Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, as well as the Hearing Officer's view of the project site, the following relevant facts re found: Respondent Sunset Realty Corporation initially applied to the Department of Environmental Regulation on March 2, 1979, for a permit to place 54,600 cubic yards of fill adjacent to Three Sisters Island and waterward of the mean high water line in Charlotte Harbor in order to construct a causeway and a sixty-foot bridge from Boca Grande Isles to Three Sisters Island. The applicant Sunset was notified on May 3, 1979, that adverse comments on the project had been received due to its impact upon biological resources. DER suggested that the application be modified by bridging the entire submerged area to alleviate biological and hydrographic concerns. On June 21, 1979, the respondent Sunset filed a revised application which reduced the volume of fill from 54,600 cubic yards to 25,000 cubic yards and extended the bridge from sixty feet to ninety feet long. The Department of Environmental Regulation forwarded to Lee County a summary of the Department's biological and hydrographic report. Additional information was not requested by the County. On October 31, 1979, the Lee County Commission considered the information made available to them from the Department and passed a resolution giving their approval to the first revision of the project by respondent Sunset. Finding that the applicant had not provided reasonable assurance that immediate and long-term impacts of the project would not result in violation of state water quality standards for Class II waters, the Department of Environmental Regulation issued its Intent to Deny Sunset's permit application on March 24, 1980. After a biological and hydrographic study of the project area, Sunset filed a second revision to its project on June 30, 1980. This revised application requested a permit for 10,000 cubic yards of fill and a 120-foot long bridge. In addition, this revision contained plans to install groins at the south end of Three Sisters Island and on Boca Grande Isles, to place riprap along the face of the fill, to remove and relocate existing oyster bars, to maintain turbidity barriers around the project during construction, and to direct stormwater run-off from the concrete bridge to an upland retention area on Three Sisters Island. It was also stipulated by respondent Sunset at the hearing that it would agree, as a condition of the permit, to replant mangrove vegetation along the shoreline of Three Sisters Island. On July 18, 1980, the Department of Environmental Regulation issued a Letter of Intent to Issue the applicant a permit for the revised project. The Department of Environmental Regulation did not seek reapproval of the revised project from the Lee County Commission because the scope and impact of the revised project were substantially reduced. It is not the policy of DER to request a new local approval for reduced projects. All property within the project boundary including submerged lands to be filled is held in fee simple by respondent Sunset. The waters affected by the proposed project are Class II waters, but are unclassified by the Department of Natural Resources as to shellfish harvesting. The nearest Class II waters which thus far have been approved for commercial shellfish harvesting are located approximately one and a half miles north of the project site. The proposed project would involve the destruction and elimination of approximately one acre of productive marine bottoms. The area has an abundance of grass beds and organisms that constitute a viable marine nursery and habitat. The area is not considered a spawning ground for any significant commercial or sport fish species. While the project will eliminate one acre of shallow water and productive bottom resources, the project should have no permanent effect upon the quality of the remaining surrounding waters. Three different species of mangroves vegetate the shoreline and the project would entail the removal of approximately 2/10 acre of mangroves. As indicated above, the applicant has agreed to insert a condition in the permit to revegetate mangroves around the site. The project will also entail the removal of one or two oyster bars. Live oysters can be removed and relocated by the use of floating cages. Relocation of the oysters to the riprapping and bridge pilings should increase their productivity. While the proposed fill will eliminate a wading bird habitat, birds will not otherwise be affected except during the construction of the project. The area around Three Sisters Island is an excellent fishing ground for line and net fishing for trout, red fish, mullet and sheepshead. Concern was expressed by commercial fishermen at the hearing that the bridge would obstruct net fishing, that the construction of the bridge would drive the fish away temporarily and that the fish, being creatures of habit, would not come back. The 120-foot bridge itself would have a minor effect of approximately 2% upon the restriction of flow in the area. A flow resistance is presently caused by the channel itself, a sharp bend in the channel that occurs at a constriction or spit, and the spit itself. The spit severely restricts flow and the channel needs to be enlarged. The remedial measure proposed is to place groins on the spit and on Boca Grande Isles across the spit. This will gradually enlarge the opening and reduce constriction. The placement of groins could provide a 40% increase in flow through the channel, and the increased circulation will improve the overall system. The two groins proposed are 40 feet and 80 feet in length. The groins will intercept the transport of sand and the pass will thereby be enlarged. The groins will be visible to boaters in shallow water and will not be a significant hazard to navigation. Three Sisters Island is a fifteen acre island to be utilized by Sunset Realty Corp. for residential development. Employees of DER who testified at the hearing were not aware of DER ever permitting filling in Class II waters for the purpose of aiding a private development or use. Other regulatory agencies providing comments on the proposed project after its first revision recommended that all fill be deleted from the project plans and that the bridge be constructed so as to span the entire submerged lands and shoreline wetlands. These agencies included the United States Department of the Interior, the Department of the Army, the Florida Game and Fresh Water Fish Commission, the United States Department of Commerce and the United States Environmental Protection Agency. With the exception of Durbin Tabb and Richard Lotspeich, both of whom felt that the destruction of one acre of bottom resources would not be significant to the total system, all other experts in marine biology who testified at the hearing felt that spanning the entire area with a bridge and eliminating the fill would provide a viable alternative to the permanent elimination of wetlands and shorelands. The petitioner Gasparilla Island Conservation and Improvement Association, Inc. is a non-profit, tax exempt corporation which was incorporated in 1971. The qualification for membership is the ownership of real property on Gasparilla Island. Approximately 700 property owners on Gasparilla Island are eligible to be members of GICIA. The actual membership is approximately 446. Twenty-two members own property on Boca Grande Isles, the subdivision closest to Three Sisters Island. Among the purposes of the GICIA are the promotion of Land, water and wildlife conservation uses and purposes in the Gasparilla Island area in Lee County and Charlotte County, Florida, including the preservation of ecology of the area, the protection of fish and shellfish breeding areas, the preservation of wildlife, and the promotion of anti-pollution measures. Members of the association use the proposed project area for recreational boating, commercial fishing, shellfish gathering, swimming, fishing and enjoyment of the natural flora, fauna and wildlife. Association members will be adversely affected by the destruction of grasslands, mangroves and oyster beds. The Organized Fishermen of Florida, Inc. (O.F.F.) is a non-profit corporation with chapters throughout the State of Florida. Its purposes include the protection of the fishing industry of Florida and the promotion and sponsorship of conservation. Some members of O.F.F. regularly fish in the Three Sisters Island area that would be impacted by the proposed project. No evidence was presented at the hearing that the State Board of Directors of O.F.F. officially sanctioned witnesses to appear on behalf of the incorporated Organized Fishermen of Florida. No evidence was presented at the hearing as to the standing or substantial interest of the Florida Division of the Izaak Walton League or Eugene C. Enlow, both listed as Petitioners in the "Amendment of Petition for Formal Hearing." Petitioner Freemen Boynton is the owner of a residence located on Lot No. 98 on Boca Grande Isles. The proposed access bridge and groins are to be constructed on Lots No. 99 and 100 which are contiguous to Mr. Boynton's lot. The groin on Lot No. 99 could cause sand and other debris to accumulate upon Mr. Boynton's riparian property. Petitioner Boynton uses his home on Boca Grande Isles about two and one-half months per year and fishes along the shore, collects oysters, conch and shells and engages in bird watching. He is a member of the Gasparilla Island Conservation and Improvement Association, Inc., and he feels that the proposed project would remove some of the recreational aspects of his property and Three Sisters Island. Petitioner Ralph Cole is 71 years old and has been a commercial fisherman in the Charlotte Harbor area since the age of 12. He fishes the Three Sisters Island area every week. He feels that the area is an excellent fishing ground and that the proposed bridge would be in the way of striking a net.
Recommendation Based upon the findings and fact and conclusions of law recited herein, it is RECOMMENDED that the application of Sunset Realty Corporation for a permit be DENIED insofar as it includes the deposition of 10,000 cubic yards of fill in Class II waters. Respectfully submitted and entered this 24th day of February, 1981, in Tallahassee, Florida. DIANE D. TREMOR Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 24th day of February, 1981. COPIES FURNISHED: Joseph W. Landers, Jr. Ausley, McMullen, McGehee, Carothers and Proctor Post Office Box 391 Tallahassee, Florida 32302 Charles G. Batsel Wotitzky, Wotitzky, Johnson, Mandell and Batsel 201 W. Marion Drive Punta Gorda, Florida 33950 Robert M. Rhodes and Terry E. Lewis Messer, Rhodes, Vickers and Hart Post Office Box 1976 Tallahassee, Florida 32302 Lester E. Durst Farr, Farr, Haymans, Moseley and Emrick Post Office Box 635 Punta Gorda, Florida 33950 Victoria Tschinkel, Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 H. Ray Allen Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301
Findings Of Fact Vroom acquired an existing, incomplete condominium project of 96 units on the ocean side of U.S. Highway #1 at mile marker, 83.2, Islamorada, Florida. The project, now called Beacon Reef, is to be finished as a luxury facility with complete recreational facilities, including those for water-oriented sports. In February, 1980, Vroom filed a short-form application with DER for a permit to construct a private 425 foot x 6 foot pier for the condominium with four-finger piers on "T" sections, ranging in length from 335 feet to 240 feet, spaced 55 feet apart, and install 97 pilings, a maximum 450 feet seaward so as to provide one boat slip for each unit. The old existing dock will be removed (DER #3). A subsequent revision (DER #4) aligned the proposed pier with the one of Petitioner, who owns the property adjacent to the south. Following DER's appraisal (DER #1 and #2) and Vroom's agreement to use a small boat and motor to move the construction barge (DER #6), DER noticed its intent to issue the permit on May 19, 1980 on the finding that, pursuant to Sections 253.123 and 403.087, Florida Statutes, and Section 17-4.07, Florida Administrative Code, "the project will not adversely impact navigation, marine resources, nor water quality, providing the following stipulations are met: Construction shall not be initiated until Department of Natural Resources' approval is received. Construction barge shall be maneuvered in position with a small fifteen foot boat with a small 50 hp or less outboard motor. There shall be no fuel nor sewage pump-out facilities. No live-aboards shall be permitted. A day marker shall be placed approximately 30 feet waterward of each end of the outward "T" section to define and mitigate destruction of adjacent shallow water areas. Vroom accepted these restrictions and at the hearing, further agreed to place channel markers from the pier to the closest navigable point about 1/2 mile away so as to eliminate one of the concerns of the South Florida Regional Planning Council (DER #7). DER's two environmental specialists' testimony and appraisal concluded that the construction and use of the pier would not adversely impact on the water quality or biological resources nor interfere with navigation. The substrata is generally hard rock with scattered turtle grass and cuban shoal- weed found seaward as the water depth increases. This type of bottom is called "flats" as it is shallow with a uniform or gradually-sloping bottom; it is the typical feeding ground for one of the popular sports fish called Bonefish. Although these fish are easily frightened by the noise of a boat engine, the record does not reveal that this is harmful to the fish. The Petitioner speculated, surmised or opined that the use of the pier would damage or have an adverse impact on the water quality and marine resources, and interfere with navigation. However, beyond the allegations, no evidence was presented in support of these contentions.
Recommendation Upon the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Department of Environmental Regulation grant the application of Vroom International, Inc. to build a pier in connection with its Beacon Reef Condominium, Islamorada, Florida, subject to the restrictions stated in the intent to issue, together with the requirement that markers be installed and maintained on either side of a channel connecting the pier and the closest and best navigable waters. DONE and ENTERED this 16th day of October, 1980, in Tallahassee, Florida. HAROLD E. SMITHERS Division of Administrative Hearings 101 Collins Building Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 16th day of October, 1980. COPIES FURNISHED: Richard H.M. Swann, Esq. GASTON, SNOW, ET AL. 2809 Ponce de Leon Boulevard Suite 550 Coral Gables, FL 33134 H. Ray Allen, Esq. Assistant General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, FL 32301 Fred Tittle, Esq. Post Office Drawer 535 Tavernier, FL 33070 Vroom International, Inc. c/o John P. Wilson Upper Keys Marine Construction Box 18AAA Key Largo, FL 33037 =================================================================
Findings Of Fact Petitioner Melvin J. Laney is the owner of Rodriguez Key which is located approximately one and one-half miles from Key Largo, Florida, in the Atlantic Ocean. The island consists of about 170 acres and is undeveloped. It is approximately 9/10 of a mile long and 3/10 of a mile wide. By application, dated July 31, 1978, Petitioner requested a permit from Respondent Department of Environmental Regulation (DER) to conduct specified activities incident to the establishment of a primate breeding and research farm. The proposed activities included the construction of a floating pier, filling a sunken barge which is located 100 feet from the shoreline with coral rock and riprap, constructing two buildings on stilts on the east end of the island, clearing some 8.9 acres of black mangroves to provide trails for the placement and servicing of cages, installation of prepackaged waste treatment units, and temporary cages. (Testimony of Petitioner, Exhibits 1,8) DER's South Florida branch office personnel reviewed the application and issued an intent to deny the requested permit by letter of March 8, 1979, for the reason that Petitioner had failed to obtain local approval required pursuant to Section 253.124,. F.S., and that violations of State water quality standards could be expected by the proposed project. Further, the notice noted that the project would result in adverse effects to marine productivity and wildlife population contrary to the public interest under Chapter 253. Petitioner thereupon requested a hearing. (Petition, Exhibit 6,8) Petitioner plans to bring rhesus, squirrel, and other research primates into the State for the purpose of establishing a breeding and research farm on Rodriguez Key. The primates would be owned by sponsors who would pay Petitioner to provide housing, care and associated services. The project is designed to meet the needs of researchers for the testing of vaccines and other scientific purposes. There is currently a shortage of primates in this country due to a 1978 embargo on the export of such animals by the government of India who had previously been the primary supplier of research primates. (Testimony of Petitioner, Darrow, Exhibit l) Petitioner intends to fill a partly sunken barge near the northeast shoreline with boulders and riprap, cover it with a concrete floor, and construct a floating pier approximately 130 feet long between the shore and the barge for off-loading of supplies and equipment. The project contemplates the construction of an animal care house and a residence, both to be placed on stilts which will each contain a maximum of 10,000 square feet of space. No filling or dredging is planned for either structure. This is a modification from the original permit application which called for some 3,000 cubic yards of fill at the building site. At the western end of the island, Petitioner plans to install 16 rows of prefabricated cages with 64 cages per row, which represents a total area of approximately 12.48 acres. About 4.16 acres of that area will be cleared or otherwise disrupted to place and connect the cage rows. The cages will be secured and there is little likelihood that the animals will escape. Under a current permit from the Fresh Water Game and Fish Commission, the holding cages must be constructed to withstand hurricanes, surge and wind, and provide adequate protection for the animals during such storms. They must also meet or exceed minimum pen specifications established by the Commission. The permit submitted in evidence expired on June 30, 1981. The cages will be prefabricated and placed on metal pilings which are attached to underground rock. There will be troughs located underneath a grate floor for animal wastes which will be collected and pumped to a sewage disposal system. In order to take supplies, materials, and animals to and from the cage area, Petitioner intends to clear a 20-foot wide perimeter "trail" around the island which would be attached at both ends by lateral similar trails. The total distance of the trails is approximately 9,000 feet. The need for a perimeter trail is to deliver materials on one side of the island, service the animals, and then leave by a different route for the purpose of transporting employees, ill animals, or transporting of any animal that might affect the control area for testing and conducting vaccine research. The perimeter trails are designed to be no closer than 75 feet from a red mangrove fringe border around the island. For transportation purposes, it is proposed to use gasoline powered "all terrain" wheeled vehicles which will traverse the trails along two parallel two-inch diameter cables suspended horizontally 36 to 48 inches above the ground level. The cables will be attached to concrete anchors consisting of four inch by four inch steel tubes which are placed at 100 foot intervals along the trails. The tubes will be either hand-driven into subsurface rock several inches or driven by means of a portable pile driver. The tubes will additionally be supported by a concrete block "dead man" attached to a 5/8-inch cable on either side of the tubes and placed underground. Turning platforms would be placed at trail intersections on top of the cable road so that a vehicle could drive upon the platform and execute a turn to a connecting cable road. The low pressure tread vehicles used to traverse the roads will be equipped with shoes or flanges on the inside of the tire rims to securely ride on the pretensioned cables. They will also have low pressure pneumatic tires. The vehicles will also be used in interior areas where mangroves are not present. They will ride on the ground or upon metal plates. These areas are covered with about 9,000 square feet of batis (saltwort) cover which eventually will be killed by vehicle use. Batis is important for sediment stabilization and its removal can cause siltation problems in waters surrounding the island. The need for a 20-foot swath for the cable road is explained by the fact that transport of the 17-foot cages must be accomplished by placing them sideways on the transporting vehicles in order to install and periodically provide service, repair or replacement. A soil study made in representative areas of Rodriguez Key except the west end shows that coral rock exists at levels of approximately 11 to 15 feet below the ground surface, thus necessitating the use of pilings for support purposes rather than shallow footings. Although no soil borings were taken at the west end of the island, the soil expert is of the opinion that the borings reflect general rock characteristics of the entire island. Petitioner's civil engineer who designed the current cable road system prepared several alternative methods of construction, and is of the opinion that suspension of the cables at a height of 15 feet instead of three to four feet as currently planned would be feasible except for cage servicing purposes. A further alternative that was proposed by Petitioner's engineer expert is to place the cages at the east end of the island and utilize a boardwalk constructed of an eight-foot wide precast concrete slab walkway as a boardwalk for positioning of the cages. Six inch by six inch timber posts would be driven to the hardrock layer for a minimum of ten feet to anchor the Platform. The engineer testified that this alternative would be cost effective if used in lieu of the cable road. Respondent's Environmental Specialist testified that such a modification to concentrate the project on the east end of the island would be recommended because it would eliminate the cable road and its adverse environmental consequences Rodriguez Key is almost completely vegetated by mangroves with a red mangrove fringe around the perimeter and black mangroves on the higher interior areas. Some of the red mangroves are 100 to 150 feet in height and the black mangroves range from 20 to 40 feet high. In the east center of the island is an open area of batis, and red mangroves are located in the center and west end of the island. White mangroves are also present in the south side of the island. Throughout the island, there are watermarks on trunks and prop roots ranging from four inches to six inches, and an abundant growth of brown algae. Such algae requires regular submergence to exist. No significant forms of wildlife are present on the island. Batis is a submerged species which is important for sediment stabilization. In order to clear the 20-foot wide trails with cable suspensions as low as 36 inches above ground, it will be necessary to prune or cut back a large number of mangroves to that height. However, the prop roots of the red mangroves extend above six feet in some areas. If the trees and roots are cut to a three-foot height, it is unlikely that they would survive. Red mangroves produce leaf detritus which forms a part of the food chain for marine life. Such trees are island stabilizers which provide filtration and uptake of nutrients associated with runoff and intertidal waters. The waters surrounding the island are categorized as Class III waters under State regulations. The presence of brown algae on prop roots is evidence that the island is regularly inundated to some degree. Turtle grass, which is an indicator of regular tidal flushing, is in abundance on the flats waterward of the island but not found in the interior. During a visit to the Rodriguez Key in 1981, DER personnel observed standing water across the entire island to a depth of from one inch to one foot at high tide. (Testimony of Carroll, Key, Helbling, Exhibits 6, 8) Thirteen public witnesses testified at the hearing, including residents, landowners, and representatives of housing developments in the Key Largo area. They were uniformly opposed to the proposed project for a variety of reasons. Primarily, they fear that the presence of primates on the island a short distance away from Key Largo will produce excessive noise, odor, and water pollution in the adjacent waters which are used for recreation. Additionally, some are of the opinion that their property values will decrease as a result of the activity. A District Naturalist employed by the Department of Natural Resources at the nearby Coral Reef State Park testified that her agency opposes the proposed activity due to concern that it will cause degradation of water quality in the surrounding waters and that increased boat traffic could damage the shallow coral reef beds which lie near the State park. There is also general apprehension among the nearby residents that a hurricane could destroy any facilities on Rodriguez Key and cause damage to their property. A petition signed by a large number of Key Largo residents reflects their opposition to Petitioner's use of Rodriguez Key as a primate breeding and research facility. (Testimony of public witnesses (Hearing Officer's Exhibit 2) Exhibits 9-10) There probably would be no odor problem connected with the presence of monkeys on Rodriguez Key if the cages are regularly cleaned and fecal waste is disposed of according to sanitary methods. Although primates are inclined to vocalize at feeding time or when strangers appear, they do not screech at great length and the presence of trees and other foliage would modify the sound. (Testimony of Darrow)
Recommendation That the application of Petitioner Melvin J. Laney, as modified in the above Conclusions of Law, be approved and that a permit authorizing the requested activities be issued pursuant to Chapter 403, F.S., together with water quality certification under PL-500, subject to standard conditions reasonably necessary for prevention of pollution. DONE and ENTERED this 14th day of September, 1981, in Tallahassee, Florida. THOMAS C. OLDHAM Hearing Officer Division of Administrative Hearings 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 14th day of September, 1981. COPIES FURNISHED: Ross A. McVoy, Esquire Madigan, Parker, Gatlin, Swedmark and Skelding Post Office Box 669 Tallahassee, Florida 32302 Ray Allen, Esquire Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 Honorable Victoria Tschinkel Secretary, Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 =================================================================
Findings Of Fact The following findings are based on the uncontested facts alleged in Petitioner's Motion For Summary Recommended Order and from the Final Orders issued in Bayshore Homeowners Association v. Department of Environmental Regulation and Grove Isle, Inc., Case Nos. 79-2186, 79-2324 and 79-2354. On December 29, 1980 DER entered a Final Order on the application of Petitioner for a 90 slip marina in Biscayne Bay, Florida. The Order denied the permit because Grove Isle had not demonstrated that the project is "affirmatively in the public interest" and because the applicant had not demonstrated that it "can meet ambient water quality standards within the project area itself." In the Recommended Order on Remand the Hearing Officer had defined "existing ambient waters" to be the area in the cove between Grove Isle and the Miami mainland. The Final Order rejected that concept and held if any waters others than those contained within the immediate project site were to be considered as ambient, Petitioner must request a mixing zone as part of its application. See Section 17-4.242, (1)(a)2.b. and Section 17-4.244, Florida Administrative Code. By a letter received at the Department of Environmental Regulation on May 20, 1981, Grove Isle reapplied for the boat dock permit which was the subject of the foregoing proceedings. Petitioner's application, which was in the form of a letter from counsel, stated: May 18, 1981 Mr. Larry O'Donnell Department of Environmental Regulation Post Office Box 3858 West Palm Beach, Florida 33402 RE: GROVE ISLE - Application for Boat Dock Dear Mr. O'Donnell: On behalf of Grove Isle, LTD, I am reapplying for the boat dock permit previously applied for by Grove Isle, LTD. Please consider this a short-form application. Your office designated a previous file number, DF 13-7956, to this matter. In conjunction with that application I am applying for a mixing zone, pursuant to Rule 17-4.244, for both the construction and operation of this marina. Please refer to your file on the previous application and incorporate said documents into this reapplication. I am submitting with this application: A scale drawing (one inch = 100') of the proposed facility. (which you have) A certified survey of the proposed mixing zone. (one inch = 100') An application fee of $20.00 A copy of the Final Order issued by Jacob D. Varn, former secretary of DER, on the previous application. A copy of the Notice of Intent previously issued for this project, dated 9/23/79. (which you have) As you will note from reading Mr. Varn's Final Order, he concluded that issuance of this permit was not appropriate inasmuch as the applicant had not applied for nor received a designated mixing zone. We do not necessarily agree with this order and have, in fact, appealed this decision to the First District Court of Appeal. However, in an attempt to keep this matter from becoming any more complicated, we have decided to reapply for the permit and to apply for a mixing zone. We do not concede that a mixing zone should be required for this project or that the facility will result in the release of any pollutants so as to significantly degrade ambient water quality. However, should this project, through its construction or operation, result in the release of any pollutants, I believe they would be limited to: Bottom sediments placed in suspension by the installation of the concrete piles used to support the docking facility during construction; Minimal amounts of oil and grease which may escape from the various vessels moored to the docks; The constituants of anti-fouling paint which may be applied to the hulls of the various vessels moored at the docks. Turbidity will be controlled by the use of curtains during construction. If lowered water quality occurs at all in this project it would only occur within the designated mixing zone, as per Rule 17-4.242 (2)(b) F.A.C. Please advise me should additional information be needed to process this re-application. Yours truly, /s/ KENNETH G. OERTEL On June 19, 1981, DER sent a "completeness summary letter" to Petitioner which requested the following information: Your project is in Outstanding Florida Waters. Please provide the following items demonstrating compliance with Section 17-4.242, Florida Administrative Code. Please demonstrate that this project is clearly in the public interest and that this project will not result in the degradation of ambient water quality beyond the 30 day construction period. Petitioner responded by letter dated June 22, 1981 and which was received at DER on June 25, 1981. Petitioner said in pertinent part: Dear Mr. Duke: If you would check your previous file no. DF-13-7956, I believe you will find all the information you have requested has previously been provided to your office either in that permit file or through the administrative hearings held in pursuit of this application. I think it would be more fruitful if you would communicate with Al Clark, Attorney for DER, with regard to the status of this application. As I do not wish to speak on behalf of Mr. Clark, I believe you should confirm the status of this application with him, particularly in view of our attempt to comply with Secretary Varn's Final Order which suggests the application for this mixing zone. The record reflects no further correspondence between the parties until September 23, 1981 when the Department entered a Final Order Denying Application for Permit. The Order provided that: This project was reviewed previously (DF 13-7956) and was determined not to be clearly in the public interest pursuant to Section 17-4.242, F.A.C. No further evidence upon resubmittal, has been provided to clearly demonstrate that this project is in the public interest. Furthermore, the requested mixing zone exceeds that allowable pursuant to Section 17-4.244, F.A.C. and can be applied only during the construction period, pursuant to Section 17-4.242, F.A.C. During the operation of this facility ambient water quality is expected to be degraded in violation of Section 17-4.242, F.A.C. This order was entered ninety-one days after DER received Petitioner's June 22, 1981 letter.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That the Department of Environmental Regulation issue the permit applied for by Petitioner, Grove Isle, Ltd. on May 20, 1981 subject to the conditions contained in the Notice of Intent To Issue Permit dated October 23, 1979 which is a part of the record in Bayshore Homeowners Association et al., v. State of Florida Department of Environmental Regulation and Grove Isle, Inc., Case Nos. 79-2186, 79-2324 and 79-2354. DONE and RECOMMENDED this 12th day of February, 1982, in Tallahassee, Florida. MICHAEL P. DODSON 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 12th day of February, 1982.
Findings Of Fact Based on the oral and documentary evidence presented at the hearing, my observation of the witnesses and the entire record compiled herein, I make the following findings of fact: On November 17, 1988, Petitioner filed an application with Respondent, Department of Environmental Regulation (DER) for a permit to fill submerged areas waterward of the mean high water line abutting certain property Petitioner owns on Big Pine Key. Petitioner also proposed to place a riprap revetment over seagrass in the submerged area, and pilings for a stilted structure in the submerged areas. Petitioner purchased the lot in question on September 8, 1988. There is no habitable structure currently on the property and Petitioner wishes to build a cottage on the lot. The intended purpose of the filling is to enlarge the existing lot so that Petitioner will have adequate area to build a cottage upon, and to stop any erosion that might be occurring. The area to be filled is within the Florida Keys Special Waters, and is classified as Outstanding Florida Water by the Department of Environmental Regulation pursuant to Rule 17.3041(4)(b), Florida Administrative Code. The area is located within the National Key Deer Wildlife Refuge. The area proposed to be filled is further classified as Class III Waters. Although Petitioner contends that he is simply trying to reclaim a portion of his lot which has eroded, the evidence of erosion was very slight and only found in a small area where the property adjoins the vertical seawall of the adjacent property. This particular section is very different from the rest of the shoreline. There is not much vegetation in this area. Aerial photography taken of the property in 1959 and 1972 demonstrates that there has been not been a significant change in the size of the lot in the last thirty years. This conclusion is supported by the physical evidence at the property site. Petitioner has not affirmatively demonstrated that vegetative stabilization would not prevent any erosion that might be occurring. Along the shoreline of the area to be filled are buttonwoods and sea daisy and mangrove seedlings. The submerged area proposed to be filled is very diverse and productive. It includes seagrasses, several types of algae, several macroinvertibrates, and forage fish. The area to be filled is currently very healthy and there are no signs of heavy boat usage in the area. The algae that exists in the area proposed to be filled serves as a food source for fish, and as a helpful filter of floating particles. The dense, constant growth of seagrass in this area provides food for fish, stabilizes sediments, absorbs pollutants from the water, and provides shelter to fish. Any filling of this area would result in the direct elimination of dense, healthy seagrass beds. The proposed filling will result in a drop in the diversity of organisms existing in the filled area. This will cause a violation of the DER's standards for biological integrity. The proposed construction and filling is expected to violate the DER's Class III standards for turbidity. By directly eliminating an area of productive habitat, this project would adversely affect fish and other aquatic wildlife. The loss of the algae and seagrass vegetation will lead to a decrease in fishery production and marine productivity. The filling proposal does not include any measures designed to mitigate for or offset these expected adverse impacts. The residential structure proposed to be built over the fill is expected to cause additional adverse environmental impacts due to nutrient input from the residence.
Findings Of Fact Permitting History This development was originally known as North Largo Yacht Club and was owned and developed originally by the Largo Brand Corporation. That developer and this development received Development of Regional Impact approval from the county commission of Monroe County in accordance with Chapter 380, Florida Statutes in 1974. In 1975 that developer received various permits and water quality certifications authorizing construction of the "Atlantic Marina" (the existing marina) from both the Florida Board of Trustees of the Internal Improvement Trust Fund and the United States Army Corps of Engineers. The marina was ultimately constructed and no further governmental approvals are required for the present Respondents to make full use of the existing marina which has an authorized boat capacity of 363 boat slips, which are situated around long piers extending from the shore of the marina basin out into the marina basin. Sometime after construction of the marina, the mortgagee, through foreclosure, obtained title to the property from Largo Brand Corporation which has since dissolved, ultimately conveying it to City National Bank as trustee under a Florida land trust. City National Bank filed the present application in its original form but in February, 1984, conveyed the property to Port Bougainville, Inc. and Port Bougainville Enterprises, Inc., the present Applicant/Respondent who succeeded City National Bank as the real parties in interest prosecuting the present permit application, as modified. The permit application as it presently exists is the result of various modifications suggested by the Department of Environmental Regulation and agreed to by the present Applicant/Respondents, which had the effect of causing the Department to change its position from one of denial of the permit to one of approval, by issuance of a Notice of Intent to grant the permit in June of 1984. The Applicant/Respondent's original decision to apply for the new permit was based upon aesthetic considerations and a desire to redesign and change the theme of the development and the marina itself. It is thus proposed that the boat-mooring facilities be moved to the periphery of the basin and the piers or docks extending out into the basin be removed. This would create an open body of water in the basin, more in keeping with the "Mediterranean Village Harbor" theme of the entire development. The original application filed in early 1984, called for realignment of the docks rather than removal, and the creation of various baylets or inlets along the access canal and contained no proposal for shoaling the existing boat basin. The Department used this original proposal as a basis for its Intent to Deny the Permit Application since it considered those modifications unacceptable in terms of the likelihood that it might degrade water quality or at least not improve the ambient water quality then existing in the marina basin and entrance canal. The Respondents acceded to the demands of the Department, employed additional consultants and redesigned the project, including the creation of a sophisticated hydrographic model by which, and through which, the Respondents ultimately proposed (with the Department's agreement) to revise the application as follows: Shoal the entire basin and canal system to no more than -6 Ft. mean low water; widen and sculpt the access canal on the west side and install solid flow baffles on the east side so as to create a sinusoidal or curving configuration in the canal to improve mixing of the water in the canal and basin system; remove the existing docks and construct new docks around the periphery of the basin so as to provide a decreased number of boat slips and capacity for a total of 311 boats; install one bubble screen surrounding the fueling facilities to contain oil and fuel spills and another at the entrance of the access canal where it opens into the Garden Cove Channel so as to prevent organic materials from outside the canal and basin system from being carried into it with tidal currents and wind; installation of "batter boards" along the length of the waterward or easterly and southeasterly side of the access canal so as to protect the mangroves along that side of the canal from the effects of wake energy caused by boats. After further "free-form" review, investigation and negotiation, the Department required, and the Respondents agreed to make the following additional modifications to the marina development plan: Shoal the north end of the basin to -4 ft. mean low water; slightly reconfigure the access canal and install an additional wave baffle on the eastern periphery of the canal in order to improve circulation in the western portion of the boat basin; relocate the proposed fueling facilities more toward the rearward center of the basin in order to further isolate them from the outstanding Florida waters lying at the outward, "seaward" end of the project; provide funds necessary to more adequately mark the Garden Cove Channel in accordance with the requirements specified by the Department of Natural Resources so as to further ensure that boat traffic and possible propeller damage could be prevented to the marine grassbeds and other marine life on either side of the Garden Cove Channel; install tidal level gauges at the mouth of the Garden Cove Channel which would show boaters wishing to use the channel and access canal the current, minimum depths prevalent in the channel and canal; grant to the Department a "conservation easement" binding upon the Respondent which would provide the following: That no hydraulic connection be made from any of the upland lakes on the Respondent's property to the marina, to the canal, to the channel or any other state waters; an agreement not to employ boat lifts that would require a dredge and fill permit from the Department; an agreement not to apply for additional permits so as to increase the number of boat slips in the marina beyond the 311 presently proposed; to develop a reef management plan in conjunction with the Florida Audubon Society to include educational programs for the public as well as underwriting the installation of mooring buoys and adequate channel markers in the John Pennekamp Reef Park, the Outstanding Florida Waters (OFW) involved in this proceeding. During the time of construction of the proposed marina modifications, the entire marina will be closed and isolated from the waters of Garden Cove by the installation of a dam at the entrance to the marina access canal where it opens into Garden Cove. The dam will remain in place until turbidity resulting from the dredging, filling and construction has settled and the waters in the marina have achieved the turbidity standards required by the Department and its rules contained in Chapter 17 3, Florida Administrative Code. All the proposed modification work will be performed landward of the surveyed mean high water line. Additionally, a storm drainage system will be installed which will prevent any stormwater runoff from being deposited into the marina harbor. The stormwater runoff will be routed away from the harbor through the use of a reverse gradient around the periphery of the harbor and runoff from the adjacent real estate development will be thus routed away from the harbor into grass swales to be collected into holding areas for filtration. Ambient Water Quality in the Marina and Garden Cove Respondents tendered Dr. Earl Rich, a professor of Biology at the University of Miami as an expert in ecology and he was accepted without objection. Since 1974 he has conducted extensive studies with attendant sampling, observation and water quality monitoring in the Port Bougainville Marina. Beginning in 1983 he also performed certain chemical analyses on the water samples from the marina. Photographs taken underwater in the marina basin were adduced and placed in evidence, as were the results of the observations and tests. It was thus established that there is a dense growth of macroalgae in the marina at a depth of about six feet, although at the nine-foot level there is much less such growth. Concomitantly, the deeper holes in the marina basin exhibit a low dissolved oxygen reading and are largely responsible for the frequently occurring, low dissolved oxygen reading in the marina system that is lower than acceptable standards embodied in Chapter 17-3, Florida Administrative Code. Garden Cove itself is a shallow embayment open toward the Atlantic Ocean in a generally easterly direction, characterized by a rocky or coarse sediment bottom substrate. It is characteristic of this area that organic materials such as seaweeds and the like, are transported by currents and winds into Garden Cove from other marine areas. The underwater vegetation in Garden Cove is lush. There are extensive shallow-water marine grass beds. These vegetated areas support a large population of marine animals and fish. Dissolved oxygen is, of course, essential to the metabolism of these organisms. The two primary means for oxygen to enter the water are as a result of photosynthetic activity of marine plants and through oxygen entering the surface waters through waves and wind action, with that surface water being distributed and mixed so as to disburse the action throughout the water column. The term biochemical oxygen demand or BOD, refers to the rate at which organisms use oxygen in the water. If there are many active photosynthetic organisms, as in Garden Cove, the production of oxygen during the day, as for instance by the seagrasses in the cove, exceeds the BOD of the plant and animal community in the water body, in which case the plants contribute excess oxygen to the air. During hours of darkness, plant and animal communities in the water body will continue to consume oxygen although there will be no photosynthesis to contribute oxygen. Therefore, in an underwater community rich in plant and animal life, such as Garden Cove, the dissolved oxygen level is typically higher during the daylight hours and BOD readings will be decreased during the night, reaching a low level during the early morning hours. Frequently, dissolved oxygen readings in Garden Cove are below state standards for waters of the State under natural conditions. These low DO readings occur commonly in Garden Cove during conditions of calm wind. Indeed, Dr. Rich has measured dissolved oxygen in Garden Cove below the four-part per million state standard even before the present marina and canal were ever constructed. Since the opening of the marina there have been times when the DO readings in Garden Cove have been lower than those inside the marina itself. Hydrodynamics of the Modified Marina The proposal by the permit applicant calls for widening the access channel into the marina to approximately 130 feet by excavating upland on the western bank of the canal. The access canal will then be reconfigured during the excavation into a winding or curving fashion. That adjustment, along with the solid flow baffles to be installed on the eastern bank of the canal, will set up a winding or sinusoidal flow of tidal currents. The sinusoidal flow will induce secondary helical currents that will move water repeatedly from the top to the bottom of the canal and then back, thereby significantly improving the mixing action. The improved mixing of the waters in the canal and marina will serve two purposes: It will disperse any pollutants so as to reduce pollutant concentrations. It will disperse the oxygen introduced into the surface waters by wave and wind throughout the water column. Dr. Bent Christensen is Chairman of the University of Florida Hydraulics Lab. Using knowledge gained in hydrographic modeling as a result of work he performed in carrying out a "Sea Grant study" under the auspices of the University of Florida, Dr. Christensen designed a computer model of the proposed Port Bougainville marina and access canal by which, in turn, he designed the winding access canal which will emulate nature in producing a turnover of water induced by current velocities and canal configuration, rather than by temperature differences in water. The computer model takes into account tidal flows and wind-induced velocities which are important to mixing of water within the system. Using this model, Dr. Christensen was able to redesign the marina canal so as to improve water quality within that system as well as improving the quality of water leaving the system into Garden Cove. Drs. Lee and Van de Kreeke are ocean engineers who testified as expert witnesses on behalf of Petitioners. They sought to dispute Dr. Christensen's conclusion that the redesign would improve DO levels within the marina based upon their independent determination that a different design would increase flushing times for the system. Flushing, however, is a simplistic way of analyzing water quality. Flushing analysis assumes that the only means to improve water quality is to replace water within the system with water from outside the system. The Christensen model and the resulting proposed design of the marina and canal, on the other hand, improves water quality through internal mixing action. The proposed design actually reduces flushing time, but more importantly, maximizes dispersion of water within the system and along with it, dissolved oxygen. The design introduces dissolved oxygen throughout the water column in the system through internal mixing because of the sinusoidal configuration of the canal and the helical currents the canal configuration sets up. The concentration of pollutants measured by the State Water Quality Standards are, in turn, reduced through the same hydrodynamics. Dr. Van de Kreeke admitted that a key ingredient in his model was the assumption he had regarding BOD in the system, but he had no idea what the BOD extant in the Port Bougainville system might be. He also admitted that his calculations did not take into consideration the factor of wind mixing of the waters in the system and acknowledged that wind can and does play an important role in flushing and mixing the waters in marinas. Finally, Dr. Van de Kreeke admitted that he could not fully analyze Dr. Christensen's assumptions in arriving at his model and design because he did not have the information Dr. Christensen relied upon. Thus, Dr. Christensen's model and design is accepted as more credible than that of Drs. Van de Kreeke and Lee. That model and design establishes that the quality of water exiting the marina into the Outstanding Florida Waters in Garden Cove will be improved by the modifications proposed to be constructed in the marina. Impact on Benthic Communities The northerly end of the marina basin will be sloped from -6 feet to - 4 feet. This widening and shallowing of the marina basin and access channel will have the affect of promoting the growth, regrowth and welfare of the benthic communities in the waters in the marina and access canal by providing greater light penetration to the bottom of the marina. The widening will have the effect of causing a greater portion of the marina bottom to be lighted during the day since at the present time, the bank and surrounding trees shade the marina basin for substantial portions of the day. The increased light penetration will result in more photosynthetic activity by the plant life in the marina and canal such that increased amounts of oxygen will be produced enhancing the dissolved oxygen levels of the marina waters. In that connection, the Respondents' expert, Dr. Rich, has examined a number of marinas and observed very healthy benthic communities in marina harbors more densely populated with boats than will be the proposed marina. Another significant improvement in the ecological status of the present marina will be the placing of a bubble screen device across the mouth of the entrance canal. This will have the effect of preventing floating organic materials such as sargassum, from entering the marina. Marinas typically experience problems related to dissolved oxygen levels in their waters because of an accumulation of floating organic material which tends to settle to the bottom creating excessive biochemical oxygen demand in their decomposition process, thus resulting in decreased dissolved oxygen levels. Thus, the bubble screen will aide in decreasing BOD. Likewise, a bubble screen device is proposed to be placed around the fueling facilities in the rearward portion of the marina basin so as to prevent the spread of pollutants such as spilled oils, greases and fuels, which may occur during routine fueling operations from time to time. Inasmuch as the modifications have been shown to cause some improvement in the dissolved oxygen level in the waters of the marina basin and access canal, it has been demonstrated that the modifications will not interfere with the conservation of marine wildlife and other natural resources. The bodies of water consisting of the marina, the access canal and Garden Cove, at the present time support a diverse marine community that can be expected to continue to flourish. Neither will the proposed activity destroy any oyster or clam beds, as none have been shown to exist in these waters. Dr. Rich has monitored waterways and offshore waters at a nearby, comparable marina, The Ocean Reef Club, for approximately ten years. He has discerned no noticeable impact on the benthic communities within that marina from a very heavy boat traffic during that period of time. The boats using The Ocean Reef Club Marina are typically larger than will use the Port Bougainville facility and boats of over 100 feet in length commonly use The Ocean Reef Club. In terms of impact on offshore benthic communities, he has observed no visible impact by the heavy amount of boat traffic using The Ocean Reef Marina from the standpoint of comparison of the experience with that marina, in terms of biological impacts, with the marina configuration proposed by the Applicant/Respondents. In short, the proposed marina configuration as contrasted to the existing permitted marina, represents an improvement because of the increased surface area providing increased oxygen exchange through wave and wind action, the shoaling which will also be beneficial to dissolved oxygen levels because of its enhancement of photosynthetic processes, and because of the proposed marina management steps designed to prevent floating organic material from entering the marina. Thus, the modified design was shown to provide a meaningful improvement in general ecological conditions within the marina and hence, in the offshore waters of Garden Cove with which the marina waters exchange and mix. Water Quality Dr. Eugene Corcoran is Professor Emeritus of the Rosensteel School of Marine and Atmospheric Sciences. He is a marine chemist and performed a chemical analyses of the samples taken for the water quality report presented by Respondents and in evidence as Respondent's Exhibit 17. Dr. Corcoran also performed the analyses for the ongoing water sampling program conducted by Dr. Renate Skinner, an expert witness for Petitioners. The Petitioners accepted Dr. Corcoran as an expert witness without objection. The proposed marina modifications involved in this permitting application were thus shown to cause no violations of the state standards for dissolved oxygen. The Rio Palenque Water Quality Study in evidence indeed documented a number of instances where dissolved oxygen fell below the state minimum standards of four parts per million in the present marina. Once the modifications are completed there still may be instances when dissolved oxygen falls below that standard, but this can be attributed to natural phenomenon and the same relatively low levels of dissolved oxygen below state standards have been observed in the offshore waters of Garden Cove itself, which is an Outstanding Florida Water. Significantly, however, it was established that concentrations of dissolved oxygen will likely increase as a result of these modifications, the inducement of the helical flow and consequent vertical mixing, the widening of the entrance canal and the shoaling of the bottoms in the marina basin and canal, as well as the measures to be taken to reduce the deposition of organic materials in the marina basin and canal. The only water quality criteria placed in contention by the Petitioners and Intervenors were dissolved oxygen and copper. Although a number of Petitioners' witnesses were qualified to address the impacts of water quality on different marine organisms, only Dr. Curry was qualified as an expert in water quality. Dr. Curry's chief concern was with dissolved oxygen, which is based on the Rio Palenque Study showing present low values for dissolved oxygen in the marina as it now exists. Dr. Curry did not establish that the proposed modifications to the marina would themselves cause dissolved oxygen violations and although he testified in great detail concerning his attempt to compute the amount of copper that might be given off by the bottom paint of boats in the modified marina, he was unable to render an opinion that the modifications would increase copper levels in the waters in the marina. He acknowledged that his calculations were based on the assumption that all the boats in the marina would be using copper anti-fouling paints and his calculations took into account an assumption that all boats in the marina would have been painted within the last six months as a base datum for his calculations. Additionally, he did not take into account dispersion ratio associated with the hydrodynamic forces present in the modified marina. Dr. Curry admitted that he had never studied copper levels in a marina environment and was unable to explain the chemical effects on water quality of copper anti-fouling paints on boats. In all his sampling, he only found one instance of a violation of the Chapter 17-3 copper standard and that occurred within only a few millimeters of the hull of a newly-painted boat. Other fallacies involved in Dr. Curry's analysis, concern the interaction of seawater with copper bottom paint. Since seawater has a high level of carbonates, copper is immediately complexed with organic compounds such as amino acids. These organic complexes are soluble in seawater and indeed, serve as important nutrients to phytoplankton and other beneficial marine organisms. Thus, that portion of the total complex copper precipitated from the water as well as that portion taken up as nutrients would not be included in any concentrations of copper measured in the water column. Additionally, Dr. Curry's computations did not take into account the dispersion of copper concentrations due to mixing or flushing, which has a direct beneficial effect on reducing concentration of copper and other pollutants in the water column. Thus, Dr. Curry's computations are deemed immaterial, inasmuch as he effectively admits that the modifications to the marina would not be detrimental to water quality. The proposed modifications will not lower ambient water quality or significantly degrade the waters in the adjacent John Pennekamp Park, Outstanding Florida Waters. Since it has been established that the marina modifications will likely improve water quality within the marina, logically, the water quality in the park to some degree might be slightly improved, since those waters exchange with the waters in the marina. There will be no increase in concentrations of any pollutants emanating from the Port Bougainville Marina as a result of the proposed modifications. Improved Marking of Garden Cove Channel The Applicant/Respondents are required to provide improved navigational markers in the Garden Cove Channel, pursuant to an amended development order. Additionally, they have agreed to provide additional channel markers delineating the channel from the entrance of the existing marina to the Garden Cove Channel proper. With regard to the Garden Cove Channel, the Respondents proposed to move certain existing channel markers to more clearly identify that channel, which would make certain portions narrower and thereby eliminate boat passage over some shallow areas populated with marine grasses which presently lie within the marked channel. The Respondents also propose to add two more sets of channel markers at the seaward end of Garden Cove Channel, so that boats exiting the channel heading for the open sea will avoid certain shallow marine grass areas. The reason for this is to avoid possible damage to valuable marine grass beds and habitat which might be caused by prop wash of boats crossing over them, as well as actual contact and scouring by propellers or potential grounding of boats navigating these areas. Witness Balfe for the Respondents has personally sounded the entire length of the access canal and Garden Cove Channel. His soundings are admitted in evidence as Respondent's Exhibit 19 and are unrefuted. It was established therefore, that the bottom configuration of that access channel is basically flat or level with only minor irregularities of less than a foot. There are no rock outcroppings or other obstructions which would reduce the controlling depth below -4 feet. Approximately 12 times per year however, during "spring tides", the ambient water depths in Garden Cove could be expected to go below -4 feet mean low water. During these times the tide will be approximately 6 to 8 inches below that normal depth. Perhaps 25 times per year the tide is 5 or 6 inches below that mean low depth. The tide gauge which will be installed will alleviate possible propeller scouring or grounding damage to grass beds and marine habitat, especially during those abnormally low tides, by providing boat operators a current, up-to-date reading on the depths in the channel. Contributions to Park Management Plan and Marina Management Plan The Applicant/Respondents have agreed to a permit condition requiring a financial commitment to assist in the management of the John Pennekamp Park so as to minimize the adverse impacts of human use of the park. This commitment includes the provision of $75,000 to finance a study and preparation of a management plan for the John Pennekamp Coral Reef State Park and Key Largo National Marine Sanctuary, which would include study of the feasibility of inaugurating an entry permit system for the park, a testing and certification program for commercial dive boat operators, possible zoning of the park to allow recovery of the park coral reefs and other resources from the impacts of human visitors, locating central mooring buoys so that visitors' boats could be moored in one restricted area to avoid damage to the delicate coral reefs, and more adequately marking the boundaries of the park. Additionally, the Respondents propose to provide $50,000 for the acquisition of anchor buoys to be placed in selected areas of the park and to provide funds to finance a survey to more adequately identify the boundaries of the park. In order to more adequately protect water quality in the marina itself, the Respondents will inaugurate a marina management program which will include the installation of a sewage pump-out station and a pump-out station for motor oils and lubricants for boats. In addition to the two bubble curtains mentioned above, the Respondents will install containment booms and absorption mats and will permanently maintain a boat equipped with absorption mats and suction equipment for fuel or oil spill removal. The marina will prohibit persons living aboard boats, to prevent attendant sewage effluent problems, and will prohibit maintenance of boats, including painting and oil changes, while boats are in the water. This program will be monitored by an environmental protection officer employed by the condominium association under the auspices of the Respondents. Many of these marina management provisions are already requirements of the Port Bougainville 1982 development order referenced above. Management of Inland Lakes Although the use and management of the inland lakes on the Respondents' property is not directly involved in this permit application proceeding, the Respondents' overall development plan encompassed by the development order anticipates that at a future time a boat lift will be installed on upland so as to allow boats to be transferred from the inland lakes into the marina for access to marine waters. The lakes themselves, however, will not be open to the marina or to outside waters. The inland lakes are anticipated to provide dockage for approximately 200 boats, with restrictions against boats exceeding 20 feet in length and boats powered by combustion engines. The Respondents expect that the inland lakes will be primarily used by small boats such as canoes or sailboats. Dry storage for boats will be maintained on an upland site, for which a DER permit is not required. Neither is a permit for a boat transfer facility required since it would not involve dredging, filling or construction over water. The use of a boat lift, although it itself is not an issue before the Hearing Officer in this proceeding, would involve the potential of 200 or more boats using the marina in addition to those for which the marina is designed. This could occasion substantially greater risk for oil, grease and fuel spills and other potential damage to the water quality within the marina and damage to the marine habitat, grass beds and so forth within the marina, the access canal and the adjacent areas in Garden Cove. Accordingly, the conservation easement which the Respondents have agreed to provide the department as a condition to the grant of this permit should be amended to add a further condition on a grant of this permit so as to preclude placement of boats from the inland lakes into this marina or its access canal. Such a restriction would comport with the proposed uses of the inland lakes established by Mr. Scharenberg, the Respondent's principal. Boating Impacts Boat traffic in the Garden Cove Channel area is significant, with heaviest traffic occurring on the weekends when approximately two to three hundred boats navigate that channel. The boats presently using Garden Cove Channel come from a number of nearby marinas, small fishing docks and dry storage areas, as well as from a marked navigational channel called North Creek that provides access to the Garden Cove area and the Atlantic Ocean from Largo Sound. A small canal cuts through Key Largo into Largo Sound and provides access for boats in the Black Water Sound and other areas on the west side of Key Largo to the Garden Cove area and the Atlantic. The Port Bougainville Marina is expected to attract a mix of boats typical for such a marina, with the majority consisting of boats ranging from 27 to 35 feet in length. Approximately 20 percent of the boats will likely be in the 40-foot range. Larger boats may also use the marina, particularly those with a shallow draft, and "shoal draft" sailboats of 35 to 40 feet can safely navigate in and out of the marina. The marina, as it would be modified, would permit use of boats with a draft of up to three and one-half feet, although deeper draft boats could use the marina by timing arrivals and departures for the high tide, which is a common mode of operation by boat operators in the Florida Keys and other marine areas. The Port Bougainville Marina will contribute approximately 30 to 50 boats to the Garden Cove boat traffic on an average weekend out of the possible 311 boats in the harbor as it is proposed to be constructed. There will be a lesser number of boat arrivals and departures during the weekdays. The primary users of boats in and out of the marina will be people who own condominiums in the attendant real estate development. Temporary visitors, not owning boats moored in the marina, would typically use the dive charter boats and other rental boats in the surrounding areas, such as at the Ocean Reef facility. The existing marina which is already permitted and can be fully used at the present time from a legal standpoint, could accommodate the same reduced number and sizes of boats as the proposed modified marina by simply removing some of the present docks and finger piers. The Respondents propose to maintain approximately 20 slips for boats which are not owned by condominium unit owners, and they anticipate operating six to seven deep-sea charter boats as well as five smaller skiff-type charter boats, and perhaps as many as two dive charter boats with additional demands for charters to be serviced by charter boats in the surrounding areas. Boating adverse impacts on the marine benthic communities inside and outside of the marina will be minimized by the construction configuration of the marina and boat slips, the shoaling and widening of the marina basin and canal, and the channel marking and tidal gauging provisions proposed by the Applicant/Respondents. These safety arrangements would be further enhanced by the above-mentioned restriction on the placing of boats into the waters of the marina and canal from the inland lakes. The configuration of the proposed modified marina and the shoaling will have a beneficial effect in rendering use by extremely large boats, which might cause propeller, wake or grounding damage to the marine benthic communities unlikely because of the inaccessibility caused by the intentional shoaling. Coral Reef Impacts Dr. Peter Glynn is a qualified expert in marine ecology and was accepted as an expert witness in that area with particular emphasis, through his long specialization, in the ecology of corals and coral reefs. He has researched the effects of sediments, herbicides, pesticides, oxygen levels, temperature, salinity, tidal effects and oil pollution on corals. He testified as a rebuttal witness addressing concerns raised by Petitioners' and Intervenor's witnesses with regard to boat traffic, attendant turbidity and possible synergistic effects on coral reefs caused by oils, greases, low oxygen levels and turbidity. Dr. Glynn has studied corals in many areas of the world including the Caribbean and the Florida Keys. The coral reefs in Florida are similar to those in the Caribbean area and belong to the same "biogeographic province." He has dived in and examined the Garden Cove area and found four species of small reef building corals in Garden Cove. These were found in the vicinity of a shipwreck near the channel entrance to Garden Cove and the remainder of the corals observed in Garden Cove were in the bottom of the boat channel running through Garden Cove. There were no corals observed on the grass flats and in shallower areas of Garden Cove. The corals occurring in the boat channel are in isolated colonies of less than a foot in diameter. The Petitioners and Intervenors attempted to raise the possibility of synergistic adverse effects on corals posed by combinations of oils, oxygen levels, temperatures and sedimentation or similar impacts. It was not shown how or at what concentration turbidity might combine with various oxygen levels, temperatures or degrees of light penetration to produce such effects, however. The only type of synergistic effects on corals Drs. Glynn and Corcoran have observed is that between oils and pesticides. Although this effect has been demonstrated in another study area far removed from the Florida Keys, no such pesticide and oil synergistic impact has been observed in the Florida Keys area, chiefly because it is not an agricultural area characterized by significant use of pesticides. Likewise it was not established that suspended sediments in the Garden Cove area could have an adverse effect on corals by reducing light penetration. In tropical areas such as the Keys, light penetration is often saturating or in greater quantities than are really needed for healthy coral growth and indeed, many corals in these areas have pigments that naturally shield them from excess light because these coral species actually can suffer from too much light penetration. Additionally, Dr. Glynn has observed good coral reef health and growth in areas that are highly turbid. It was not established that an increase of sedimentation deposit on corals will necessarily have an adverse impact, particularly because most corals can accept a substantial amount of fine-grain sediment deposition without adverse effect. The manner in which the proposed marina modifications will be accomplished will minimize sedimentation at any rate since the canal will be dammed off from Garden Cove until all work is completed and all sedimentation within the marina and marina access canal has subsided to levels compatible with the state standards for turbidity. In any event, there is no evidence that boat traffic in Garden Cove at the present time influences the distribution and health of live coral, particularly since the main coral abundance in Garden Cove occurs in the heavily-used boat channel at the present time. Likewise, Dr. Glynn established that sediments from any increase in boat traffic in Garden Cove will not likely drift out on the offshore reef tract and be deposited on the reefs to their detriment in any event, since the fine sediments occurring in Hawk Channel and in Garden Cove, are largely precluded from deposition on the offshore reefs because the waters over the reef tract offshore have very different physical characteristics. That is, there is distinct interface between the inshore and oceanic waters caused by the strong wave assault and current action near the reefs, which precludes the fine sediments from the inshore areas remaining in the area of the reefs. Finally, any increase in the number of people visiting the Pennekamp Park attributable to use of the modified marina will not inevitably lead to degradation of the reefs. By way of comparison, studies of Kaneoi Bay in Hawaii where a major pollutant source from human sewage caused degradation of the coral reefs, showed that when sewage effluent was subsequently directed away from the reefs, the reefs rejuvenated and repopulated and are now used extensively for recreational activities without observable biological degradation. These studies are consistent with studies Dr. Glynn referenced with regard to Biscayne Bay National Park, which have shown no significant degradation occasioned by human visitation of the reefs in that park. Those studies have not shown a significant difference between the health of the "controlled reefs" and the reefs which are allowed to be used for recreational purposes. It was thus not established that there will be any degradation of the corals in the near-shore areas of Garden Cove nor in the offshore reef areas occasioned by any increased boat traffic resulting from the modification of the marina. Indeed, it was not demonstrated that the mere modification of the marina, which will actually accommodate fewer boats than are presently permitted, will cause any increase in present boat traffic at all. Dr. Glynn, in the course of his teaching and studies in the field of marine ecology has become familiar with the causes and effects of Ciguatera toxin in marine environments. He recently participated in the study of possible Ciguatera toxin at the grounding site of the freighter Wildwood on Molasses Reef, some miles distant from the marina site. All cases reported of such harmful concentrations of this toxin have originated from open water, outer coral reef environments, and not from near shore areas such as those involved in this case, where seagrasses and mangroves are the dominant marine communities. Ciguatera toxin organisms require clear open ocean water with strong currents and well-developed coral reefs which are found offshore in the Keys and not in the near-shore mangrove-type environments. The cause of Ciguatera is a concentration of toxin in the food chain. Although the bacteria that cause Ciguatera Toxin in fish, and resulting harmful effects in humans, occur everywhere in marine waters, the bacteria are not a hazard because generally, conditions are not appropriate for the bacteria to multiply. The two main species of dinoflagellates, that have been associated with causing Ciguatera poisoning do not occur in an environment such as the Port Bougainville Marina. They are typically concentrated in larger fish such as snapper, grouper and barracudas which cause problems when they are eaten by people. These species are not generally found in the inshore mangrove and grassbed areas such as are involved in the case at bar. Thus, the concerns expressed by Petitioner's witnesses concerning the possibility of Ciguatera poisoning occurring because of possible damage to corals and coral death caused by the dredge and fill operations, and boat operation associated with the marina and Garden Cove are, in reality, only unsubstantiated speculation.
Recommendation Having considered the foregoing Findings of Fact, Conclusions of Law, the evidence of record, the candor and demeanor of the witnesses and the pleadings and arguments of the parties, it is, RECOMMENDED: That the State of Florida, Department of Environmental Regulation, issue the requested permit subject to the conditions incorporated in the agreement or "conservation easement" executed between the Department and the Respondents with the further condition added to that conservation easement such that the deposition of boats from the inland lakes system into the marina and its access canal be prohibited. DONE and ENTERED this 9th day of April, 1985 in Tallahassee, Florida. P. MICHAEL RUFF 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 9th day of April, 1985. COPIES FURNISHED: Elizabeth J. Rickenbacker, Esquire 10500 Southwest 108th Avenue Miami, Florida 33176 Michael F. Chenoweth, Esquire 522 Southwest Third Avenue Miami, Florida 33130 Douglas H. MacLaughlin, Esquire Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 Michael Egan, Esquire, Robert Apgar, Esquire Post Office Box 1386 Tallahassee, Florida 32302 Victoria Tschinkel, Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 ================================================================= AGENCY FINAL ORDER ================================================================= BEFORE THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION SIERRA CLUB: UPPER KEYS CITIZENS ASSOCIATION, INC., a non-profit Florida corporation; PAMELA BERYL PIERCE, and FRIENDS OF THE EVERGLADES, INC., a non-profit Florida corporation, Petitioners, and DOAH CASE NOS. 84-2364 84-2365 FRIENDS OF THE EVERGLADES, INC., 84-2385 a non-profit Florida corporation; 84-2827 THE FLORIDA DIVISION OF IZAAK (Not consolidated) WALTON LEAGUE OF AMERICA, INC., a non-profit Florida corporation; UPPER KEYS CITIZENS ASSOCIATION, INC., a non-profit Florida corporation, Intervenor-Petitioners, vs. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION, and PORT BOUGAINVILLE ASSOCIATES, LTD. a Florida limited partnership, and PORT BOUGAINVILLE ENTERPRISE, INC. a Florida corporation, Respondents. /
Findings Of Fact The Respondent Mark Bartecki has submitted an application to the Department of Environmental Regulation (DER) for a permit to construct a dock 155 feet waterward of the mean high waterline of waters of the State and 35 feet landward of that mean high waterline through a jurisdictional wetland area. The dock would he a total of 190 feet in length and 8 feet wide, with an 80 by 8- foot L-shaped extension on the seaward end of the dock, which would incorporate nine mooring pilings and eight boat slips, for a total area of 1,520 square feet of dock area. It was uncontroverted that the construction of the dock in the jurisdictional wetland area landward of the mean high waterline would have no significant impact on the water quality or biological resources of the bay. Mark Bartecki and associates are in the process of seeking various governmental approvals for construction of a 50-unit duplex housing development on 25 lots on the shore of Cudjoe Bay, which development is known as "Spoonbill Sound." As part of its development plan, the permit applicant seeks to construct the dock and boat slips. The applicant initially sought mooring facilities for as many as 25 boats, but through negotiations with the Department amended the application to provide that no more than eight boat slips and eight boats will be accommodated, should the permit be granted. The proposed dock is located in the Class III waters of the State, which are designated for recreation and the propagation and management of well- balanced fish and wildlife, populations, with such recreational purposes being allowed as swimming, water skiing, fishing, snorkeling, and diving. The proposed dock site is also within Outstanding Florida Waters inasmuch as Cudjoe Bay is an Outstanding Florida Water within the Key Deer National Wildlife Refuge. The bottom substrata of Cudjoe Bay in the area where the dock is to he placed consists primarily of hard rock and pulverized coarse-grained rock sediment. There are some areas of fine, silty sediments associated with turtle grass beds (Thalassia) The bottom of Cudjoe Bay in the vicinity of the dock is occupied by benthic organisms, including algae; corals; seagrasses such as Thalassia testudinum (or turtlegrass); and other attached and mobile organisms. Marine life in the area occurs most densely in the patches of turtlegrass, which serve as a nursery and feeding area for various marine organisms, such as larval and juvenile crustacea and juvenile fishes, as well as juvenile spiny lobsters, blue crabs, snapper and grunts. Important fish species which occupy a position at the base of the food web are abundant in the turtlegrass areas of the bay in the vicinity of the proposed dock, including hardhead silverside, gold spotted killifish and longnose killifish. The offshore bay bottom, over which the dock is supposed to be constructed, supports a dominance of seagrasses (Halodule wrightii and Thalassia testudinum) for a distance of approximately 40 feet waterward of the shoreline red mangroves, which in turn protrude waterward of the approximate mean high waterline for some 20 to 30 feet. Further waterward of the seagrasses in the vicinity of the end of the proposed dock, the bottom is characterized by less sediment and a hard, rocky bottom or coarse rock sediments. The biological community changes in that area and is characterized by red algae (Laurencia sp. is dominant) and scattered green algaes (Penicillus sp. and Acetabularia sp.), as well as a significant number of sponges and soft corals (Gorgonia) Scattered hard corals also occur in this area. The turtlegrass beds occur in this area in scattered patches with coarse rocky sediment areas occurring in between such grasses, which are characterized by less profuse marine biota (chiefly sponges and some algaes). Various forms of finger coral, including an uncommon purple form called "Porites furcata," occurs in the project area, chiefly in the turtlegrass patches or beds, which are characterized by finer, more easily suspended sediments. The turtlegrass, in addition to its function as a nursery area for various forms of marine life, accomplishes a filtration function for water in that it removes sediments suspended in the water and deposits it within the grass beds as fine, bottom sediment. The coarser grained, rocky substrate sediments are less easily suspended by turbulence in the water than those sediments occurring in the grass beds. Expert witnesses testifying for the applicant and the Department established that the actual installation of the dock itself will have minimal impacts on water quality in that the method of construction, augering the holes for the pilings from a barge and then hand construction of the remainder of the dock, will cause only minor and transitory turbidity of bottom sediments. Damage to grass beds caused by shading or partial blocking of light by the dock will be minimized by the final location or surveying of the dock site, which the applicant stipulated would be done in conjunction with representatives of the Army Corps of Engineers and the Department of Environmental Regulation so as to avoid grass beds where at all possible to prevent damage caused by light shading or propeller turbulence. A more significant concern regarding shading of light and resulting adverse effects on turtlegrass beds is related to the mooring sites for eight boats to be constructed at the seaward end of the dock. It is possible for eight boats moored closely together to provide sufficient shading of the bottom to gradually kill any turtlegrass growth beneath those mooring sites. Accordingly, the permit applicant should he required, and has agreed, to locate the mooring sites at the end of the dock so as to avoid encompassing any grass beds in the boat mooring area. Water at the seaward end of the proposed dock site varies somewhat in depth due to tidal and wind conditions. Witness Curtis Kruer of the Army Corps of Engineers, a biologist who has observed the area numerous times and snorkeled in the area, found the depths to range from 2-1/2 feet to 3 feet at the same location. Testimony by residents who have visited the area regularly and evidence by the Petitioners in the form of a photograph showing water approximately knee deep -- that is, 2 feet or less -- do not definitely relate those reported and depicted depths to the subject area where the boat slips' and boat maneuvering area will be. Thus, the testimony of expert witness Kruer is accepted in this regard; to the extent of his findings that the depth at mean low water at the seaward end of the proposed dock site, in the area of the boat slips, is from 2-1/2 to 3 feet. The water depth for operation of outboard motor-powered boats is marginally acceptable in the area of the end of the proposed dock. Marginally acceptable, that is, in terms of likelihood of significant damage to marine grasses, algae, corals and other organisms caused by "prop dredging," that is, bottom contact or wash from boat propellers. Captain Ed Davidson was accepted as an expert witness in the areas of assessment of damage to coral reefs and marine resources, caused by the operation of motor boats, and in the area of marine resource planning and navigation. He has served in various capacities: as a consultant for the U.S. Department of Commerce, National Oceanographic and Atmospheric Administration, Looe Key Reef Resource Inventory; Vice President for Operations for the Florida Reef Foundation; a consultantship with the U.S. Department of Interior, Continental Lands Act Enforcement in the "Florida Reef Tract"; and in previous litigation as an expert witness on the protection of coral reefs. It was established that, in the area of the Florida Keys, generally in order to avoid damage to routine biota caused by propeller or lower unit contact or turbulence and turbidity resulting from moving propellers in close proximity to the bottom substrates, that a minimum of 12 inches clearance between the bottom of the propeller and the bottom of a water body is required to avoid significant disruption and damage to the bottom sediments and marine life in the path of a boat propeller. The bottom substrate in the area proposed for the dock and in the area through which ingress and egress of boats would be conducted is of a coarse, rocky nature, however, the sediments consisting largely of rock particles, which characteristically settle out of the water when suspended at a very rapid rate, causing little sustained turbidity. The site, as found above, is also characterized by relatively barren rocky bottom portions interspersed with grass beds, where the majority of the marine biota are located, including the uncommon coral forms mentioned above. Thus, if ingress and egress of boats is conducted over a carefully surveyed and marked lane between such grass beds and marine productive areas, prop wash or prop dredging damage to marine grasses, corals, algae and other organisms will be minimized. There is no question that some damage to marine life will occur, but it will be minimized by confining boat traffic to such a marked ingress and egress lane, by limiting the number of boats permissibly using the dock, as well as the speeds at which they operate. Restriction of the speed at which boats can leave the immediate area of the mooring slips will prevent the settling of the stern and the lower units of outboard motors or outdrives, caused by sudden acceleration to high speeds, thus maintaining more clearance between the propeller and lower units of motors and the bottom. Thus, if the dock is permitted a prominent notice should be posted thereon limiting boats using the slips to a speed slow enough to prevent the formation of a wake. A condition should be imposed on a grant of the permit to this effect, as well as to the extent that the permit applicant should be required to mark out a channel through the water from the seaward end of the dock to the 3-foot bottom contour depth (which all parties agreed is safe for boat operation), which channel should be marked so as to reasonably avoid any of the subject grass beds in the bay. In order to discourage numbers of boats in excess of eight from using the dock, so as to minimize damage caused by "prop dredging," the eight boat slips should be permanently assigned to residents of the planned development, with no other persons being authorized to use the slips. Further, the portions of the dock landward of the boat slips themselves should be enclosed by railings of a sufficiently solid nature to prevent the mooring of boats along any of the sides of the dock in a landward direction. The applicant has agreed to the majority of these conditions. If these conditions on permitting are observed, only transitory degradation of water quality caused by turbidity during the actual augering of the holes for placement of the pilings will occur. Since this is a large bay with adequate turnover and mixing of its waters, such violations of water quality parameters for clarity or transparency within the immediate proximity of the dock will be very short-lived. If these conditions on construction and use of the dock are enforced, no other significant degradation of water quality will result for purposes of the legal authority cited below. The proposed construction will not eliminate valuable marine resources in Cudjoe Bay and will have no immediate or long-term adverse impact on the quantity or quality of the State's natural marine resources through loss of habitat within the Cudjoe Bay area. The proposed project, if these conditions are imposed upon any grant of a permit, will not cause such damage as to interfere with the conservation of marine wildlife and other natural resources to such an extent as to be contrary to the public interest. It will not result in destruction of clam beds and marine productivity, natural habitat or grass flats suitable for nursery or feeding grounds for marine life. It will not result in the destruction of natural shoreline processes to such an extent as to be contrary to the public interest provided the conditions found above are imposed upon any permitting, especially those relating to railings placed on the landward portions of the dock to prevent mooring and use of boats in conjunction with the dock in excessively shallow water and provided the dock and the marked lane for boat traffic are located so as to avoid grass beds constituting nursery or feeding grounds for marine life and marine soils capable of producing plant growth useful as nursery or feeding areas. The open water area of Cudjoe Bay below the mean high water line is currently not occupied by any docks or piers of the size contemplated in this application. Most marine access to the waters of the bay occurs by way of a canal system and an "alongshore" channel on the east side of the bay, which system was dredged during the 1950s. The shoreline in the vicinity of the proposed project is essentially undisturbed. The proposed dock would be the first structure of its type permitted by the Department of Environmental Regulation on Cudjoe Bay, an outstanding Florida water. The proposed dock and boat slips will be restricted in use to the residents and owners of the residences to be constructed by the permit applicant on his property. Public use of the proposed facility would not be allowed. There has been no provision made for such use. The interest of the public in navigating the waters of Cudjoe Bay has been served for years by the "alongshore" channel canal system on the west side of the bay. This allows members of the public living in the vicinity of the bay to have access to the Atlantic Ocean or Florida Strait off the mouth of Cudjoe Bay. It has not been established that there is any current need for an additional channel, dockage or means of navigating across other areas of Cudjoe Bay, including the subject area near the midpoint of the bay shoreline, thence across the remaining area of the bay not in close proximity to the presently existing channel. Since the proposed project would be restricted in use, insofar as boating is concerned, to eight residents of the applicant's proposed development, since members of the general public would not enjoy the beneficial use of the dock and slips, and since there has been demonstrated no current need for additional boat dockage or navigational facilities in Cudjoe Bay, it has not been affirmatively demonstrated how construction of the proposed project would benefit the public. The members of the Sacarma Bay and Cudjoe Ocean Shores Property Owners' Associations and the Intervenor, Florida Audubon Society, own property on the shore of Cudjoe Bay and regularly utilize the waters where the dock is proposed to be constructed for swimming, nature study, fishing and other lawful recreational activities. The waters where this recreation occurs are waters lying over sovereign lands owned by the State of Florida. In this connection, Section 253.77, Florida Statutes, requires a permit to be issued by the Department of Natural Resources for use of the proposed sovereign state land. It is undisputed that the permit has not yet been approved and obtained by the permit applicant. The obtaining of such permit from the Department of Natural Resources would have to be an additional condition imposed upon the grant of any permit by the Department of Environmental Regulation.
Recommendation Having considered the foregoing Findings of Fact, Conclusions of Law, the evidence in the record, the candor and demeanor of the witnesses, and the pleadings and arguments of the parties, it is, therefore, RECOMMENDED: That the State of Florida, Department of Environmental Regulation, deny the application of Mark Bartecki for a dock construction permit. DONE AND ENTERED this 7th day of December, 1983, at Tallahassee, Florida. P. MICHAEL RUFF, 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 7th day of December, 1983. COPIES FURNISHED: Joel L. Beardsley Route 2, Box 441 Summerland Key, Florida 33042 Charles G. Stephens, Esquire Assistant General Counsel Department of Environmental Regulation Joel L. Beardsley 2600 Blair Stone Road 100 Dudley Avenue Tallahassee, Florida 32301 Old Seybrook, Connecticut 06475 Victoria Tschinkel, Secretary Mr. Charles Lee Department of Environmental 1101 Audubon Way Regulation Maitland, Florida 32751 2600 Blair Stone Road Tallahassee, Florida 32301 H. Ray Allen, Esquire 618 Whitehead Street Key West, Florida 33040 ================================================================= DISTRICT COURT OPINION ================================================================= IN THE DISTRICT COURT OF APPEAL FIRST DISTRICT, STATE OF FLORIDA MARK BARTECKI, Appellant, v. NO. AZ-332 DOAH CASE NO. 83-1532 JOEL L. BEARDSLEY and DEPARTMENT OF ENVIRONMENTAL REGULATION Appellees. / Opinion issued June 25, 1985. Permit applicant appealed from order of the Department of Environmental Regulation denying application for permission to construct a dock adjacent to his property, in state waters. The District Court of Appeal, Mills, J., held that the denial, based upon applicant's failure to show that the project was clearly in the public interest requirement regarding issuance of construction permit for stationary installation not involving discharge of waste into state waters was an invalid exercise of delegated legislative authority. Reversed and remanded. Health and Environment 25.5(6) Denial by the Department of Environmental Regulation of permit to construct a dock adjacent to applicant's property, based on applicant's failure to show that the project was clearly in the public interest, was erroneous, as reflected in contemporaneous case in which imposition of such a public interest requirement prior to issuance of construction permit for stationary installation not involving the discharge of waste into state waters was an invalid exercise of delegated authority. James T. Hendrick of Albury, Morgan & Hendrick, P.A., Key West, for appellant. Joel L. Beardsley, pro se. Charles G. Stephens, Asst. General Counsel, Tallahassee, for Department of Environmental Regulation. MILLS, Judge. Bartecki appeals from the entry of a final administrative order denying his application for permission to construct a dock, adjacent to his property, in the waters of Cudjoe Bay in Monroe County, Florida, an Outstanding Florida Water. We reverse and remand for entry of an order not inconsistent with Grove Isle, Ltd. v. State of Florida Department of Environmental Regulation, 454 So.2d 571 (Fla. 1st DCA 1984), reh. den. In August 1982, Bartecki was notified by appellee Department of Environmental Regulation (DER) that, in the absence of any petition for a formal hearing pursuant to Section 120.57, Florida Statutes, it intended to issue a permit allowing him to construct the dock. Appellee Beardsley and other parties not involved in the appeal filed such a petition. The hearing was held in September 1983 and the recommended order was issued in December of that year. Despite finding that Bartecki had "affirmatively demonstrated reasonable assurances that the project, as it would actually be constructed, would be environmentally palatable," the hearing officer recommended denying the permit because Bartecki had not shown that the project was "clearly in the public interest" pursuant to Rule 17-4.-242, Florida Administrative Code. While DER was considering the recommended order, this Court decided Grove Isle, supra, which held that "to the extent it requires an applicant to meet a 'public interest' requirement prior to the issuance of a construction permit for a stationary installation not involving the discharge of waste into waters within the state," Rule 17-4.242 was an invalid exercise of delegated legislative authority. Bartecki brought the decision to DER's attention, but the agency declined to consider it because a motion for rehearing was pending and the decision was therefore not final. DER denied the permit, adopting the recommended order in toto. Bartecki contends on appeal that, since the denial of his permit was based solely on his failure to demonstrate "public interest," and that requirement has been stricken, this court should reverse the denial and require issuance of the permit. DER agrees that Grove Isle mandates reversal based on the agency's reliance on the invalid rule to deny the permit, but points out that it cannot grant the permit sought by Bartecki until he "receive[s] from the Board of Trustees of the Internal Improvement Trust Fund . . . consent authorizing the proposed use and exhibits it to [DER]." Section 253.77, Florida Statutes 91983). Bartecki had received the consent required by the statute, but it was withdrawn prior to the formal hearing held by DER. We agree that, based on Grove Isle, DER's denial of the permit based on Bartecki's failure to comply with rule 17-4.242, F.A.C., was erroneous and its final order so holding is reversed. The case is remanded for entry of an order not inconsistent with Grove Isle and Section 253.77, Florida Statutes (1983). Reversed and remanded. SMITH and THOMPSON, JJ., concur.
Findings Of Fact The Parties. The Petitioner, Clifford O. Hunter, is the owner of real property located at Dekle Beach, Taylor County, Florida. Mr. Hunter's property is located at lot 53, Front Street, Dekle Beach, within section 22, township 7 south, range 7 east, Taylor County. Respondent, the Florida Department of Environmental Protection (hereinafter referred to as the "Department"), is an agency of the State of Florida with responsibility for, among other things, dredge and fill permits involving Florida waters. Mr. Hunter lived in a home on his Dekle Beach property until a storm in March of 1993 destroyed the home. Mr. Hunter's Application for Permit. On or about June 2, 1993, Mr. Hunter applied for a wetland resource permit to rebuild his home, construct a bulkhead and fill 1750 square feet of salt marsh. The permit was designated No. 62-232123-2 by the Department. Mr. Hunter also sought approval for the construction of a dock. The dock, however, is exempt from the permitting requirements of Rule 17- 312.050(1)(d), Florida Administrative Code. On July 21, 1993, the Department issued a Notice of Permit Denial. The Notice of Permit Denial was received by Mr. Hunter. On August 13, 1993, Mr. Hunter filed a Request for Formal Administrative Hearing with the Department contesting the denial of his permit application. The Department's Jurisdiction Over the Proposed Project. The proposed project involves dredging and filling in the waters of the State of Florida. A wetland resource permit is, therefore, required. Wetland jurisdiction of the State of Florida extends to the eastern edge of an existing concrete slab on Mr. Hunter's property from a canal adjacent to Mr. Hunter's northern boundary. The canal connects with the waters of the Gulf of Mexico. The Gulf of Mexico surrounding Dekle Beach, except for an area extending 500 feet outward from the town limits of Dekle Beach, is within the Big Bend Seagrasses Aquatic Preserve. The preserve is an Outstanding Florida Water (hereinafter referred to as an "OFW"). The evidence presented by the Department to support findings of fact 9, 10 and 11 was uncontroverted by Mr. Hunter. Impact on Water Quality Standards. The weight of the evidence failed to prove that the Mr. Hunter has provided reasonable assurances that the proposed project will not lower the existing ambient water quality of waters of the State of Florida. The evidence presented by the Department concerning adverse impacts of the proposed project on water quality standards was uncontroverted by Mr. Hunter. Approval of Mr. Hunter's proposed project would allow the placing of fill in an intertidal area and the elimination of the portion of the intertidal area filled. Intertidal areas help maintain water quality by acting as a filter for water bodies. Mr. Hunter has obtained a variance from the Department of Health and Rehabilitative Services which will allow him to place a septic tank on his property if the permit is granted. The septic tank will leach pollutants. Those pollutants will include nutrients, viruses and bacteria. Because the soil around the septic tank is very saturated, filtering of the pollutants will be low. Pollutants will, therefore, leach into the waters of the State of Florida and adversely impact water quality standards of the canal adjacent to Mr. Hunter's property. Under such circumstances, Mr. Hunter has failed to demonstrate that the project will not lower existing ambient water quality of waters of the State of Florida. Public Interest Test. Mr. Hunter failed to present evidence to support a conclusion that the proposed project will not be adverse to the public interest. Rather, the unrebutted evidence presented by the Department supports a finding that Mr. Hunter's proposed project will not be in the public interest, especially when the cumulative impacts of the proposed project, discussed, infra, are considered. Possible adverse impacts to the public interest include the following: The septic tank which Mr. Hunter will place in the 1750 square feet of filled area will allow fecal coliform, viruses and pathogens to leach into the waters of the canal adjacent to Mr. Hunter's property. Anyone who enters the canal could be infected from bacteria and viruses leaching from the septic tank. The conservation of fish and wildlife would also be adversely affected by the adverse impact on water quality and by the elimination of intertidal area. Recreational value of the canal would be reduced because of the adverse impact on water quality. The proposed project is for a permanent structure. Cumulative Impact. There are a number of applications for permits similar to the application filed by Mr. Hunter which have been filed by property owners of Dekle Beach whose homes were also destroyed by the March 1993 storm. If Mr. Hunter's permit application is granted, the Department will have to also grant most, if not all, of the other similar permit applications. Approximately 20 to 30 other applications involve similar requests which will allow the placement of fill and the installation of septic tanks. The resulting fill and use of septic tanks will have a significant cumulative adverse impact on the waters of the State of Florida. The cumulative impact from leaching effluent from the septic tanks on the waters of the State could be substantial. In addition to the impact on the canal adjacent to Mr. Hunter's property, there will a cumulative negative impact on the ambient water quality of approximately 20 septic tanks on the canals and on the OFW. Errors in the Department's Notice of Permit Denial. The Notice of Permit Denial issued by the Department contained the following errors: An incorrect description of Mr. Hunter's lot number and section number; An incorrect statement that the amount of Mr. Hunter's proposed fill would eliminate 3,200 square feet of marsh; An incorrect statement that Mr. Hunter proposed to fill his lot for a distance of 64 feet waterward. The errors contained in the Notice of Permit Denial did not form any basis for the Department's denial of Mr. Hunter's application. The errors were typographical/word-processing errors. Several notices were being prepared at the same time as the Notice of Permit Denial pertaining to Mr. Hunter. The incorrect information contained in Mr. Hunter's Notice of Permit Denial was information which applied to the other notices. Other than the errors set out in finding of fact 23, the Notice of Permit Denial was accurate. Among other things, it was properly addressed to Mr. Hunter, it contained the project number assigned by the Department to Mr. Hunter's proposed project and it accurately reflected the Department's decision to deny Mr. Hunter's permit application. Mr. Hunter responded to the Notice of Permit Denial by requesting a formal administrative hearing to contest the Department's denial of his application. On December 20, 1993, Mr. Hunter received a letter from the Department which corrected the errors contained in the Notice of Permit Denial. The corrections were also contained in a Notice of Correction filed in this case by the Department on December 20, 1993. The Notice of Permit Denial was received by Mr. Hunter within 90 days after his application was filed. The corrections to the Notice of Permit Denial was received by Mr. Hunter more than 90 days after his application was filed.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection enter a Final Order dismissing the petition in this case and denying the issuance of permit number 62-232123-2 to Clifford O. Hunter. DONE AND ENTERED this 26th day of April, 1994, in Tallahassee, Florida. LARRY J. SARTIN 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 26th day of April, 1994. APPENDIX The parties have submitted proposed findings of fact. It has been noted below which proposed findings of fact have been generally accepted and the paragraph number(s) in the Recommended Order where they have been accepted, if any. Those proposed findings of fact which have been rejected and the reason for their rejection have also been noted. Mr. Hunter's Proposed Findings of Fact Accepted in 1 and 3. Accepted in 2. Accepted in 4. Although Ernest Frey, Director of District Management, Northeast District Office of the Department, did ask Mr. Hunter whether he wanted to sell his property to the State, the evidence failed to prove why Mr. Frey asked this question, that Mr. Frey asked the question in his official capacity with the Department, or that Mr. Frey made the inquiry at the direction or on behalf of the Department or the State. More importantly, the evidence failed to prove that the Department denied the permit sought by Mr. Hunter because of any interest the State may have in purchasing Mr. Hunter's property. See 4. 6-8 No relevant. Not supported by the weight of the evidence. Accepted in 6, 23, 28 and 30. Not a proposed finding of fact. See 8. The "aerial photo, Petitioner's exhibit 6, does not show "No vegetation behind the slab, nearly to the Mean High Water Line . . . ." Respondent's exhibit 3 does, however, show vegetation as testified to by Department witnesses. 13-14 Not supported by the weight of the evidence. Not a proposed finding of fact. Generally correct. Mr. Hunter was not properly put on notice of "alternatives" by the Notice of Permit Denial, as corrected, issued by the Department. Summation: Mr. Hunter's Summation was considered argument and was considered in this case. The Department's Proposed Findings of Fact Accepted in 1 and 3. Accepted in 2. Accepted in 1 and 4-5. Accepted 6-7. Accepted in 8. 6-9 Hereby accepted. Accepted in 12. Accepted in 13. Accepted in 14. Accepted in 15. Accepted in 19. Accepted in 20. Accepted in 15. 17-18 Accepted in 15 and hereby accepted. Accepted in 15 and 20-21. Accepted in 10. Accepted in 22. Hereby accepted. Accepted in 22. Accepted in 12. Accepted in 15-16. Accepted in 17 and 21. 27-28 Accepted in 17. Accepted in 18. Accepted in 13. Accepted in 16. 32-33 The Notice of Permit Denial, as corrected, did not put Mr. Hunter on notice that the alternatives raised by the Department at the final hearing would be an issue in this case. Those alternatives should not, therefore, form any basis for the Department's final decision. Accepted in 24-25. Accepted in 23. Accepted in 25. Accepted in 24 and hereby accepted. Accepted in 26. COPIES FURNISHED: Clifford O. Hunter 1410 Ruby Street Live Oak, Florida 32060 Beth Gammie Assistant General Counsel Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-9730 Virginia B. Wetherell, Secretary Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 Kenneth Plante, Esquire General Counsel Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400
Findings Of Fact Petitioner, Robert Brown, is the co-owner of Lot 13 and the northern half of Lot 14, Block 7, Lake Addition to Boynton in Boynton Beach, Palm Beach County, Florida. The property consists of a parcel approximately 150 by 150 feet and is located along the western edge of the Intra-coastal Waterway at N.E. 8th Ave. and N.E. 7th Street in Boynton Beach. At all times pertinent to the issues herein, Petitioner was the owner of this property which is vegetated along the Eastern half with mature mangrove trees which extend back from the water's edge approximately one half the depth of the lot. These mangroves include red, black, and white species and the larger are approximately between 18 and 22 years old. The majority of the trees, however, are younger than that. The Western half of the property is sparsely vegetated and in the heavily vegetated half, there is an open area approximately 30 by 30 feet which appears to have been cleared and on which there are no mature mangrove trees. On July 19, 1984, Petitioner filed an application for a permit to construct a 1625 square foot house on pilings together with a 164 by 4 foot boardwalk extending in a west to east direction from the westernmost edge of the mangrove community to the waterside of the proposed dwelling giving access thereto. The eastern half of the property in question appears to be lower in elevation than the western half and experiences some tidal inundation during periods of high tide. Though there is a riprap deposit along the eastern edge of the property and two berms extending along the landward side of the riprap, water from the Intra-coastal Waterway periodically flows through the riprap, over the berms, and onto Petitioner's property. This water is afforded access onto the property also, by a northwest running ditch located south of the southern boundary of the property which ditch is connected to the waterway. It intersects with another ditch which runs due north to an intersection with an east-west depression, also connected to the Waterway, running along the northern boundary of the property. Mangroves of some size are found in and on the edges of this ditch. Petitioner's construction proposal, involving the driving of supporting pilings for the dwelling, is a dredge and fill activity as defined by the Department of Environmental Regulation's (DER), experts and requires the issue of a dredge and fill permit. There is a conflict between the Petitioner's evidence regarding the physical location of his proposed dwelling and boardwalk and that of the agency personnel who, with benefit of a survey, determined that the larger clearing referenced by the Petitioner does not lie on his property and that the indicated cleared cut through the mangrove community to the waterway on Petitioner's property for the walkway does not lie on Petitioner's property but instead is approximately 30 feet south of the southern boundary. Having reviewed the application submitted by Petitioner, DER requested additional information regarding construction techniques and plans. These have not, to this date submitted in a tangible form the information requested. Petitioner's attorney provided some of the information requested orally to DER at some time in the past, giving some assurances that the disruption of water quality during construction would be kept at a minimum and would be only temporary. However, since DER did not have available to it the additional information it requested so as to appropriately evaluate the true proposal by Petitioner and the effect of any modifications, based on the failure of Petitioner to provide adequate assurances that water quality standards would not be violated and that the project was not contrary to public interest as is required of him by Section 403.918, Florida Statutes, on January 23, 1985, the Department issued an intent to deny the permit. As a part of this intent to deny, the agency suggested that the project be relocated to the upland one-half of the Petitioner's property. Construction there would not have involved any mangrove disturbance and would have been consistent with the agency's standards and policies. Historically the property owned by Mr. Brown did not border the open body of water which now constitutes Lake Worth or the Intra-coastal Waterway. As far back as 1872, the property was dry and supported no mangrove growth. Mangroves existing currently on the property have developed there since the construction of the Intra-coastal Waterway and its joinder with Lake Worth and the installation of the inlets which connect this water body with the Atlantic Ocean. On the property directly north of Petitioner's boundary sits a house built on fill approximately one and a half feet above the gradient of Mr. Brown's lot. Immediately south of his property is a condominium building also located on fill bordering the Intra-coastal Waterway. Evaluation of photographs of the area reveals that both pieces appear to have been identical in make-up to that owned by Petitioner in both topography and vegetation prior to being filled for construction. In fact, this parcel lies in a rapidly developing commercial and residential area. Petitioner also presented the testimony of two long time residents of the area who indicate that prior to the widening of the Intra-coastal Waterway, Petitioner's property did not border the open water of Lake Worth or the waterway. Back in the 1940's and before, the property was not covered with mangrove trees and was, in fact, used as farmland by Mr. Pinder, one of these two witnesses, who grew bell peppers and squash there. Mr. Pinder was hired by Palm Beach County during the 1940's and 1950's to dig mosquito control ditches on the property and Petitioner contends that it was these ditches which developed the connection with the Intra-coastal Waterway and thereby created a jurisdictional wetland. The weight of the evidence, however, indicates that though ditches were dug for mosquito control as described by Mr. Pinder and even before, it was not these ditches which changed the character of the property to jurisdictional wetland. Review of the maps submitted by Mr. Brown shows to a very limited degree some reference to ditches on or near the property in question but neither this evidence nor the testimony of both long-time residents is sufficiently clear and convincing to establish to the satisfaction of the Hearing Officer that the character of Mr. Brown's property was so radically changed by the digging of these ditches as to become jurisdictional because of them. Turning to the question of the impact of the proposed construction on the mangrove system, the evidence presented by the agency and to a lesser degree by Petitioner himself shows that there would be some adverse impact on the mangrove system through the direct destruction of some existing trees and saplings, the trimming of some of the overhanging mangrove canopy, and the subsequent shading of immature mangroves by the construction of the dwelling and the boardwalk. The evidence available indicates that the construction of the dwelling itself cannot be contained within the existing clearing and for the construction of the boardwalk, an additional cut and shading will be required. Mangroves play an important part in the water quality and biological considerations of Section 403.918 Florida Statutes. The deterioration of fallen mangrove vegetation constitutes an important part in the food chain of fish and small invertebrates. Existing trees and roots provide habitat for various birds, invertebrates, mammals, and reptiles and the water quality considerations relating to the filtering of run-off water from uplands and the assimilation of pollutants in the passing water is significant. DER was and is concerned that the proposed project does not provide reasonable or adequate assurances that water quality standards will not be violated. Turbidity, transparency, and dissolved oxygen standards may well be violated during the construction phase and the agency's concerns have not been addressed or lessened by Petitioner's unformed proposals for modification. The fourth standard, that involving biological integrity, will be a continuing and ongoing consideration due to the fact that the shading created by the house and boardwalk will be constant. After full consideration of the application and those limited matters submitted in response to the agency's expression of concern, the agency has concluded that the project will adversely impact the conservation of fish and wildlife and their habitats in the area; will adversely affect fishing and recreational values and marine productivity; will adversely effect current and relative values of functions performed in the area; and will be of a permanent nature. The agency has not, however, quantified these negative effects or demonstrated that they will be of any significant magnitude. It is difficult to conceive that in an area already violated by the encroachment of civilization as demonstrated by the unrestrained fill both to the north and to the south of Petitioner's property, that the preservation of a relatively miniscule enclave, on highly valuable waterfront property, will have any substantial beneficial effect on the overall biological, ecological, or water quality considerations of the Intra-coastal Waterway, Lake Worth, or the Atlantic Ocean. The construction disruption will be minimal and for a limited period of time. The effects of shading will be of a longer duration but would appear to be miniscule in comparison to the surrounding area. DER and its subordinate associate, the Palm Beach County Health Department, both recommend that the application be denied because of Petitioner's failure to provide reasonable assurances that the project will not violate water quality standards and will not be contrary to the public interest. The cumulative impact concerns of both DER and the Health Department are valid in theory but inappropriate here. Evidence that the recent mangrove destruction in this area has been been extensive cannot be debated. No doubt it has been. The fact remains, however, that this property is in a highly desirable location. The area has not been preserved by the State in its program for the accumulation and preservation of wetlands under a state umbrella and is of such a small size that the cumulative impact to be felt from the limited destruction of mangroves here would be minimal. There is some evidence to indicate that a permit was issued to a previous owner of this property allowing the destruction of mangrove seedlings in the western section of the community and this action has not been undertaken. This permit has not expired and is transferable to Petitioner.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is, therefore: RECOMMENDED that the Department of Environmental Regulation issue permit number 5008992206 to the Petitioner, Robert 8rown for the construction of the house and walkway as proposed, under the provision of adequate and firm reasonable safeguards to minimize water quality disruption during construction by Petitioner. RECOMMENDED this 11th day of February, 1987, at Tallahassee, Florida. ARNOLD H. POLLOCK, 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 llth day of February, 1987. COPIES FURNISHED: Dale Twachtmann, Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, FL 32301 Terrell K. Arline, Esquire 325-C Clematis Street West Palm Beach, FL 33401 Karen A. Brodeen, Esquire Douglas MacLaughlin, Esquire Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, FL 32301 APPENDIX The following constitutes my specific rulings pursuant to Section 120.59(2), Florida Statutes, on all of the Proposed Findings of Fact submitted by the parties to this case. By the Petitioner 1 Incorporated in Finding of Fact 1. 2. Incorporated in Findings of Fact 2 & 3. 3 & 4. Incorporated in Finding of Fact 4. Incorporated in Finding of Fact 4. Incorporated in Finding of Fact 10. 7 & 8. Incorporated in Findings of Fact 9 & 11 Incorporated in Finding of Fact 11. Incorporated in Findings of Fact 3 6 13. Accepted and incorporated in Findings of Fact 7 & 8. Accepted and incorporated in Findings of Fact 7 & 8. Not a Finding of Fact but a comment on the evidence. By the Respondent Incorporated in Finding of Fact 1. Incorporated in Finding of Fact 3. 3 & 4. Incorporated in Findings of Fact 2 & 4. 5. Incorporated in Finding of Fact 5. 6. Incorporated in Findings of Fact 3 & 6. 7. Incorporated in Finding of Fact 6. 8. Incorporated in Finding of Fact 7. 9 & 10. Incorporated in Finding of Fact 8. 11 Incorporated in Finding of Fact 13. 12. Incorporated in Finding of Fact 14. 13. Incorporated in Finding of Fact 15. 14-16. Incorporated in Finding of Fact 16. 17. Incorporated in Finding of Fact 15. 18. Incorporated in Finding of Fact 17. 19 & 20. Incorporated in Finding of Fact 11. 21-24 Incorporated in Findings of Fact 11 & 12. 25. Incorporated in Findings of Fact 17 & 18. ================================================================= AGENCY FINAL ORDER ================================================================= STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION ROBERT BROWN, Petitioner, DOAH CASE NO. 85-0517 OGC FILE NO. 85-0122 vs. STATE OF FLORIDA, DEPARTMENT OF ENVIRONMENTAL REGULATION Respondent. /
