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 Max and Anne Makowsky (Respondents Makowsky) are the owners of real property located at Lot 5, Block 35, Venetian Shores Subdivision, Plantation Key, in unincorporated Monroe County, Florida. Respondents Makowsky's property is located in the Florida Keys Area of Critical State Concern. On November 20, 1992, Monroe County, Florida (Respondent County) issued a building permit, Building Permit No. 9230008125, to Respondents Makowsky. The permit authorized Respondents Makowsky to construct and place on their property a boat ramp which measures six feet by thirty feet. Petitioner received a copy of the Building Permit from Respondent County on November 24, 1992. Submerged lands adjacent to Respondents Makowsky's property are owned by the State of Florida. The boundary between the State's submerged lands and Respondents Makowsky's property is the mean high water line. Twenty feet of the proposed boat ramp would extend below the mean high water line. The twenty feet would lie over submerged lands. Chapter 9.5, Monroe County Code, contains Respondent County's Land Development Regulations. Section 9.5-345(m) contains the environmental design criteria applicable to submerged lands in Respondent County. Section 9.5-345(m) provides in pertinent part: All structures on any submerged lands and mangroves shall be designed, located and constructed such that: * * * * No structure shall be located on sub- merged land which is vegetated with sea grasses except as is necessary to reach waters at least four (4) feet below mean low level for docking facilities; No docking facility shall be developed at any site unless a minimum channel of twenty (20) feet in width where a mean low water z depth of at least minus four (4) feet exists. In the permit application, Respondents Makowsky provide that the intended use for the ramp is to launch a windsurfer and a small inflatable boat or dinghy. Respondents Makowsky's dinghy has a motor with a shaft which extends two and one-half feet below the boat's water line. As the proposed boat ramp would allow access to the water via watercraft, the term "docking" facility," as used in Section 9.5-345(m), is applicable to Respondents Makowsky's proposed ramp. The submerged land adjacent to Respondents Makowsky's property is very shallow and heavily populated by sea grass, i.e. turtle grass. The turtle grass areas serve as nursery grounds and provide food and shelter for juvenile fish and invertebrates. These habitat values increase when coupled with the mangrove fringe (the roots of mangroves) located along the area. The mangrove roots also provide food and shelter for the juvenile fish and invertebrates. The turtle grass would be adversely impacted by the ramp itself if the proposed ramp was approved and constructed. The structure itself would shade out the needed sunlight to the grasses underneath the boat ramp, causing those grasses to die. Also, the use of the ramp to dock small boats would adversely impact the turtle grass. The bottom of the submerged land is a very loose, calcarious substrate. Launching a boat would cause the sand to "kick up" (lift up). When the sand comes down, it would settle on the turtle grass and smother it because there would be no way for the turtle grass to clean itself. Further, using a motorized boat, as Respondents Makwosky's, would cause "prop dredging" to occur, harming the turtle grass. In "prop dredging," the motor's propeller would destroy the grasses directly by tearing them up or destroy the grasses over a period of time through siltation after churning up the sand from the substrate. The mean low water depth, i. e., the average mean low tide, at the terminal end of the proposed ramp is less than four feet. In the permit application, the depth at the end of the ramp is indicated to be zero feet mean low water. Petitioner estimates the water depth at low tide as between one foot and two feet. The proposed ramp site is not located at a channel of twenty (20) feet in width where a mean low water depth of at least minus four (4) feet exists. Respondents Makowsky have boat access through a boat basin approximately 320 feet to the southwest of their property. The boat basin is located in their Subdivision. A slip in the boat basin is assigned to Respondents Makowsky and they are entitled to use it.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Florida Land and Water Adjudicatory Commission enter a final order DENYING Monroe County Permit No. 9230008125. RECOMMENDED this 22nd day of December, 1995, in Tallahassee, Leon County, Florida. ERROL H. POWELL, Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 2nd day of December, 1995. APPENDIX TO RECOMMENDED ORDER, CASE NO. 93-1317DRI Petitioner's proposed findings of fact 1 - 13 have been adopted in substance, although not verbatim, in this recommended order. COPIES FURNISHED: Bob Bradley, Secretary Florida Land and Water Adjudicatory Commission Executive Office of The Governor 1601 Capitol Tallahassee, Florida 32399 Gregory C. Smith, Esquire Governor's Legal Office 209 The Capitol Tallahassee, Florida 32399-0001 James F. Murley, Secretary Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 Dan Stengle General Counsel Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 Karen Brodeen Assistant General Counsel Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 Stephanie Gehres Assistant General Counsel Department of Community Affairs Marathon Regional Service Center Suite 212 2796 Overseas Highway Marathon, Florida 33050 Max and Anne Makowsky 1900 Glades Road, Suite 245 Boca Raton, Florida 33431 Carolyn Dekle, Director South Florida Regional Planning Council 3400 Hollywood Boulevard Suite 140 Hollywood, Florida 33021 James T. Hendrick, Esquire Morgan & Hendrick 317 Whitehead Street Key West, Florida 33041-1117 Bob Herman, Director of Growth Management Monroe County Regional Service Center 2798 Overseas Highway Marathon, Florida 33050-2227
Findings Of Fact The Applicants own property which runs approximately 116 feet along the Halifax River in Volusia County, Florida. The property is bounded on the east by John Anderson Drive, on the north by Capistrana Drive, and on the west by the river. The shoreline of the property lies approximately forty to seventy-five feet from the intra coastal waterway which runs along the Halifax River. The Halifax River is actually a salt water estuary rather than a river. The Applicants property is located at a point of the Halifax which is within the Tomoka Basin. The Tomoka Basin receives waters from the Halifax, and from the fresh water Tomoka River. The Halifax River and the Tomoka Basin are classified as "Class III" waters. The Applicants purchased the property in 1973, with the intention of constructing a residence on it. The property slopes generally from John Anderson Drive downward to the river. The land closest to the road, a band of from 10 to 20 feet, can be classified as upland. This area is dominated by vegetation that grows in dry, rather than submerged or transitional areas. The portion of the property closest to the river can be classified as submerged land. This area is dominated by vegetation which thrives in submerged as opposed to transitional or dry areas. It is regularly, although not at all times, inundated with water from the Halifax River. The portion of the property located between the upland and submerged areas is dominated by transitional zone vegetation. This area is not regularly inundated with water from the Halifax River, but is is sufficiently wet in quality that it supports transitional zone vegetation. In their original application filed with the Department of Environmental Regulation, the Applicants proposed to construct a vertical slab bulkhead or seawall which would run along the mean high water line of the river. The seawall would have been located 102.5 feet back from the northeast corner of the property on John Anderson Drive, and 96 feet back from the southeastern corner. The Applicants proposed to fill the area between the seawall and the road with 7,000 cubic yards of fill material. No dredging activity was proposed. The Department opposed the application because of the configuration of the seawall, and because the seawall would have been located within a submerged area adjacent to the river. The Applicants responded with a revised permit application. This application proposed a vertical slab seawall which would be located three feet landward of the original proposal. The Department continued to object to the vertical configuration of the seawall, and proposed that it be moved an additional three feet landward. The Applicants agreed to incorporate the proposed modifications. As modified the Applicants are seeking a permit which would allow the construction of a sloped riprap seawall which would run from a point 96.5 feet west of the northeastern corner of their property to a point 90 feet west of the southeastern corner. The seawall would have a two-to-one slope. The Petitioners would fill the area landward of the seawall with material that would be trucked in from another location. No dredging activity is proposed. The Petitioner owns land directly across John Anderson Drive to the east of the Applicants' property. The Petitioner's property does not border on the Halifax River or on any other waterway. The Petitioner has no riparian rights. The Petitioner's property would not be directly affected by the proposed seawall and landfill. If the Applicants construct a residence on their property, the Petitioner will lose his view of the Halifax River. The Petitioner has a general interest in protecting the environment of the area. The Applicants' proposed seawall would be located landward of the area that is regularly inundated by water from the Halifax River. While the evidence does not support any specific conclusion with respect to a mean high water line, the seawall would be landward of the area that is dominated by submerged vegetation. There was considerable testimony at the hearing on the issue of whether the proposed seawall would lie within a submerged or a transitional zone. Testimony that the wall would lie within a submerged zone was based upon a mistaken assumption that surveyor's stakes marked the location of the proposed seawall. The stakes were actually located waterward of the location of the wall, and the wall will not lie within the submerged zone. Furthermore, a narrow strip of approximately five to six feet of transitional land, i.e. land that is dominated by transitional zone vegetation, would be unaffected by the proposed construction. The remaining transitional area on the Applicants' property would be obliterated. It is probable that much of the transitional vegetation waterward of the seawall, and the submerged vegetation would be damaged or destroyed during construction of the seawall. The sloping riprap construction of the seawall would, however, disperse wave activity, allowing the reestablishment of the submerged vegetation, and of transitional vegetation waterward of the seawall. Submerged and transitional vegetation perform an important function in maintaining the water quality of a water body. The vegetation serves to purify water by assimilating nutrients from tidal waters which flow through the vegetative areas, and from upland runoff which enters the water body. The proposed construction would not affect this "kidney effect" of submerged and transitional vegetation adjoining the Applicants' property. Submerged vegetation will reestablish itself. Tidal waters from the Halifax River will continue to ebb and flow through the area dominated by submerged vegetation. Since the waters do not regularly flow through the area dominated by transitional vegetation, this purifying effect will not be lost. Surface water which runs across the Applicants' property into the Halifax River will not be subjected to the same purification after construction as presently due to the loss of considerable transitional zone vegetation. This is a relatively underdeveloped area, however, and it does not appear that the runoff would contain nutrients that could not be adequately filtered through the remaining transitional vegetation and the submerged vegetation.
Findings Of Fact The applicant proposes, on the west shore of the Indian River to: (1) Dredge an access channel 3' deep, 801 wide, and 1,500' long, Construct a vertical seawall of 600 linear feet along the waterward side of the proposed fill area, and Disposit some 4,000 cubic yards of spoil in a 200' x 400' area enclosed by the seawall. This proposed seawall will be in line with and connect to an existing seawall along the adjacent north property. A hydraulic dredge and a silt screen will be used during dredging operation. Petitioner acquired the submerged lands fronting his property on the west bank of the Indian River at Melbourne, Florida to the bulkhead line, by purchase from the Trustees of the Internal Improvement Trust Fund (IITF) in 1963 and 1964. The submerged land just north of Petitioner's property was likewise acquired from the Trustees, bulkheaded and filled, circa 1963 where a commercial marina is now operated by one Rathman. Indian River in the vicinity of Melbourne has become in the nature of a basin by reason of the Eau Gallie Causeway to the north and the Melbourne Causeway to the south. These causeways have materially reduced the flushing of this stretch of the Indian River and increased the turbidity of the water. Normal turbidity of the Indian River in the vicinity of the lands here involved is such that the bottom cannot be seen at depths greater than 1.5 to 2 feet. Surface drainage from U.S. 1, which runs just west of Shablowski`s property, and an area of some 5 square miles just west of U.S. 1 runs into the Indian River through culverts just north and south of Petitioner's property. No evidence was submitted that this surface runoff goes through debris or settling traps before being discharged into the Indian River. Rathman's marina and the area there filled is bounded on the south by a bulkhead normal to the shoreline of Indian River and extending into the river some 200 feet. This creates a pocket where some debris accumulates on the north end of Petitioner's property. Granting the applied for permit would result in moving this pocket 400 feet to the south. Although the Indian River, between the causeways above noted, is in an ecologically stressed condition due primarily to the effects of the causeways and the surface water drainage into Indian River, it is not dead. Cuban Shoalweed grows in the shallow water areas of the Indian River (less than 3 feet deep) and provides a source of food to the marine life in the area. The submerged lands owned by Petitioner are sparsely covered (10 percent to 25 percent) with patches of Cuban Shoalweed. The area proposed for filling has an average depth of approximately 1.5 feet with some areas near the eastern edge of the property having depths of up to 3.5 feet. However, these are primarily holes or former channels. A significant amount of animal life exists on the property in question. These consist of blue crabs and numerous small fishes such as silversides, mojarra, needlefish, mullet, sheepshead, leather jack and snook. Benthic samples collected include polychaetes, amphipods, sphaeromid isopods, cumaceans, small shrimp, gem clams, paper mussels, gobies and pipe fish. Petitioner's proposal to dredge an access channel 3 feet deep, 80 feet wide, and 1500 feet long from the eastern edge of the property riverward will not have a significant adverse impact on marine biological resources or water quality. (Exhibit 3). Silt screens will be used in connection with the hydraulic dredging and the shallow depths to which Petitioner proposes to dredge will not cause permanent damage to the bottom grasses, if any, in the dredged area. The vertical bulkhead proposed by Petitioner would increase the possibility of scouring in the areas; however Petitioner agreed at the hearing to install rip rap along this bulkhead. This will eliminate scouring and promote the propagation of marine life. Granting the application will result in the loss of approximately 2 acres of moderately productive bottom land in the Indian River, or approximately 0.1 percent of the total area of the Indian River in the basin between the two causeways. Respondent generally acknowledges that filling of the area in question will not have a significant effect upon the ecology of the area; however, if others also fill productive bottom lands the cumulative effect could be significant. Petitioner has not determined the use to which the property will be put if the application is granted. At such time as construction is instituted DER can establish requirements for surface water runoff containment to protect the receiving waters.
The Issue The issue for resolution in this proceeding is whether the Department of Environmental Regulation (DER) should approve Petitioner's construction of a dock on Lake Kissimmee in Polk County, Florida. Such approval would require the grant of an after-the-fact permit.
Findings Of Fact Earl W. Thomas, the Petitioner, owns approximately 15.5 acres on the western shore of Lake Kissimmee near Lake Wales, in Polk County, Florida. On March 15, 1984, Petitioner filed an application with the Department of Environmental Regulation (DER) to construct a 3,160 square foot dock at his property on Lake Kissimmee. The dock is described in drawings attached to the application as 550 feet long with a 60 foot "T" segment at the end. The application form is styled, "Joint Application, Department of the Army/Florida Department of Environmental Regulation for Activities in Waters of the State of Florida". The activity described in the application is "proposed pier for mooring private boat -- no fuel pumps or toilet facilities to be constructed on pier". (Petitioner's exhibit #5) Thomas received a letter dated March 28, 1984 from the Army Corps of Engineers acknowledging the application and granting General Permit SAJ-20. The letter authorized construction but provided that it did not obviate the need for any other required federal, state or local permits. A form letter from the Florida Department of Natural Resources (DNR) dated April 26, 1984, informed Thomas that a letter of consent from the Board of Trustees of the Internal Improvement Trust Fund would be required. A form letter from DER dated May 10, 1984 acknowledged receipt of the application and stated that evaluation of the project would be delayed until receipt of DNR consent. The DNR letter of consent was issued on June 28, 1984, signed by Ted Forsgren, Chief, Bureau of State Lands Management, and referencing the use of approximately 2,366 square feet of state-owned submerged land for a private docking facility. The letter states, "Please consider this the authority sought under Section 253.77, Florida Statutes, to pursue this project." (Petitioner's exhibit #9) Thomas commenced construction, and the dock was completed by July 28, 1984. As completed, the dock is approximately 480 feet long, with a 24 foot "T" cross at the end. During construction, in a letter dated July 24, 1984, to the DER Tampa office, Ed Moyer, then Fishery Biologist with the Florida Game and Fresh Water Fish Commission stated, "Our office is opposed to the issuance of a permit to construct a 600' [sic] dock on the west shore of Lake Kissimmee. " (Respondent's exhibit #2) Basis for the opposition was that the structure would obstruct boat traffic along a navigable path parallel to Mr. Thomas' shoreline. In a letter dated September 17, 1984, signed by James W. MacFarland, Director, Division of State Lands, DNR informed Thomas that it was rescinding its prior consent due to receipt of additional information from DER and conversations with the Game and Fresh Water Fish Commission. The letter also states "...It appears that the information represented to us did not actually represent your proposed activity or address the severe navigational problems caused by your construction of a facility approximately 600 feet [sic] in length. ..." (Petitioner's exhibit #10) On September 18, 1984, DER issued its Intent to Deny Thomas' application. This document provides, in pertinent part: * * * On October 14, 1984 [sic] Bill Ackerman, Field Inspector for Polk County, inspected the proposed pier site and the adjacent lake. Approximately 200' waterward from the west shore of the lake is a 20' wide approximately 4' deep navigation channel which is used by area boaters during sudden winds from the east as a safe haven path which protects them from the chop of the open lake. Based on his personal experiences and site inspection on this lake and the opinion and the recommenda- tion of the Florida Game and Fresh Water Fish Commission, the agency has come to the conclu- sion that the proposed dock will both obstruct and hinder navigation in this natural lake channel, contrary to the provision of Chapter 253.123, F.S. In addition, the proposed dock's obstruction of the existing channel will cause boaters to prop dredge a new access channel around the dock, causing substantial wetland losses, resuspension of nutrient laden bottom sedi- ments and turbidity. * * * [Petitioner's exhibit #11] In response to this notice, Petitioner requested a formal hearing. Nothing in the record of this proceeding explains the inconsistency in the dates in the notice of intent to deny. The notice itself was issued on September 18, 1984 and the October 14, 1984, reference is clearly in error. The permit file of the DER includes a form dated 6/11/84, styled "Permit Application Appraisal", referencing an on-site inspection by Bill Ackerman on 10/14/82. [Respondent's exhibit #3] This form appraisal describes the project as a 600' long private dock, with a 48 square foot "T" at the end, and 2400 square feet of over-water surface area. The appraisal references a fence that Thomas built allegedly on state submerged lands in the lake, and a dispute with DNR over that fence. The appraisal also describes a boat path about 200' from shore and parallel to the shore within the grassy weeds, providing a safe passage for small boats caught in the lake in sudden storms or high waves. The appraisal recommends denial of the permit for navigation reasons, but recommends that the permit could be approved if the fence were removed and the length of the dock were reduced. The inspector and apparent author of the appraisal report, Bill Ackerman, died several years ago. No witness could explain the source of the various references to a 600' dock, since the application was for a 550' long dock, including the width of the "T" cross, and the dock that was built was 480' long. The appraisal report is the only evidence from DER's file of that agency's review of the project, and it is evident that the site visit was conducted approximately 1 1/2 years prior to the application in issue, perhaps related to the fence, which is not at issue in this proceeding. However, Edwin Moyer, the Florida Game and Fresh Water Fish Commission staff person who wrote the July 1984 opposition letter, testified and confirmed that the boat trail described in the appraisal did exist in 1984. This trail, called a "kicker trail", was not a dredged path, but rather was created like many others by the operation of boat propellors through the weeds and grasses along the shore of the lake. If unused, these trails disappear, and new ones are created. At the Thomas site, Lake Kissimmee is approximately 5 miles wide. Small boats need the trails as the vegetation protects them from high waves. Thomas' dock intersected the kicker trail described in the DER appraisal report and by Edwin Moyer. New trails, however, now exist beyond the end of Thomas' dock and still within the dense vegetation which extends some 360 feet waterward from the end of the dock. An "outside" trail runs parallel to the shoreline, approximately 350 feet beyond the dock, and is used by small to medium motorboats. An "inside" trail is located about 60 feet beyond the end of the dock and is used exclusively by airboaters, who can run in just inches of water and who experience severe handling problems in deep water or heavy waves. Airboats don't require trails, as they can travel on top of the vegetation. Regular motorboats, such as bass boats and jon-boats, require more water. The water depth at the end of Thomas' dock fluctuates from about one to five feet deep; not including the approximate 1.5 feet of muck on top of the sand at the lake bottom at the Thomas site. The water elevation in Lake Kissimmee is controlled by the South Florida Water Management District, with a regulated high of 52.5 ft. NGVD to a regulated low of 49.0 ft. NGVD, with an even lower 48.5 ft. NGVD every three years. At the time of hearing, the water level was 50.3 ft. NGVD, or approximately 2.4 ft. deep at the end of Thomas' dock, not including the depth of the muck. Even if the Thomas dock did not exist, regular motor boats would have trouble navigating closer to shore, due to the shallowness of the water. Moreover, there are stumps and posts closer to shore, which present a greater danger to boaters, including seasoned airboaters, than Thomas' dock which is fully visible and which includes a light at the end which remains lit, with reflectors along the edges. Airboats running close to the shore have to veer out into deeper water as they approach the Thomas site, to avoid the dock. This is a nuisance, according to Garrett Whatley, an airboat operator who races on Saturday evenings. But the greater nuisance, as he concedes, are the posts and steel pipes in the water near the shore which are not marked and which can crack up a boat. In bypassing the dock, these obstructions are also avoided. Some Lake Kissimmee boaters consider Thomas' dock a navigational aid. The west side of the lake is not developed and the dock provides a prominent landmark, particularly for snail fishermen and other night boaters. The Gleasons and the Gilberts are neighbors of Earl Thomas. They each have 200 ft. docks which have been permitted by DER. The Gleasons have a 24 ft. pontoon boat which they moor at the end of a 70 ft. catwalk extending from the end of their dock. Even then, the water is only about 12 inches deep and they have to pole the boat out to avoid plowing into the muck on the lake bottom. The vegetation line at Thomas' site is thicker and farther out than at the Gleason's. George Gilbert also has a pontoon boat which he has to pole to access his dock. He has a kicker trail at the end of his dock, but the water is too shallow to use it. DER has granted him a permit to extend his dock another 100 feet. DER considers 300 feet a reasonable length for docks in the area and the agency tries to keep them a uniform length for navigational purposes. Removal of all or a portion of Thomas' dock can be accomplished without water quality damage so long as the removal is closely controlled. The pilings would have to be enclosed with a screen to limit turbidity during the removal process. Even if the act of removal could be controlled, the turbidity caused by boats interacting with the sediment closer to shore would be a recurring problem without the dock as it now exists. A shorter dock would necessitate the use of catwalks or other temporary access to boats unable to navigate the shallow water. Those boats moored away from the dock would still be an obstruction, and if unlit, would be less visible to night fishermen than the existing structure. The Thomas dock, as it now exists, is not a navigational hazard. Its removal would be more damaging than to permit it to remain.
Recommendation Based on the foregoing, it is hereby recommended that the Department issue its final order granting Petitioner's application for the dock as it now exists. That is, the application for a 550 foot dock should be deemed amended to provide for a 480 foot dock, as built. RECOMMENDED this 7th day of January, 1991, in Tallahassee, Leon County, Florida. MARY CLARK 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 7th day of January, 1991. APPENDIX TO RECOMMENDED ORDER, CASE NO. 84-4164 The following constitute specific rulings on findings of fact proposed by the parties. Findings of Fact Proposed by Petitioner Adopted in paragraph 2. Adopted in paragraph 5. Adopted in paragraph 6. Adopted in paragraph 7. Adopted in paragraph 9. Adopted in paragraph 10. Adopted in paragraph 11. Addressed in Preliminary Statement. Adopted in paragraph 7. 10.-14. Adopted in paragraph 17. 15.-18. Adopted in substance in paragraphs 16 and 20. Findings of Fact Proposed by Respondent Adopted in paragraph 2, except that the dock was to be 550 feet long. Adopted in paragraph 7. Adopted in paragraph 5. Adopted in paragraph 10. Adopted in substance in paragraphs 16 and 20. 6.-9. Adopted in summary in paragraph 17. Adopted in paragraph 12. Adopted in paragraph 15. Adopted in paragraph 16, by implication. Adopted in paragraph 18. 14. Rejected as unnecessary. 15.-16. Adopted in substance in paragraph 20. 17. Rejected as unnecessary. 18. Adopted in paragraph 16. 19. Adopted in paragraph 18. 20. Rejected as unnecessary. 21. Adopted in paragraph 22. COPIES FURNISHED: Carlyn Harper, Esquire P.O. Box 2807 Orlando, FL 32802 Douglas H. MacLaughlin Asst. General Counsel DER-Twin Towers Ofc. Bldg. 2600 Blair Stone Rd. Tallahassee, FL 32399-2400 Dale H. Twachtmann, Secretary DER-Twin Towers Ofc. Bldg. 2600 Blair Stone Rd. Tallahassee, FL 32399-2400 Daniel H. Thompson General Counsel DER-Twin Towers Ofc. Bldg. 2600 Blair Stone Rd. Tallahassee, FL 32399-2400
Findings Of Fact The City of Cocoa Beach is proposing to maintenance dredge a channel which connects land areas of the City with the open waters of the Banana River in Brevard County, Florida. The channel runs approximately one and three-fourth miles from east to west. Nearest the shore the channel is approximately seven feet deep. As it extends out into the river, the channel has deteriorated to the point where at approximately halfway along its length it is only two feet deep. From that point until the end of the channel in the Banana River, it gets no deeper than three feet. Silt-like material has accumulated in the bottom of the channel. During low-water periods, many boats are completely unable to utilize the channel. Smaller boats which can use the channel are able to do so either because they plane above the channel bottom, or because they plow through the silty material. There are two other channels available for use which have not deteriorated to this extent, and even in low-water periods, boats unable to use the subject channel are not landlocked. The City proposes to remove approximately 9,761 cubic yards of material from the channel, and to deposit it adjacent to the channel in a partially submerged and partially dry area. Several small islands run parallel to the channel. These were created from spoil which resulted from the original construction of the channel. The City proposes to deposit material that it dredges from the channel onto three already existing islands, combining them into one island, which would be approximately 120 feet by 650 feet. The City proposes to contain turbidity which would result from the dredging and depositing operations by placing a turbidity screen around the filled area. The area where the proposed dredging and filling would take place is within an aquatic preserve as specified in the Aquatic Preserve Act, Chapter 258, Florida Statutes. The Banana River has been classified as Class III Waters. There is very little tide in the area of the proposed project, other than wind-driven tide. The islands which would be covered by fill from the channel if the permit is issued as proposed by the City are ringed with mangroves except in those places where erosion has taken place. The submerged areas which would be filled are dominated by aquatic grasses, primarily manatee grass and Cuban shoalweed. The mangroves and sea grasses form a productive area which serves as the base of the food chain in the river. The vegetation also serves to filter and uptake nutrients from the water. The area thus performs important environmental functions in serving as a part of the food chain for fish and other wildlife in the river, and in preserving the water quality of the river through the uptake of nutrients. The area that would be filled would amount to just over three acres. There are approximately 7,000 acres in the subject portion of the Banana River which are similarly dominated by aquatic grasses. While the area is small, it is significant both because it is especially productive, and because there has been considerable development along the shoreline of the Banana River, which puts stress on wildlife and water quality. Placing the fill on the area would obliterate the mangrove and sea grass communities, and would put an end to the significant environmental functions that the area now performs. The sediment that is in the channel and which would be placed on the mangrove and sea grass communities is a fine, silty material. It contains hydrogen sulfide, a toxicant to marine life. The material is presently largely contained within the channel. It is anaerobic, meaning that oxygen is not present in it, and it has an unpleasant smell. If the material is not contained, and it is allowed to spread across the flat sea grass areas, it will have an adverse effect upon the area. Biochemical oxygen demand would be dramatically increased in areas where the material spreads, and violations of the Department's standards for toxic substances would be likely. The City proposes to contain the material by placing a turbidity screen around the filled area. A plastic screen with a chain bottom would be installed around the filled area with stakes holding it in place. Such screens are very effective in containing turbidity under some circumstances. In connection with the instant proposed project, however, it is unlikely that the turbidity screens would be sufficiently effective. In the first place, the screen would be anchored by stakes. Turbidity screens are effective when they are anchored at both ends to upland areas. When they are not so anchored, their efficiency decreases. Furthermore, the material that would be contained in this instance is extremely fine. Turbidity screens are not as effective in containing fine, silty materials as they are with coarser materials. It is likely under the best circumstances that the silty fill would seep under the screen, and through any gaps that might occur. Since the screen would be contained by stakes in an area which is subject to wind-driven tides, it is likely that fissures would occasionally develop in the screen, and that the silty materials would escape from the confined areas. It is therefore likely that violations of the Department's standards for turbidity and for toxic substances would occur outside of the screened area. Since the silty material is a toxicant to marine plant and animal life, the effects of placing the fill in this area would be to measurably degrade water quality beyond the limits of the filled area. The problems inherent in placing the fill along the channel could be avoided by pumping the fill to an upland area. The City has considered this alternative; however, it has been advised that the cost of such pumping activities would increase the cost of the maintenance dredging from approximately $20,000 to in excess of $100,000. The City would not be able to afford the cost of the project under these circumstances. The City has not received any formal estimates for pumping the fill material to an upland area, but has received only an informal estimate that pumping beyond 2,000 feet would dramatically increase the cost. In order to get the material to an upland area, it would need to be pumped at least 8,000 feet.
Findings Of Fact Based upon all of the evidence, the following findings of fact are determined: This controversy began on July 9, 1990, when petitioners, David and Victoria Page, filed an application with the district office of respondent, Department of Environmental Regulation (DER), seeking the issuance of a permit authorizing certain construction activities (including the erection of a seawall) on their residential lot located at 3108 Gulfwinds Circle, Hernando Beach, Florida. The property faces west on the Gulf of Mexico, a water body designated as a Class III water in the State. The application was eventually deemed to be complete on October 24, 1990. After conducting a review of the application and an on-site inspection of the property, on January 18, 1991, DER issued its notice of permit denial. The notice identified the reasons for the denial as being petitioners' failure to give reasonable assurances that water quality standards would not be violated and that the project would be in the public interest. Also, DER cited expected adverse cumulative impacts if the application was granted. The notice provided further that if petitioners agreed to locate their seawall landward of the jurisdictional line, the project would be approved. In July 1991, petitioners amended their application to propose that the seawall be constructed even further seaward of the jurisdictional line. When efforts to resolve the case were unsuccessful, petitioners requested a formal hearing on January 17, 1992, to contest the agency's decision. Petitioners purchased their property in 1989. It lies within Unit 2 of Gulf Coast Retreats, a residential subdivision in Hernando Beach, Florida. The property is identified as lot 20 on Gulfwinds Circle and fronts the Little Pine Island Bay (Bay), which is a part of the Gulf of Mexico. Access to the Gulf is provided by a channel (six feet in depth) in the Bay in front of lot 20 and which eventually runs into the Gulf several miles south of petitioners' lot. It is undisputed that in 1985 Hurricane Elena passed offshore causing erosion to lot 20 and other adjacent lots. Consequently, the upland portion of the lot is now smaller than before the hurricane. However, petitioners purchased their property in that state of condition. Lots 19 and 21 are on the south and north sides of petitioners' property and are owned by the Steins and Budricks, respectively. Both neighbors have constructed vertical concrete seawalls in front of their homes. Budrick was issued a permit to construct a seawall on December 28, 1989, while Stein constructed his without a permit. However, Stein has subsequently filed an after-the-fact permit application and was recently advised by DER that the application was complete. At hearing, a DER representative expressed the view that the Stein application will probably be approved since his wall is landward of the DER jurisdictional line. It is noted that the Stein and Budrick seawalls sit back from the original property lines because of the erosion suffered during the 1985 hurricane and correspond to the jurisdictional line established by DER on their property. Another application for a permit to construct a seawall was filed by the owner of lot 18 in March 1992. Like Stein and Budrick, that owner proposed to construct his wall on the landward side of the jurisdictional line. Petitioners, who live in Kansas, desire to construct a home on their lot. They have proposed to place one hundred cubic yards of fill (limerock) on 1,065 square feet of intertidal wetlands on the western end of their lot and construct a 110-foot vertical seawall up to thirty feet seaward of the jurisdictional line. Thus, there will be dredge and filling activities in the Gulf of Mexico, a class III water of the state, thereby invoking the jurisdiction of DER. By law, DER is required to establish a jurisdictional line to show the landward extent of waters of this state, including the Gulf of Mexico. Such extent is normally defined by species of plants or soils which are characteristic of those areas subject to regular and periodic inundation by the waters of the state. As a general practice, using a prescribed plant or species indicator list, DER makes an on-site inspection of the property to determine what vegetation, if any, is found on the property and is subject to regular and periodic inundation by the waters. In this case, the dominant vegetation found on lot 20 was paspalum distichum, a plant on the species list subject to regular and periodic inundation by the Gulf waters. Accordingly, DER observed where the vegetation ended and used that point for the placement of the jurisdictional line. As a cross check, DER also noted the rack line, which is indicative of the landward extent to which the high tides rise, and found it to correspond to the vegetation line. It should be noted that the jurisdictional line established on petitioners' property corresponds with the line drawn on lots 18, 19 and 21, and if that line is used to construct the seawall on lot 20, the seawalls on all four lots would run in a straight line. Although petitioners objected to the jurisdictional line as established by DER, they offered no credible evidence to show that it was improper or should have been placed at a different location. On January 9 and 15, 1991, Richard W. Pugh, a DER field environmental specialist, conducted an on-site inspection of the property and adjacent waters. He also was responsible for establishing the jurisdictional line. Finding numerous adverse environmental effects that would occur if the permit was granted as proposed, Pugh recommended that the application be denied. This recommendation was accepted by the deputy assistant secretary for DER's Southwest District Office and a notice of permit denial was accordingly issued. The bases for the denial were that (a) reasonable assurances had not been given by petitioners that water quality standards would be satisfied; (b) a cumulative adverse impact on the area would occur if the permit was approved, and (c) petitioners had failed to give reasonable assurances that the project was in the public interest. In order to prove entitlement to a permit, petitioners must give reasonable assurance that water quality standards will not be violated and that the project is in the public interest. In this respect, they offered no evidence to provide these assurances. This in itself supports a finding that no entitlement to a permit has been shown. Even so, the agency elected to present evidence on these issues after petitioners' case-in-chief was concluded. Findings of fact drawn from that evidence are set forth below. On April 6, 1992, a DER marine biologist, Dr. George H. Farrell, visited the site and conducted a biological evaluation of the composition of the benthic community in the intertidal and subtidal wetlands which would be impacted by the project. Based on his tests and observations, Dr. Farrell concluded that the project as proposed would have an adverse impact on marine and wildlife resources in the area. This is because the area has very good water quality, contains a high species diversity, performs an integral part in the food web, and serves a valuable nursery function for estuarine dependent juvenile fish species and a corridor function for migrating estuarine dependent fish species. This testimony was not challenged by petitioners and is hereby accepted. 1/ In granting or denying a water resource permit, DER is also required to consider certain statutory criteria found in Subsection 403.918(2), Florida Statutes, to determine whether a project is in the public interest. Although petitioners did not address these criteria, and thus failed to give any assurances that the project is in the public interest as required by law, testimony adduced by DER established that under petitioners' proposal, there will be a permanent loss of 1,065 square feet of intertidal wetlands due to filling activities. These wetlands are now used by fish and wildlife habitat and will no longer be available for use. In addition, the same area is used as a nursery area by a variety of fish species. As such, the project will adversely affect the conservation of fish and wildlife and their habitats and will adversely affect the fishing values and marine productivity in the vicinity. Second, because petitioners' proposed seawall will jut out from their neighbors' walls by as much as thirty feet, and the corners of the seawall in that configuration will result in erosion or shoaling depending on whether the waters are moving north or south, the project will cause harmful erosion or shoaling. Third, because the wall is being constructed of concrete and steel and is not temporary, the project will be of a permanent nature and thus have a permanent adverse impact. Finally, the ecological functions being performed in the immediate vicinity of the project are extremely important and the elimination of this zone will significantly impair those functions. Collectively, these considerations support a finding that the project is not in the public interest. DER has a policy of not granting a permit if adverse cumulative impacts may be expected as a result of granting that permit. This policy is derived from a statute (s. 403.919, F.S.) requiring such impacts to be considered in the permitting process. In the case at bar, DER reasonably predicts that if it granted petitioners' application and authorized them to construct a seawall which jutted out up to thirty feet beyond their neighbors' walls, it would be obligated to grant similar permits to property owners on adjacent lots. Because petitioners' application will have an adverse impact on the water quality and is contrary to the public interest, the granting of additional permits would exacerbate those impacts. When an applicant proposes to fill (destroy) wetlands, and the applicant is unable to meet the public interest criteria set forth in subsection 403.918(2), DER shall consider measures proposed by or acceptable to the applicant to mitigate the adverse effects caused by the project. In this case, no mitigative measures were proposed by petitioners. At hearing, petitioners' representative asserted that in June 1991, the Cabinet (presumably sitting as the Board of Trustees of the Internal Improvement Trust Fund) implemented a new "policy" which allows property owners to "recover and bulkhead" land previously lost due to avulsion and erosion. He further represented that such requests were to be filed within five years after the event (hurricane). Although petitioners were not the property owners when the event occurred, and more than five years has elapsed, in July 1991 petitioners filed a request with the Department of Natural Resources (DNR) to reclaim and bulkhead their property and that request remained pending as of the date of hearing. A copy of the policy itself (or rule, if any, implementing the policy) was not made a part of this record. Even so, there was no evidence to establish that the granting of that application would require DER to grant a water resource permit, and DER takes the position that the request has no bearing on the issue of whether a water resource permit should be issued to petitioners.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that a final order be entered denying petitioners' application for a water resource permit. DONE and ENTERED this 27th day of April, 1992, in Tallahassee, Florida. DONALD R. ALEXANDER Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, FL 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 27th day of April, 1992.
Findings Of Fact The Guana River Marsh Aquatic Preserve (the Preserve) is state-owned property. Title is held by the Board of Trustees of the Internal Improvement Trust Fund. It includes some 13 miles of Atlantic Ocean beach within St. Johns County. Within the boundaries of the Preserve is included the Guana River State Park (the Park). It, too, is state-owned. It is managed and operated by the Division of Recreation and Parks (the DRP) of the Department of Environmental Protection (the DEP). Some of the Preserve's Atlantic Ocean beaches are included within the boundaries of the Park. The "wet sand," or "hard sand," area of the Atlantic Ocean beaches in the Preserve is the area of the beach between mean high water and mean low water. The mean high water line is essentially the landward extent of the ocean at mean high tide; the mean low water line is essentially the landward extent of the ocean at mean low tide. When the tide is low, this entire area of the beach is exposed. It remains wet and, generally, relatively hard-packed during the time it is exposed. However, there are beds of "red shell" in this part of the beach that are softer. In the summer, this part of the beach averages approximately 50 feet in width. In the winter, when the waves and tides generally are higher, it is narrower. In the Preserve, the mean high water line usually is indicated both by debris washed up during the highest tides and left on the beach and by a "shelf." This "shelf," made by the erosive action of the ocean waves during the highest tides and during storms, rises at an angle of approximately 45 degrees and can be from one to four or five feet high. Landward of this shelf is the "dry sand" or "soft sand" beach, also sometimes referred to as the "upper beach." It extends landward from the mean high water line to the vegetation line, where the dunes start. Usually, some pioneer vegetation is found in the uppermost reaches of this part of the beach, forming what is called the "foredune" area of the beach. The tides along the Atlantic Ocean beaches in the Preserve are semi- diurnal, i.e., there usually are two high tides and two low tides a day. These high and low tides last approximately one hour, and each day they occur approximately an hour later than they did the day before. There are five beach access points with motor vehicle parking areas located along U.S. Highway A1A within the Preserve. Three are within the Park. There is parking for approximately 120, 68, 79, 42 and 25 vehicles in these five parking areas. There also is a current proposal for the addition of three more access points in the Park, with parking for a total of 340 vehicles, five beach bathhouses, and five pedestrian overpasses. There are many other places where pedestrians can walk from A1A to the beaches, including 30 County-controlled access points. But there are no lawful parking areas adjacent to any of these other access points at this time, and parking on the right-of-way of A1A is prohibited. Currently, the only lawful motor vehicle access to the Atlantic Ocean beaches in the Preserve is to the south of the Preserve. Prior to the agency action challenged in these proceedings, motor vehicles lawfully could be driven onto the beach at this access point and be driven north into the Preserve, so long as they remained below the mean high water line. A former access near the north end of the Preserve has been cordoned off. To leave the Preserve, motor vehicles would have to be turned around and driven back south to the same motor vehicle access point. Due to the restricted access to the Atlantic Ocean beaches in the Preserve, not much use is made of those beaches. In comparison, beaches to the south are used much more heavily. Of the relatively few who use the motor vehicle access to the south and drive on the beach north through the Preserve, some ultimately use the beaches to picnic, swim, surf, beach-comb and similar activities; some probably just drive on the beach. There was no evidence quantifying the uses currently being made of the beaches in the Preserve. In the past, homemade motor vehicles called "skeeters" were built with a light-weight chassis and over-sized wheels. They were used for driving on both the hard and soft areas of the beaches, as well as illegally in the dunes. This practice has been curtailed due to better enforcement of the prohibitions against driving in the dunes, a generally heightened environmental consciousness among the public, and prohibitions against driving the "skeeters" on public highways. Generally, there has been less driving on the beaches of the Preserve in recent years, although the practice persists at a reduced level. At all times of the year, it sometimes is impossible to drive along the entire length of the beaches in the Preserve without driving on the soft sand area. This is especially true during the winter months when the waves and tides are higher and storms are more frequent. But even in the summer months, there are times when "red shell beds" in the "wet sand" part of the beach must be circumvented to avoid getting stuck. Especially when the tide is not at its lowest, the only way to avoid some of these "red shell" beds is to drive over the "shelf" and onto the "soft sand." Depending on the tides, this may also be necessary in order to turn a vehicle around on the beach. In many places, the "soft sand" area is not very wide, and it would be necessary under those circumstances to drive in the "foredune" area. The times of the daily high and low tides can be obtained relatively easily by members of the public. But there is no assurance that all persons who would drive on the beaches would know the times of the tides. Nor is there any assurance that persons who drive the "wet sand" or "hard sand" part of the beaches at low tide also would plan to both start their beach drive and their return trip during low enough tides to be able to avoid driving on the "soft sand" part of the beach. For these and other reasons, it would be difficult, if not practically impossible, to effectively monitor beach driving throughout the Preserve and consistently enforce a restriction to driving only on the "wet sand" or "hard sand" areas of the beach. In the summer months, sea turtles lay eggs in nests dug in the sand of the foredune and dune areas of the Atlantic Ocean beaches in the Preserve. After a period of incubation in the nests, the turtle hatchlings dig themselves out of the nests and crawl to the ocean to begin their lives in the sea. Driving motor vehicles over nests on those parts of the beaches in the summer months could crush eggs in their nests or pack the sand hard enough to reduce the number of hatchlings that emerge from the nest alive. In addition, driving motor vehicles in these area, even in other parts of the year, can leave ruts in the beach that disorient hatchlings that leave the nests in summer so that fewer reach the ocean alive. Sea turtles crawl out of the ocean to their nest sites at night. Artificial lighting can disturb their nesting and egg-laying activities. However, it seems that moving lights, or lights that turn on and off (in the manner of car lights), create more of a disturbance than stationary lights, such as those more often found at residences along the beaches in the Preserve. The Management Plan does not prohibit artificial lighting along the beaches in the Preserve, but it recommends that further attention be given to this problem and that ways to address the problem be explored and pursued in cooperation with the County. Various shore birds, including the threatened least tern, make their nests in the foredune area of the beaches in the Preserve. Driving on the foredunes destroys and disturbs nesting habitat and disturbs the nesting activities of these birds. In addition, both these ground nesting shore birds and a variety of migratory birds make use of different areas of the beaches to rest and feed. Driving on the beaches disturbs these activities, as well. The only known nesting colony of least terns in St. Johns County is located in the Park, where beach driving is prohibited. The Division of Parks and Recreation (DPR) of the Department of Environmental Protection (DEP) has utilized F.A.C. Rule 16D-2.002(4)-(5) to prohibit driving or parking motor vehicles on the beaches of the Park by not designating the beaches as driving or parking areas within the Park. At least parts of the beaches in the Park have been posted as areas where driving motor vehicles is prohibited. In order to develop a management plan for the Preserve, the manager of the Preserve personally researched the geology, climate and natural resources of the Preserve, as well as the records of the County, and also collected data pertaining to the Preserve from several state agencies. Over the course of a year, the manager's input was taken into consideration, and a management plan, called the Guana River Marsh Aquatic Preserve Management Plan (the Management Plan), was developed for the Preserve. It was adopted by the Board of Trustees of the Internal Improvement Trust Fund on December 17, 1991. The Management Plan recites in pertinent part: At the present time, motorized vehicular traffic is permitted, by county ordinance, below the natural vegetation line on the beaches adjacent to the Atlantic Ocean in St. Johns County. Vehicles are not allowed on the 4.2 miles of beach within Guana River State Park. The coarse coquina sand and steep profiles of the beaches in the preserve make driving on the wet sand area difficult. Drivers are forced to cross the dry sand area, damaging the foredunes, pioneer dune vegetation and sea turtle nesting habitat. Due to the negative environmental impacts resulting from this activity, motorized vehicular traffic shall not be considered an authorized activity on sovereign submerged lands within [Prime Resource Protection Area] PRPA beach management areas of the preserve, and therefore will be prohibited. Under the Management Plan, all of the Atlantic Ocean beaches in the Preserve are Prime Resource Protection Area, and the driving of motorized vehicles on them is prohibited. On June 11, 1993, the DEP's DRP sent St. Johns County a letter advising that, based on the Management Plan, DEP no longer would permit the driving of motor vehicles on the Atlantic Ocean beaches in the Preserve. The proposed amendment to F.A.C. Rule 18-20.004(7), incorporating the Management Plan, was noticed in the Florida Administrative Weekly on August 6, 1993. On or about August 18, 1993, the DEP agreed not to enforce the beach driving prohibition in the Preserve until these cases are resolved.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Respondent, the Department of Environmental Protection enter a final order enforcing the prohibitions contained in both F.A.C. Rule 16D-2.002(4)-(5) and the proposed amendment to F.A.C. Rule 18-20.004 against the driving of motor vehicles on the beaches on the Atlantic Ocean beaches in St. Johns County that are within the Guana River Marsh Aquatic Preserve. RECOMMENDED this 30th day of November, 1993, in Tallahassee, Florida. J. LAWRENCE JOHNSTON Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 30th day of November, 1993. APPENDIX TO RECOMMENDED ORDER, CASE NO. 93-3970 To comply with the requirements of Section 120.59(2), Fla. Stat. (1991), the following rulings are made on the parties' proposed findings of fact: Petitioner's Proposed Findings of Fact. 1. Accepted and incorporated. 2.-6. Accepted and incorporated to the extent not subordinate or unnecessary. 7. Subordinate and unnecessary. 8.-9. Accepted and incorporated to the extent not subordinate or unnecessary. First sentence, rejected as not proven. There also is access by boat and, albeit over longer distances, by foot. Accepted and incorporated to the extent not subordinate or unnecessary. Accepted in part and rejected in part, as reflected in the Findings of Fact. Accepted as representative of dead low tide. Subordinate and unnecessary. Accepted and incorporated. Rejected in part: in that there are "red shell beds" in summer, too, and they can force drivers onto the "soft sand" areas in summer, too, depending on the tides; in that "dramatically" is argument and not proven; and in that Exhibit 2 depicts dead low tide in summer. Accepted but subordinate and unnecessary. Rejected as not proven. (Enforcement of such mitigation would be impracticable or impossible.) Accepted but subordinate and unnecessary. Accepted and incorporated. 20.-21. First sentence, accepted and incorporated. Second sentence, accepted that the County uses "due care," but enforcement of a prohibition against driving anywhere except on the "hard sand" is impracticable or impossible. Rejected as not proven. Accepted but subordinate and unnecessary. Rejected as not proven that there is "no way to get to many beach areas" or that limited access "restricts traditional use." (Access as limited, or more limited, is "traditional.") 25.-27. Accepted and incorporated. Rejected as not proven. (How easy it is depends entirely on the tide, the number and location of people on the beach, and the presence of "red shell" beds.) Accepted and incorporated. Respondent's Proposed Findings of Fact. 1.-3. Accepted and incorporated except to the extent conclusion of law and unnecessary. Accepted and incorporated. Accepted but subordinate and unnecessary. 6.-20. Accepted and incorporated to the extent not concluson of law, subordinate or unnecessary. 21.-24. Rejected as being conclusion of law. 25.-33. Accepted and incorporated to the extent not subordinate or unnecessary. 34. Rejected as conclusion of law as to who is "responsible." 35.-54. Accepted and incorporated to the extent not subordinate or unnecessary. 55. Rejected as not proven. Also, conclusion of law. COPIES FURNISHED: Daniel J. Bosanko, Esquire Assistant County Attorney St. Johns County Post Office Box 1533 St. Augustine, Florida 32085-1533 Edwin A. Steinmeyer, Esquire Barrie J. Sawyer, Esquire Assistant General Counsel Department of Environmental Protection Mail Station 35 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Virginia B. Wetherell, Secretary Department of Environmental Protection 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Kenneth Plante, Esquire General Counsel Department of Environmental Protection 2600 Blair Stone Road Tallahassee, Florida 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. /
