 2170 Maryland Street, Lanark Village, Florida. The written Proposal states in material part: We will supply all labor and materials to complete the following at your residence: Build a new freestanding roof over existing trailer and extend roofline to cover front and back porches. Build a new front porch with approximately an 8' x 24' screen section and ramp on opposite end. Rebuild back porch to 8' x 24' and install windows. Enlarge bathroom and make a walk-in closet. Inspect and improve existing duct work for better air flow. Enclose gable ends of new roof and tie in to existing trailer. Install new upper cabinets in kitchen (allowance $500.00). WE WILL PERFORM THIS WORK FOR THE SUM OF $20,900.00) (TWENTY THOUSAND NINE HUNDRED DOLLARS). Beach agreed to make payments "as work progresses." The original contract price for the additions to the trailer was $20,900.00. The Proposal contained no language of access to the Construction Industry Licensing Fund. At the time of executing the Proposal, Reeves told Beach that a subcontractor was not necessary for the electrical and plumbing work. Reeves and Beach also discussed several "extras" which were added to the Proposal. Beach and Reeves made a verbal agreement for additions or extras to the original Proposal that included siding ($2,700.00), a fireplace, and an extension of one of the ramps, in exchange for not replacing the cabinets. These changes increased the total contract price to $24,200.00, which was paid by Beach. See Finding of Fact 33. Also in November 1998, and before she signed the Proposal, Beach prepared a list, in her handwriting, of plumbing and kitchen items she saw at Home Depot, which she needed for the job and she gave the list to Reeves. According to Beach, Reeves "followed through and got everything [on the list] except for the shower door." Reeves applied with the Franklin County Building and Zoning Department for permits to perform the work on the Beach trailer and the permits were issued. The Franklin County Building Code requires inspections, but does not state when they are to be performed. It is not unusual to perform more than one inspection at a time, especially where, like Franklin County, there is only one inspector for the entire County. Reeves did not ask for an inspection of the work done on the trailer. Work begins on the trailer and problems arise After the Proposal was signed and the verbal additional items agreed to, on November 4, 1998, Reeves commenced work on the project. At this time, Beach was living in a motor home. The roof line built by Reeves covered the back and front porches. Reeves built a new front porch with an approximately an eight foot by twenty-four foot screen porch and a ramp on the opposite end as required by the Proposal. He also added three other ramps, which are not mentioned in the Proposal. By letter dated April 15, 1999, Beach responded to an invoice submitted to her by Reeves. The record does not contain a copy of the invoice, which seems to have been dated March 31, 1999. However, Beach's letter indicates that Reeves submitted a bill for an additional $4,240.00 (which did not include $2,700.00 for siding), above the original Proposal price of $20,900.00. Beach says that only $975.00 are valid charges for "verbally agreed upon additions to the contract." (Beach says that she paid Reeves $600.00 for the extras which was included in her check of December 16, 1998, for $5,000.00.) Reeves' invoice was the first bill for any extras discussed by Beach and Reeves. According to Beach, they discussed the necessity of having additional ramps, and Reeves did not say there would be an additional charge, and it was discussed "as if it was part of the ongoing project." According to Beach, work progressed through November and slowed during Thanksgiving week. Into December, Beach says that Reeves came to the work site "less and less" and the workmen did not have either the necessary materials or equipment and also came "less and less." She tried to contact Reeves. According to Pendleton, who worked for Reeves on the Beach project, for the first three weeks to a month after commencing the project, Reeves was on-site every day. According to Pendleton, the job took longer than expected because of the many changes requested by Beach. For example, after the trailer was "roofed," Beach "wanted her outside ceiling closed into her trailer." They added "a furnace on the back porch," "put marble sills in her window of her trailer," and "furred out her whole wall to put paneling on the trailer." The original plans called for one ramp, but three were added. As work progressed, Beach expressed objections to Reeves regarding the workmanship on the screened-in porch and floorboards and the need to eliminate bugs from entry. They also discussed the build-up of heat in the roof because the roof was "trapping hot air in." Reeves treated the roof area, an extra, which Beach acknowledges. Beach reported other problems to Reeves, including but not limited to, a leak in the shower and an unsealed drain in the shower, which caused a flood in the bathroom, and "a two-foot hole cut in the floor around the plumbing that was left open to the outside." This was on the punch list she gave to Reeves. She pled with Reeves to finish the job, but he said that "[t]his w[ould] be the last day [he would] be coming" and that "he had other things he had to do." According to Beach, "things deteriorated," and she saw very little of Reeves into January and did not see much of him at all by the end of January. Beach was frightened and did not know what to do but "struggled along with [Reeves'] workmen," i.e., Richard Norman (Norman) and Pendleton, the main workmen, who did the plumbing for the shower. When Reeves was no longer on-site daily or all day, Norman and Pendleton were on-site. Another worker, Bob Lanceford quit because of the changes requested by Beach and her "flip- flopping." At some point in time after the trailer roof-over was completed and other work performed, including work on the back porch, Reeves and Beach discussed the punch lists written by both and that he had given the list to his workmen. Beach recalls the conversation and that Reeves said it was going to be his last day there. Beach recalls Norman staying to finish the skirting and Jody Fechera putting the siding on the inside of the sun porch, but that "the guys really didn't work on [the punch list] that much." Beach felt that she had to supervise Pendleton regarding hooking up the shower during this two-week period. Pendleton says that he and the others were working off of the list Reeves gave him during the last couple of weeks he was on the Beach job. Pendleton could not get the work done on the list because Beach "stood over [them] telling [them] to do other things and [they] never could get to that list." The list included adding hurricane clips and exterior work. None of these tasks were completed. Pendleton recalls Reeves telling him that he and "Rich" would have to leave the Beach site in a couple of days and to make Beach happy because they could not return until Edwards returned. Pendleton understood that they were to return to the Beach site and finish the job after Edwards finished the plumbing and electrical work. There is a dispute whether, during a two-week period after the punch lists were written, Beach was supervising Reeves' workmen including Pendleton. In or around the end of February 1999, Reeves advised Beach of problems he was having with the bathtub and needed Edwards "to do it." Reeves also needed Edwards, licensed to do plumbing and electrical work, to move the electrical panel box, which was accomplished. According to Beach, this was the first time Reeves advised Beach that he could not do plumbing or electrical work. Beach says that Reeves told her on the day they signed the Proposal that he would not have to subcontract for any of the plumbing and electrical work. Reeves admitted to doing plumbing and electrical work on this and other projects, although both of these types of work require specific licenses. Reeves recommended to Beach that Edwards perform these tasks. According to Pendleton, Edwards was "to come over and do all of the plumbing and wiring." It took Edwards quite a while to get to the Beach project. Edwards "pulled the permit for the electrical unit." He "made the old panel hot." He installed the breaker box and connected it to Beach's trailer. Edwards fixed the shower head and the drain plug, which was a major leak. He also fixed the plumbing. Edwards fixed some other problems he noticed, but he did not know whether these problems pre-dated Reeves' tenure on the project. In October 1998 and prior to Reeves' commencing work on the Proposal, Beach had a man drilling a well on her property. In February or March of 1999, Beach "got the idea of moving the tank back . . .." Edwards came to the Beach trailer on March 10, 1999, and installed the electrical panel and moved the tank at the same time. It took Edwards a few weeks to accomplish these tasks from the time Reeves and Beach discussed these items. Beach paid Edwards to move the electrical panel to the end of the house and move the water tank and installing it under the carport and some electrical and plumbing repairs. Beach paid Edwards $1,580.00, of which $700.00 of the bill, according to Beach, was for correcting plumbing and electrical errors made by Reeves or his workmen. In early March 1999, Ron Jackson (Jackson) advised Beach that Reeves had "run up a $9,435[.00] bill" at Ace Hardware in her name which remained unpaid and that a lien would be filed on her house. At this time, Beach filed a complaint with the local building department and hired an attorney to assist her with the lien. Apparently the lien was not timely filed and not successfully pursued. Beach also filed a complaint with the Department. Beach was unaware of any amount still owed on her job to others, which Reeves performed and did not pay. By letter dated March 30, 1999, Reeves apologized to Beach for not paying Jackson timely and told Beach he intended to pay Jackson, whether Beach paid him or not. On March 17, and April 21, 1999, a hearing was held before the Franklin County Construction Industry Licensing Board. This Board issued a verbal warning to Reeves "for operating outside his scope of work in the field of electrical and plumbing." Reeves advised the Board that he would not "do any electrical or plumbing until he is licensed to do the work or he will hire license[d] people." On April 7, 1999, Beach, having been living in a motor home during this time, decided to live in the trailer and discovered the flooding problems in the bathroom; everything in the kitchen leaked; and the commode was unsteady and leaked. Reeves returned to "stabilize it," but apparently Beach had to pay Edwards to repair the leaks in the bathroom. At some time after March, Reeves ceased performing on the project altogether. The project was not complete. Beach pays Reeves By check, Beach paid Reeves $4,000.00 on November 11, 1998, to get started; $10,000.00 on November 12, 1998; $2,500.00 on November 20, 1998; $5,000.00 (which included an estimated cost of $600.00 for extras according to Beach) on December 16, 1998; and $2,700.00 (for siding which was an agreed-upon extra) on January 28, 1999, for a total of $24,200.00. Beach had to estimate how much the extra work performed would cost based on the verbal price given by Reeves. The January check was the price for constructing a new one-sided exterior portion, along with the insulation, of the trailer. Beach paid out-of-pocket expenses on repairs and estimates for work which arguably should have been done pursuant to the Proposal and agreed-upon extras. These total approximately $2,560.29. See (Pet. Exh. 5- $990.29; Pet. Exh. 7- $120.00; Pet. Exh. 8- $750.00; and, Pet. Exh. 13- $700.00). Beach also paid for other estimates and repairs as noted herein which were not proven to be directly connected to work performed or not performed by Reeves. See, e.g., Findings of Fact 37-38. Problems identified with the condition of the trailer During the final hearing, Beach identified several photographs, she took over a period of time-April through June, 1999-of her trailer from the inside and outside and identified various problems with the workmanship performed or not performed by Reeves. According to Beach, the photographs show the trailer "after Mr. Reeves finished the project, or Mr. Reeves worked on the house." These problems included an outside electrical switch installed with wires exposed; exposed receptacle outlet; unfinished bathroom trim, which was minor according to Beach; fan cover left hanging on the kitchen ceiling; exposed hole around light fixture in the closet, which Norman could not repair; a fan hanging down in the bathroom, with hole cut too large; water running out from the shower because of an improper drain installation; unsealed shower drain; shower door leak-not caulked; no cutoff valve on the toilet; unsteady commode; no insulation and unprotected plumbing coming up through a hole where the bath tub is located; marble skirt to whirlpool tub destroyed by Edwards' men who had to cut through the marble in order to access the tub; panel to tub which is open and allows air and bugs to enter; tub motor not plugged into a ground fault receptacle; drywall in the bedroom closet, which was new construction, which had to be torn out to repair; wet carpeting which had to be removed; leak in the shower caused by brass plug in plastic line; support posts under the roof not nailed and without hurricane clips (photographs taken in August 1999 after Summerhill and some of the neighbors told her there were no nails on that side of the house holding the roof down); and exposed rafters which allowed squirrels to run down the chimney. Beach asked Greg Mathis, a licensed (City of Tallahassee) plumber, to determine the extent of repairs which were required on her trailer. On or about November 18, 1999, Mathis examined the plumbing in the Beach trailer and gave Beach an estimate for the repairs and charged $135.00 for the estimate, which included his travel time to the Beach trailer in Carrabelle. Mathis charged Beach $670.00 for the repairs including $445.00 for labor and $225.00 for materials. The repairs included applying putty and installing a Delta repair kit on a new faucet in the kitchen; repair of a "fairly new drain" which was leaking in the lavatory; resetting of the toilet which was wobbling and application of caulk; replacement of the whirlpool stopper; repairing the "whole tub waste"; and connection of a drain to a bar sink, which had hot and cold water to it. Mathis also gave Beach an estimate of $185.29 to repair the shower drain and valve. Mathis was unaware who did the plumbing he saw. Brian Will has a State certified building license. Beach asked him to inspect her trailer and give her an estimate of the costs for repair. Will performed a site visit to Beach's trailer on November 22, 1999, and charged Beach $175.00, after a $175.00 Christmas discount, for the inspection and written report dated December 16, 1999. After inspecting the trailer, Will identified problems with the trailer, including a recommendation that Beach secure an engineering report on the foundation, roof framing and uplift connections; installation of a "properly ducted and vented (range termination kit) range hood" in the kitchen; insulate ceiling; improvement to the fireplace clearance; increase vent attic space; and other items. The fireplace issue and "wind loading connection" could be life safety issues. The estimated cost was $9,375.00, although Will stated he is "seldom the low bid guy." Will did not review the Proposal nor the plans and specifications. Will did not know what Reeves and his workmen did or did not do on the Beach trailer. He made no assumptions as to who did any of the work on the trailer. Beach told him that someone added some additional hurricane clips and installed a gable vent or fan. She did not comment to him whether Reeves finished the job. Will identified portions of the trailer that did not appear to him to be finished and that did not meet the building code. Robert J. Pietras, while not a licensed contractor, is a self-employed laborer and has experience in construction, "everything from footers on up to trim carpentry." In or around September 1999, Beach asked him to inspect the trailer and determine what was necessary to make the trailer stronger for hurricane resistance. He found eleven (11) hurricane clips missing and a support post holding up a carrying beam that was not nailed. Some hurricane clips had been placed and set right on the rafters, but the job was incomplete. There were no uplift straps on any of the exterior beams. However, he felt he needed to remove the paneling on the back porch to add the clips from the inside. Pietras could not say whether there were hurricane clips on the outside soffitt. He made the changes. Pietras was also told, by John Summerhill, there was insufficient ventilation in the attic or roof-over, so he added a commercial louver and also framed up to add a fan to draw excess heat. Pietras agreed that if the new enclosed roof-over, constructed by Reeves, had not been enclosed, there would not have been any ventilation problem. He was paid $30.00 for adding the hurricane clips and the tie-down straps. He was not paid approximately $90.00 for work done. Any additional work he recommended was put on hold. Summerhill has air conditioning and electrical licenses and has been in business in Franklin County since 1991. Beach asked him to inspect her trailer and identify electrical problems in or around September 1999. Summerhill did not see the Beach/Reeves Proposal and was unaware of the scope of Reeves' work, including what Reeves did or did not do regarding any electrical problems perceived by Summerhill. However, Beach told him that Reeves did all of the electrical and plumbing. He noticed the absence of hurricane clips on the outside and that a four-by-four post on the south corner did not have nails in the top. He charged Beach $150.00 to install an exhaust in the attic for ventilation which Beach paid. Summerhill also noticed other problems with, for example, waterproof covers needed for the receptacle and switch on the porch, need for ground fault receptacles, and other items. He quoted $600.00 for labor and materials to make these repairs and replace needed items. Summary of work left undone and repairs needed The Department proved by clear and convincing evidence that Beach and Reeves agreed to the terms of the Proposal and several extras; that Beach paid Reeves $24,200.00, which exceeded the amount originally quoted in the Proposal, i.e., $20,900.00, and included payment for extras, including $2,700.00 for siding and $600.00/$5,000.00 for other extras; that the workmanship performed by Reeves, and others on his behalf, was incomplete and in some cases poorly done which required repairs by others; that Beach paid for repairs; that Reeves left the project with work outstanding; that Reeves, and or his workmen, performed electrical and plumbing services while not being licensed; and that Reeves did not refer to the Construction Industry Recovery Fund in the written Proposal. The Department also proved by clear and convincing evidence that the Beach trailer is in need of substantial repairs and further inspections. See, e.g., Findings of Fact 37-38. However, and in particular, Will, who performed a major inspection of the trailer, did not review the Proposal or the plans and specifications and did not know what Reeves and his workmen did nor did not do on the Beach trailer. Therefore, the Department did not prove by clear and convincing evidence that Reeves was responsible for the repairs suggested by Will. Mitigation Reeves has built several State Housing Initiative Partnership (SHIP) homes for the SHIP program in Franklin County to the satisfaction of the County's SHIP administrator, Ms. Shirley Walker. Ms. Walker was not aware of any complaints with Reeves' work over the past four (4) years. Probable Cause is found by the CILB On September 27, 2000, a two-member panel of the CILB found probable cause against Reeves. There was no finding of "no probable cause" by the CILB regarding the Reeves and Beach matter which is the subject of this proceeding. Reeves' prior disciplinary history Reeves has a prior disciplinary history with the CILB and the Department regarding his license. On October 8, 1992, in Case No. 91-11103, the CILB imposed an administrative fine of $1,700.00. On October 24, 1996, the CILB, in Case No. 95-07490, imposed an administrative fine of $2,000.00, restitution of $28,501.39 based on an unsatisfied civil judgment, $119.53 in costs, and two (2) years of probation. Both cases were resolved without a final evidentiary hearing.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is recommended that a Final Order be rendered as follows: Suspending Reeves' licenses to practice contracting for six (6) months, requiring Reeves to pay an administrative fine in the amount of $5,000.00, and requiring Reeves to complete continuing education, with the subjects and hours to be determined by the CILB. Assessing costs of investigation and prosecution, excluding costs associated with an attorney’s time, in the amount of $1,302.91. Requiring Reeves to pay restitution to Beach in the amount of $2,560.29, representing the amounts paid by Beach for estimates and for work performed or ill-performed by Reeves which, on this record, are attributable to Reeves. DONE AND ENTERED this 13th day of June, 2001, in Tallahassee, Leon County, Florida. CHARLES A. STAMPELOS Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 13th day of June, 2001. COPIES FURNISHED: Patrick Creehan, Esquire Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee, Florida 32308 Danny L. Reeves 267 Carroll Street Eastpoint, Florida 32328 Kathleen O'Dowd, Executive Director Construction Industry Licensing Board Department of Business and Professional Regulation 7960 Arlington Expressway, Suite 300 Jacksonville, Florida 32211-7467 Hardy L. Roberts, III, General Counsel Department of Business and Professional Regulation Northwood Centre 1940 North Monroe Street Tallahassee, Florida 32399-2202
The Issue The issue in this case is whether the Department of Environmental Protection (DEP) should grant the application of the City of Destin (City) and Walton County (County) for a Consolidated Joint Coastal Permit (JCP) and Sovereign Submerged Lands Authorization (Application) to restore a 6.9 stretch of beach in the City and County.
Findings Of Fact The Gulf of Mexico beaches of the County and City were critically eroded by Hurricane Opal in 1995. The erosion problem was identified by DEP, which placed the beaches on its list of critically-eroded beaches, and by the County and City, which initiated a lengthy process of beach restoration through renourishment (also called maintenance nourishment.)1 The process, which included an extensive studies2 and construction design, as well as pre-application conferences with DEP staff, culminated in the filing of the Application on July 30, 2003. The Application proposed to dredge sand from an ebb shoal (i.e., a near-shore) borrow area south of (i.e., offshore from) East Pass in eastern Okaloosa County, using either a cutter head dredge (which disturbs the sand on the bottom of the borrow area and vacuums it into a pipeline which delivers it to the project area) or a hopper dredge (which fills itself and is moved to the project site). On the project site, heavy equipment moves the dredged sand as specified in the design plans. The project is executed in this manner and progresses along the beach, usually at a pace of about 300-500 feet a day. Each day work is in progress, public access to the beach is restricted for a length of about 500-1000 feet in the immediate vicinity of the area of beach being worked. Water Quality Increased turbidity is the primary water quality concern in a project of this nature. Increased turbidity can adversely impact submerged seagrasses and hard-bottom habitat, along with the benthic communities depending on them. When sand in the borrow area is disturbed by dredging, sand and silt become suspended and increase turbidity to some extent and for some duration, depending primarily on the nature of the bottom material and the dredging method. (The cutter head dredge vacuums most if not all of the disturbed sand and silt into the pipeline while, by comparison, the hopper dredge would result in higher turbidity in the water in the borrow area.) Sand delivered to the project site via pipeline must remain suspended in water for transport. When the sand is deposited on the beach, the excess water, with suspended particulate matter, will drain off and return to the Gulf of Mexico. Even if hopper dredges are used, and if material is deposited on the project site other than via pipeline, some of the material will be deposited in the littoral zone, and some material deposited landward of the waterline will be inundated by the tides and wave action and potentially re-suspended in water in the littoral zone. If the water is turbid upon discharge in the littoral zone, the near-shore can become more turbid. Sand Quality The primary determinant of the amount and duration of turbidity generated in the borrow area and in the littoral zone of the project site is the quality of the bottom material in the chosen borrow area. The coarser the material, the less turbidity. The best quality bottom material usually is found in the kind of borrow area proposed for use in the Application. Sand in the borrow area came from some of Florida's finest beaches. It has been cleaned of fine material (silt) not only by wave action but also as the sand moved along shore in the littoral zone and by the currents in the East Pass inlet. Numerous tests of the bottom material in the proposed ebb shoal borrow for the project indicate that it generally has less than one percent silt. Expert witnesses for the City, County, and DEP testified that, with such low silt content, turbidity increases of no more than 5-10 Nephalometric Turbidity Units (NTUs) above background levels are expected at the edge of the mixing zone--150 meters down- current from the borrow area, and down-current and offshore from the discharge points on the beach. Moreover, they testified that turbidity levels are expected to return to background levels quickly (i.e., within an hour or so.) SOB and STBR questioned whether the experts could be certain of their testimony based on the test results. But SOB and STBR called no expert to contradict the testimony, and it is found that the expert testimony was persuasive. Standard Mixing Zone Initially, the City and County applied for a variance from the turbidity standards to allow them to exceed 29 NTUs more than 150 but less than 1660 meters down-current from the borrow area, and down-current and offshore from the discharge points, based on Attachment H, the Water Quality Impact analysis in the Application. The analysis was based on an assumption of five percent silt content in the bottom material in the borrow area. SOB and STBR attempted to use the five percent assumption to impeach the expert testimony on water quality. But when the quality of the bottom material was ascertained to be less than one percent, the variance request was withdrawn at DEP's request as being unnecessary and therefore inappropriate. SOB and STBR also argued in their PRO that, if a 1660-meter mixing zone was needed for five percent fines, then a 332-meter mixing zone would be needed for one percent fines. This argument was based entirely on counsel's arithmetic extrapolation. There was no evidence in the record from which to ascertain the validity of the extrapolation. In addition, the evidence was that the bottom material in the borrow area in this case will be less than one percent fines. Shore-Parallel Sand Dike Specific Condition 6 of the Draft Permit requires the permittee to "construct and maintain a shore-parallel sand dike at the beach placement area at all times during hydraulic discharge on the beach to meet turbidity standards prescribed by this permit." The shore-parallel sand dike is essentially a wall of sand built parallel to the shoreline to keep the sand slurry (the mixture of sand and water) being pumped onto the beach from washing back in the water, thereby giving the materials more time to settle out of the water before the water returns to the Gulf of Mexico. Even if this condition were not in the Draft Permit, the City and County would be required to build the dike since it is part of their design for construction of the Project. Turbidity Monitoring The Application included a proposal to monitor turbidity, and the Draft Permit includes the proposed monitoring as a Specific Condition 38. Every six hours during dredging and pumping operations, the City and County are required to sample 150 meters down-current of the borrow area, and down-current and offshore of the discharge point, and report the results to DEP within a week. In addition, Specific Condition 38 requires work to stop if turbidity standards are exceeded, which must be reported immediately. Work may not proceed "until corrective measures have been taken and turbidity has returned to acceptable levels." If more than one exceedence of the turbidity standard is reported, DEP will require the City and County to redesign the project to address and cure the problem. These conditions are part of the reasonable assurance that water quality standards will not be violated. Sediment Quality Control/Quality Assurance Plan Pursuant to Special Condition 4.b. of the Draft Permit, the City and County are required to do a Sediment Quality Control/Quality Assurance Plan, which requires them to measure the quality of the sand as it comes out of the pipeline before it can cause a turbidity problem. If the dredge hits pockets of bad material, which is not expected in this case, work could be stopped before it creates a turbidity problem. Absence of Natural Resources in Project Area DEP performed side-scan sonar tests in the vicinity of both the borrow site and near-shore in the Project area and determined that there were no hard bottoms or seagrasses in either area. Therefore, there are no natural resources within the project area that would be covered or placed in jeopardy by a turbidity plume. Reasonable Assurance Given For all of these reasons, the City and County have provided reasonable assurance that water quality standards will not be violated. Required Riparian Interest Generally, and in the beach nourishment project area, the BOT owns seaward of the mean high water line (MHWL). The City and County own some but not all of the beachfront landward of the MHWL.3 In anticipation of the beach nourishment project, the City and County had the MHWL surveyed as of September 7, 2003.4 The surveys state that the MHWL as of that date shall also be known as the ECL. The surveys also depict the landward and seaward limits of construction and the predicted post-construction MHWL. The surveys indicate that construction is planned to take place both landward and seaward of the ECL. The predicted post-construction MHWL is seaward of the ECL. By resolution, the BOT approved the surveys and established the ECLs for the Project. The City survey was approved, and ECL established, on December 30, 2004; the County survey was approved, and ECL established, on January 25, 2005. The BOT's decisions are being challenged in court. If the decisions are upheld, the BOT intends to file its resolutions and record the surveys. There was no evidence that the City and County have an easement or the consent of all of the other beachfront owners to undertake the proposed beach nourishment project. Some of the other beachfront owners do not consent, including members of SOB and STBR. Standing SOB was incorporated not-for-profit in Florida on January 28, 2004. STBR was incorporated not-for-profit in Florida on February 16, 2004. Both were incorporated to protect and defend the natural resources of the beaches, protect private property rights, and seek redress of past, present, and future unauthorized and/or inappropriate beach restoration activities. No evidence was presented by any party as to whether SOB and STBR have filed their annual reports with the Department of State, and no party filed a Department of State certificate of status as to either SOB or STBR. STBR has six members, all owners of beachfront property in the area of the proposed beach nourishment project.5 SOB has approximately 150 members. These members own approximately 112 properties in the City, approximately 62 of which are beachfront and the rest condominium units of beachfront condominium developments. However, it is not clear from the evidence how many of these beachfront properties are in the area of the proposed beach nourishment project (beyond the four owned by Linda Cherry, who testified). The testimony of Slade Lindsey was sufficient, together with member affidavits, to prove that all six members of STBR use the beaches and waters of the Gulf of Mexico adjacent to the Project area for swimming, fishing, boating, and/or enjoying beach and Gulf vistas. As a result, the construction of the Project will affect their interests at least during the time construction is taking place near their property. If the Project were to result in violations of water quality standards for turbidity, their interests would be affected as long as the violations lasted and perhaps longer if lasting damage to natural resources were to result. However, as found, there will not be any lasting damage to natural resources, and reasonable assurance was given that no water quality violations will occur and that exceedences of water quality standards in the mixing zone will be of short duration, lasting for no longer than an hour. These effects will not be substantial. The evidence was not sufficient to prove that construction of the Project will affect the interests of a substantial number of the members of SOB. First, it was not clear how many of them own beachfront property or even condominium units in developments adjacent to the Project area. Second, the only witness on the subject, Linda Cherry, does not know all of SOB's members and did not state how many of the 39 SOB members who signed affidavits as to their use of the beaches and waters of the Gulf of Mexico adjacent to the Project area are known to the witness. Even if a substantial number would be affected, their interests would be affected no more than the STBR members' interests.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that DEP enter a final order issuing Draft Permit DEP JCP File No. 0218419-001-JC. DONE AND ENTERED this 30th day of June, 2005, in Tallahassee, Leon County, Florida. S J. LAWRENCE JOHNSTON Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 30th day of June, 2005.
Findings Of Fact The subject property Petitioners, Michael and Janice Rush, are the owners of a single family residence located at 3032 North Atlantic Boulevard, Fort Lauderdale, Broward County, Florida. Such residence lies seaward of the Broward County Coastal Construction Control Line (CCCL) and is therefore subject to the permitting jurisdiction of respondent, Department of Natural Resources (Department). Section 161.053, Florida Statutes. The first application In April 1991, Petitioners filed a permit application (Permit File No. BO-267) with the Department for permission to renovate their home and construct a swimming pool. That application was found to be incomplete, and by letter of April 17, 1991, the Department notified petitioners of the information required to complete their application. Following receipt and review of the requested information, the Department, by letter of July 26, 1991, advised petitioners that, as proposed, their application to construct a pool and renovate the home would have to be denied. Pertinent to the proposed pool, such letter observed that a portion of the pool would be located seaward of the 30-year erosion projection which is prohibited 1/, the general construction line of major structures would be advanced further seaward, adverse impacts to the beach/dune system during a major storm event could be expected, and cumulative adverse impacts could be expected. Thereafter, by letter of August 14, 1991, the Department was advised that petitioners were submitting new house plans for the subject property, and that the request for leave to construct the pool had been removed from their application. 2/ On December 23, 1991, the Department issued a final order in Permit File No. BO-267 which authorized the petitioners to remodel their home. Such final order observed: . . . The direct and cumulative impacts to the beach and dune system that will be caused by both the seaward location and shore- parallel width of the proposed construction represent the maximum such impacts that are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend further seaward of, or increase the shore- parallel coverage occupied by, the proposed structures approved pursuant to this permit. The pool, which petitioners had initially proposed to construct seaward of the home, but subsequently deleted from their plans, constituted a major structure, albeit nonhabitable. Rule 16B-33.002(54)(b), Florida Administrative Code. Petitioners were expressly advised by the Department of their right to request an administrative hearing pursuant to Section 120.57, Florida Statutes, to contest the provisions of the final order. No such contest was filed. 3/ The pending application On February 20, 1992, petitioners filed a new application (Permit File NO. BO-289) with the Department for permission to construct the swimming pool on their property. As proposed, the pool would be located in the beach-dune system seaward of petitioners' home, as well as seaward of an existing retaining wall on the petitioners' property. The pool would measure 16.0' x 35.7' externally, be constructed of reinforced gunite, and be supported by ten piles. The alignment of the pool would be in the shore parallel direction, rather than the shore normal direction as proposed in the prior application, thereby placing the pool landward of the 30-year erosion projection. By letter of March 8, 1992, the Department advised petitioners that their application was incomplete, and requested additional information. Petitioners submitted the final information necessary to complete their application on July 21, 1992. By letter dated October 7, 1992, received by petitioners' representative on October 13, 1992, the Department issued a public notice as follows: The referenced application for a permit pursuant to Section 161.053, Florida Statutes, has been placed on the agenda of the head of the Department of Natural Resources (Governor and Cabinet). The application will be reviewed by the Cabinet Aides in the Cabinet Meeting Room on the lower level of the Capitol, at 9:00 a.m., October 14, 1992. The application will then be heard by the Governor and Cabinet in Room LL03 of the Capitol, at 9:00 a.m., October 20, 1992. You may attend these meetings if you desire. The recommendation [for denial] shown on the enclosed agenda item has been made to the head of the Department by the Executive Director. This represents an agency determination. . . . The notice, consistent with the provisions of Rule 16B-33.012(8), Florida Administrative Code, further advised that any substantially affected person had the right to request a formal hearing, pursuant to Section 120.57, Florida Statutes, within 21 days of receipt of the notice, and that "If the decision of the Governor and Cabinet is different from the staff recommendation as noticed . . ., then the applicant or any substantially affected person shall have 21 days from the date of the Governor and Cabinet's announcement of their decision in which to petition the agency for a hearing." The basis for the Department's denial of petitioners' application to construct the swimming pool was stated as follows: The proposed swimming pool is not consistent with Rule 16B-33.005(1), Florida Administrative Code, because it has not been clearly justified by the applicant and less impactive alternatives are available. For example a similar structure could be sited in a less impactive location landward of the single-family dwelling on the southwest corner of the property. The proposed swimming pool is not designed and located pursuant to Rule 16B- 33.005(2)(a), Florida Administrative Code, for the protection of the beach/dune system in that the structure is to be sited on the seaward slope of the frontal dune and results in excavation remaining as a permanent feature below natural or existing grade. The proposed swimming pool is not designed and located pursuant to Rule 16B- 33.005(2)(c), Florida Administrative Code, for the protection of adjacent properties, because the rigid pile foundation and slabs will cause localized scour and erosion which may affect adjacent properties. The proposed swimming pool is inconsistent with Paragraph 161.053(5)(b), Florida Statutes, because the structure would extend closer to the line of mean high water than a reasonably continuous and uniform construction line in the immediate contiguous or adjacent area. The proposed swimming pool is inconsistent with Rule 16B-33.007(1), Florida Administrative Code, because the structure is not located a sufficient distance landward of the beach/dune system to permit natural shore line fluctuations and to preserve dune stability and natural recovery following storm-induced erosion. The proposed swimming pool is not designed pursuant to Rule 16B-33.007(2), Florida Administrative Code, to minimize adverse impact to the beach/dune system, because the rigid pile foundation and slabs will increase localized scour and erosion within this area as it interacts with storm waves and surge resulting in a significant adverse impact to the beach/dune system. * * * 8. The proposed project is not designed pursuant to Rule 16B-33.005(7), Florida Administrative Code, because a number of similar structures sited at the same relative location on the seaward face of the dune will result in significant cumulative impact which will threaten the beach/dune system or its recovery potential following a major storm event. The Department, therefore, may not authorize the construction of the pool. On October 13, 1992, petitioners requested that their application be removed from the agenda, and be rescheduled for "a later date to be determined." The rationale for petitioners' request was to afford "an opportunity for the permittee and staff to meet in Tallahassee in early to mid November and reach a design for a pool which can be recommended favorably by staff." By letter of October 14, 1992, the Department granted petitioners' request and the item was removed from the agenda for the Governor and Cabinet meeting of October 20, 1992. Such letter further provided that although the Department was willing to meet with petitioners to discuss the staff concerns about their application, that it "must caution you . . . that at this time I do not anticipate that a swimming pool, as you requested, can be satisfactory [sic] located seaward of your home." Petitioners and the Department were unable to resolve their dispute. Accordingly, petitioners filed a petition on November 2, 1992, to contest the proposed denial of their application. By letter of November 13, 1992, the Department advised petitioners that their request for formal administrative hearing was inadequate, but accorded them 14 days from receipt of such letter to submit an appropriate request. Petitioners timely submitted an appropriate request for hearing on November 30, 1992, and the matter was thereafter referred to the Division of Administrative Hearings for the assignment of a Hearing Officer to conduct a formal hearing pursuant to Section 120.57(1), Florida Statutes. 4/ The merits of the pending application As heretofore noted in the findings of fact, the Department enunciated seven reasons to support its denial of petitioner's application. The first basis for denial was the Department's assertion that the proposed swimming pool was not consistent with Rule 16B-33.005(1), Florida Administrative Code, "because it has not been clearly justified by the applicant and less impactive alternatives are available." In this regard, it is observed that Rule 16B-33.005(1), Florida Administrative Code, provides: . . . Establishment of a coastal construction control line . . . does not preclude all development of or alteration of coastal property seaward of such lines. However, activities seaward of a coastal construction control line . . . shall be limited and the necessity of such development, construction or alteration shall be stated and clearly justified by the applicant. (Emphasis supplied) The aforesaid rule does not further explain what is contemplated by the requirement that the applicant clearly justify the "necessity" of the proposed development; however, the plain and ordinary meaning of the word can be ascertained by reference to a dictionary. 5/ In this regard, "necessity" is defined to mean "something that cannot be done without." Websters New Twentieth Century Dictionary. It is also defined as "something needed for the existence, effectiveness, or success of something (a requirement)," and "the state or fact of being required or unavoidable." The American Heritage Dictionary of the English Language. Here, the proof fails to demonstrate any "necessity" to construct the swimming pool since it fails to credibly support the conclusion that such construction is required for the effective or reasonable use of petitioners' property or that such construction is essential for the well-being of its occupants.6/ To the contrary, the petitioners' decision to construct the pool is merely a matter of personal preference or convenience. Moreover, the proof fails to demonstrate any "necessity" to construct a pool of the size and configuration proposed (16' x 35.7' with a maximum depth of 8') or of the materials selected (reinforced gunite supported by piles). Indeed, a pool of a different configuration or size could be located elsewhere on the property and the pool could be constructed on a base slab foundation or of vinyl to alleviate the adverse effects of its current design, discussed infra. 7/ As further reasons for denial, the Department concluded that construction of the swimming pool was not consistent with Rule 16B-33.005(2)(a), Florida Administrative Code, "for the protection of the beach/dune system in that the structure is to be sited on the seaward slope of the frontal dune and results in excavation remaining as a permanent feature below natural or existing grade"; Rule 16B-33.005(2)(c), Florida Administrative Code, "for the protection of adjacent properties, because the rigid pile foundation and slabs will cause localized scour and erosion which may affect adjacent properties"; Rule 16B- 33.007(1), Florida Administrative Code, "because the structure is not located a sufficient distance landward of the beach/dune system to permit natural shoreline fluctuations and to preserve dune stability and natural recovery following storm-induced erosion"; and Rule 16B-33.007(2), Florida Administrative Code, "to minimize adverse impact to the beach/dune system, because the rigid pile foundation and slabs will increase localized scour and erosion within this area as it interacts with storm waves and surge resulting in a significant adverse impact to the beach/dune system." Pertinent to the aforesaid reasons for denial, Rule 16B-33.005(2), Florida Administrative Code, the "Department Policy Statement on Permits," provides: Seaward of the coastal construction control line . . ., special siting, structural and other design considerations are required: (a) for the protection of the beach-dune system; * * * (c) for the protection of adjacent properties. And, Rule 16B-33.007, Florida Administrative Code, the "Structural and Other Requirements Necessary for Permit Approval," provides: The proposed structure or other activity shall be located a sufficient distance landward of the beach-dune system to permit natural shoreline fluctuations and to preserve the dune stability and natural recovery following storm induced erosion . . . . All structures shall be designed so as to minimize any expected adverse impact on the beach-dune system or adjacent properties and structures and shall be designed consistent with Section 16B-33.005, Florida Administrative Code. Relevant to such rules, the proof demonstrates that the frontal dune on the subject property appears to have been leveled at an elevation of approximately +12.0 feet NGVD, and petitioners' home is located on top of the crest of the frontal dune. The seaward slope of the frontal dune begins at the seaward face of the house and slopes down to the beach. Approximately 12 feet seaward of the house is an existing retaining wall. The proposed pool will be sited immediately seaward of such wall and therefore on the seaward slope of the frontal dune. The proposed pool is a pile supported concrete swimming pool with exterior dimensions of 16.0' shore-normal by 35.7' shore-parallel, and a maximum depth of 8.0'. The foundation is specified to be auger-cast piles, which will penetrate to an elevation of -23.0' NGVD or 3' embedment where a rock layer is encountered. The elevation of the pool is proposed at +13.0' NGVD, with a bottom elevation of +4.0' NGVD. As designed and sited, construction of the pool would destabilize the dune, hinder its function of protecting upland development during a storm event, and adversely affect natural shoreline fluctuation and recovery following storm induced erosion. In this regard, the proof demonstrates that the location of the pool seaward of the existing retaining wall would interrupt the natural continuity of dune formation because sand would accumulate seaward of the pool in a less stable location and would impede the accumulation of sand on adjacent properties. Construction of the pool, as designed and sited, would also induce scour during the course of a storm event impacting the structure. Such storm- induced scour, in addition to erosion, would cause the loss of additional sand at the vicinity of the structure, robbing the beach-dune system of additional sand necessary to protect upland structures, and would also contribute to the potential failure of the structure itself and other upland structures. In this regard, the proof demonstrates that approximately 1,000 cubic yards of sand would be lost on petitioners' section of the beach in the event of a 10-year storm. Additionally, structure-induced scour of 77.5 cubic yards from the ten piles, 120.4 cubic yards from the pool shell, and 15.8 cubic yards from the "end effects" of the pool (the amount of structure-induced scour from the ends of the structure) might reasonably be anticipated in the event of a 10-year storm. If the pool were to be impacted by a higher frequency storm, such as a 20-year or a 100-year storm, scour and erosion would increase. 8/ As an additional basis for denial, the Department concluded that construction of the pool was not consistent with Section 161.053(5)(b), Florida Statutes, "because the structure would extend closer to the line of mean high water than a reasonably continuous and uniform construction line in the immediate contiguous or adjacent area." Here, the proof supports the Department's conclusion. As its final basis for denial, the Department concluded that construction of the pool was not consistent with Rule 16B-33.005(7), Florida Administrative Code, "because a number of similar structures sited at the same relative location on the seaward face of the dune will result in significant cumulative impact which will threaten the beach/dune system or its recovery potential following a major storm event." Pertinent to the aforesaid basis for denial, Rule 16B-33.005(7), Florida Administrative Code, provides: An individual structure or activity may not have an adverse impact on the beach or dune system at a specific site; however, a number of similar structures or activities along the coast may have a significant cumulative impact resulting in the general degradation of the beach or dune system along that segment of shoreline. The Department may not authorize any construction or activity whose cumulative impact will threaten the beach or dune system or its recovery potential following a major storm event . . . . Here, petitioners' project is expected to have significant adverse impacts to the beach-dune system as a consequence of its design and siting. Accordingly, the provisions of Rule 16B-33.005(7), Florida Administrative Code, are not relevant. Moreover, there was no proof concerning any similar structures along the coast, existing or proposed, that would contribute to or intensify the degradation of the beach-dune system occasioned by the proposed project. Accordingly, it cannot be concluded that cumulative impact is a relevant issue in these proceedings. While cumulative impact is not relevant to the pending application, the other reasons advanced by the Department for denial of the application have, as heretofore found, a rational basis in fact. Under such circumstances, petitioners have failed to demonstrate their entitlement to the subject permit.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that a final order be rendered denying petitioners' application to construct seaward of the CCCL. DONE AND ENTERED in Tallahassee, Leon County, Florida, this 22nd day of November 1993. WILLIAM J. KENDRICK 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 22nd day of November 1993.
The Issue The issue for determination at the final hearing was whether the Petitioner Blaha possessed the requisite standing to maintain this action and if so, whether the Applicant Aquarina Developments, Inc., established by a preponderance of the evidence entitlement to a permit from the Coastal Construction Control Line ("CCCL") which would authorize construction of the following: (1) twelve above-ground balconies extending five feet over the CCCL; (2) two roof overhangs extending approximately one foot over the CCCL; (3) two dune walkovers and four decks providing elevated beach access; and (4) a temporary fence extending no more than five feet beyond the CCCL. At the final hearing, the Respondent Aquarina Developments, Inc., (hereafter "Aquarina" or "Applicant") offered Respondent's Exhibits 1-16, which were admitted into evidence. Edward Fleis, Howard J. Teas, Bert Leltz and Ross Witham testified on behalf of the Respondents. Peter Pritchard, Rob Lee and Georges Blaha testified for the Petitioner. Additionally, public comment was taken as provided at Section 120.57(1)(b)(4), Florida Statutes. A Proposed Recommended Order has been submitted by the Respondent Aquarina Developments, Inc. To the extent that the proposed findings submitted by Respondent are not reflected in this Order, they are rejected as unsupported by the weight of credible evidence or as being immaterial to the results reached.
Findings Of Fact By application No. 775-020.61 filed on July 1, 1981, Respondent Aquarina requested a coastal construction permit for construction of portions of twelve cantilevered balconies, two roof overhang sections, a temporary construction fence, four elevated wooden decks, and two dune crossovers, all seaward of an established coastal construction control line ("CCCL") in Brevard County, Florida. The purpose of the proposed structures is to enhance utilization of the beach by residents of Aquarina's PUD located between the Atlantic Ocean and Mullet Creek, a tributary of the Indian River in South Brevard County, while at the same time inhibiting the deleterious effects of unrestrained pedestrian and vehicular access across the beach dune on the property. Respondent Aquarina's project is located on the barrier islands separated from the mainland by the Indian River, thirteen miles south of Melbourne and five miles north of Indian River County. Aquarina proposes to develop a condominium community approved as a PUD by Brevard County, with a projected population of 3,400 persons including 1,600 residential units, a commercial area, and 500 hotel rooms. The project includes at least two condo- mini urn buildings located entirely landward of the CCCL except for the following specific portions: Twelve cantilevered balconies ex- tending approximately five feet beyond the CCCL but not touching the ground; Two roof overhang sections extending approximately one foot beyond the CCCL; Two beach-dune walkover structures to be constructed a maximum of seventy- five feet seaward of the CCCL, which are to provide controlled beach access; Four elevated wooden observation decks constituting integral parts of the walkover structures; A temporary construction fence extending no more than five feet beyond the CCCL. On or about November 20, 1981, the Department indicated its intent to recommend to the Executive Director the issuance of the Applicant's coastal construction permit. After the granting of a requested extension of time, Petitioner Blaha filed objections and a Petition for the Initiation of Formal Proceedings under Section 120.57, Florida Statutes. The Petition raised three issues: Whether construction of the proposed minor structures seaward of the CCCT would harm sea turtles inhabiting the area at issue; Whether a new CCCL should have been set based on changing conditions in the area; Whether the additional shading caused by the proposed structures would harm the dune vegetation system. At the beginning of the hearing, the Hearing Officer heard argument and received evidence on the issues raised by the Motions to Dismiss filed by the Department and the Applicant. The Respondent's Motions raised three issues: Whether the Petitioner had standing to initiate this cause; Whether the alleged impact that the Applicant's proposed coastal construction would have on sea turtles lies within the jurisdiction of the Department and the Hearing Officer under Chapter 161 of the Florida Statutes; and Whether the exact configuration of the CCCL is a proper subject for consi- deration at a hearing challenging the proposed issuance of a coastal construction permit. Petitioner Blaha admitted that he did not live on the beach at issue and in fact lived on the west side of State Road A1A, three miles to the north of the Applicant's proposed project. The Petitioner stated that he was the Director of the Space Coast Branch of Friends of Animals, an environmental organization concerned about wildlife, although not representing the organization in this proceeding, and that he had a general interest in protecting the beach from erosion, a problem affecting everyone on the barrier island. In response to the argument that Petitioner Blaha had no special interest differing in kind from the interests of the general public, the Petitioner alleged that he runs on the beach and observes the sea turtles, arguing that this evinces a more than average interest in protecting the beach and its wildlife. The Hearing Officer also heard argument on whether the Department has jurisdiction to consider potential impacts on the nesting habitats of sea turtles from proposed coastal construction, under Chapter 161, Florida Statutes. Petitioner Blaha urged that although Section 161.053, Florida Statutes and the rules promulgated thereunder do not address sea turtles and their protection, the statute should be so interpreted. The Department responded that any jurisdiction it may have over sea turtles would be reposited in its Marine Resource Division, not in the permitting procedures for a coastal construction permit. In addition, federal laws protect endangered sea turtles, and the federal government has primary jurisdiction over the regulation of the nesting habitats of such sea turtles. Similarly, the Applicant and the Department pointed out that the Petitioner's criticism of the placement of the present CCCL falls outside the scope of a hearing on the issuance of a coastal construction permit, since Section 120.54, Florida Statutes provides for rulemaking proceedings for those attempting to change a rule established CCCL and Rule 16B-33.10, Florida Administrative Code, contains provisions for CCCL revisions or modifications on application of a riparian owner of property at or on the CCCL. Petitioner Blaha is not a riparian property owner and this was not a proceeding under Section 120.54, Florida Statutes. Respondent Aquarina established that it had taken and would continue to take all reasonable actions necessary to ensure the protection of sea turtles that inhabit the site through public relations campaigns and public advertisements to educate the public and especially the residents of the PUD and through architectural design efforts and dareful construction practices that will limit the impact of the proposed development on sea turtles and their nesting habitats. Moreover, to the extent that the development might have an impact on sea turtles, the source of the impact would not primarily be the structures at issue in these proceedings, but the buildings, parking lots, and other human habitation lying landward of the CCCL. The proposed temporary construction fence to be placed five feet beyond the CCCL will help conserve the dunes by limiting the potential impact of construction, and the Respondent Aquarina has agreed to restore that affected area to its natural state upon the completion of construction. Most importantly, the proposed dune crossovers will protect the dunes from the destruction that is occurring in the dunes to the north of the project and on the project site itself because of unrestrained pedestrian and vehicular traffic over and/or through the dunes and the accompanying destruction of dune vegetation in those areas. The dune crossovers are wooden walkways on raised pilings designed to have as little contact with the dunes as possible, with railings to restrain pedestrians from straying away from this direct access from the condominiums to the beach. The crossovers will make it unnecessary and undesirable for residents and visitors to create alternative foot paths through the heavy dune vegetation to the beach. Coupled with the educational program already being implemented by Aquarina, the dune crossovers should help to conserve the dunes. The Respondent Aquarina established that the incremental shading caused by the proposed roof overhangs extending about one foot beyond the CCCL and the cantilevered balconies extending approximately five feet beyond the CCCL would not significantly add to the shading from the buildings themselves, which lie entirely landward of the CCCL. The evidence showed that even the impact of the shading from the landward buildings would have no significant impact on the dune vegetation system or increase the rate of erosion or deterioration of the dune. See Rule 16B-33.02(23)(b), Florida Administrative Code. The additional impact from the minor structures for which the Respondent Aquarina seeks its permit should be minimal.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That the Respondent Department of Natural Resources, through its Executive Director, grant the requested construction control permit to the Applicant Aquarina Developments, Inc., subject to the conditions stated in the proposed permit (No. BE-80), the draft of which was attached to the Department's letter of November 20, 1981, notifying Petitioner Blaha of the Department's intent to issue the requested permit. DONE and ORDERED this 25th day of October, 1982, in Tallahassee, Florida. SHARYN L. SMITH, Hearing Officer Division of Administrative Hearings The Oakland Building 2009 ApA1Achee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 25th day of October, 1982. COPIES FURNISHED: Georges Blaha 280 Flamingo Drive Melbourne Beach, Florida 32951 Deborah A. Getzoff, Esquire Assistant Department Attorney Department of Natural Resources 3900 Commonwealth Boulevard Tallahassee, Florida 32303 Clifford A. Schulman, Esquire GREENBERG TRAURIG ASKEW HOFFMAN LIPOFF QUENTEL & WOLFF, P.A. 1401 Brickell Avenue Miami, Florida 33131 Henry Dean, Esquire General Counsel Department of Natural Resources 3900 Commonwealth Boulevard Tallahassee, Florida 32303 Elton Gissendanner, Executive Director Department of Natural Resources 3900 Commonwealth Building Tallahassee, Florida 32303
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.
Findings Of Fact The Problem: A Seawall In Danger of Collapse Applicant is an incorporated condominium association which owns the Gulf front property of Bonita Beach Club, a residential condominium located on the northern portion of a barrier island known as Little Hickory Island. The island is south of Fort Myers and part of Lee County. (Testimony of Truitt, Tackney; R-1.) Applicant's Gulf front property is protected by a 600-foot seawall; that seawall, exposed to wave and storm attack, is now in the beginning stages of failure. Applicant seeks a permit to place a revetment along the entire seaward face of the seawall "to help strengthen the seawall and stop the erosion at [its] . . . base . . . ." (R-1.) (Testimony of Truitt, Tackney, Sharma; R-1) The seawall shows evidence of profile lowering; sand has been scoured from its face, exposing 6 to 7 feet of wall above the sand line. Its face shows abrasions from buffeting by sand and sediment; its joints have begun to separate, allowing sand from behind the wall to leak through the cracks. Under high tide conditions, the seaward portions of the seawall are under water; under other tidal conditions there is no more than 6 to 7 feet of wetsand area between the base of the wall and the waterline. (Testimony of Truitt.) The present condition of the seawall is mainly due to two processes: the long-term shoreline migration of Little Hickory Island, and (2) profile steepening, scouring, and accelerated sand loss in the immediate vicinity of Applicant's seawall. There is a south-to-north longshore or littoral sand transport in the area off Little Hickory Island, a northward flowing "river of sand." This phenomenon has caused sand loss to beaches in front of and south of Applicant's property and sand accretion to the undeveloped northern beaches north of the island. The localized profile steepening and accelerating sand loss at Applicant's seawall is caused by waves hitting the vertical seawall, then rebounding-- causing removal of sand at the foot of the wall and steepening of the offshore profile. This localized sand loss and erosion has been aggravated by the original placement and alignment of Applicant's seawall. 7/ The seawall protrudes further seaward than adjacent seawalls or bulkheads. 8/ This protrusion, together with the wall's irregular shape, disrupts the otherwise straight shoreline and acts as a headland: an abutment which concentrates wave energy and longshore currents and causes accelerated erosion and sand loss in the immediate area. The effects of the northerly longshore drift and the localized sand loss have been dramatic: between 1974 and 1980 the sandy beach in front of Applicant's seawall has receded landward 50-60 feet. (Testimony of Truitt, Tackney, Sharma; P-1, P-2, P-3, P-4, 1-2, R-3, R-4, R-5, R-6, R-7.) In addition, the shoreline of Little Hickory Island is gradually and inexorably eroding. This is due to long-term backyard erosion, a natural )process by which barrier islands gradually migrate landward. (Testimony of Sharma, Tackney, Truitt.) II. Applicant's Solution: Place a Rock Revetment in Front of the Seawall In October, 1980, Applicant applied for a DNR permit to place a rock revetment along the existing seawall. By January, 1981, DNR's Bureau of Beaches and Shores determined that all of the documentation required by its rules 9/ had been submitted and the application was complete. Subsequently, the Applicant agreed to several design changes suggested by DNR and agreed to a permit condition requiring it to dedicate a travel easement to assure continued public access to beaches north of its property. As so modified, DNR proposes to issue the requested permit. (Testimony of Truitt; R-1, -R-11, R-12.) The proposed permit, with conditions, is contained in Respondent's Exhibits R-1, R-11, and R-12. 10/ The proposed shore protection structure is described as a rock toe-scour revetment to be placed along the seaward face of Applicant's existing seawall. The revetment extends 7 feet in the shore-normal direction and approximately 600 linear feet in the shore-parallel direction. It will consist of lime-rock boulders of various sizes stacked on top of each other. The top layer of rocks will be the largest, 75 percent of them weighing greater than 500 pounds. The rock revetment will rest on a layer of Filter-X mat to help stabilize the underlying sand. The revetment's elevation will range from 0.0 feet (NGVD) 11/ at the toe of the seawall to -0.5 feet (NGVD) at 7 feet seaward. Its slope will be no greater than 3 horizontal units to 1 vertical unit. The mean high waterline will intercept the revetment-seawall interface at a maximum elevation of approximately +1.5 feet (NGVD). (R-1, R-11, R-12.) III. The Effects of the Proposed Revetment The proposed revetment will fulfill its primary purpose: it will protect the Applicant's seawall by reducing the amount of sand that is scoured and removed from its face and it will add significant structural stability to the wall. It will provide these benefits because its sloping surface will intercept and dissipate waves which would otherwise hit and rebound off the vertical seawall. Because wave deflection energy will be lessened, steepening of the offshore profile will be reduced and accelerating longshore currents will be slowed. It will also protect the seawall against storm, but not hurricane, damage. (Testimony of Truitt, Tackney.) However, the proposed rock revetment will not stop the migration of sands from the southern to the northern reaches of Little Hickory Island; the northward flowing longshore currents will continue. Neither will the revetment protect Applicant's property against long-term background erosion; the entire island will continue its steady easterly retreat to the mainland. Scouring at the ends of the existing seawall will be reduced, but not eliminated. Eddy currents at the ends of the revetment will cause some localized scouring to take place. Wave and water action will take its toll on the revetment; it will require periodic repair and rebuilding in the years ahead. (Testimony of Sharma, Tackney, Truitt.) Although the testimony is conflicting, the weight of the evidence is that the proposed revetment will not adversely affect adjacent beaches and the offshore profile. 12/ While localized scouring will not be eliminated, the evidence indicates that the rates will be lessened--that the existing erosion problems will be mitigated, not aggravated. With reduced localized scouring, longshore currents will not accelerate, and the offshore profile will not deepen at increasing rates. The expert witnesses agreed that, at least for the short term, the proposed revetment will protect the existing seawall against at least three-year storm conditions. (Testimony of Tackney, Truitt, Sharma.) While the revetment will not accelerate or contribute to the erosion of adjacent lands, it will impair the public's use of the beaches in front of and to the north of the Applicant's seawall. Because the revetment will protrude 6 to 7 feet seaward from the seawall--intercepting the mean high waterline--the public will be precluded from traversing the beaches in front of Applicant's property. That narrow corridor of wet-sand beach now permits dry passage only during low tide. With placement of the rock revetment on that passageway, it will become impassable to most people who use the Little Hickory Island beaches. 13/ (Testimony of Sharma, Member of the Public.) Generally, rip-rap revetments, such as that proposed by Applicant, do not eliminate erosion or cause sand to accrete. Rather, they tend to increase erosion and escarping beyond that which would occur if a shoreline is left in its natural, unaltered condition. (Testimony of Sharma, Truitt, Tackney.) IV. DNR Coastal Construction Permits: Practice and Policy There may be alternatives to the proposed revetment which will not endanger the Applicant's upland structure or block the public's access to beaches in front of and north of Applicant's property. 14/ DNR does not require the consideration of shore protection alternatives when it processes coastal construction permit applications. Neither, in its view, is public access to adjacent beaches a matter of regulatory concern in this licensing process. 15/ At the staff level of DNR, the sole consideration is engineering design of the proposed structure: At the level of staff of the Bureau of Beaches and Shores there are no other con- siderations other than simply engineering judgments on the appropriateness or other considerations of the design. I have no idea what the governor and cabinet or exec- utive director may consider. (Tr. 170.) This view of the agency's duty helps explain why DNR has never denied an application to construct a shore protection revetment, although it has suggested design modifications, as was done in this case. (Testimony of Truitt.) V. Interests of Objectors to Proposed Revetment Project DNR requires applicants for coastal construction permits to provide a map showing the location of the proposed erosion control structure and the shoreline for at least 1,000 feet on each side. Applicants are also required to provide a list of the names and addresses from the latest county tax role of all riparian property owners within 1,000 feet. It is DNR practice, in accordance with its rule, Section 165-24.07, Florida Administrative Code, to mail notice of a proposed project to those riparian property owners. By rule, such interested persons or objectors to a proposed project have the right to appear and make their positions known to the Governor and Cabinet at the time the agency decision is made. Id. (Testimony of Truitt; R-1.) Petitioners, Casa Bonita I and II Condominium Associations, Inc., and Seascape Condominium I and II Associations, Inc., assert that the proposed revetment will adversely affect their rights as riparian owners, that it will cause erosion of their shorelines; they also allege that it will prejudice their recreational use of sovereignty lands--the public's beaches lying below the line of mean high water. Relative to the site of the proposed revetment, Casa Bonita I Condominium Association, Inc., lies 1,350 to 1,400 feet south; Casa Bonita II Condominium Association, Inc., 670 feet south; Seascape Condominium I and II Associations, Inc., lie immediately adjacent to the site. (Testimony of Tackney; R-1, R-14.) No evidence was presented to establish that intervenor Lee County is a riparian property owner within 1,000 feet of the proposed revetment. The Lee County Board of County Commissioners were, however, notified of the instant application and given an opportunity to object. The parties have submitted proposed findings of fact; to the extent such findings are incorporated in this Recommended order, they are adopted; otherwise they are rejected as irrelevant to the issues presented or unsupported by the preponderance of evidence.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED: That the application of Bonita Beach Club Condominium Association, Inc., for a coastal construction permit be GRANTED, subject to the agreed-upon conditions described above, including the dedication of a travel easement allowing the public to circumvent the 600-foot rock revetment. 21/ DONE AND RECOMMENDED this 16th day of October, 1981, in Tallahassee, Florida. R. L. CALEEN, JR. Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 Telephone: (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 16th day of October, 1981.
The Issue Petitioners challenged the Department of Environmental Protection's (Department) preliminary Final Order, alleging that Petitioners committed the "unauthorized clearing and destruction of dunes and dune vegetation for the purposes of constructing a roadway seaward of the coastal construction control line [(CCCL)] without benefit of a permit." The ultimate issue is whether the work Petitioners performed was seaward of the CCCL, and if it was, whether there was a violation of Amended Permit FR-563 and Section 161.053(2), Florida Statutes.
Findings Of Fact Parties Petitioner, Ben Withers, Inc., is a Florida corporation doing business in the State of Florida. Petitioner, Ben Withers, is the President and owner of Ben Withers, Inc., and a resident of Panacea, Florida. (Henceforth, Ben Withers and Ben Withers, Inc., are referred to collectively as "Mr. Withers," unless otherwise noted.) Mr. Withers is a licensed general contractor. The Department is the executive agency of the State of Florida operating pursuant to, among others, Chapter 161, Florida Statutes, and Chapter 62, Florida Administrative Code. Pursuant to Chapter 161, Florida Statutes, the Department administers the CCCL program for construction activities seaward of the CCCL. Coastal Construction Control Line Program The Department's Bureau of Beaches and Wetland Resources regulates construction and excavation activities seaward of the CCCL. The Department is responsible for determining and setting the CCCLs. The CCCL is a scientifically established line pursuant to Section 161.053, Florida Statutes. By definition, the CCCL "defines that portion of the beach-dune system subject to severe fluctuations based on a one-hundred-year storm surge, storm waves, or other predictable weather conditions." Rule 62B-33.002(13), Florida Administrative Code. Construction and excavation activity seaward of the CCCL is regulated by Section 161.053, Florida Statutes, and Rule 62B- 33, Florida Administrative Code. Mr. Withers admitted that he is aware of Department rules regarding beaches and coastal construction and is also aware that excavation seaward of the CCCL requires a permit unless it is otherwise exempt, and that he had this knowledge prior to the present case. Accessing the Pepper Project Site Under Amended Permit FR-563 Dog Island is a barrier island south of and about three miles off the coast of Franklin County, Florida. The island is approximately eight miles in length. There is no bridge to the island. The Pepper project site is on the far western end of the island. The Gulf of Mexico borders the island on the south and St. George Sound borders the island to the north. The most common way to access the Pepper site with any vehicle carrying equipment and materials, would be to use a boat or barge to a marina area (Tyson's Harbor) near the center of the island, or a private dock, and then traverse west down the middle of the island or down the beach itself, or a combination of the two. The Easy Street Easement is an easement area for a roadway running east and west through Dog Island. The parties agree that Easy Street and the Easy Street Easement are the same. The Easy Street Easement had been an unpaved roadway years before; part of the roadway was still visible in May 2001, and other parts had been covered with vegetation. There are portions of Easy Street and Easy Way east of the cul-de-sac which are visible roadways. See, e.g., Department Exhibit 13. Additionally, parts of Easy Street are seaward of the Department's CCCL (e.g., in the narrows area which is west of the cul-de-sac) and other parts are landward of the CCCL. See, e.g., Finding of Fact 29. Pursuant to its statutory duty, in 1996, the Department set the reference monuments R-158-R-160 for the CCCL on the west end of Dog Island. These monuments are in the narrows area of the island and run west to east. The CCCL is not visible on the ground. A surveyor is needed to locate the line. The alleged violation in this case was committed between R-158 and R-160, part of the narrows area. The Easy Street Easement on Dog Island runs both north and south from The Nature Conservancy cul-de-sac and then runs westerly to the west end of Dog Island. The CCCL Permits On October 21, 1999, the Department issued Permit FR-563 to Leonard Pepper, the property owner, for the construction of a single–family dwelling and for structures associated with the dwelling on the west end of Dog Island. Permit FR-563 contained Standard Permit Conditions that required in part: (1)(a) all construction or activity for which the permit was granted be carried out in accordance with the plans and specifications which were approved by the Department as a part of the permit; (1)(b) all construction or activity authorized under the permit shall be conducted using extreme care to prevent any adverse impacts to the beach and dune system; and (1)(g) existing beach and dune topography and vegetation shall not be disturbed except as expressly authorized in the permit. Permit FR-563 did not authorize the start of construction until a construction access plan to the Pepper project site was approved, in order to minimize impacts to the beach and dune system. On October 16, 2000, Amended Permit FR-563 was issued with a Notice to Proceed Withheld. The Amended Permit also contained Special Condition 1.5 which required the submittal and approval of "[a] construction access plan showing the route and timing for bringing equipment and materials to the site, in order to minimize impacts to the beach and dune system." The Department was concerned about the manner in which equipment and materials would be brought to the project site without causing further harm to the system. Amended Permit FR-563 did not expressly or implicitly authorize excavation or grading seaward of the CCCL in any area on Dog Island off of the project site and footprint of the house. In late 2000, Mr. Withers became involved with the Pepper project after Amended Permit FR-563 (with the Notice to Proceed Withheld) was issued on October 16, 2000. Part of Mr. Withers' job responsibility was to prepare and submit a construction access plan to the Department for approval. The Department does not normally require an access plan because most job sites are located in areas with established roads for ingress and egress. Here, there was no established road to and from the project site. The access plan was necessary in order to determine how Mr. Withers would transport equipment and materials to the Pepper project site on the west end of Dog Island due to the site's remote location and the absence of an established roadway to the site. Mr. Withers expected that materials and heavy equipment, including cranes, would be off-loaded at Tyson's Harbor, located approximately in the middle of Dog Island, and transported by vehicle to the project site along the access plan route. He expected to only transport pilings using the beach access route. On March 15, 2001, Mr. Withers submitted an access plan which described the route Mr. Withers would traverse by vehicle with construction equipment and materials. See Endnote 1. The Easy Street Easement starts at the east end of the island as an established roadway. Proceeding in a westerly direction, Easy Street comes to a dead-end at a cul-de-sac landward of the CCCL. The access plan authorized Mr. Withers to access the job site using part the Easy Street/Easy Street Easement (starting on the east end of the island) going north from The Nature Conservancy cul-de-sac, then heading in a westerly direction just south of the Ausley house (west of R-158 and just landward of the CCCL) and across the narrows area and continuing in a westerly direction along the northern shoreline and in southerly direction toward R-154. The access plan then authorized Mr. Withers to proceed in a westerly direction over the middle portion of the west-end of the island, then in a southerly direction toward the project site.1 The access plan showed a route both landward and seaward of the CCCL along the narrows area. See Department Exhibit 4- orange line then blue line after the orange circle on the west-end of the island. As described by Mr. McNeal of the Department, the access route is seaward, for the most part, of the CCCL from R-157 to R- 159 (running west to east) and landward of the CCCL east of R-159. The Department described the damaged area of 5,305.6 square feet (Department Exhibit 11A, insert "B") caused by Mr. Withers as east of R-159 and seaward of the CCCL and south of the access plan route. See also Finding of Fact 35. However, it appears that a portion of Easy Street, between R-159 and R-160, is seaward of the CCCL. Compare Department Exhibit 12 with Department Exhibits 4, 11A, and 13. During a pre-hearing deposition, Mr. Withers marked in pink the route he took through a portion of the narrows area which coincides with the portion of Easy Street between the approximate locations of R-159 and R-160, depicted on Department Exhibit 12. See Finding of Fact 43. (Mr. Withers had the Easy Street Easement staked prior to doing any work on Dog Island. See Findings of Fact 33-35.) The damaged area appears to coincide with this portion of Easy Street, and seaward of the CCCL. See Department Exhibit 11A. The access plan authorized Mr. Withers to drive (vehicular traffic) his equipment over the easement following the route depicted on the access plan until he arrived at the project site. See Endnote 1. The Department expected that travel along the access route would cause minimal and temporary damage or destruction to the topography, so the plan was considered acceptable. The access plan did not authorize excavation of a roadway within the route, including the narrows area, nor did it contemplate any other activity over or around a dune other than what might occur as a result of driving.2 The Department understood that Mr. Withers would be driving daily over the access plan route to the project site. The Department assumed that trucks would be used to transport equipment and materials. The Department did not differentiate among vehicles which could be used, including large trucks. On April 11, 2001, the Department issued a Notice to Proceed to Mr. Pepper to begin construction of his single-family dwelling in accordance with Amended Permit FR-563. The access plan is part of the Amended permit. Shortly after the Notice to Proceed was issued, The Nature Conservancy advised the Department of concerns it had with the access plan. As a result, on April 24, 2001, there was a meeting in Apalachicola, Florida, convened by the Department and attended by other interested governmental entities and private persons, including Mr. Withers. The purpose of the meeting was explore other possible ways and means of access by Mr. Withers to the Pepper project site.3 No resolution was reached during the meeting and the access plan previously approved by the Department remained effective. The previously issued Notice to Proceed was also in effect. The Violations Mr. Withers hired Kenneth Greenwood of Garlick Environmental Associates to perform a threatened/endangered species inspection, plant and animal, on an approximately 30-foot wide strip on the Easy Street Easement (approximately 1,800 feet) being utilized in Mr. Withers' access plan and within the narrows area. See Department Exhibit 13-yellow markings. On May 2, 2001, Mr. Greenwood performed the inspection within the easement that Mr. Withers had staked out by a land surveyor, approximately 15 feet on either side of the stakes. He found no threatened/endangered species. (The CCCL was not staked by Mr. Withers because, according to Mr. Withers, the Department did not ask him to locate the CCCL with stakes.) The access route depicted by Mr. McNeal in orange on Department Exhibit 4, which runs east of R-159, is similar to the description of the staked areas east of R-159, described by Mr. Greenwood and marked in yellow on Department Exhibit 13. See Findings of Fact 28-29. Both areas are landward of the CCCL. However, the 5,305.6 square foot damaged area is east of R-159 and is seaward of the CCCL. Mr. Greenwood described the area where he performed his investigation as being "relatively undisturbed," "relatively stable," having no vehicle tracks, and he stated that there were areas of bare sand as well as areas of "natural beach dune vegetation." He described the area as "relatively flat with some small amounts of mounding." The pictures taken by Mr. Greenwood within the staked easement on May 2, 2001, as part of his investigation, do not depict any vehicle tracks. After Mr. Greenwood completed his investigation on May 2, 2001, he observed Mr. Withers landward of the CCCL on a front-end loader and north of the cul-de-sac, proceeding west along the Easy Street Easement scraping off the top layer of soil and heading in a westward direction. Mr. Greenwood believed that the activity performed by Mr. Withers at this time was consistent with unpaved, road construction. According to Mr. Greenwood, the width of the scraped area appeared to be approximately the width of the bucket on Mr. Withers' front-end loader. Mr. Withers stated that he was doing minor grading landward of the CCCL with a John Deere 310-E front-end loader tractor when Mr. Greenwood was present on May 2, 2001. This tractor had a front bucket (approximately seven to eight feet wide) and a backhoe for excavating dirt on the back-end. Mr. Withers described the work which he performed when Mr. Greenwood was present as moving out and smoothing off the top of the sand landward of the CCCL in order for his equipment to get through. Mr. Withers also stated that he made areas in the easement seaward of the CCCL smooth by using the bottom of the bucket of his front-end loader to move sand around. Mr. Withers mentioned that he was very concerned that he needed to have the pathway he was utilizing in the access plan marked and smoothed off and fairly level. He believed the access plan authorized him to smooth off the areas on the access route. Mr. Withers stated that he had to have the access path level because he was bringing a self-propelled, 25-ton crane down the access path and they are top heavy and can get off balance, topple over, or get stuck. Mr. Withers described two types of work that he performed in the Easy Street Easement as: 1) clearing landward of the CCCL that required scooping and moving dirt, and 2) smoothing several areas seaward of the CCCL, just east of R-158 to around R- 160. An area of excavation damage seven feet seaward of the CCCL (beginning approximately 130 feet east of R-158) and an area 41 feet seaward of the CCCL (beginning at R-159, continuing east approximately 500 feet) are located within the area Mr. Withers stated he did some "smoothing off areas," again, east of R-158 and continuing east toward, but west, of R-160. Mr. Withers believed that Amended Permit FR-563 allowed him to use the Easy Street Easement in the access plan "to do . . . whatever was necessary and . . . needed to get [his] equipment, access [his] equipment down to the job site." He also admitted smoothing the areas. Mr. Withers also stated that Amended Permit FR-563 granted him permission to access the west end of Dog Island. Therefore, there was no need for him to locate the CCCL. Mr. Withers referred to the easement in the access plan as turning into a good pathway after he smoothed the areas. Mr. Withers stated that it was his "intention to gain access to the west end of Dog Island through a legal easement and an existing roadway" and that he wanted to utilize it. Mr. Withers testified "that he knew a lot of roads on Dog Island crossed seaward of the [CCCL]" in response to questioning whether he knew at the time of his performing work on the easement, whether or not the Easy Street Easement crossed seaward of the CCCL. He knew he was going to be traversing "fairly close" to the CCCL. Mr. Withers stated he did not knowingly violate the conditions of the Amended Permit. Mr. Withers was aware of the Department's permit requirements for work seaward of the CCCL when he performed his access work in the easement on Dog Island. However, Mr. Withers never had a survey done to figure out where the CCCL was located. Notice of the Alleged Violations Around May 2, 2001, the Department received a complaint that excavation was occurring seaward of the CCCL on Dog Island in the narrows area of the Easy Street Easement. On May 4, 2001, John A. Poppel, William Fokes, and Phil Sanders went to Dog Island on behalf of the Department to investigate the complaint of excavation in the narrows area seaward of the CCCL. On May 4, 2001, Mr. Poppel performed a survey of the narrows area and located the CCCL. He located monuments R-158- R-160. Department Exhibit 11. As a product of his survey, Mr. Poppel was able to depict the newly excavated roadway or pathway in relation to the CCCL. Mr. Poppel calculated that one area of damage was seven feet seaward of the CCCL and consisted of 503.8 square feet of damage and a second area of damage was 41 feet seaward of the CCCL and consisted of 5,305.6 square feet of damage. These square foot areas represent only the disturbed areas seaward of the CCCL, not the entire area between the CCCL and the Gulf of Mexico. Both areas of damage are within the area where Mr. Withers stated that he smoothed out the sand. As part of the May 4, 2001, investigation, William Fokes, an Engineer I with the Department, took photographs of the damaged areas and prepared an inspection report. Mr. Fokes' report indicates that an approximately 11-foot wide roadway or pathway had been cleared by excavation with the most seaward extent of the road being about 40 feet seaward of the CCCL. In addition, the report states that small dunes and beach vegetation had been destroyed. Mr. Fokes described the damage as excavation or grading done by some kind of machine, which cut and uprooted vegetation and pushed sand to the side as it leveled the ground. Mr. Fokes testified that the damage did not appear to be caused by merely traversing the area. Mr. Sanders, an engineer with the Department, processes CCCL permit applications and supervises Mr. Fokes, a field engineer. On May 4, 2001, Mr. Sanders observed the narrows area in question and confirmed that it looked like a "graded road" in that "[i]t appeared in the road bed that vegetation was gone and had been pushed out to the side, graded away," and that there was "excavation" seaward of the CCCL. Mr. Sanders stated that this activity did not comply with the approved access plan. On May 7, 2001, a Notice of Violation was issued to Mr. Withers for the "the unauthorized clearing and destruction of dunes and native vegetation for the purpose of constructing a roadway seaward of the coastal construction control line." Mr. Greenwood's photographs taken May 2, 2001, when compared with Mr. Fokes' photographs taken May 4, 2001, show that no discernable roadway or pathway was present landward or seaward of the CCCL in the narrows area at the time of Mr. Greenwood's inspection on May 2, 2001. This is evident when comparing Mr. Greenwood's photograph, Exhibit 15a, taken on May 2, 2001, with Department Exhibit 16g taken on May 4, 2001--the roadway or pathway present in the May 4, 2001, photo is absent in the May 2, 2001, photograph, and the vegetation has been removed from part of the area. Comparing Mr. Greenwood's photograph, Department Exhibit 15b, taken May 2, 2001, with Department Exhibits 16c and d, taken on May 4, 2001, also shows that the roadway or pathway was not present on the narrows portion of the Easy Street Easement at the time of Mr. Greenwood's inspection. The previously mentioned pictures, which were used for a comparison, were taken by two different people on separate dates, and from approximately the same locations. Also, Department Exhibit 16j was taken 250 feet east of R-159 and within the narrows area, facing east which shows clearing approximately 40 feet seaward of the CCCL. On May 14, 2001, at the request of the Department, Ken Jones, a principal engineer with Post Buckey et al., performed a damage assessment of the narrows portion of the Easy Street Easement which was seaward of the CCCL. Mr. Jones has a bachelor's degree in civil engineering and a master's degree in physical oceanography. Mr. Jones was familiar with the narrows area having been to Dog Island for recreation during the past 20 years and as a Dog Island property owner for the last three years. Mr. Jones described the narrows area as relatively flat and located between the St. George Sound to the north and the Gulf of Mexico beaches to the south. Between these two areas, the land is undulating sand and fairly consistent vegetation. At the time of Mr. Jones' damage assessment, he determined that a road had been cut through the vegetative portion of the dune of the narrows. Mr. Jones observed cut roots and a majority of the vegetation destroyed. Mr. Jones stated it appeared that the damage was caused by a vehicle with a blade on the front. The result was the road sat down in the sand approximately four to six inches. Mr. Jones stated that the work appeared to have been recent because distinct edges were still present. Mr. Jones took photographs and compiled an inspection report as part of his damage assessment. Mr. Jones testified that the damage "was pretty consistent from both landward and seaward of the [CCCL]." The pictures labeled Department Exhibits 18a1 and 18a2 depict a level pathway or roadway barren of vegetation seaward of the CCCL. Department Exhibit 18a4 is a photograph of a typical vegetated dune. Mr. Jones took this picture in order to have a general idea of what the vegetation coverage was in order to get an idea from a cost-estimating perspective. Mr. Jones's cost estimate for repairing the damage to the narrows area seaward of the CCCL, was approximately $7,500.00.4 Mr. Jones calculated the $7,500.00 by making an estimate of what it would cost to buy coastal vegetation, and by estimating what it would cost to employ laborers to hand rake the sand back into position and to plant the vegetation. Administrative Fine and Damages Jim Martinello, an environmental manager in charge of enforcement and compliance with the Bureau, used Mr. Jones' damage assessment estimate for informational purposes in assessing the damages amount for the narrows area. Mr. Martinello calculated the administrative fine and damages in accordance with Section 161.054, Florida Statues, and Rules 62B-54.002 and 62B-54.003, Florida Administrative Code. Rule 62B-54.002, Florida Administrative Code, provides that the Department shall assess fines for willful violations of, or refusing to comply with, for example, Section 161.053, Florida Statutes, and the fine should be sufficient to ensure immediate and continued compliance. In determining the actual fine within the range, the Department shall consider the offender's past violations, if any, and other aggravating or mitigating circumstances. Aggravating circumstances include prior knowledge of rules. Mitigating circumstances may be considered. Id. Mr. Withers had knowledge prior to the issuance of Amended Permit FR-563 of Department rules regarding permit requirements for construction activities seaward of the CCCL. On October 4, 1996, Mr. Withers, on behalf of Ben Withers Construction Company, was issued a warning letter for possible unauthorized construction seaward of the CCCL. This matter was resolved by entering into a consent order. On October 29, 1997, Mr. Withers, on behalf of Ben Withers Construction Company, was issued a warning letter for possible permit violation seaward of the CCCL. On November 13, 1997, Mr. Withers was issued a warning letter for possible unauthorized construction seaward of the CCCL. On October 27, 2000, Mr. Withers wrote a letter to Mr. McNeal indicating that he believed that the Easy Street Easement on Dog Island heading south from The Nature Conservancy cul-de- sac, then west to the west end of Dog Island, is landward of the CCCL and, therefore, no permit was necessary to reopen and use the easement, but he would have a surveyor establish the control line prior to work commencing. On November 7, 2000, Phil Sanders replied by letter to Mr. Withers' October 27, 2000 letter, in which Mr. Sanders reminded Mr. Withers of the pertinent rules and laws and suggested that Mr. Withers have the CCCL surveyed. On December 20, 2000, Mr. Martinello sent Mr. Withers an advisory letter informing him that the area he traversed (on July 2000) on the south route of the Easy Street Easement from the cul- de-sac on Dog Island was considered to be a dune as defined by Rule 62B-33.002, Florida Administrative Code. However, Mr. Martinello further advised that the Department did not take any action because "the traversing [did not] cause any substantial damage, it was minimal damage." In regard to the present case, it is more than a fair inference that Mr. Withers had specific knowledge of the CCCL and the Department's laws and rules, and that he knew excavation was not authorized seaward of the CCCL. The information in the prior Findings of Fact was used by the Department, and specifically Mr. Martinello, to determine that the harm to the beach resource or potential harm was major, and the administrative fine assessed was $7,500.00. However, part of Mr. Martinello's determination was predicated on Mr. Jones' assessment that the site one narrows violation was approximately 700 feet in length when, in fact, the area was approximately 500 feet in length, which explains in part the disparity between a 9,800 square foot area and the proven 5,305.6 square foot area. See Finding of Fact 78 and Endnote 4. Even the additional amount of damage of 503.8 square feet for the site two narrows area, when viewed in the aggregate, is significantly less than Mr. Jones' assessment of damages by square feet. (Mr. Martinello used the Jones' assessment as a guideline. Mr. Martinello says that the mistake did not alter his decision, although he was unaware of the mistake until the final hearing. He also says that Mr. Jones recommended a higher damage amount than the $5,000.00 assessed by the Department in its preliminary Final Order. He did--$7,500.00 for 9,800 square feet of damage.) Grossly negligent or knowing violations of statutes and Department rules regarding coastal construction seaward of the CCCL, which result "in harm to sovereignty lands seaward of mean high water or to beaches, shores, or coastal or beach-dune system(s), including animal, plant or aquatic life thereon," shall be considered in determining damages. Rule 62B-54.003(1), Florida Administrative Code. Rule 62B-54.003(2), Florida Administrative Code, provides that a damage amount greater than the minimum amounts may be assessed to ensure, immediate and continued compliance and the Department may consider, e.g., the need for restoration and the damaged ecological resource. The Department determined that the violation was knowing based on the factors mentioned above. The Department also considered the need for restoration and the damage to ecological resources and whether the amount would ensure immediate and continued compliance. Id. The Department determined that there was harm to the resource and that it was major and knowing. The Department proposed to assess the minimum damage amount of $5,000.00. On January 11, 2002, the Department entered a preliminary Final Order for the unauthorized grading and destruction of dunes and dune vegetation seaward of the control line for the purpose of constructing a roadway. The amount assessed in the Final Order was $12,500.00, $7,500.00 in administrative fines and $5,000.00 in damages, as described above. As noted, there has been harm to the beach area resource seaward of the CCCL and the Department proved the need for restoration and the damage to the ecological resource. In mitigation, Mr. Withers' construction access plan was approved by the Department. The Department knew that Mr. Withers intended to use the access route, which ran seaward of the CCCL from approximately R-157 to R-159 (except for a small portion between R-158 and R-159) in the narrows area; that Mr. Withers planned to transport equipment and materials by truck using the access route and necessarily would traverse seaward of the CCCL; and that he would continuously use the access route until the project was completed. The actual damaged area is less than originally determined by Mr. Jones, thus the need for restoration reduced. Mr. Jones, without the benefit of a survey, estimated the total cost to restore the damaged area of 9,800 square feet to be approximately $7,500.00. The total square feet of damage proven in this proceeding is 5,809.4 square feet in the narrows area and the Department is requesting $12,500.00 in fines and damages. Based on an approximate ratio of square feet and dollars needed to restore, a damage assessment in the amount of $4,500.00 is appropriate. Balancing the aggravating and mitigating circumstances, a fine of $3,500.00 is appropriate.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is recommended that a final order be rendered as follows: That a final order be issued adopting this Recommended Order; and Within 30 days of a final order being effective, Petitioners shall pay a fine of $3,500.00 and $4,500.00 in damages with the total amount of $8,000.00, to the Department of Environmental Protection. DONE AND ENTERED this 9th day of January, 2003, in Tallahassee, Leon County, Florida. CHARLES A. STAMPELOS Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, FL 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 9th day of January, 2003.
The Issue The issue to be determined in these consolidated cases is whether the U.S. Army Corps of Engineers (“Corps”) and the City of Sarasota (“City”) (sometimes referred to as “the Applicants”) are entitled to the proposed joint coastal permit, public easement, and sovereign submerged lands use authorization (referred to collectively as “the Permit”) from the Department of Environmental Protection (“DEP”) and the Trustees of the Internal Improvement Trust Fund to dredge sand from Big Sarasota Pass and its ebb shoal and place the sand on the shoreline of Lido Key.
Findings Of Fact The Parties Petitioner Siesta Key Association, Inc. is a Florida Not for Profit Corporation, with its principal place of business in Sarasota. The organization has approximately 1,425 members and represents the interests of those who use and enjoy Siesta Key’s beach and waters. A substantial number of its members have substantial interests in the use of the beach and adjacent waters. Petitioner Michael S. Holderness is a resident and property owner on Siesta Key. Mr. Holderness has substantial interests in the protection of his property and the use of the beach at Siesta Key and adjacent waters. Petitioner Save Our Siesta Sands 2, Inc. is a Florida Not For Profit Corporation, with its principal place of business in Sarasota. The organization has over 700 members and was formed in opposition to the current dredging proposal. A substantial number of its members have substantial interests in the use of the beach at Siesta Key and adjacent waters. Petitioners Peter van Roekens and Diane Erne are residents and property owners on Siesta Key. They have substantial interests in the protection of their properties and the use of the beach at Siesta Key and adjacent waters. Respondent City of Sarasota is an incorporated municipality in Sarasota County. It is a co-applicant for the Permit. Respondent Corps is the federal agency responsible for the Lido Key Hurricane and Storm Damage Reduction Project first authorized by Congress in 1970. Under this Project, the Corps has conducted periodic maintenance, inlet dredging, surveys, and bypassing to protect Lido Key’s shoreline. The Corps is a co-applicant for the Permit. Respondent DEP is the Florida agency having the power and duty to protect Florida’s air and water resources and to administer and enforce the provisions of chapters 161, 373, and 403, Florida Statutes, and rules promulgated thereunder in Titles 62 and 62B of the Florida Administrative Code, which pertain to the permitting of construction activities in the coastal zone and in surface waters of the state. DEP acts as staff to the Board of Trustees of the Internal Improvement Trust Fund. Intervenor Lido Key Residents Association is a Florida Not for Profit Corporation incorporated in 1980 and with its principal place of business in Sarasota. The organization represents the interests of regular users of Lido Key Beach. A substantial number of its members have substantial interests in the use of the beach at Lido Key and adjacent waters. The Project Area Lido Key is a 2.6-mile-long, manmade barrier island constructed in the 1920s, located on the Gulf of Mexico and within the City of Sarasota. North of Lido Key is New Pass, a navigation channel that separates Lido Key from Longboat Key. South of Lido Key is Big Sarasota Pass and the ebb shoal of the pass. Further south is Siesta Key, a natural barrier island. Sediment Transport In the project area, sand generally drifts along the various shorelines from north to south. There can be sand drift to the north during some storm events, currents, and tides, but the net sand drift is to the south. It is sometimes called “downdrift.” Whatever downdrift conditions existed 100 years ago, they were substantially modified by the creation of Lido Key. For decades, the shoreline of Lido Key has been eroding. Since 1964, the Corps has periodically dredged New Pass to renourish the shoreline of Lido Key. The City has also used offshore sand to renourish Lido Key. These renourishment projects have not prevented relatively rapid erosion of the shoreline. A 2.4-mile-long segment of the shoreline of Lido Key has been designated by DEP as “critically eroded.” The Big Sarasota Pass ebb shoal has been growing and now has a volume of about 23 million cubic yards (“cy”) of sand. The growth of the ebb shoal is attributable to the renourishment projects that have placed over a million cy of sand on Lido Key and Longboat Key. The growth of the ebb shoal has likely been a factor in the southward migration of the main ebb channel of Big Sarasota Pass, closer to the northern shoreline of Siesta Key. Most of the west-facing shoreline at Siesta Key has experienced significant accretion. It is unusually wide for a Florida beach. It was named the best (“#1”) beach in the United States by “Dr. Beach,” Dr. Steven Leatherman, for 2011 and 2017. The Project The federally-authorized Lido Key Hurricane and Storm Damage Reduction Project includes the use of New Pass as a supplemental sand source for renourishing Lido Key. However, the use of New Pass is the subject of separate DEP permitting. The project at issue in this proceeding only involves the renourishment of Lido Key and is named “Lido Key Beach Renourishment and Groins.” The Applicants conducted a study of the ebb shoal to determine whether it could be used as a permanent sand source to renourish Lido Key. The study consisted of an environmental feasibility study and an inlet management program for Big Sarasota Pass and New Pass with alternative solutions. The application for the Permit was a response to this study. The proposed sand source or borrow areas are three dredge “cuts.” Cuts B and D are within the ebb shoal. Cut C extends through the ebb shoal and partly into Big Sarasota Pass. Cut C generally follows an existing “flood marginal channel.” The sand from the cuts would be placed along the central and southern 1.6 miles of Lido Key to fill a beach “template.” The design width of the renourished beach would be 80 feet. The initial placement would be wider than 80 feet to account for erosion. The Permit would have a duration of 15 years. The Applicants’ intent is to initially place 950,000 cy of sand on Lido Key. After the initial renourishment, sand would be dredged from one or more of the three designated cuts about every five years to replace the sand that eroded away, and would probably be on the scale of about 500,000 cy. The numerical modeling of the proposed project assumed the removal of up to 1.3 million cy of sand from the three cuts. One of DEP’s witnesses testified that the Permit authorizes the removal of up to 1.732 million cy of sand. The record does not support that testimony. The Applicants did not model the effects of dredging 1.732 million cy of sand from the ebb shoal and pass. There is insufficient evidence in the record to support an authorization to remove more than 1.3 million cy of sand. Although the total volume of sand in the three cuts is 1.732 million cy, it is reasonable for the dimensions of the cuts and the proposed easement that is based on these dimensions to contain more material than is authorized to be removed, so as to provide a margin to account for less-than-perfect dredging operations. Therefore, it is found that the Permit authorizes up to 1.3 million cy of sand to be removed from the designated borrow areas. The findings of fact and conclusions of law in this Recommended Order that address the expected impacts of the proposed project are based on this finding. The Permit also authorizes the construction of two rubble mound groins at the southern end of Lido Key to stabilize the beach and lengthen the time between renourishment events. The groins are designed to be semi-permeable so that they “leak” sand. There are no seagrasses in the renourishment area and mostly scattered and thin patches of seagrass near the dredge cuts. The Permit requires mitigation for the potential direct impacts to 1.68 acres of seagrasses. To offset these impacts, the Applicants propose to create 2.9 acres of seagrass habitat. The seagrass habitat would be established at the Rookery at Perico Seagrass Mitigation Basin in Manatee County, about 16 miles north of Big Sarasota Pass. The Permit incorporates the recommendations of the Florida Fish and Wildlife Conservation Commission regarding protections for turtles, nesting shorebirds, and manatees. The Permit requires regular monitoring to assess the effects of the project, and requires appropriate modifications if the project does not meet performance expectations. Project Engineering The Corps’ engineering analysis involved three elements: evaluating the historical context and the human influences on the regional system, developing a sediment budget, and using numerical modeling to analyze erosion and accretion trends near the project site. A principal objective of the engineering design for the borrow areas, sand placement, and groins was to avoid adverse effects on downdrift, especially downdrift to Siesta Key. The Corps developed a sediment budget for the “no action” and post-project scenarios. A sediment budget is a tool used to account for the sediment entering and leaving a geographic study area. The sediment budgets developed by the Corps are based on sound science and they are reliable for the purposes for which they were used. The post-project sediment budget shows there would be minimal or no loss of sediment transport to Siesta Key. Petitioners did not prepare a sediment budget to support their theory of adverse impact to Siesta Key. Petitioners object to the engineering materials in the Permit application because they were not certified by a Florida registered professional engineer. DEP does not require a Florida professional engineer’s certification for engineering work submitted by the Corps. As explained in the Conclusions of Law, Florida cannot impose licensing conditions on federal engineers. Ebb Shoal Equilibrium Petitioners’ witness, Dr. Walton, developed a formula to estimate ebb shoal volume equilibrium, or the size that an ebb shoal will tend to reach and maintain, taking into account bathymetry, wave energy, tides, adjacent shorelines, and related factors. In an article entitled “Use of Outer Bars of Inlets as Sources of Beach Nourishment Material,” Dr. Walton calculated the ebb shoal equilibrium volume for the Big Sarasota Pass ebb shoal as between 6 and 10 million cy of sand. The ebb shoal has been growing and is now about 23 million cy of sand, which is well in excess of its probable equilibrium volume. The volume of sand proposed to be removed from the ebb shoal is only about six percent of the overall ebb shoal volume. Dr. Walton’s study of the use of ebb shoals as sand sources for renourishment projects supports the efficacy of the proposed project. Modeling Morphological Trends The Corps used a combined hydrodynamic and sediment transport computer model called the Coastal Modeling System, Version 4 (“CMS”) to analyze the probable effects of the proposed project. The CMS model was specifically developed to represent tidal inlet processes. It has been used by the Corps to analyze a number of coastal projects. Dr. Walton opined that the CMS model was inappropriate for analyzing this project because it is a two-dimensional model that is incapable of accounting for all types of currents and waves. However, a two-dimensional model is appropriate for a shallow and well-mixed system like Big Sarasota Pass. Dr. Walton’s lack of experience with the CMS model and with any three-dimensional sediment transport model reduced the weight of his testimony on this point. Petitioners contend that the CMS model was not properly calibrated or verified. Calibration involves adjustments to a model so that its predictions are in line with known conditions. Verification is the test of a model’s ability to predict a different set of known conditions. For calibrating the hydrodynamic portion of the model, the Corps used measurements of water levels and currents collected in 2006. The model showed a 90-percent correlation with water surface elevation and 87-percent correlation to velocity. Dr. Walton believes a model should exhibit a 95-percent correlation for calibration. However, that opinion is not generally accepted in the modeling community. Model verification, as described by Dr. Walton, is generally desirable for all types of modeling, but not always practical for some types of modeling. A second set of field data is not always available or practical to produce for a verification step. In this case, there was only one set of sea floor elevations available for verification of the CMS model. It is the practice of DEP in the permitting process to accept and consider sediment transport modeling results that have not been verified in the manner described by Dr. Walton. The Corps described a second calibration of the CMS model, or “test of model skill,” as an evaluation of how well the CMS model’s sediment transport predictions (morphological changes) compared to Light Detection and Ranging (“LIDAR”) data collected in 2004. The CMS model successfully reproduced the patterns of erosion and sediment deposition within the area of focus. Petitioners’ expert, Dr. Luther, testified that, over the model domain, the CMS model predictions differed substantially from LIDAR data and believes the discrepancies between the model’s predictions and the LIDAR data make the model’s predictions unreliable. Modeling sediment transport is a relatively new tool for evaluating the potential impacts of a beach renourishment project. Renourishment projects have been planned, permitted, and carried out for decades without the use of sediment transport models. Now, modeling is being used to add information to the decision-making process. The modeling does not replace other information, such as historical data, surveys, and sediment budgets, which were heretofore used without modeling to make permit decisions. Sediment transport is a complex process involving many highly variable influences. It is difficult to predict where all the grains of sand will go. Sediment transport modeling has not advanced to the point which allows it to predict with precision the topography of the sea floor at thousands of LIDAR points. However, the CMS model is still useful to coastal engineers for describing expected trends of accretion and erosion in areas of interest. This was demonstrated by the model’s accurate replication of known features of the Big Sarasota Pass and ebb shoal, such as the flood marginal channels and the bypassing bars. The CMS model’s ability to predict morphological trends assisted the Applicants and DEP to compare the expected impacts associated with alternative borrow locations on the ebb shoal and pass, wave characteristics, and sediment transport pathways. Together with other data and analyses, the results of the CMS model support a finding that the proposed dredging and renourishment would not cause significant adverse impacts. The Applicants extensively analyzed sediment transport pathways and the effects of alternative borrow areas on sediment transport to Siesta Key. Petitioners’ hypothesis is not supported by engineering studies of equivalent weight. The more persuasive evidence indicates that sediment transport to downdrift beaches would not be reduced and might even be increased because sediment now locked in the ebb shoal would reenter the sediment transport pathways. In addition, the proposed dredging may halt the southward migration of the main ebb channel of Big Sarasota Pass, and thereby reduce erosive forces on the interior shoreline of north Siesta Key. Wave Energy Petitioners assert that the proposed dredging would result in increased wave energy on Siesta Key because the diminished ebb shoal would no longer serve as a natural buffer against wave energy from storms. They conducted no studies or calculations to support this assertion. Because the proposed dredging would remove a small percentage of the total ebb shoal volume, the ebb shoal would remain a protective barrier for Siesta Key. Wave energy reaching the shorelines along Big Sarasota Pass or within Sarasota Bay would continue to be substantially reduced by the ebb shoal. The predicted increase in wave energy that would occur as a result of the project could increase the choppiness of waters, but would not materially increase the potential for wave-related erosion. Petitioners conducted no studies and made no calculations of their own to support their allegation that the project would significantly increase the potential for damage to property or structures on Siesta Key due to increased wave energy. To the extent that Petitioners’ expert coastal engineer opined otherwise, it was an educated guess and insufficient to rebut the Applicants’ prima facie case on the subject of wave energy. Groins Petitioners contend that the two proposed groins would adversely impact the beaches of Siesta Key because the groins would capture sand that would otherwise drift south and benefit Siesta Key. However, the preponderance of the evidence shows the groins would not extend into or obstruct the sand “stream” waterward of the renourished beach. The historic use of groins to capture downdrift resulted in adverse impacts to adjacent beaches. However, the use of groins in conjunction with beach renourishment to stabilize a renourished beach and without obstructing downdrift is an accepted practice in coastal engineering. The proposed groins would not obstruct longshore sediment transport and, therefore, would not interfere with downdrift to Siesta Key. Public Interest - General Section 373.414(1) requires an applicant to provide reasonable assurance that state water quality standards will not be violated, and reasonable assurance that a proposed activity is not contrary to the public interest. However, if the proposed activity significantly degrades or is within an Outstanding Florida Water (“OFW”), the applicant must provide reasonable assurance that the proposed activity will be clearly in the public interest. Sarasota Bay, including Big Sarasota Pass and portions of Lido Key, have been designated as an OFW. Therefore, the Applicants must demonstrate that the proposed project is clearly in the public interest. In determining whether an activity is clearly in the public interest, section 373.414(1)(a) requires DEP to consider and balance seven factors: Whether the activity will adversely affect the public health, safety, or welfare or the property of others; Whether the activity will adversely affect the conservation of fish and wildlife, including endangered or threatened species, or their habitats; Whether the activity will adversely affect navigation or the flow of water or cause harmful erosion or shoaling; Whether the activity will adversely affect the fishing or recreational values or marine productivity in the vicinity of the activity; Whether the activity will be of a temporary or permanent nature; Whether the activity will adversely affect or will enhance significant historical and archaeological resources under the provisions of section 267.061; and The current condition and relative value of functions being performed by areas affected by the proposed activity. DEP determined that the project is clearly in the public interest because it would improve public safety by providing protection to Lido Key upland structures from storm damage and flooding, protect and enhance wildlife habitat, and provide beach-related recreational opportunities; and it would create these public benefits without causing adverse impacts. Public Interest - Safety Petitioners contend that the proposed project would adversely affect public health, safety, welfare, or the property of others because it would interrupt downdrift and substantially reduce the storm protection provided by the ebb shoal. As found above, the preponderance of the evidence does not support this contention. Public Interest - Conservation of Fish and Wildlife Petitioners contend that the proposed project would adversely affect the conservation of fish and wildlife, including endangered or threatened species. The Permit application materials provided evidence that the proposed project would have no effects, or only minimal temporary effects, on water quality, temperature, salinity, nutrients, turbidity, habitat, and other environmental factors. That was sufficient as a prima facie showing that the project would not adversely affect the conservation of fish and wildlife because, if environmental factors are not changed, it logically follows that there should be no adverse impacts to fish and wildlife. Therefore, as explained in the Conclusions of Law, the burden shifted to Petitioners to present evidence to show that adverse effects to fish and wildlife would occur. It was not enough for Petitioners to simply contend that certain fish species were not adequately addressed in the application materials. With the exception of Dr. Gilmore’s field investigation related to the spotted seatrout, Petitioners conducted no studies or field work of their own to support their allegations of adverse impacts to fish and wildlife. Dr. Gilmore discovered that spotted seatrout were spawning in Big Sarasota Pass. Such spawning sites are not common, are used repeatedly, and are important to the conservation of the species. Spotted seatrout spawn from April through September. The record does not show that the Florida Fish and Wildlife Conservation Commission, the U.S. Fish and Wildlife Service, or the National Marine Fisheries Service were aware that Big Sarasota Pass was a spawning area for spotted seatrout, or considered this fact when commenting on the project. The spotted seatrout is not a threatened or endangered species, but DEP is required to consider and prevent adverse impacts to non-listed fish species, as well as recreational fishing and marine productivity. If the proposed project would destroy a spotted seatrout spawning area, that is a strong negative in the balancing of public interest factors. The Applicants do not propose mitigation for adverse impacts to spotted seatrout spawning. Seagrass sites close to the spawning area are used by post-larval spotted seatrout for refuge. The likely seagrass nursery sites for seatrout spawning in Big Sarasota Pass are depicted in SOSS2 Exhibit 77. The proposed seagrass mitigation at the Perico Rookery Seagrass Mitigation Basin, over 16 miles away, would not offset a loss of this refuge function because it is not suitable as a refuge for post-larval spotted seatrout. The spawning season for spotted seatrout occurs during the same months as turtle nesting season, and DEP argued that the turtle protection conditions in the Permit to limit lighting and prohibit nighttime work, would also prevent adverse impacts to the spotted seatrout. However, spotted seatrout spawning is also threatened by turbidity and sedimentation in the spawning area and adjacent seagrasses. The spotted seatrout spawning area is in the area where dredge Cut B is located. If Cut B were dredged during the spawning season, it would likely disrupt or destroy the spawning site. Reasonable assurance that the proposed project would not disrupt or destroy the spawning site requires that Cut B not be dredged during the spawning season. Seagrasses that are likely to provide refuge to post- larval seatrout are near the most eastern 1,200 feet of Cut C. Reasonable assurance that the proposed project would not disrupt or destroy the refuge function requires that the most eastern 1,200 feet of cut C not be dredged during the spawning season. In summary, the proposed project would adversely affect the conservation of fish and wildlife unless dredging was restricted during the spotted seatrout spawning season, as described above. Public Interest – Navigation, Flow of Water, and Erosion Petitioners contend that the proposed project would adversely affect navigation, the flow of water, and would cause harmful erosion to Siesta Key, but Petitioners conducted no studies or calculations to support this assertion. The preponderance of the evidence shows that no such adverse impacts would occur. Public Interest – Recreational Values Petitioners contend that the proposed project would adversely affect fisheries and associated recreation because of harm to spotted seatrout and other fish species. As found above, the preponderance of the evidence shows the project would adversely affect the spotted seatrout, an important recreational fish species, unless dredging was restricted during the spawning season. Public Interest - Value of Functions Petitioners contend that the proposed project would adversely affect the current condition and relative value of functions being performed by areas affected by the proposed project because dynamic inlet system would be disrupted. As found above, the preponderance of the evidence shows the project would not adversely affect the coastal system. However, it would adversely affect the spotted seatrout spawning and refuge functions provided by Big Sarasota Pass unless dredging was restricted during the spawning season. Mitigation If a balancing of the public interest factors in section 373.414(1)(a) results in a determination that a proposed project is not in the public interest, section 373.414(1)(b) provides that DEP must consider mitigation offered to offset the adverse impacts. Although the Perico Rookery at Seagrass Mitigation Basin is within the OFW and the same drainage basin, it does not fully offset the adverse impacts likely to be caused by the proposed project. The mitigation would not offset the loss of spotted seatrout spawning and refuge functions. The mitigation for the loss of spotted seatrout spawning and refuge functions is unnecessary if the impacts are avoided by restricting dredging during the spawning season as described above. Design Modifications Petitioners contend that the Applicants did not evaluate the alternative of taking sand from offshore borrow areas for the renourishment. The record shows otherwise. Furthermore, as explained in the Conclusions of Law, the Applicants were not required to address design modifications other than alternative locations for taking sand from the ebb shoal and Big Sarasota Pass. Consistency with the Coastal Zone Management Program Petitioners contend that DEP failed to properly review the Permit for consistency with the Florida Coastal Zone Management Program (“FCZMP”), because DEP failed to obtain an affirmative statement from Sarasota County that the proposed project is consistent with the Sarasota County Comprehensive Plan. The State Clearinghouse is an office within DEP that coordinates the review of coastal permit applications by numerous agencies for consistency with the FCZMP. It is the practice of the State Clearinghouse to treat a lack of comment by an agency as a determination of consistency by the agency. With respect to this particular project, the State Clearinghouse provided a copy of the joint coastal permit application to the Southwest Florida Regional Planning Council (“SWFRPC”) for comments regarding consistency with local government comprehensive plans. SWFRPC submitted no comments. In a letter dated June 26, 2015, the State Clearinghouse reported to the Corps that “at this stage, the proposed federal action is consistent with the [FCZMP].” In a written “peer review” of the proposed project produced by the Sarasota Environmental Planning Department in October 2015, some concerns were expressed, but no mention was made of inconsistency with the Sarasota County Comprehensive Plan. Sarasota County sent a letter to DEP, dated August 24, 2016, in which it requested that the Corps prepare an Environmental Impact Statement (“EIS”) for the project. Sarasota County did not indicate in its letter to DEP that the proposed project is inconsistent with any policy of the Sarasota County Comprehensive Plan. Petitioners assert that the proposed project would be inconsistent with an environmental policy of the Sarasota County Comprehensive Plan that Petitioners interpret as prohibiting the proposed dredging. The record contains no evidence that Sarasota County believes the proposed project is inconsistent with this particular policy or any other policy of its comprehensive plan.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that DEP issue a final order approving the proposed agency actions, but only if the joint coastal permit is modified to prohibit dredging operations in Cut B and the most eastern 1,200 feet of Cut C during April through September. If this modification is not made, it is recommended that the proposed agency actions be DENIED; and The joint coastal permit be modified to clarify that it authorizes the removal of up to 1.3 million cy of sand. DONE AND ENTERED this 8th day of May, 2018, in Tallahassee, Leon County, Florida. S BRAM D. E. CANTER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 8th day of May, 2018. COPIES FURNISHED: Kirk Sanders White, Esquire Florida Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 (eServed) Kent Safriet, Esquire Hopping Green & Sams, P.A. Post Office Box 6526 Tallahassee, Florida 32314 (eServed) Alexandrea Davis Shaw, Esquire City of Sarasota Room 100A 1565 1st Street Sarasota, Florida 34236 John R. Herin, Jr., Esquire Gray Robinson, P.A. Suite 1000 401 East Las Olas Boulevard Fort Lauderdale, Florida 33301 (eServed) Eric P. Summa U.S. Army Corps of Engineers Post Office Box 4970 Jacksonville, Florida 32232 Martha Collins, Esquire Collins Law Group 1110 North Florida Avenue Tampa, Florida 33602 (eServed) Thomas W. Reese, Esquire 2951 61st Avenue South St. Petersburg, Florida 33712-4539 (eServed) Richard Green, Esquire Lewis, Longman & Walker, P.A. Suite 501-S 100 Second Avenue South St. Petersburg, Florida 33701 (eServed) Kevin S. Hennessy, Esquire Lewis, Longman & Walker, P.A. Suite 501-S 100 Second Avenue South St. Petersburg, Florida 33701 (eServed) Christopher Lambert, Esquire United States Army Corps of Engineers 701 San Marco Boulevard Jacksonville, Florida 32207 (eServed) Lea Crandall, Agency Clerk Department of Environmental Protection Douglas Building, Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 (eServed) Noah Valenstein, Secretary Department of Environmental Protection Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 (eServed) Robert A. Williams, General Counsel Department of Environmental Protection Legal Department, Suite 1051-J Douglas Building, Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 (eServed)
The Issue The issues for determination at final hearing were (1) whether Petitioner's coastal construction Permit No. 86-155PB, authorizing Petitioner to construct and temporarily maintain an experimental reef structure seaward of the DuPont residence in West Palm Beach, Palm Beach County, Florida, should be extended under Special Permit Condition 10 of the Permit and (2) whether the experimental reef structure should be removed pursuant to Special Permit Conditions 3 and 12 of the Permit.
Findings Of Fact On April 6, 1987, American Coastal Engineering, on behalf of Willis H. DuPont (Petitioner) and Florida Atlantic University's Department of Ocean Engineering, was granted coastal construction Permit NO. 86-155PB 3/ (Permit) by the Department of Natural Resources (Respondent). 4/ The Permit authorized Petitioner to construct and temporarily maintain an experimental reef structure seaward of the DuPont residence in West Palm Beach, Florida. The experimental reef structure, referred to as a prefabricated erosion prevention reef (PEP reef), is a 550 foot submerged breakwater which was constructed using prefabricated concrete segments, placed end-to-end underwater in the nearshore area. The purpose of the PEP reef is to reduce erosion of the beach landward of the structure. The PEP reef was installed on May 5, 1988. Special conditions were placed on the Permit, to which Petitioner agreed. The special conditions in pertinent part provide: The permittee shall adjust, alter or remove any structure or other physical evidence of the work or activity permitted, as directed by the Executive Director, if in the opinion of the Executive Director, the structure, work or activity in question results in damage to surrounding property or otherwise proves to be undersirable or becomes unnecessary. Adjustment, alteration, or removal required under this provision, shall be accomplished by the permittee at no cost to the State of Florida. * * * 10. The proposed submerged breakwater shall be removed within two years following installation of the experimental structure unless determined by the staff to remain in place for an extended period of time. This determination shall be based on a staff evaluation of the monitoring data, existing statutory regulations, and the feasibility of the project in concurrence with the beach management plan at that time. The experimental structure shall only remain in place after two years upon written approval from the Executive Director indicating an extension has been granted. * * * 12. The Executive Director may order removal of the experimental structure as soon as the shoreline along any portion of the area required to be nourished under Special Permit Condition 6 erodes up to or landward of the pre-nourished beach profile indicating a complete loss of the nourished beach material from that location and accretion at another location within the area to be monitored. Petitioner requested an extension of the Permit. On July 10, 1991, Respondent issued a final order denying an extension of the Permit, pursuant to Special Permit Condition 10, and directing the Petitioner to remove the PEP reef pursuant to Special Permit Conditions 3 and 12. An extension of the Permit beyond the two years following installation of the PEP reef, according to Special Permit Condition 10, is based upon three factors: (1) an evaluation by Respondent's staff of monitoring data gathered by Petitioner, (2) statutory regulations existing at the time of the extension request, and (3) the feasibility of the project in concurrence with the beach management plan existing at the time of the extension request. Although Petitioner's monitoring data addressed the question whether the PEP reef was performing its function, it did not address existing statutory regulations or the project's feasibility in concurrence with the current beach management plan. 5/ Petitioner's monitoring data was collected over a two-year period with surveys being performed through March 1990: March 1988 (preconstruction), May 1988 (post-construction), August 1988, December 1988, February 1989, April 1989, July 1989, November 1989, and March 1990. The data was collected along 17 profile stations: seven stations were located within or immediately adjacent to the boundaries of the PEP reef, and five to the north and five to the south of the PEP reef. The data indicated that the PEP reef was an experiment and approved by Respondent as an experiment. As a conclusion, Petitioner indicates that the PEP reef is functioning for the purpose it was designed in that it is providing a benefit to the beach. Respondent disagreed with Petitioner's conclusion. For one, Respondent disagreed with the method of analysis used by Petitioner to analyze the data because Petitioner's analysis failed to filter out seasonal effects. This procedure brought into play the first of the three factors in Special Permit Condition 10 which was used for denial of the Permit extension. Petitioner's monitoring data was utilized and analyzed by Respondent. Using the data gathered, Respondent created profile plots which are cross sectional depictions of the shoreline profiles and which displayed changes to the shoreline occurring during the survey period. Respondent used a shoreline change analysis in determining the PEP reef's effect on the shoreline in its vicinity. The analysis focused on the net change in the shoreline, i.e., the net change in the location of the mean high water line, factoring out the seasonal variations which occur along the coast by comparing profile plots from the same time of year taken during the two-year monitoring period. The shoreline change analysis indicated that in the vicinity of the PEP reef the shoreline showed irregular periods of both accretion and erosion. However, the shoreline did not reflect the typical pattern that was expected with a functioning breakwater. To the contrary, the irregular periods of accretion and erosion and the irregular configuration of the shoreline indicated that factors other than the PEP reef were affecting the shoreline. One such intervening factor was attributed to the large number of existing shoreline structures called groins which are scattered throughout the area. Groins are structures intended to stabilize the shoreline by blocking the down drift movement of sand, thereby altering the natural coastal processes. The monitoring data shows that, in terms of accretion or erosion, the PEP reef produced no recognizable influence on the shoreline in its vicinity. As to the second factor in Special Permit Condition 10, at the time the Permit was granted in 1988, no regulations specifically applicable to experimental structures existed. However, in 1989 a provision specifically addressing the permitting of experimental structures became law. /6 The provision provides that the "intent" of the Florida Legislature is to "encourage the development of new and innovative methods for dealing with the coastal shoreline erosion problem," and that, in authorizing the "construction of pilot projects using alternative coastal shoreline erosion control methods," the Respondent must determine, among other things, that "the proposed project site is properly suited for analysis of the results of the proposed activity." Groins in the PEP reef area alter the natural coastal processes and, therefore, play a significant role in the analysis of the shoreline processes. The effect of the groins affected the Respondent's ability to determine the effectiveness of the experimental structure. As a result, the Respondent was unable to make a determination in accordance with the legislative mandate. As to the third factor in Special Permit Condition 10, Petitioner presented no evidence addressing this factor. Petitioner has failed to show that the experimental structure, the PEP reef, has satisfied Special Permit Condition 10. It has failed to show that the intended purpose of the PEP reef has been accomplished, i.e., that the PEP reef is effective or beneficial. In denying Petitioner's request for an extension of the Permit, Respondent directed removal of the PEP reef pursuant to Special Permit Conditions 3 and 12. Special Permit Condition 3 provides for removal, alteration or adjustment of the PEP reef if it "proves to be undersirable or becomes unnecessary." The construction of the PEP reef consisted of, among other things, the placing of individual reef units end-to-end. To alert boaters to the location of the PEP reef, a buoy was placed at each end of the structure. The stability of the PEP reef is questionable. In 1989 a storm dislodged the individual units. In an effort to prevent sliding, Petitioner attempted to realign the units to their original position and added more weight to the units. Despite Petitioner's efforts to stabilize the structure, the PEP reef has experienced continued movement. Furthermore, because of the continued movement, boaters' safety would be compromised in that the buoys would be ineffective in warning them of the location of any units which may be dislodged. Also, the additional weight to the units could cause the individual units to settle, potentially affecting the performance of the PEP reef, and could induce erosional scour around the structure itself. Special Permit Condition 12 provides for removal when "the shoreline along any portion of the area required to be nourished . . . erodes up to or landward of the pre-nourished beach profile indicating a complete loss of the nourished beach material from that location and accretion at another location." The shoreline analysis showed that the shoreline in many portions of the nourished area eroded landward of the pre-nourished beach profile. The mean high water line had positioned landward of its pre-project location. Petitioner has failed to show that the PEP reef does not fall within the conditions of Special Permit Conditions 3 and 12. Federally protected and endangered marine species have attached themselves to and/or now reside in the PEP reef, complicating the removal of the PEP reef. In order not to disturb or disrupt this marine life, Respondent has expressed a desire in relocating the structure to a position further offshore.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Natural Resources 7/ enter a final order DENYING an extension of Permit No. 86-155PB. DONE AND ORDERED in Tallahassee, Leon County, Florida, this 21st day of April 1994. ERROL H. POWELL Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 21st day of April 1994.
