The Issue Whether Sam Patterson’s proposed dock project is exempt from the need to obtain an Environmental Resource Permit (ERP) from the Department of Environmental Protection (Department) under Florida Administrative Code Rules 40E-4.051(3)(c) and (d).
Findings Of Fact The Parties Mr. Scully resides at 941 Brookdale Drive, Boynton Beach, Florida, Lot 16, adjacent to and south-southeast of Mr. Patterson's residential property. The northern or rear portion of Mr. Scully's lot borders on an artificial canal that is designated a Class III water by Department rule. He does not have a dock per se; he moors his boat against and parallel to a narrow concrete area (and his lot line), separated by buffering material. Mr. Patterson, the applicant, owns the property at 930 Brookdale Drive, Boynton Beach, Florida, Lot 15. Lot 15 is north-northwest and adjacent to Mr. Scully’s property. This residential property is currently leased to others. The residential property (Lot 14) adjacent to and north-northeast of Mr. Patterson's lot is apparently owned by an individual named Meloche. The Department has the jurisdiction to determine whether the proposed project is exempt from ERP requirements. The Proposed Project On or about September 13, 2004, Mr. Patterson filed an application requesting an exemption to replace an existing five- foot by 21-foot (105-square feet) marginal dock in the same location, configuration, and dimensions as the existing dock. He also requested an exemption to install a five-foot by 16-foot (80-square feet) wooden finger pier extending perpendicular to and from the middle of the existing marginal dock. As of the final hearing, the project has been revised such that the wooden finger pier will extend 11.8 feet (rather than 16 feet) and perpendicular from the middle of the marginal dock. Mr. Patterson changed the length of the finger pier to comply with City regulations, which are not at issue in this case. The “Site Plan” is attached to the Department’s Notice of Determination of Exemption. (JE 1). The “Site Plan” shows a one-story residence on Mr. Patterson's Lot 15. The front of the lot measures 100 feet, whereas the rear of the lot (that abuts the canal on the easternmost portion of the lot) is 50 feet in length from south to north. The seawall is one-and-one-half feet in width. The existing marginal dock abuts the seawall running south to north and is 21 feet long and five feet wide. Small concrete platforms abut the marginal dock on the south and north. The Department reviewed the original application and on October 13, 2004, advised Mr. Patterson, in part, that his project was exempt from the need to obtain an ERP under Florida Administrative Code Rules 40E-4.051(3)(c) and (d). The Department had not reviewed the change to the project prior to the final hearing. See Finding of Fact 5. Lots 16, 15, and 14 are situated as a cul-de-sac (semi- circle) with the canal north of Lot 16, east of Lot 15, and south of Lot 14. Lot 14 is across the canal from Mr. Scully's Lot 16. There are five properties on each side of the canal, running west to east. The artificial canal runs directly east from Mr. Patterson’s property for an uncertain distance to the Intracoastal Waterway (ICW). Mr. Patterson’s property (Lot 15) is the western end-point for this canal. Mr. Patterson’s eastern property line (fronting the canal) is 50 feet in width. However, the precise width of the canal between Lots 14 and 16 is unclear. Ms. Smith reports (in her site inspection report of March 3, 2005 (JE 3)) that the canal is approximately 50 feet wide. Mr. Patterson testified that Karen Main with the City of Boynton Beach advised him that the consensus opinion of City employees reviewing the issue was that the canal measured 66 feet in width. There appears to be some widening of the canal east of Mr. Patterson’s property line and then the canal appears to straighten-out as it proceeds to the east to the ICW and past the easterly property lines for Lots 14 and 16. See (JEs 1-site plan; 5-aerial). The weight of the evidence indicates that the canal, between Lots 14 and 16, is approximately 60 to 66 feet wide. See, e.g., id. In the past, the prior owner of Lot 15 (Mr. Patterson's property) moored a boat at and parallel to the marginal dock, which means that the bow, for example, faced Lot 14 and the stern faced Lot 16. Mr. Patterson currently owns a 16-foot boat that he wants to moor at the marginal dock. However, he feels that it is unsafe to do so, particularly if Mr. Scully’s boat drifts. Meloche (Lot 14 to the north) has a fixed boatlift, which allows for the elevation of a boat out of the water, with the bow facing west toward and in front of the northern end of Mr. Patterson’s seawall. (JE 4). Mr. Scully moors his boat parallel to the shoreline of Lot 16 and perpendicular to Mr. Patterson’s 50-foot eastern seawall and property line. (JEs 4 and 6). Mr. Scully’s seawall intersects Mr. Patterson’s seawall such that when Mr. Scully’s 22-foot boat is moored at his seawall, it is also in front of the southern end of Mr. Patterson’s seawall. Id. When Mr. Scully’s boat is tightly moored at his seawall, it does not interfere with or block Mr. Patterson’s marginal dock. (JE 6). However, when Mr. Scully’s boat is loosely moored, it drifts toward the center of the canal in front of Mr. Patterson’s marginal dock. (JE 4). With no boat moored at the marginal dock, Mr. Scully is able to freely maneuver his boat to his seawall with limited “backing” of his boat required (stern first). With a boat consistently moored at Mr. Patterson’s marginal dock, Mr. Scully would have to back into his area beside his seawall in order to avoid colliding with that boat. Mr. Patterson’s finger pier would enable him to safely moor a boat perpendicular to the marginal dock. Centering the finger pier at the marginal dock is likely to make it easier for Mr. Patterson and Mr. Scully to navigate to their respective mooring areas, depending on the size of the boats moored by Mr. Patterson and Mr. Scully. (The Department, in reviewing similar exemption requests, does not consider the type and size of the boat(s) to be moored at the proposed dock or adjacent mooring site.) It is preferable for the boats to be moored, in this location, stern first, with the bow facing down the canal from the wake of the boats traveling in the ICW. Centering the finger pier at the marginal dock and mooring Mr. Patterson’s boat on the north side of the finger pier is likely to enable Meloche, Mr. Patterson, and Mr. Scully to moor their boats parallel to each other and avoid collisions.1 Placement of the finger pier at the northern end of the finger pier, while favored over the proposed location by Mr. Scully, is likely to interfere with Meloche’s use of his property and boatlift. With the finger pier centered on the marginal dock and a boat moored to the north, Mr. Scully can maneuver his boat to his seawall by “backing in” stern first. An experienced boater can accomplish this task in two to three maneuvers. Mr. Scully is an experienced boater and has lived on the canal for approximately eight years. Shortening the finger pier from 16 feet to 11.8 feet will not affect Mr. Patterson’s ability to safely moor a boat on the northern side of the finger pier. The Challenge Mr. Scully contends that the placement of the wooden finger pier and the mooring of a sizable boat on the proposed finger pier will interfere with his ability to navigate in and out of the canal in or around his property, and necessarily interfere with his ability to moor his boat adjacent to his property. He also contends that the marginal dock and the finger pier are two docks, not one. Resolution of the Controversy Replacement of the existing marginal dock will consist of replacing the decking and using the existing pilings. The existing marginal dock is currently functional. Reconstruction of the marginal dock and construction of the finger pier will be done by a licensed marine contractor. The licensed marine contractor will use best management practices to avoid water quality problems in the canal during construction. Construction of the proposed project is not expected to adversely affect flood control or violate water quality standards. The proposed project will not impede navigation. But see Endnote 1.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection enter a final order concluding that Mr. Patterson’s proposed dock project, as revised, is exempt from the need to obtain an ERP. DONE AND ENTERED this 14th day of April, 2005, in Tallahassee, Leon County, Florida. S CHARLES A. STAMPELOS Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 14th day of April, 2005.
The Issue The issues are whether Respondent, Bayhead Landings Property Owners Association, Inc.; Kimberly Lee, president; William Barthle, Architectural Review Committee (ARC) member; and Tony Kolka, ARC member, discriminated against John and Kimberly Whitt,1/ on the basis of Mr. Whitt's physical handicap in violation of the Florida Fair Housing Act (the Act), and, if so, the relief to which Petitioners are entitled.
Findings Of Fact Bayhead Landings Subdivision (Bayhead) is a deed- restricted community for which the Bayhead Landings Property Owners Association, Inc., was organized to operate and administer. Deed restrictions have been in place since 1990 and will continue in place until at least January 2031.4/ It remains unclear how many Bayhead parcels front the lake in question. There are four to five existing docks in that lake; however, none of those existing docks extend more than 80 to 100 feet into the lake. The Declaration of Covenants, Conditions, and Restrictions for Bayhead provide in pertinent part: 6.(a) For the purpose of further insuring the development of said land as a residential/agricultural area of highest quality and standard, and in order that all improvements on each lot shall present an attractive and pleasing appearance from all sides of view, there shall be a Committee consisting of no less than three (3) persons appointed to review plans and specifications, . . . . (b) The Committee reserves the exclusive power and discretion to control and approve all of the buildings, structures and other improvements on each lot or parcel in the manner and to the extent set forth herein. No residence, . . . or other structure or improvement, regardless of size or purpose . . . shall be commenced, placed, erected or allowed to remain on any lot or parcel, . . . unless and until building plans and specifications covering same showing the shape, height, size, location and orientation on the lot, floor plans, square footage, front, side and rear elevations, materials to be incorporated and exterior color schemes . . . have been submitted to and approved in writing by the Committee. * * * (d) As a prerequisite to consideration for approval, and prior to commencement of the contemplated work, a complete set of plans and specifications must be submitted to the Committee. . . . . The purpose of the ARC is to ensure that any development in Bayhead maintains the "community standards and deed restrictions" and is of the "highest quality and standard." To ensure that goal is met, the ARC is to receive a complete set of plans and specifications prior to the work starting. Mr. Whitt has a physical handicap as defined by the Act, section 760.22(7)(a). Mr. Whitt is confined to a wheelchair for mobility. The Whitts' backyard property has a significant slope downhill or drop-off towards the lake. The area between the house and the lake is muddy for a long distance, the terrain is uneven, and it is not suitable for a wheelchair to traverse. No evidence was received as to the actual distances between the house and either the drop-off area or where the terrain becomes uneven in the Whitts' backyard. The water level in the lake has been relatively low for some time; however, there is some water in it now. On September 7, 2010, Mr. Whitt submitted a proposed estimate and architectural review application to Respondents' ARC, seeking approval to construct a stationary dock on the Whitts' property (dock application). This dock application was the first received by the ARC in many years, and there is no evidence of any prior applications to build a stationary dock.5/ The dock application (Petitioners' Exhibit 3) included a three-page proposal (Proposal) from Coastal Construction; Gulfside Docks6/ that included the following "SPECIFICATIONS": Timber Piles 2.5CCA • Frame/Stringers/Caps 2" x 8" • Dock Lumber Pressure Treated .40 • Dock Bolts 5/8" HDG • SS Nails/Screws The Proposal also contained the following "STATIONARY DOCK" information: Construct new 300' x 5' dock with 20 x 16 head. We will add 2" x 2" lumber along perimeter of dock to act as bumper system Decking will be #1 pressure treated decking. Stainless Steel Screws will be used to secure deck boards The dock application did not contain any specific references to the dock being "wheelchair accessible"; however, it did contain information about a bumper system. The second proposal (Petitioners' Exhibit 10) contained the same "SPECIFICATIONS." The second proposal contained similar information regarding the "STATIONARY DOCK"; however, the language regarding the bumper system was altered to reflect "Install 2" x 2" wheel chair safety bumper around entire perimeter of dock - Approx. 663'LF. Stainless steel screws will be used as fasteners." On September 19, 2010, William Barthle, a member of the ARC, sent an e-mail to Mr. Whitt. The e-mail provided Mr. Whitt with a portion of Bayhead's deed restrictions and requested "WE NEED A DIAGRAM OF DOCKS [sic] PLACEMENT ON PROPERTY AS REFERENCED IN DOCS." On September 27, 2010, Mr. Whitt sent a plat map to the ARC with a hand-drawn dock sketched on it. The hand-drawing was not to scale and failed to provide detailed measurements of where the dock was to begin in relation to the residence or shed that were already on the property. Further, there was no rendering of what the dock itself would look like. On October 10, 2010, the ARC sent Mr. Whitt a letter requesting four specific items in order for the ARC to consider the dock application, including: Square footage of dock Height of dock The exact location of the dock on your property (distance from your house and distance from property line on each side, distance from any setback easement, or wetlands buffer boundary) A letter from Southwest Florida Water Management District approving the placement, length and location (starting/ending) of the dock Mr. Whitt's June 22, 2011, response letter (eight months later) to the request failed to provide the requested information. As of December 12, 2012, the Whitts had not provided the requested information. Mr. Barthle and Graeme Woodbrook both served on the ARC when the Whitts' dock application was submitted. Both gentlemen credibly testified that the Whitts' dock application failed to provide enough information to allow them to make a decision about it. Further, Mr. Woodbrook admitted he has some physical limitations and is sympathetic to people who have disabilities. While both men knew Mr. Whitt was confined to a wheelchair, neither knew why Mr. Whitt had to use it. Other ARC applications were admitted into evidence. These ARC applications involved: painting the exterior of a primary residence (two separate requests); landscaping in the front yard of a residence for a non-permanent 6' x 8' fish pond; replacing a playground set; resurfacing a pool deck, patio, and front porch entry; resurfacing a driveway; and extending a present screen porch. Of the three ARC applications that involved some type of new construction (fish pond, playground set, and porch extension), each contained pictures, dimensions, and/or diagrams sufficient for the reviewer to appreciate where the project was being constructed in relation to the house and property lines.7/ As of December 12, 2012, Respondent had neither approved nor rejected the Whitts' dock application. That application is simply not complete without the requested information. The dock application remains "pending," awaiting receipt of the requested information. The Whitts' position that they have provided everything that the builder has provided them is insufficient to provide the ARC with the requisite information to know where the dock will begin on the Whitts' property; how far out the dock will extend into the lake; and what the structure will look like.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that a final order be entered by the Florida Commission on Human Relations dismissing the Petition for Relief filed on behalf of Mr. and Mrs. Whitt. DONE AND ENTERED this 15th day of February, 2013, in Tallahassee, Leon County, Florida. S LYNNE A. QUIMBY-PENNOCK Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 15th day of February, 2013.
Findings Of Fact Respondent/applicant, The Yachting Arcade (applicant), initiated this matter when it filed an amended application with respondent, Department of Environmental Regulation (DER), on April 27, 1984, seeking a permit authorizing the construction of a docking facility on the eastern shore of Bethel Creek in the City of Vero Beach, Florida.1 Specifically, applicant wished to construct a commercial shoreline dock 530 feet long and six feet wide with four access docks at various locations along the shoreline. The access docks would vary in size from thirteen to sixteen feet in length and from four to ten feet in width. The dock will be situated in front of a two-story commercial structure and parking lot on 1.14 acres owned by applicant which lies between Highway A-1-A and Bethel Creek. That structure will house a restaurant and other retail establishments. A city permit for the dock was previously issued on November 17, 1983, and remains in effect at this time. According to the parties, permit approval is also required from the Department of Natural Resources (DNR). However, DNR is awaiting action by DER before issuing or denying a permit. Bethel Creek is a relatively small navigable U-shaped dead-end canal connected to the Intracoastal Waterway in the Indian River in Indian River County, Florida. It is classified as a Class III water of the State. Because of continued development along the Creek, and poor flushing characteristics, the water has gradually deteriorated over the years. Most of its shoreline is bulkheaded in the vicinity of the proposed project, and it has a depth of around fifteen to twenty feet. The width of the Creek at the site of the project ranges from 120 to 195 feet and represents the most narrow part of the canal. The project is approximately one to two-tenths of a mile from the dead-end of the canal, and less than a half a mile from the opening at Indian River. In addition to applicant's commercial development, there are a number of single family residences on the Creek, a large condominium known as the Riverwalk Condominium, and eight townhouses at the deadend of the Creek. Other development may also exist but was not disclosed at hearing. There are a number of existing private docks with boats on the Creek including a four-dock marina at the end of the canal. Petitioner, Riverwalk Condominium Association, Inc., is an association of condominium owners who reside within 500 feet of the proposed activity. Under the proposal, applicant intends to limit the docking facilities to the private use of The Yachting Arcade." There will be no fuel or maintenance service for boats, and sewage disposal facilities and live-aboards will be prohibited. Shoreline improvement is to be accomplished by excavating an area landward of the dock, backfilling the area with sand and rubble, placing filter fabric over the backfill, laying sand and gravel over the fabric and revegetating the excavated/backfilled area with cordgrass and red mangroves. The theoretical capacity of the docking facility will depend on the size of the boats, but it will allow docking by up to twelve to fifteen boats of the fifty foot category at one time, or up to thirty-six smaller boats simultaneously. At the insistence of DER, the boats will be moored parallel to the Creek in an effort to not impede navigation. After receiving the original and amended applications, DER personnel made three on-site inspections of the property. These were conducted in January and May, 1984 and May,|1985. Although no water quality testing was performed, the Department found the Creek to be a viable habitat for various game and nongame species, including mullet, sheepshead, tarpon, snapper, manatees, great blue herons and egrets. The property along the shoreline was comprised of Australian pines, pepper trees and railroad vines until they were removed in June, 1985 by applicant. There has been severe erosion along the water front but this will diminish through revegetation and excavation of the bank. The construction of the dock will create only minor, short-term turbidity. The quality of the water within the Creek is now poor, but a vegetated shoreline, including mangroves, will assist in cleansing the water and improving its quality. Therefore, applicant has given reasonable assurances that the proposed project will not violate established water quality standards, or constitute a threat to marine life, wildlife or natural resources. According to agency rule an applicant must demonstrate that "the proposed project will not create a navigational hazard, or a serious impediment to navigation. . ." in the affected waters. Even though the dock will be built at the most narrow part of the creek, and may have as many as thirty-six boats moored at any one time, the agency expert concluded that no impediment to navigation would occur.2 However, testimony by residents on the Creek indicate that the actual navigable part of the stream is much smaller, and that boats are frequently "beached" because of the shallow nature of the waters. Since applicant will simultaneously allow as many as fifteen boats in the fifty-foot category, or thirty-six of a smaller variety, to traverse the Creek, there will be a serious impediment to navigation on the narrow navigable part of the Creek. Moreover, it will create a navigational hazard. A restriction on the number of boats to use applicant's dock at one time is not practical, and even DER omitted such a condition because of its inability to enforce this provision. Therefore, the criteria for issuance of a permit have not been met.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the application of The Yachting Arcade for a permit to construct a shoreline dock on Bethel Creek in Indian River County, Florida be DENIED. DONE and ORDERED this 7th day of August, 1985, in Tallahassee, Florida. DONALD R. ALEXANDER Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, FL 32301 (904)488-9675 Filed with the Clerk of the Division of Administrative Hearings this 7th day of August, 1985.
The Issue The issue in the case is whether the Petitioner should be granted an environmental resource permit and authorization to use sovereign submerged lands for construction of an extension to an existing multi-family residential docking facility.
Findings Of Fact The Petitioner, Bay Oaks Circle Association, Inc., represents the 20 property owners of the Bay Oaks Circle subdivision. Bay Oaks Circle borders on Lemon Bay. Lemon Bay is a Class II Outstanding Florida Water. Lemon Bay is also an aquatic preserve and a designated state "Special Water." The Lemon Bay aquatic preserve is recognized for its water quality and resources. To protect the resources, special standards are applicable to review of permits for aquatic activities. The Petitioner's existing dock was permitted in the 1970's. The dock has four slips and extends approximately 100 to 120 feet from the shoreline into water depths of approximately one to one and a half feet at low tide. The dock attaches to the shoreline from a 45.5-foot wide easement owned by the Petitioner. There is evidence of prop dredging in the existing mooring area. The existing mooring area has little natural value as a water resource. Initially, the proposed dock was to extend another 120 feet (for a total extension of 220-240 feet) into deeper water approximately three to three and a half feet at low tide and would accommodate a mooring area for eight slips. In the area of the proposed dock, most of Lemon Bay is about three and a half feet deep at low tide. The application was subsequently amended to provide an extension of 112 feet for a total length of 199.5 feet, with six boat slips. The final proposal provided for a 104 feet long by three feet wide access walkway. Two 16 feet long by two feet wide "finger" piers would extend from the walkway. The end of the walkway would terminate in a dock platform 8 feet by 20 feet wide. The total square footage of proposed structure over water is 536 square feet. The proposed mooring areas are defined by mooring pilings place into the bay bottom. The applicant seeks a sovereign submerged land lease to permit the preemption of 2,219 square feet of submerged bottom land. Because the proposed dock exceeds 500 square feet in an Outstanding Florida Water, a standard environmental resource permit must be obtained before the proposal can be constructed. Two of the proposed mooring slips are over seagrasses. Additionally, two shallow areas located nearby contain seagrasses. Seagrasses provide the basis of the food chain in the waters. Adverse impacts to seagrass beds negatively affect marine productivity, as well as the fishing and recreational values of the waters. The proposed dock expansion poses a threat to the seagrass beds at the mooring slips and in the shallow areas near the shoreline and to the east of the proposed dock. Although the proposed dock extension does not appear to directly impede a marked navigation channel, review of the bay bottom suggests that boats currently navigate in the proposed mooring area to avoid a shallower nearby shoal. It is likely that the proposed dock expansion would result in diversion of boat traffic into the seagrassed area of the shallower waters. Section 373.414(1), Florida Statutes, sets forth the review criteria used in consideration of a permit application when the proposed activity occurs in an Outstanding Florida Water. The Petitioner offered no evidence to establish that the permitting criteria set forth at Section 373.414(1), Florida Statutes, have been met. The proposed multi-family docking facility requires issuance of a sovereign submerged land lease before the facility can be constructed. Sovereign submerged land leases are reviewed according to the size of the proposed facility and the quality of the lands to be impacted by construction and operation. Submerged land is classified according to resource quality into "Resource Protection Areas (RPA)" to permit appropriate application review. An RPA I is an area of fragile, easily-damaged marine resources such as coral beds or seagrasses, that require the highest level of protection. An RPA II is an area or seagrasses or benthic animals which, while not as fragile as an RPA I, still require substantial protection. An RPA III is an area of sand that contains fewer marine resources than an RPA I or II. The seagrassed areas near the proposed docking facility are classified as an RPA I. The areas near the proposed docking facility contain less seagrass, but have substantial evidence of benthic anumals, and are classified as RPA II. According to the parties, the Petitioner must meet a "ten to one" rule to obtain a permit. In the alternative, the Petitioner may qualify for a lease if the proposed facility does not exceed the maximum square footage permitted for a single- family dock. The ten-to-one criteria provides that the total dock structure may not preempt more than ten times the linear footage of the property owner's shoreline, in which case a lease may be issued. In this case, the shoreline is 45.5 feet, resulting in a permissible preemption of 455 square feet. In this case the applicant proposes to preempt 2,219 square feet. According to the credited testimony of the Respondent’s witness, the single-family dock methodology does not qualify the proposed dock for permitting. Although a number of hypothetical dock proposals were discussed at the hearing, the hypothetical proposals are not included in the permit application. There is no evidence that the agency gave any formal consideration to hypothetical proposals prior to the hearing. At the hearing, the Petitioner proposed that the applicable rules be waived to allow the permit and lease to be issued. Specifically, the Petitioner proposed that the permitting criteria be waived as to dock design and minimum square footage. There is no credible evidence to support waiver of applicable statutes and rules in this case.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Department of Environmental Protection enter a final order denying the application for the proposed dock extension filed by the Bay Oaks Circle Association, Inc. DONE AND ENTERED this 16th day of July, 1999, in Tallahassee, Leon County, Florida. WILLIAM F. QUATTLEBAUM Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 16th day of July, 1999. COPIES FURNISHED: Barry L. Dasher Bay Oaks Circle Association, Inc. 3075 Bay Oaks Circle Englewood, Florida 34223 Francine M. Ffolkes, Attorney Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Richard G. Perkins 4005 Bay Oaks Circle Englewood, Florida 34223 Kathy Carter, Agency Clerk Office of the General Counsel Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 F. Perry Odom, General Counsel Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000
Findings Of Fact On February 9, 1984, Respondent Fernandina Marine Terminals, Inc., by its agent Harbor Engineering Company, filed a joint application with the Department of the Army/Florida Department of Environmental Regulation for the rehabilitation of its existing marine facility located on the Amelia River at Fernandina Beach, Florida. The application was subsequently amended several times and eventually included the construction of a 1,000 foot dock to be constructed on the applicant's property parallel to the shoreline. (Testimony of Ray, FMT Exhibits 1-3, DER Exhibit 2) An environmental supervisor of the Department of Environmental Regulation inspected the site on March 17 and April 17, 1984, and prepared a permit application appraisal on May 21, 1984, in which he determined that the Department had permitting jurisdiction under Chapter 253, Florida Statutes, due to the fact that the Amelia River constitutes navigable waters of the state. He found that the proposed dock would extend some 42 feet farther into the river than a previously existing dock which presently consists mostly of old pilings. He further determined that from a navigational standpoint, the proposed dock should present no problem. This view was concurred in by his supervisor Dr. Marvin Collins, III, who recommended issuance of the permit. On September 6, 1984, the Department issued a Notice of Intent to issue the requested permit. Thereafter, by letter of September 14, 1984, Petitioners requested a hearing to contest the issuance of the permit. On July 9, 1984, the Department of the Army/Corps of Engineers had issued a permit to the applicant to perform the requested work. (Testimony of Deuerling, Collins, DER Exhibits 1, 3, FMT Exhibit 4) Petitioner A. B. Cook, Jr., Seafood Company is located immediately to the south of the proposed site. Shrimp boats unload at the north end of Petitioner's dock. The boats average from 60 to 70 feet in length. Petitioner is concerned that the cement pilings of the applicant's proposed pier will interfere with and prohibit the dockage of the shrimp boat due to the fact that a strong current is generated at the site where the Bells River joins the Amelia River. Petitioner therefore believes that the proposed placement of the applicant's dock would constitute a navigational hazard and that therefore it should be constructed further to the north or closer to the shoreline. (Testimony of Mrs. Cook, Petitioner's Exhibit 1) Applicant's design engineer took cognizance of the need for shrimp boats to unload at the Cook dock. At the time the project was designed he conducted surveys of the uplands to ensure that adequate land was available for the proposed facility. In his expert engineering opinion, which is accepted, the proposed site is ideal for a marine terminal since no maintenance dredging will be required and because the river curves at the site, thus making it the widest place of the river in the vicinity. The planned length of the dock is sufficient to enable the docking of two vessels at the same time. If the proposed dock were to be placed further north, it would he unable to berth two vessels. If it were placed closer to shore, it would be necessary to utilize the adjoining marsh area and-would require constant dredging. Although the dock will extend some 42 feet into the Amelia River on the southwest end, it is almost in line with the applicant's property because of the bend in the river. The dock will be located approximately 115 feet from the Cook dock. The existing dilapidated dock is only approximately 50 feet from the Cook dock, although it is more in line or more parallel to the Cook dock. (Testimony of Ray, Cavanaugh, E. Cook, DER Exhibits 1 (photos), 2, FMT Exhibits 1-3) Expert testimony from riverboat captains presented by both the applicants and petitioners is in conflict as to the extent of difficulty that will be encountered in docking shrimp boats at the Cook pier after the applicant's dock is built, and as to whether it will constitute a navigational hazard. The proposed dock will be put on pilings to avoid eddies which would be caused by a bulkhead, and will prevent change in existing currents. It is acknowledged even by the applicant's experts that a problem would exist with a falling tide and a west wind, and also in conditions of fog. However, the president of Johnson Petroleum Company which operates what is known as the "Gulf" dock located 100 feet south of the Cook dock, is familiar with the tide in the area and testified that the tide is used to spring vessels in and out of the docking area. In light of all the evidence presented, it is found that although the alignment of applicant's proposed pier will to some degree make it more difficult for boats to dock at the Cook pier, it nevertheless constitutes an appropriate use of the applicant's property and sufficient evidence has been presented to show that it will not constitute a navigational hazard or a serious impediment to navigation. (Testimony of Ray, Thompson, Ferguson, Mrs. Cook, E. Cook, Little, Johnson, Cavanaugh)
Findings Of Fact Dredge And Fill Permit And Consent Order 1.01 Background On December 10, 1992, the Department issued a dredge and fill permit pursuant to Florida Administrative Code Rule 17-312. 1/ The permit was issued to Hubbard in care of Dock Masters of Homosassa, Inc. ("Dock Masters"). Dock Masters is the entity responsible for the project. The project is located in a lagoon off Kings Bay, in the Crystal River in Citrus County, Florida. It is in a man-altered Class III waterbody in Section 28, Township 18 South, Range 17 West, on Lot 15, West Baywater Court. The permit authorized construction of an 883 square foot single family dock and 70 foot retaining wall. The permit required Hubbard to create 346 square feet of wetlands as mitigation and to dedicate all remaining wetlands on the site as a conservation easement to the Department. The dock is constructed several feet east of the permitted location and is built in a slightly different configuration. The permitted square footage over the water is reduced in the dock actually constructed by approximately 20 feet. About 10 feet of fill is added to wetlands. Hubbard notified the Department of the discrepancy between the permitted dock and the dock actually constructed. In July, 1993, the Department inspected the site and determined that the dock was not constructed in accordance with the permit. The Department determined that there was a violation of the permit. The location and configuration of the dock actually constructed did not comply with the permitted plans. However, the Department determined that the dock actually constructed was permittable. The Department entered into a Consent Order with Dock Masters approving the dock actually constructed. The Consent Order imposed civil penalties of $932 and costs of $150 but required no corrective action. During the formal hearing conducted on March 8-9, 1994, Hubbard requested that the dock actually constructed be shortened 3.5 feet and that a four foot section of the west side of the dock be removed (the "as-built dock"). Modifications included in the as-built dock are minor. They merely reduce the size of the dock and do not create additional adverse impacts. Petitioner is an adjacent land owner to the as-built dock. Petitioner's dock is configured, more or less, parallel to the shore line. The as-built dock on Hubbard's property is configured, more or less, perpendicular to the shore line. The as-built dock extends farther into the lagoon than does Petitioner's dock. In addition, the as-built dock is situated between Petitioner's dock and the confluence of the lagoon and King's Bay. Navigation The as-built dock does not adversely impact navigation. The as-built dock extends approximately 37 feet into the lagoon. The lagoon is approximately 197 feet wide at the project site. There is 160 feet of open water in which to navigate past the as- built dock. Depths in the open water beyond the end of the as-built dock are adequate for navigation. During low tide, depths in the lagoon at the project site are: 3.5 feet at the end of the as- built dock; 5.0 feet, 40 feet from the end of the dock; 4.4 feet, 80 feet from the end of the dock; and 3.0 feet, 120 feet from the dock. The as-built dock does not adversely affect boaters' ingress and egress into and out of the lagoon. The center of the navigational channel in the lagoon is approximately 40 feet from the edge of the as-built dock. In extremely low tides, areas around the as-built dock will go dry before the center of the navigational channel goes dry. Boat traffic in the lagoon is sparse at the project site. Boats using the lagoon are required to travel at idle speed. The speed limit is posted on signs in the lagoon. The as-built dock does not present a navigational hazard. The dock is easily seen and is lighted at night. Manatees The as-built dock will not adversely impact manatees. The area around the project site is not a core area for manatees. The as-built dock is a single family dock with a berth for one boat. The U.S. Fish and Wildlife Service and the Department's Threatened and Endangered Species Section have responsibility for protecting manatees. Both agencies were contacted regarding the Hubbard dock. Neither agency objects to the as-built dock. Manatees congregate around large springs. There are no large springs near the project site. The two nearest manatee sanctuaries are approximately 2,000 feet from the as-built dock. No boating or snorkeling is allowed in the manatee sanctuaries during manatee season. Boat traffic in the lagoon where the as-built dock is located is limited to idle speed. Manatees feed on hydrilla. Hydrilla is the predominant submerged plant around the project site. The as-built dock has no significant adverse impact on hydrilla in the area. Even if the as-built dock had an adverse impact on hydrilla, the as-built dock will not significantly reduce the amount of hydrilla available for manatee feeding. Hydrilla is an exotic plant that crowds out native plants. Hydrilla is harvested or treated with herbicides by Citrus County to try to control the growth of hydrilla. Citrus County attempted to control the growth of hydrilla by harvesting or treating approximately 666 acres of hydrilla in 1992 and approximately 580 acres in 1993. Other Potential Impacts The as-built dock will not cause any other adverse impacts to the public interest. The as-built dock does not adversely affect the property of others living on the lagoon and does not prevent reasonable access to any other property on the lagoon. The as-built dock does not adversely affect public safety. The dock is highly visible and is lighted at night. The project is located in an area in which boat traffic is limited to idle speed. The as-built dock does not adversely affect the conservation of fish and wildlife species, including threatened or endangered species, or the habitats of such fish and wildlife species. Aquatic habitat around the as-built dock is functioning normally. Shoreline vegetation is relatively natural and includes sawgrass, arrowhead, cedars, and red bay trees. The mitigation area has been correctly initiated and is now tending toward success as plantings mature. Use of the as- built dock avoids damage to shoreline and submerged vegetation that otherwise may occur if a boat were brought to shore in the absence of the dock. Various species of fish use the area, but the primary species is mullet. The retaining wall will benefit fish and wildlife habitat by preventing fertilizer and other yard chemicals from draining directly into the lagoon and causing water quality problems. Fish and wildlife habitat is further protected from adverse impacts by permit conditions. Permit conditions prohibit live-aboard boats, fueling facilities, and fish cleaning facilities at the dock. Cumulative Impacts The as-built dock and similar facilities in the area will not have a cumulative adverse impact on fish and wildlife habitat, endangered species, or navigation. Hubbard conveyed a conservation easement to the Department covering the remaining 400 feet of her shoreline. No future permitted or permit exempt docks can be built on Hubbard's shoreline. Remaining wetlands on-site will be preserved in perpetuity. Few docks and seawalls can be constructed in the area in the future. Substantially all of the residential lots in the area along the lagoon have: already been built out; already have water dependent facilities such as docks and slips; and already are sea-walled or rip-rapped. The state's land acquisition program (the "P-2000 Program") is seeking to acquire major tracts along the Crystal River in nearby areas. Those acquisitions will prevent similar future development in areas farther from the as-built dock. Benefits To The Public Interest The as-built dock has resulted in benefits to the public interest including the conservation easement over 400 feet of shoreline and wetlands. The conservation easement will benefit the public interest by permanently preserving fish and wildlife habitat. The as-built dock helps prevent prop dredging that may otherwise occur if a boat were kept on the shoreline in the absence of a dock. The retaining wall will reduce fertilizer and yard chemical runoff into the lagoon. Consent Of Use Background The Department notified Hubbard on September 2, 1994, that the as-built dock and retaining wall are located on sovereign submerged lands. Hubbard applied for an after-the-fact consent of use pursuant to Florida Administrative Code Chapter 18-21. On September 20, 1994, the Department issued an after- the- fact consent of use on Project No. 091923403 to allow Hubbard to maintain and use the dock on sovereign submerged land. Review Of The Dock The as-built dock was reviewed by Mr. Todd A. Vandeberg, Planning Manager for the Department's Southwest District, Mr. Henry Michaels, and Mr. Matt Clements in accordance with Rule 18- 21 and the Department's guidelines and policies for issuing consents of use for single family docks. See, Submerged Lands Environmental Resources Program Operations and Manual, Volume III (the "Operations Manual"). Mr. Michaels and Mr. Clements performed an on-site compliance check with respect to the as- built dock in accordance with Rule 18- 21 and the Operations Manual. The as-built dock is not contrary to the public interest. The dock preempts less than 1,000 square feet of sovereign land for each 100 linear feet of shoreline owned by Hubbard. The dock meets the 25 foot setback requirements of the Board. The dock extends only to a depth of three feet rather than the four foot depth allowed. The dock extends across only 19 percent of the width of the lagoon. Intent And Purpose Of The Board The as-built dock insures maximum benefit and use of sovereign submerged lands for all citizens of Florida. The dock does not prevent the continued enjoyment of traditional uses of the lagoon by the public including navigation, fishing, and swimming. The as-built dock extends into the lagoon only as far as necessary. 2/ The as-built dock does not constitute a navigational hazard. The as-built dock provides maximum protection for the management and use of sovereign submerged lands including public recreation and fish and wildlife propagation and management. Hubbard provided a conservation easement along the majority of her shoreline. The easement is being well maintained. Issuance of the consent of use was coordinated with the Department's regulatory staff. The as-built dock minimized or eliminated the cutting, removal, and destruction of wetland vegetation. The as-built dock will not adversely impact manatees or their habitat. The as-built dock aids in the implementation of the State Lands Management Plan. It is consistent with the state's overall management plan for the management of all sovereign lands. The as-built dock is consistent with the Board's specific standards and criteria for siting docking facilities. 3/ The consent of use contains terms, conditions, and restrictions sufficient to protect and manage sovereign lands. The consent of use contains general conditions established by the Department pursuant to Chapter 253, Florida Statutes, 4/ and Rule 18-21. The as-built dock is a water dependent facility. It is not enclosed or climatized for human habitation. The primary purpose of the dock is to moor a vessel. Secondary uses include fishing and recreational activities such as swimming and sun bathing. 5/ The primary purpose and secondary uses for the as-built dock are consistent with the Board's stated goal that all sovereign lands are single use lands which should be managed for traditional recreational uses such as fishing, boating, and swimming. The dock provides ingress and egress to the lagoon and provides a safe place to moor a boat. No significant adverse impacts will result from Hubbard's use of sovereign lands and associated resources, including fish and wildlife habitat and endangered and threatened species. A conservation easement along a majority of the Hubbard shoreline protects existing resources beyond the area of the dock. The as-built dock was designed and constructed to minimize or eliminate cutting, removal, and destruction of wetland vegetation. 6/ No dredging of sovereign lands was required to construct the as-built dock. The as-built dock protects the riparian rights of adjacent property owners. The as-built dock meets applicable setback requirements.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department enter a Final Order granting Hubbard's application for a permit and consent of use, approving the consent order entered into between the Department and Hubbard, and denying Petitioner's request for attorney fees. RECOMMENDED this 31st day of May, 1995, in Tallahassee, Florida. DANIEL MANRY 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 31st day of May, 1995.
Findings Of Fact D.S.I. Forms, Inc. is a for-profit corporation with facilities in Palatka, Florida. It is the owner of a river- front house known as the "DSI Lodge," which is the location of the boat dock at issue here. The DSI Lodge has an existing boat dock similar to those of other waterfront homes in the area along this section of St. Johns River, which is a Class III Florida Water.1 The area is predominantly single family residential, but is not so restricted by zoning ordinance. The DSI Lodge is used as a weekend and holiday retreat by the owner of D.S.I. Forms, Inc., who resides in Atlanta, Georgia, and by his business and personal guests. Although the DSI Lodge has a business character, there is no charge to guests for using lodge or dock facilities. The proposed DSI dock extension would add a two-boat covered slip measuring 20 by 22 feet to the end of the existing dock. Since DSI only seeks mooring facilities for one additional boat,2 it has agreed with the Department of Natural Resources (DNR) to remove its inside boat slip. Although DNR was not a party to this proceeding, the Applicant's stated intent to remove a portion of the existing dock should be reflected in any permit issued by DER. The existing dock is approximately 700 square feet in surface area. With the application as now framed, the total surface area would exceed 1,100 square feet. However, with removal of the inside slip, the proposed dock area would apparently increase to less than 1,000 square feet, and thus may be exempt from DER permitting altogether.3 Petitioners presented a series of grievances concerning use of the DSI Lodge by inconsiderate guests. These complaints included discharging a rifle and fireworks, high speed operation of power boats adjacent to the river's edge (bulkhead) and congestion of boating activity resulting from numerous guests using the DSI facilities during holiday periods. The careless or congested boating activity may affect the quality of life for DSI Lodge neighbors and endanger wildlife such as manatee which sometimes inhabit these waters. However, it was not shown that the proposed dock extension would affect these environmental considerations since D.S.I. Forms, Inc. already owns and operates the boat which would be accommodated by the additional slip (see footnote 2 above). Further, the testimony of the DER field representative established that the presence of the extended dock, as well as its construction, would not degrade water quality.
Recommendation From the foregoing, it is RECOMMENDED that the Department of Environmental Regulation enter a final order issuing the proposed permit to D.S.I. Forms, Inc. with an added condition requiring removal of the existing inside boat-slip. DONE and ENTERED this 26th day of July, 1985 in Tallahassee, Florida. R. T. CARPENTER, 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 26th day of July, 1985.
The Issue Whether or not Petitioners should be ordered to pay reasonable costs and attorney's fees to the Respondent North Peninsula Utilities Corporation, and, if so, the determination of the amounts of costs and attorney's fees.
Findings Of Fact A brief background of the parties' history is important to disposition of the attorney's fees and costs motion. Petitioner Thomas Visconti is a resident of Seabridge Subdivision and is provided with wastewater treatment service by Respondent NPU. His property is not adjacent to NPU's treatment facility and the record does not establish that Mr. Visconti owns or operates any potable water wells within the vicinity of NPU's facility. See Finding of Fact 19, infra., concerning absence of any potable wells that could be affected by rerating the percolation pond. SCA is a homeowner's corporation which does not own property adjacent to the NPU facility, but which allegedly has members who do. The authority of the SCA vice-president to file the initial petition in November 1993 is subject to some conjecture, since the way this was done was because the SCA president informally delegated all duties to the vice-president while the president was out of state and all or most of the members signed the petition. There is no evidence the SCA bylaws permitted either such a delegation or the act of filing the Section 120.57(1) F.S. petition. Although an amended petition months later cured the "authority to file" problem, no evidence ever established which, if any, association members owned property adjacent to the NPU facility. Respondent NPU has owned and operated its Seabridge wastewater treatment plant since 1989. At that time, the plant had been rated at .9 MGD because of the previous owner's decision to economize by using an extended aeration form of treatment rather than contact stabilization method for which the plant had been designed. If the previous owner had utilized the contact method, the facility would have been rated at .157 MGD. The capacity of the plant percolation ponds at the time NPU acquired the facility was .157 MGD. In 1991, NPU applied for and received a Department of Environmental Regulation (DER, predecessor agency to DEP) permit to expand the facility to a treatment capacity of .210 MGD. Legal and appropriate notice of the Department's Intent to Issue was provided to the public. It was never formally challenged pursuant to Section 120.57(1) F.S., and the DER permit became final. Mr. Visconti and SCA felt abused by the agency and by NPU because they, Visconti and SCA, had missed that window of opportunity to challenge the 1991 plant expansion permit. Thereafter, they proceeded to fight NPU on the expansion and every other issue in whatever forum was available, notably before the Volusia County Commission and the Florida Public Service Commission. Mr. Visconti, acting as head of the SCA Sewer Committee, wrote a March 10, 1993 letter to DEP that stated, in pertinent part, as follows: Seabridge Civic Association, Inc. (hereafter "SCA") wishes to apprise you that SCA hereby intends to petition the DER for an administrative hearing(s) upon your giving any Notice of Intent to Issue any further permits, particularly any future 0.210 MGD Operating Permit, for the "Seabridge Subdivision" Sewer Treatment Plant. The letter, confirmed by Mr. Visconti's and Mr. Tyde's oral testimony, shows that Mr. Visconti and SCA intended to oppose any permit NPU applied for, regardless of its purpose, and that they knew of the original .210 MGD permit at that time. It goes on to protest sewer connections and previously finalized old permits. Mr. Visconti also wrote a July 2, 1993 letter to DEP, limiting communication, which stated, in pertinent part, as follows: Effective after today, please be advised that the official single point communication link between DER and SCA is with SCA President Charles Dassance. NPU's consulting engineer submitted "as-built" plans of the expansion in early 1993 after the NPU plant expansion construction had been completed. The percolation pond had been expanded to a lesser degree than that authorized by the 1991 DER permit because NPU had had to accommodate Volusia County setback requirements which eliminated approximately 11,000 square feet of pond bottom. NPU's engineer timely made the Department aware of the discrepancy and discussions occurred with the Department as to how to resolve it. NPU's engineer commissioned a groundwater engineering company to prepare a report to justify effluent disposal capacity of the percolation pond at the rate of .210 MGD, which was done on April 12, 1993 by PSI/Jammal & Associates ("the April Jammal report.") Not satisfied that the model used by Jammal for the April report could be verified by computer means available to the Department, DEP required a corroborating mounding analysis which was submitted on July 23, 1993 ("the July Jammal report.") In the meantime, DEP limited the percolation pond loading rate to .151 MGD until the applicant could justify a higher loading rate. NPU's 1991 construction permit for .210 MGD had expired in July of 1993. Needing a vehicle by which the review of the applicant's request to rerate the pond could take place, DEP required submittal of a construction permit application, which NPU subsequently filed on August 11, 1993 at the Department's Orlando office. To demonstrate reasonable assurance for the rerating authorization, NPU submitted the July 23 mounding analysis and showed that the loading rate would not be greater than 5.6 gallons per day per square foot. Percolation is considered to be excellent at the Seabridge treatment plant site because of the soil types underlying it, and the 5.6 figure is within the parameters of DEP's current rules. On October 26, 1993, DEP issued its Notice of Intent to issue the rerating permit for .181 MGD, calculated by multiplying the pond bottom area by the loading rate of 5.6 gpd2, which constituted a reduction from the 1991 .210 MGD loading rate approval. The Notice was published on November 11, 1993, and both Petitioners received individual Notice of the Intent to Issue. On November 22, 1993, SCA filed its petition challenging the proposed rerate authorization. Petitioner Visconti timely filed his petition on November 26, 1993. To establish substantial interests, Petitioners generally alleged that the noise, odor, and unsightliness of the plant would be increased if the rerating were to be approved. They also alleged adverse effects to property values, disparities in the technical information NPU had provided in support of its rerating application, and improper procedures employed by DEP in that it had not coordinated with Volusia County. Petitioners' asserted that their "proper purpose" for filing their petitions was that they had seen a 1993 letter of the DEP Regional Director to the effect that the pond was only licensed for .151 MGD and they assumed a new permit application for .181 MGD would constitute a dangerous increase. This assertion is spurious because both Mr. Visconti and Mr. Tyde admitted they had not even seen the rerate application before filing their petitions and that they did not know what the rerate application said until well into the formal administrative hearing process. Assuming, arguendo that the prior letter and DEP's Notice of Intent on its face could have misled Petitioners into believing there would be an increase from .151 MGD to .181 MGD instead of a decrease from .210 MGD to .181 MGD, that, alone, does not demonstrate a proper purpose in light of all the contrary and clarifying information available to Petitioners upon reasonable inquiry and which they chose to ignore. Because of the allegations of technical disparity and improper procedure, Visconti's petition was sustained against NPU's motion to dismiss with one paragraph struck. The SCA petition was dismissed for lack of showing of substantial interest and the amended SCA petition was challenged by NPU on the same basis, with ruling reserved for the recommended order. (See, the April 8 and June 6, 1994 orders, discussed supra.) After acknowledging on June 15, 1994 that NPU could demonstrate reasonable assurances, Petitioners presented evidence with regard to whether they had conducted a "reasonable inquiry" prior to filing the November 1993 petitions, but presented no proof as to their allegations of substantial interest contained in their petitions. Based on the evidence, it is found that neither Petitioner had any substantial interest which gave them standing to proceed with their challenges. Prior to filing their petitions, neither Petitioner had looked at NPU's August 1993 permit application. Between the Notice of Intent to Issue and filing their petitions, neither Petitioner contacted either DEP or NPU, nor conducted any review of the DEP files for data in support of their contention that the rerate authorization had been improperly granted by DEP. Petitioner SCA relied entirely on research conducted by Mr. Visconti when he had been chairman of SCA's Sewer Committee prior to July 2, 1993. Mr. Visconti's last review of NPU's files at the Department had been in June 1993, two months before the rerate application was even filed. Mr. Visconti ostensibly filed his petition upon his own opinion that the pond capacity was being increased from .151 to .181 instead of decreased from .210 to .181. His testimony was evasive or obstructionist in replying to reasonable questions concerning his area of expertise for forming his opinion, except to say that as a management consultant for unspecified high technology companies on how to manage their programs for federal, state, and local governments, he could interpret rules as well as anybody. As to his interpretation of DEP rules, however, he testified that he did not know precisely what the DEP capacity rules were; he did not ask any questions of DEP after the notice of intent to grant was issued, and he relied on hearsay from other SCA members. He never contacted NPU or their engineers after the rerate application. He opposed NPU's entitlement to the rerate permit even if NPU met all DEP rules, and he intended that his petition would cause the plant to go back the way it was before the 1991 expansion. He knew that the F.A.C. standard had changed to permit 5.6 GPDs, but he still objected to granting the permit on the terms contained in the rule. Mr. Visconti further testified that he knew in 1991 that a permit for .210 capacity had been issued and that the 1991 assessment was that percolation was excellent at the site. Although he had not seen the new permit application before filing his petition, he testified that he would not have cared if the application had said it reduced from .210 to .181, because he would still believe it was an increase. He never checked to see if the Intent to Issue had reconciled his pre-application concerns. He told himself the rerate would possibly increase pollutants. He did not know if June 1993 letters he relied on concerning a permit expiring and a .151 capacity of the pond had anything to do with the new permit application; he did not ask anybody, but just decided that they did. He admitted he intended to contest any and every permit NPU ever applied for regardless of what the permit was for. Despite the fact that the percolation pond has no equipment in it, he felt it was just "logical" that noise would increase. He admitted that he has never even looked over the fence, and so his petition's complaint of unsightliness was based solely on the already completed plant expansion, not the 1993 rerate application for the percolation pond which his petition challenged. He never asked DEP or any lawyer if noise, odor and aesthetics constitute pollution concerns; he assumed DEP personnel were incompetent; he decided DEP was withholding information from him because DEP did not keep all old permits for one facility or site in a single file and because papers he had seen in Public Service Commission and Volusia County files were not always in DEP files. He did not verify if the allegation in his petition that NPU did not own the land had been resolved before he filed his petition. He did not know that it had been resolved. Mr. Visconti left town for the entire five months immediately after filing his petition, with no concern as to how this might affect litigation. Mr. Tyde, now president of SCA, also testified that he filed the SCA petition because he believed there was to be an expansion of the plant. He specifically testified that he relied on Mr. Visconti's old research, except that he massaged some figures of his own based on standards of the Department of Health and Rehabilitation so as to compare that agency's condominium connection requirements with single family dwelling connections. Apparently, SCA opposes the influx of condominiums to its area. However, this subject matter has no real nexus to the gallonage one NPU percolation pond can accommodate under DEP rules, and it only goes to the Petitioners' belief that any change, starting with the 1991 expansion permit, impacts on property values and plant capacity and is simply a bad thing. Mr. Tyde filed SCA's initial petition without knowing if the SCA by-laws permitted him to do so. He decided there was expansion solely on the basis of a DEP letter that had been written before the current application was made. He believed erroneously that the words "rerating" and "increase" are synonymous. He never contacted anybody at DEP to verify his analysis; he filed the petition within nine days of the Notice of Intent to Issue, concentrating not upon the validity of the allegations but upon format. He knew there were no potable wells that would be affected by the plant so that paragraph six of SCA's amended petition drafted to further explain the disparities which were alleged environmental dangers could not possibly be correct. The intent of the SCA petition was not to challenge the pond rerating but to revert the area to what it had been before NPU's completed 1991-1993 expansion, and it was filed with the knowledge that NPU had spent a lot of money to complete that construction and would have to spend more to litigate the pond rerate application. When Petitioners admitted on the day scheduled for formal hearing on the merits that NPU and DEP would be able to show reasonable assurance for granting the permit, they thereby admitted that their petitions' allegations of disparities in the technical information NPU had provided could not be substantiated. Evidence at the fees hearing showed their allegations about data disparities were irrelevant to the pond rerate permit because the "disparities" the Petitioners were concerned about related to the collection or treatment processes of the plant, the permit for which had long-ago become final, or they were irrelevant because they were related to potential enforcement actions if something went wrong at the plant or if NPU operations violated DEP rules. The so-called "disparities" did not concern the percolation pond's capability. No reason to file any violation/enforcement action against NPU existed at the time the petitions were filed. Because the NPU facility was never involved in a DEP enforcement proceeding and was in constant touch with DER per the procedures outlined in Findings of Fact 5, and 7-9 and 20 supra, it is found that the "as built" construction of the pond at less than the originally authorized maximum capacity did not provide evidence that DEP had not followed its own rules for processing NPU's 1993 permit application and for its Intent to Issue. With regard to the procedure (mounding calculations) employed by DEP in approving the rerate, it was shown that Mr. Visconti waited until February 1994 to discuss his 1993 materials with a college professor of geology, another professor, and a professional engineer. Only in February 1994, three months after filing the petitions, did Mr. Visconti present these "experts" with the 1993 data, and even then he asked them about hypothetical flows from values he made up. When they could not give him any definitive answers, he claimed that DEP had withheld information and moved to continue the administrative proceeding. In considering the evidence, the candor and demeanor of all the witnesses has been weighed and the issue of whether or not DEP impeded Petitioners' access to agency files at any time is resolved against Petitioners and in favor of the agency. In so doing, consideration has been given to the evidence that SAC allowed Mr. Visconti to "take the point" on all investigations instead of doing anything on its own. That Petitioners, as laymen, may have been confused by DEP's use of discreet files for each of the successive permits applied for by NPU and granted or denied by the agency has been considered. The undersigned also appreciates that Mr. Visconti never understood that after some permits were granted, only microfilm copies of certain preliminary items remained. However, even so, Mr. Visconti's own testimony is to the effect that he was so fixated on the idea of a "conspiracy" or "collusion" between DEP and NPU that he rejected all explanations by DEP personnel and persisted in the ideation that DEP's failure to copy him with copies of all correspondence between the applicant and the agency pointed to collusion. He assumed, without good legal cause, that if something he had previously seen or thought should be in the agency file was not, in fact, in the agency file, he therefore had a right to file a petition against any permit application. Likewise, he decided, also without good legal cause that if there were anything in the agency file that caused him "concern" or which was different than the current permit application papers but which applied to any prior permit, he had a right to challenge the current permit application. The single instance of lack of cooperation and courtesy by one DEP employee as related by Ms. McCarthy concerning one telephoned question is accepted, but that single incident is not enough to swing the balance and absolve Petitioners of making a reasonable investigation before they filed their petitions. There is no evidence that the single question related to this permit; it was asked before the application for this permit was made and before the Intent to Issue was published; and the question apparently was never repeated. None of this evidence established any proper purpose in Petitioners for alleging data disparities or procedural irregularities, however defined. NPU presented evidence it had employed its attorney and agreed to pay certain fees and that its attorney's fees and costs are reasonable with the exception of the billings between October 5 and October 29, 1993. The allowable amount totals $24,690.00 in attorney's fees and $2,434.83 in costs. Petitioner Visconti established no evidence with regard to his counter motion for attorney's fees upon any legal theory whatsoever. DEP established no independent motion, entitlement, or amount of fees and costs.
The Issue Whether Southern Hy Power Corporation (Hy Power) has provided reasonable assurance, based on plans, test results, or other information, that its proposed hydroelectric facility will comply with the Management and Storage of Surface Water (MSSW) statutes and rules of Southwest Florida Water Management District (SWFWMD) and the Wetland Resource Management permit (WRM)/water quality certification statutes and rules of the Florida Department of Environmental Protection (DEP).
Findings Of Fact By Joint Prehearing Stipulation the parties agreed to the following description of the parties and the project: PARTIES: The Department of Environmental Protection (the Department) is a government agency in the State of Florida existing by virtue of Section 20.255, Florida Statutes, and operating pursuant to Chapters 253, 373, 376, and 403, Florida Statutes, and Title 62, Florida Administrative Code. Under an interagency agreement with SWFWMD, the Department also implements Title 40D, Florida Administrative Code. The Department is located in Tallahassee, Florida, and it has a district office in Tampa, Florida, which district includes Levy County. Southern Hy Power Corporation is a Florida Corporation whose principal offices are located at 7008 Southwest 30th Way in Gainesville, Florida. Betty Berger is an interested party with a mailing address of Post Office Box 83, Inglis, Florida. The Campbells are an interested party with a mailing address of 245 Palm Street, Inglis, Florida. Hy Power applied on August 31, 1993, to the Department for a WRM permit/water quality certification to construct a hydroelectric facility on the Inglis By-Pass Channel. The project is located in Section 12, Township 17 South, Range 16 East, within the town of Inglis in Levy County. The facility consists of a powerhouse located on the south side of the channel measuring about 28 feet wide by 115 feet long, drawing water from the Inglis By-Pass Channel, passing it through a single-pit type turbine and discharging downstream of the Inglis By-Pass Spillway Dam. Hy Power applied on August 4, 1998, to the Department for a MSSW permit for the same proposed hydroelectric facility on the Inglis By-Pass Channel. DESCRIPTION OF PROPOSED PROJECT The project involves the construction of an intake structure, powerhouse, and tailrace on a 0.61-acre area located on the south side of the existing Inglis By-Pass Spillway. The facility will take advantage of the existing hydrostatic head that exists on either side of the Spillway Dam, to generate electricity. The powerhouse will be constructed below grade and will contain a single megawatt turbine and generating unit. The intake structure will divert flows from the upstream side of the Spillway Dam through the powerhouse and back into the By-Pass Channel. A small one-story control building and low profile substation will be constructed above grade within the boundaries of the project area. The hydroelectric project is considered to be a "Run of the River" type of facility because it can only use that water which flows down the existing channel. The geometry of the channel restricts flow to a certain amount, therefore the project cannot create or use flows above those that the By-Pass Channel can provide. The overall authority for control of water levels in Lake Rousseau and flow to the lower Withlacoochee River will remain with the DEP. Lake Rousseau was created in 1909 when the Inglis Dam was constructed across the Withlachoochee River for the purposes of hydroelectric generation. The dam impounds over 11 miles of the Withlachoochee River and forms a lake approximately 3,000 to 4,000 acres in size. Prior to construction of the Barge Canal, water released from the Inglis Dam would flow down the lower portion of the Withlachoochee River about 10 miles before entering into the Gulf of Mexico. In the mid to late 1960's the Army Corps of Engineers (ACOE) built a portion of the Cross Florida Barge Canal between the Gulf of Mexico and Lake Rousseau. The canal severed the Withlachoochee River downstream of the Inglis Dam causing its flow to be diverted into the Barge Canal and then into the Gulf. In order to maintain the flow of freshwater from Lake Rousseau to the lower segment of the River, the 8,900-foot long Inglis By- Pass Channel and Spillway were constructed. The resulting downstream flow ensures navigation in the lower portion of the River and sustains its freshwater and estuarine environment. The water level in Lake Rousseau is generally maintained at an elevation of 27.5 feet above mean sea level (msl) by a combination of the Inglis Dam, the Inglis Lock, which is located in the Barge Canal, and the By-Pass Channel Spillway. These water control features are known collectively as the Inglis Project Works. The water levels in the lower Withlachoochee River immediately to the west of the By-Pass spillway are close to sea level. The resulting head provides the potential energy needed to drive the proposed generator turbine. Under normal conditions the majority of water released from Lake Rousseau flows over the Spillway Dam into the lower segment of the River. According to the DEP Office of Greenways and Trails (OGT), the maximum capacity of the existing By-Pass Channel Spillway is 1,540 cubic feet per second. The hydroelectric project will divert whatever flow is allowed around the existing spillway through the turbine and back into the channel. When the Cross Florida Barge Canal project was cancelled in the 1990's, the ACOE transferred ownership of the property to the State of Florida Board of Trustees, who in turn has leased the property to the DEP for use as the Cross Florida Greenbelt State Recreation and Conservation Area. Management of this property, the control of river flow and lake levels, and operation of the Inglis Project Works are exercised by the DEP's OGT. The OGT utilizes a document entitled "Water Control Plan for Inglis Project Works," dated September 1994, as a guide to operating the structures. The Water Control Plan is incorporated as part of the MSSW intent to issue. On or about April 25, 1995, the Governor and Cabinet, sitting as the Board of Trustees of the Internal Improvement Trust Fund ("Trustees"), approved a request from Hy Power to sublease 0.61 acres of Greenway property at the project site for the purpose of providing electric power. The request was challenged by Berger and the Campbells, and resulted in an administrative hearing held on November 3, 1995. As a result of the hearing, Administrative Law Judge Larry Sartin entered a Recommended Order on July 12, 1996, that the Board enter an order approving execution by the DEP of the proposed sublease and dismissing the petition of Berger and the Campbells. The Recommended Order was approved by the Trustees in its entirety in a Final Order dated April 12, 1996 ("Final Order"). Berger v. Southern Hy Power Corporation et al., Case No. 95-3589. A copy of the Final Order is listed as an exhibit to this Stipulation, and the Findings of Fact and Conclusions of Law contained therein are adopted herein. As previously ruled by the undersigned, the previous Final Order is res judicata as to Petitioners in this case, who are collaterally estopped from challenging any of the findings of fact or conclusions of law contained in the previous Final Order. Petitioners reserve the right to litigate issues of fact and law not addressed in the Findings of Fact or Conclusions of Law contained in that Final Order with regard to the permittability of this project under the WRM and MSSW permitting proposals, and to raise objections as to relevance to this proceedings of any of the Findings of Fact or Conclusions of Law in the Final Order. On February 21, 1995, Hy Power filed application with the Federal Energy Regulatory Commission (FERC) for a conduit exemption from the licensing requirements of Part I of the Federal Powers Act (FPA) for the proposed project. Petitioners and various other persons filed protests with FERC in opposition to the project. On April 21, 1997, FERC issued an Order Granting Conduit Exemption, a copy of which is listed as an exhibit to this Stipulation. Petitioners in this case are collaterally estopped from challenging any of the findings or conclusions contained in that Order Granting Conduit Exemption. Petitioners reserve the right to litigate issues of fact and law not addressed in the Findings of Fact or Conclusions of Law contained in that Order Granting Conduit Exemption with regard to the permittability of this project under the WRM and MSSW permitting proposals, and to raise objections as to relevance to this proceedings of any of the findings or conclusions in the Order Granting Conduit Exemption. FACTS ADDUCED AT HEARING OUTLINE OF PROJECT The proposed project calls for the construction of a water retention structure along the existing By-Pass spillway, the excavation of a large hole in which the powerhouse and turbine would be constructed "in-the-dry" south of the existing dam, and a millrace below the proposed project to return the water back into the existing water course. Conflicting testimony was received regarding the facts surrounding the construction of the project. These included: whether the proposed project will touch the existing wing walls of the existing dam; whether the water retention structure is a coffer dam; whether the proposed water retention structure will safely retain the water; whether the powerhouse and turbine have sufficient negative buoyancy to stay in the ground; whether the proposed excavation will weaken the existing dam; and whether the de-watering of the excavation site will adversely impact ground and surface water. PROJECT DESIGN AND ENGINEERING Engineering for the project was directed by witness Richard A. Volkin, a professional engineer and president and CEO of Engineering Company, Inc., based in Canton, Massachusetts. Mr. Volkin has extensive national and international experience in the design, management, and operation of hydroelectric facilities. Other engineers in Mr. Volkin’s firm worked on the project under Mr. Volkin’s direct supervision, including John May, who became registered as a professional engineer in Florida in order to sign and seal the engineering drawings for the project, which he initially did around 1994. Mr. May became ill and retired in 1998. Because of the length of time the application process has taken and the fact that Mr. May retired, there was a time while the application was pending, when Hy Power's design team was without a registered Florida engineer. When this was brought to the attention of Hy Power, Hy Power substituted Steven Crockett for Mr. May as the Florida-registered professional engineer of record for the project. DEP routinely accepts an applicant’s changing its engineer of record during the course of permit application or construction. Mr. Crockett is a civil and structural engineer who has considerable experience in preparing dam structural designs. Mr. Crockett independently reviewed and evaluated the engineering drawings for the project. Mr. Crockett resealed the drawings by using his drawn seal and signing the plans because his embossed seal was not readily available and time was of the essence. Mr. Crockett has advised DEP that he is now engineer of record for the project, using the appropriate DEP forms. Mr. Volkin’s firm performed all of the studies required by the various agencies, including a geotechnical study of the area, a 50-year analysis of water flow in and out of the Lake Rousseau regime, and water quality evaluations of water in the By-Pass Channel. The ACOE performed deep hole borings of the soils (approximately 36-40 feet below sea level) in the area of the project site to determine soil stabilization conditions at the site when they were constructing the Inglis Project Works. The soil conditions found can reasonably be expected to be similar today. Mr. Volkin’s company also took its own eight-foot deep surface core samples. The purpose of those samples was to verify the ACOE data. The new core samples verified the original core samples. Mr. Volkin also reviewed the ACOE’s engineering drawings developed from construction of the Spillway Dam. These show that the dam is founded on limestone bedding that has been stabilized with concrete. The hydroelectric facility will be constructed adjacent to and south of the dam structure and adjacent to and north of the barge canal. The same type of limestone bedrock is found in the area of the proposed construction. The facility design includes an intake channel on the upstream channel and a tailrace downstream. Those are the only structures that will be constructed next to the By-Pass Channel. The construction of the facility itself will be "in the dry." Hy Power will use coffer dams to seal off the construction site from the By-Pass Channel, so that there will not be water leakage from the Channel into the construction site. Water from the By-Pass Channel will enter the power plant when the coffer dams are lifted and the water is allowed to flow into the facility. The Petitioners presented the testimony of Bill Edwards, an individual with considerable experience in the construction of bridges, cofferdams, and similar concrete structures in aquatic and semi-aquatic conditions. Mr. Edwards is a former hard-hat diver who worked all over the world and worked in Florida for many years prior to his retirement. Based upon his experience and expertise in construction related to projects of this type, his testimony is credible and worthy of consideration. Mr. Edwards pointed out that if the proposed water retention structure did not touch the wing wall of the existing dam, it could not keep the water out and would not have the strength that it needed to retain the water. Hy Power’s witnesses explained that the retention structure would be set close enough to the existing wing wall that waterproofing materials could be placed between the two structures to keep the water out. Further, that the existing plans did not show interior bracing which would be included for structural strength and integrity. In sum, the retention structure will be in contact with existing dam’s wing wall, but will be free standing and not dependent upon the strength of the wing wall for its strength. Mr. Edwards pointed out that a cofferdam by definition has walls on all sides of the structure. The structure proposed by Hy Power did not have walls all the way around the proposed excavation. In rebuttal, Hy Power presented evidence that its plans were conceptual, design drawing and not construction plans. Hy Power represented that in actuality it would put as many walls as were necessary to keep the water out of the hole it intended to excavate. Trash racks will be constructed at the intake structures to protect aquatic life and make sure that trash and vegetation do not enter the intake structure or go down river. The trash rack bars will be two inches on center, which the U.S. Fish and Wildlife Service has determined as the appropriate size for the protection of fish. The turbine blades are "double regulated," and operate generally between 60 and 90 revolutions per minute. The design enables the turbine to operate at a constant speed to generate a consistent flow of electricity, notwithstanding the fact that the flow of the water may vary. The blade speed is not very fast, and the 2.5-meter blades provide a two to three-foot opening. This design acts to prevent fish mortality. There are four ways to shut off the flow of water through the proposed structure: close the pitch of the blades, close the wicket gates, allow the counter balance to the wicket gates to kick in and automatically close the gates, and close off the main gates. This is a fail safe system ("four level redundancy") designed to work upon any failure. Once water goes through the generator, its velocity is reduced to no greater than its intake rate which is a maximum of three feet per second. This prevents the water being discharged from the tailrace from causing erosion. If the head of water in the dam produces a flow exceeding three feet per second, it can be diverted over the other dams which will be functional. The power plant will be encased in concrete, except for a small access way that enables a person to go down a set of stairs to the plant. It will be a sealed, waterproof structure, as required by FERC and the ACOE. This will prevent penetration of groundwater, or flood waters in the event a massive flood overtops the plant. The only water entering the powerhouse will be through the turbine tunnel for power generation purposes. Mr. Edwards pointed out that the powerhouse was a closed structure and as such would have positive buoyancy, that is, it would float. Mr. Edwards pointed out that the proposed site is between the barge canal and By-Pass spillway and there is a great deal of groundwater and potentiometric pressure in the existing water table. In sum, there is a unlimited supply of groundwater at the site, and powerhouse could float out of the ground just like an empty swimming pool. Hy Power presented rebuttal evidence that the weight of the building, the turbine, and the water flowing through the turbine would be close to negative buoyancy, and they would add additional weight to the structure as necessary to keep it in place. The project is designed to generate three megawatts of electric power which is enough electricity to serve between 300 and 3000 homes, depending on usage. The project is designed to be unmanned. This is common for facilities such as this. The plant can be operated by remote control, unlike the existing controls at the By-Pass Dam, which are operated manually. DEP can access, monitor, and control remotely the generator's operation to include shutting the facility down at any time. There will be remote sensors to monitor water elevations. Flood protection will improve because of the ability of DEP to manage water flow from a remote location. If there is any major disruption, the plant will shut itself down. The project is classified as "green power." In other words, it generates natural energy without any disruption to the environment. The project will have minimal to no impact on the environment. There will be no significant changes in water quality compared to existing conditions as a result of either construction or operation of the facility. WRM Permit Criteria Hy Power has provided reasonable assurances that the proposed project will not cause a violation of state water quality standards of Section 403.918(a), Florida Statutes (1991). The parties stipulated that turbidity and dissolved oxygen were the two surface water quality issues of concern in this proceeding. The receiving water body is the Inglis By-Pass Channel. The Inglis By-Pass Channel is a Class III surface water. The project is not located in a OFW. While the lower Withlacoochee River is an OFW, the OFW designation runs up the natural river itself, and does not include the Spillway Dam, tailrace, or the remainder of the By-Pass Channel. There would be no degradation of water quality at the point of contact with the Withlacoochee River OFW. The DEP and FERC looked specifically at potential for turbidity and dissolved oxygen in determining whether the project would violate state water quality standards. The standards for turbidity and dissolved oxygen will not be violated. Because the By-Pass Dam is an under flow structure, a minimum of oxygenation currently occurs as water flows through the existing dam. The proposed project runs the water underground through the generator; however, Hy Power will measure the dissolved oxygen below the dam in the Lower Withlacoochee River. In the event there is any lowering of dissolved oxygen, Hy Power can install a "sparge ring" to reoxygenate the water going through the turbine so that dissolved oxygen remains at current levels. No turbidity will be added to the receiving water as a result of the project, because water velocity is low and the structure is encased in concrete and rip-rap. The only other potential for turbidity would occur when the coffer dams are removed after construction is complete. The coffer dams can be removed with the generator closed to permit any turbidity to settle. The amount of siltation that might occur when the generator is opened would be insignificant. Where a project is not in a OFW, an applicant must provide reasonable assurance that the project will not be contrary to public interest. See Section 403.918(2), Florida Statutes (1991). Hy Power has provided such assurances. The project will not directly affect public health, safety or welfare, or the property of others. See Section 403.918 (2)(a)1., Florida Statutes. There are concerns relating to the structural integrity of the proposed facility and adjacent structures which are discussed extensively below. The project will have no adverse impact upon the conservation of fish and wildlife, including threatened and endangered species and their habitat. See Section 403.918 (2)(a)2., Florida Statutes. While manatees are not likely to be found at the project site, the installation of the trash racks will eliminate any potential adverse impact on manatees. In fact, the racks will be an improvement over the current unprotected Spillway Dam. DEP procedures require a specific manatee control plan be implemented to deal with site specific concerns. The project will not adversely affect navigation or the flow of the water or cause harmful erosion or shoaling. See Section 403.918(2)(a)3., Florida Statutes. The project will not adversely affect fishing or recreation values or marine productivity in the vicinity of the project. See Section 403.918(2)(a)4., Florida Statutes. The permanent project and its construction will cause no significant environmental impacts. See Section 403.918(2)(a)5., Florida Statutes. There will be no adverse impacts to significant historical and archeological resources. Section 403.918(2)(a)6., Florida Statutes. With regard to the impact on current conditions and relative value of functions being performed by the areas affected by the proposed activity, there will be no negative impacts. See Section 403.918(2)(a)7., Florida Statutes. Improvement will result from better control of water flow at the project site, installation of trash racks and implementation of green power. THE FORESEEABLE ADVERSE SECONDARY OR CUMULATIVE IMPACTS Potential adverse secondary impacts related to power transmission are addressed through the fact that there is an existing power line corridor that can be used to transmit the electricity. Any need to change the corridor could be addressed by subsequent DEP permitting. Cumulative impacts are not at issue. Mr. Gammon, with Florida Power, acknowledged that the current electric company, presumably Florida Power, would be required by FERC to transport the electricity generated by Hy Power over its existing corridor and poles. No final decision has been made regarding how to access the site with equipment during construction. Several feasible construction options exist, and there are several ways of accessing the site with heavy equipment vehicles and without impacting wetlands. Any final decision would be subject to DEP approval. Since the project meets the public interest criteria of Section 403.918(2)(a), Florida Statutes, and wetland impacts are minimal, the project is permittable without the need for mitigation. See Section 403.918(2)(b), Florida Statutes. The ACOE has issued a permit for the facility. The permit varies slightly from the DEP intent to issue in the use of reinforced concrete rather than rip-rap on the bottom half of the intake channel. This is to comply with ACOE preference, but the variation has only an environmental benefit. Counsel for Petitioners sought to elicit testimony from Linda Sloan, Executive Director of the Withlacoochee Regional Planning Council, with regard to compliance of the proposed project with the Town of Inglis Comprehensive Plan and Land Development Code. Such compliance is not relevant to this proceeding. At any rate, Ms. Sloan conceded that any prohibition that might apply in the Land Development Code to construction of the proposed facility could potentially be alleviated by exemption or variance provisions in the Code. MSSW PERMIT CRITERIA The project will provide adequate flood protection and drainage in the conventional sense. See Rule 40D-4.301(1)(a), Florida Administrative Code. Because the amount of impervious area is minimal, runoff from the project will not in any way contribute to increased flooding or adversely impact drainage patterns. The total amount of impervious area of the facility is less than that of a single-family residence. SWFWMD rules do not even require MSSW permits for single-family residences because the impact is not significant. The only purpose for requiring a MSSW permit for the project is to review the project’s potential downstream impacts to the watershed, not stormwater runoff from the facility itself. The project will not cause adverse water quality or water quantity impacts on adjacent lands in violation of Chapter 373, Florida Statutes, or cause a discharge that violates state water quality standards. See Rule 40 D-4.301(1)(b), Florida Administrative Code. As indicated by the WRM water quality findings above, the project will not generally violate state surface water quality standards. See Rule 40 D-4.301(1)( c), Florida Administrative Code. The project will not generally cause adverse impact on surface or groundwater levels or flows. See Rule 40 D- 4.301(1)(d), Florida Administrative Code. Since the project is a run-of-the-river, it will not diminish the capability of a lake or other impoundment to fluctuate through the full range established for it under Chapter 40D-8, Florida Administrative Code. The project will not cause adverse environmental impacts, or adverse impacts to wetlands, fish, and wildlife or other natural resources. The project can be effectively operated and maintained. See Rule 40D-4.301(1)(g), Florida Administrative Code. The project is a slow speed, low maintenance facility. The design concept is well established and has been successfully used for many years. Possible adverse affects to public safety are discussed below. The project is consistent with the requirements of other public agencies. See Rule 40D-4.301(1)(i), Florida Administrative Code. Potential harm to water resources within the SWFWMD are discussed below. See Rule 40D-4.301(1)(j), Florida Administrative Code. The proposed project generally will not interfere with the legal rights of others. See Rule 40D-4.301(1)(k), Florida Administrative Code. The proposed project is not against public policy. See Rule 40D-4.301(1)(l), Florida Administrative Code. The project complies with the requirements contained in the Basis of Review. See Rule 40D-4.301(2), Florida Administrative Code. There is a dispute as to whether the project was within or at the edge of the 100-year flood plain. This dispute is related to how one interprets the rule as it relates to the millrace and the location of the facility which is under ground. In the conventional sense, the project is not in the flood plain. Further, the project is designed in such a way, that it is waterproof if it were topped with water. While in the past SWFWMD may have had concerns that the project might cause downstream flooding, SWFWMD currently has no such concerns, given the run-of-the-river status of the proposed project. The operation of the project will not cause downstream flooding. The DEP included in its intent to issue, conditions contained in the sublease between Hy Power and the DEP in order to ensure that the facility would remain run-of-the-river, would comply with the water control plan, and would otherwise comply with the terms of the sublease. The DEP has final control over water flow and can revoke the permit or otherwise take enforcement action against Hy Power if Hy Power fails to comply with the water control plan. GROUNDWATER IMPACTS Operation of the project will not cause groundwater contamination or otherwise have adverse groundwater impacts. Some concerns about groundwater during excavation of the construction site were raised. The conflicting evidence received regarding them is discussed below. An area of concern was the de-watering plan for the project. Everyone agrees there will be some water seepage into the construction site that will have to be pumped out. The parties disagree regarding the amount of water that will have to be removed. Their estimates of amount of water to be removed vary because their estimates of size and over-all depth of the site vary. Petitioners presented credible evidence that a potential exists for the construction site to have a large quantity of water because of its location between two sources of surface water (the By-Pass Channel and Barge Canal), because of the makeup of the subsurface, and because of the depth of the construction. Hy Power credibly represents that if excessive groundwater is found, it can address the adverse impacts through its de-watering plan that would have to be filed with FERC and DEP. The technology exists to address the de-watering of the project. Such plans are routinely considered by DEP after a construction permit is issued and before de-watering occurs. There is very little evidence of sinkhole activity in the project area, and the construction activities are not expected to cause any sinkhole activity. NOISE POLLUTION Mr. Bitter expressed concerns that FERC would require the facility to install a very loud siren that would result in sudden noise adverse to the well-being of neighbors. Mr. Bitter is unfamiliar with FERC siren requirements at run-of the-river hydroelectric facilities. In contrast, Mr. Volkin, who has substantial experience in this area, testified that the only alarm device that would be required would be for the protection of the workers during construction. The purpose of the alarm is to warn persons below a dam spillway of a change in the volume of water being let out of the impoundment. In the case of a run-of-the-river facility, the volume is near constant, changing only gradually. Therefore, even if a warning siren had to be installed its use would be limited to significant changes in flow or testing. This would not constitute a nuisance. Further, the facility is located in the vicinity of the Crystal River Nuclear Power Plant which has its own warning sirens. It would be prudent to make any warning devices required for this structure significantly different from those at the nuclear plant and to limit their use. DAM SAFETY AND FERC REVIEW In reviewing whether Hy Power’s applications complied with the relevant permitting criteria, the DEP took into consideration the review of the facility already performed by FERC. FERC will also be responsible for reviewing the project as it is being constructed. Mr. Edwards also raised concerns about the structural stability of the By-Pass Dam itself. This has been a subject of concern by those responsible for the dam, and a survey of the structure was conducted in 1993, referred to as the Greiner Report. The Greiner Report identified specific maintenance problems that have been and are being addressed by the DEP. However, DEP’s maintenance plan does not address specifically the possibility that the weight of the dam over time has caused some shifting in the dam. Hy Power has only a few core borings and only one at the location of the generator. Hy Power is using the ACOE’s original borings, as confirmed by several new ones, to develop its preliminary plans. The DEP considered FERC and the ACOE as responsible agencies for determining the structural integrity of the dam. DEP has taken FERC’s review of this facility into consideration as part of DEP’s own permitting review. It is normal for DEP to rely on outside sources and agencies for assistance in determining compliance with DEP permitting criteria such as public health and safety, and it is reasonable for DEP to do so in this instance. Most states do not have the full capability to evaluate dam safety, and so they rely on FERC and ACOE. On April 21, 1997, the project received a conduit exemption from FERC. The application process is illustrated in Hy Power Exhibit 11. Hy Power submitted to DEP detailed information about the dam, the associated structures and the proposed project which had been reviewed by FERC and the ACOE, the two agencies in the United States who are responsible for dam structure design, control, and administration. Included in the package was the Greiner Report and Hy Power’s review of it. FERC evaluated the project, the Inglis By-Pass Dam structure, and the proximity of the project to the Dam in relation to structural impact, upstream and downstream impacts, water quality, and environmental issues. Mr. Edwards raised concerns regarding the ability of the limestone bedrock to sustain additional construction in the area of proposed construction. This is a material issue in the controversy which impacts several aspects of the proposed construction. Mr. Edwards pointed out that the barge canal channel was constructed with the use of explosives that caused a fracturing of limestone bedrock. He pointed out that the steel panels, which Hy Power proposes to drive into the bedrock to construct the water retention structure necessary to excavate the hole into which the turbine and powerhouse would be placed, will further fracture this bedrock. This creates two potential dangers. It could permit water to move under and around the bottoms of the panels, potentially scouring the loosened material from the base of the panels and making them unstable and subject to failure. It could weaken the entire southern wing of the existing spillway dam. Mr. Edwards opined that this could result in catastrophic failure of the dam or the coffer dam. Such a failure would cause major destruction and loss of life to those persons living and working in and along the lower Withlacoochee River. Hy Power presented rebuttal evidence that it could and would, if necessary, inject concrete into the limestone to stabilize it and avoid the concerns raised by Mr. Edwards. FERC specifically evaluated concerns raised by project opponents over the poor physical condition of the By-Pass Channel Spillway structures, relying particularly on the 1993 Greiner Report. FERC noted that the DEP had entered into a contract to correct any deficiencies listed in the Greiner Report, which "did not conclude that the deficiencies at the By-Pass Spillway threaten downstream life and property." The FERC review concluded that the dam was safe. To ensure safety, FERC is requiring that Hy Power do a complete stability analysis of the dam prior to any construction. Articles 301 and 302 of the FERC exemption ensure that all final drawings and specifications be submitted to FERC prior to construction, along with a supporting design report consistent with FERC’s Engineering Guidelines; that FERC can require changes to assure a safe and adequate project; and that Hy Power must also submit approved coffer dam construction drawings and specifications at least 30 days prior to starting construction. FERC has its own engineering staff who will go to the site and do their own analysis, along with the ACOE, of the dam and structures, prior to any construction commencing. This is a detailed design review evaluation so that the latest information on the dam will be made known immediately prior to construction, and will prevent any catastrophic event from happening. Under FERC procedures, FERC requires the applicant to obtain the DEP permits prior to requiring applicant to submit more detailed construction designs for FERC's consideration. These more detailed designs in turn will be subject to further review by DEP and FERC. It is assumed that Hy Power will comply with the post- permitting procedures and requirements, and will present complete, detailed construction drawings for FREC and DEP approval. Hy Power’s failure to complete the process would result in denial of a construction permit.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law set forth herein, it is RECOMMENDED: That the DEP enter a Final Order that issues the two permits challenged in this proceedings, WRM Permit No. 38-237096-3.001 and MSSW Permit No. 38-0129249-002, subject to the conditions contained in the Intents to Issue in the respective WRM and MSSW Permits and as described in the Recommended Order. DONE AND ENTERED this 2nd day of March, 2000, in Tallahassee, Leon County, Florida. STEPHEN F. DEAN Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 2nd day of March, 2000. COPIES FURNISHED: Daniel H. Thompson, Esquire Berger Davis & Singerman 215 South Monroe Street, Suite 705 Tallahassee, Florida 32301 Andrew Zodrow, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 John S. Clardy, III, Esquire Crider Law Firm Plantation Point 521 West Fort Island Trail, Suite A Crystal River, Florida 34429 Teri Donaldson, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Kathy Carter, Agency Clerk Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Bernard M. Campbell Bessie H. Campbell 245 Palm Street Post Office Box 159 Inglis, Florida 34449 Sarah E. Berger Post Office Box 83 Inglis, Florida 34449
The Issue The issues are whether Respondent Thidadeau is entitled to a Noticed General Permit, pursuant to Florida Administrative Code Rule 62-341.427, and a Letter of Consent, pursuant to Florida Administrative Code Rule, to construct a single family dock in the central embayment of the Loxahatchee River in Palm Beach County.
Findings Of Fact By Joint Application for Environmental Resource Permit/Authorization to Use Sovereign Submerged Lands/Federal Dredge and Fill Permit filed August 14, 2002, Respondent Paul Thibadeau (Applicant) requested a Noticed General Permit (NGP) and Letter of Consent for a single-family dock to be constructed at his home located at 129 River Road, Palm Beach, Florida (Application). The dock would extend from the southern shore of the Central Embayment of the Loxahatchee River, which is Class III waterbody that is also an Outstanding Florida Water and Aquatic Preserve. At the time of the filing of the Application, Applicant's contractors and Respondent Department of Environmental Protection tried various alignments to avoid impacts. Petitioner Board of Commissioners of Jupiter Inlet District (District) is an entity created by the Legislature to operate and maintain the Jupiter Inlet and maintain and preserve the Loxahatchee River. The District's jurisdiction covers the Central Embayment and Applicant's property. The District employs an engineer to inspect the Central Embayment for navigational hazards. Intervenors Andrea Cameron and Jeffrey Cameron and Douglas Bogue reside in shoreline property to the west of Applicant's property. The Camerons and Mr. Bogue live on the same cove that the west side of Applicant's property abuts. Mr. Bogue's parcel is the second parcel to the west of Applicant's parcel, and the Camerons' parcel is the third parcel to the west of Applicant's parcel. Intervenors swim, fish, birdwatch, boat, and otherwise use the area in which Applicant would construct the dock and platform. Applicant has owned his property for a little over seven years. Applicant's property consists of nearly 1.5 acres of land that forms a peninsula jutting into the Central Embayment from the southern shoreline near the Alternate A1A bridge, which marks the east end of the Central Embayment. Applicant owns 1000 linear feet of shoreline. The proposed dock and platform would be constructed on the northwest side of Applicant's property. Applicant currently owns a dock, measuring five feet into the water by 67 feet along the shoreline, in the canal on the east side of his property. The water depth at this dock is only four inches at the lowest tides and less than one foot at mean low water. Seagrasses--mostly shoalgrass and threatened Johnson's seagrass--grow in the vicinity of this dock, and it is a reasonable inference, given the nearby seagrass beds, prevailing shallow depths, shading effect of the present dock, and the relocation of prop and boating disturbances, that seagrass would recolonize the area of the existing dock, after it is removed. Applicant has agreed to amend either the NGP or Letter of Consent to condition the approval of the construction and use of the proposed dock upon the removal of the existing dock. The Application describes a dock that is 270 feet long and four feet wide. At the end of the dock is a 160 square-foot terminal platform. The diagram shows the dock running 110 feet due north from an upland point that is ascertainable only approximately by reference to a concrete sidewalk and mangrove fringe depicted on the drawing. The dock then turns to the northwest and runs 160 feet to the terminal platform, which measures 5.3 feet by 30 feet. Boat-lift pilings are waterward of the waterward edge of the platform. The diagram depicts approximations of water levels, at mean tide, along the dock. The shorter run of the dock ends in water two feet deep, at mean tide. The longer run crosses a long sandbar and terminates between the 3.5- and 4-foot contours. A cross-section in the Application shows mean high water at about 1.0 feet (presumably National Geodetic Vertical Datum, or NGVD) and mean low water at about -0.5 feet NGVD. The cross-section reveals that the waterward edge of the terminal platform is at almost -3.33 feet NGVD and the landward edge of the terminal platform is at about -3.2 feet NGVD. This means that, at mean low water, the water level would be a little more than 2.75 feet deep at the waterward edge of the terminal platform and about 2.75 feet deep at the landward edge of the terminal platform. The pilings, which are waterward of the waterward edge of the terminal platform, are at -3.5 feet NGVD. This means that, at mean low water, the water level would be about 3 feet deep at the most waterward pilings. However, the second slip, which mostly runs along the end of the dock, not the terminal platform, is in shallower water. According to a drawing that is part of the Application, the waterward end of this slip is at the same depth as the landward end of the terminal platform, so it would be in about 2.75 feet of water at mean low water, and the landward end of this slip is at -2.0 feet NGVD, so it would be in about 1.5 feet of water at mean low water. Disagreeing with this drawing, Applicant Exhibit 61 indicates that the shallowest water depth at the second boat slip is at least two feet at mean low water. Although the scale of District Exhibit 62 prevents a precise determination, District Exhibit 62 seems to agree with this value, as well as other landward values, contained in Applicant Exhibit 61. The superior detail of both of these exhibits, as compared to that of the drawing accompanying the application, compels a finding consistent with the deeper water levels reported on Applicant Exhibit 61 and District Exhibit 62. Thus, the water depth, at mean low water, is at least two feet at the second boat slip. DEP environmental scientists visited Applicant's site twice before issuing the permit and snorkeled the area proposed for the dock to find the location that would result in the minimum impacts. On the first visit, the DEP scientists did not record the tide, but, in the second visit, they snorkeled the area at mean low water. After DEP approved the permit, its scientists snorkeled the site a third time, also at mean low water. Applicant has worked closely with DEP at all stages of the permitting process. In fact, early discussions resulted in several different alignments and locations for the proposed dock. After DEP's environmental scientists determined for themselves the location of the seagrass beds in the affected area, Applicant settled on a location and alignment acceptable to the DEP scientists and revised the application (Revised Application). The Revised Application locates portions of the dock deck over some seagrass beds, but adds restrictions, beyond those normally imposed on docks built in Aquatic Preserves, to reduce or eliminate the impacts of the dock on these seagrass beds. The Revised Application narrows the dock deck by one foot to three feet, replaces solid decking with grated decking for the first 200 feet from the shoreline, adds handrails for the first 200 feet from the shoreline, and raises the elevation of the dock deck from five feet to seven feet above mean high water for the first 200 feet from the shoreline. The Revised Application also changes the width of the terminal platform from 5.3 feet to 6 feet and its length from 30 feet to 25 feet. The Revised Application clearly identifies two boat slips: one on the waterward side of the long side of the terminal platform and one perpendicular to the first slip, along the north side of the end of the dock deck. Lastly, the Revised Application reduces the dock deck from 270 feet to 250 feet to the shoreline. The proposed alignment of the dock passes between two relatively small seagrass beds immediately offshore of the northwest side of Applicant's property. The cove contains a large seagrass bed, mostly confined to water depths of less than 1.5 feet at mean low water. A little more than 50 feet of the dock passes over the eastern edge of this large seagrass bed, and the most waterward 40-50 feet of the dock passes over bottom that is uncolonized by seagrass. The seagrass that is traversed by the dock is mostly confined to the long sandbar that the dock would cross. Petitioner presented several alternatives to the present alignment. These are depicted in District Exhibit 79. Petitioner and its witness ultimately selected Alternative F, which would be a shorter dock running to the northeast off the northern tip of Applicant's property. Passing over little, if any, seagrass, this dock would terminate in a hole that is three feet deep at mean low water. However, Alternative F provides Applicant with little better access than he has at present. The northern route to the channel requires several turns and passes over much seagrass. The longer eastern route runs over 600 feet in a narrow, turning channel that contains only 1.5-2.0 feet of water at mean low water. This side of Applicant's property is more exposed to currents and winds than the west side abutting the cove, so accurate navigation of a vessel with the engine trimmed partly up would be more difficult. Channels, especially shallow ones, shift over time and shoal up, especially given this tendency within the Central Embayment. The Central Embayment is a shallow waterbody prone to shoaling due to sedimentation. The main channel through the Central Embayment generally runs along the north shoreline of the Central Embayment, although it runs in a more central location as it approaches the Alternate A1A bridge at the east end of the Central Embayment. Applicant's property, which is close to the A1A bridge, is relatively close to the main channel. A shallow area with interspersed seagrass beds separates Applicant's property from the main channel. Applicant operates a 24-foot boat with a 200- horsepower outboard motor. The boat requires 12 inches of water to float with the engine up and 24 inches of water for the skeg and prop to clear the bottom with the engine down and the boat operating at idle or low speed. To ingress or egress the existing dock, Applicant can operate his boat only within two hours of high tide. To reach the main channel, Applicant must navigate poorly marked, local channels. The longer local channel runs east from Applicant's property and requires several turns. The shorter local channel runs north of Applicant's property and enters the southern access channel at a point near to its junction with the main channel. The southern access channel is an important channel in the Central Embayment, whose shoreline has been densely developed. A long sandbar runs through the center of the Central Embayment. Rather than navigate to the west of the sandbar, most boat operators coming from the south shoreline take the southern access channel, which shortens the time it takes for them to leave the Central Embayment. A mangrove island at the east end of the long sandbar is located immediately north and west of the southern access channel, just west of its junction with the main channel. Directly across from the mangrove island, in a southeasterly direction, is the northwest side of Applicant's property, from which the dock would extend, running toward the southern access channel. Boating traffic in the southern access channel may reach over 100 trips during a 10-hour period on weekends. In the vicinity of the proposed terminal platform, two large, privately installed pilings exist nearly in the center of the southern access channel. The closer of these pilings would be about 95 feet from the proposed terminal platform. One of the pilings marks the junction of the southern access channel with the main channel. The closer piling is between the proposed platform and the mangrove island to the northwest. Boats operate to the south and east of these pilings, typically at planing speeds of at least 20 miles per hour. In the vicinity of the proposed terminal platform, the southern access channel is 120-150 feet wide, and the waterward edge of the platform is about 70 feet from the center of the channel. The bathymetry in the vicinity of the proposed platform reduces the navigational hazard posed by the proposed project. The -3 and -4 feet NGVD contours run parallel along the southern edge of the southern access channel in the vicinity of the proposed terminal. Both contours, on either side of the proposed terminal, take sharp turns landward 25-50 feet on either side of the proposed platform. The effect of this bathymetry is to create a sort of submerged cove for the proposed terminal platform, which is protected from passing boat traffic from the fact that these contours are generally 25-75 feet further waterward on either side of the platform. For instance, at mean tide, boaters approaching the area of the platform would presumably wish to stay in water deeper than three feet, so they would unlikely find the platform to be a navigational hazard. Additionally, an imaginary line extending from the takeoff point of the dock on Applicant's shoreline, along the dock, to a point on the opposite shoreline would run about 13,800 feet. This line would run just east and north of the mangrove island described above. The drawing of riparian lines at this location is much more difficult due to the irregular shoreline and the orientation of the southern access channel. Originally, Applicant proposed a riparian line that ran from the westernmost extent of his property, which is located at the end of the waterway running along the west side of the property. Dutifully running this line perpendicular to the orientation of the southern edge of the southern access channel, Applicant deprived a corner of his neighbor's property of any riparian rights at all. During the hearing, Applicant redrew proposed riparian lines. The appealingly named, "Equitable Allocation" line does more justice to the neighbor by not crossing his property. Instead, this line runs roughly along the middle of the canal- like waterway on the west side of Applicant's property and, at the mouth of this waterway, turning to the northwest to run perpendicular to the southern edge of the southern access channel. The problem with the "Equitable Allocation" line offered by Applicant emerges when it is considered in broader scale, sufficient to encompass not only Applicant and his neighbor to the immediate west, but also that neighbor's neighbor to the immediate west. The "Equitable Allocation" line does no equity to the riparian access of one of the two landowners to the west of Applicant. However, the task in this case is not to draw riparian lines, but to determine whether the proposed dock or platform is within 25 feet of another landowner's riparian line. Applicant Exhibit 62 draws the 25-foot offset line. If the riparian- rights line runs perpendicular to the orientation of the southern access channel (the so-called "Equitable Allocation"), the terminal platform and dock are offset by more than 25 feet from the line. If the riparian-rights line extends property lines without regard to the orientation of the channel, then the platform, but not the dock, would be within the 25-foot offset. As noted in the Conclusions of Law, case law teaches that the location of the channel and property boundaries receive consideration in establishing riparian rights. When based on the larger-scale map of Applicant Exhibit 63, any equitable application of these factors would not result in the establishment of a riparian rights line within 25 feet of the proposed terminal platform or dock. The proposed dock and platform would impact the aesthetic enjoyment of nearby landowners and others using the waters of the Central Embayment. Swimmers and sunbathers set up on the sandbar and throw balls and flying disks. The proposed dock would divide the sandbar into two sections of about 170 feet and 100 feet. The impact of the dock, with its pilings spaced at ten-foot intervals, is unclear on these recreational users, as it is on users of canoes and kayaks, which also occupy these waters. The record does not portray a high-energy, strong-current environment in this area, which is essentially at the mouth of a small cove, so it is difficult to infer that typical currents will create unsafe conditions for swimmers, kayakers, or canoeists around the pilings. Likewise, the record does not establish the net impact of the dock and platform on fish, birds, and other wildlife using the area. The platform covers submerged bottom that is uncolonized by seagrass, and, given its coarse sand and shell hash, as well as the water depths and water clarity, this bottom is unlikely ever to be colonized by seagrass. The portion of the dock that traverses seagrass will shade this vegetation, but the effect of shading is mitigated by the seven-foot elevation of the deck, translucency of the decking material, and near north-south orientation of the deck. The construction of the takeoff of the deck will not require significant alterations to the existing mangrove fringe. The issue of cumulative impacts is not that the average dock in the Central Embayment is 80 feet, and the proposed dock is over three times longer. Nor is it that only two docks on the southern shoreline of the Central Embayment would equal or exceed in length the length of the proposed dock, and one of these two docks serves a planned unit development. The length of the dock is subordinate to the depth of the water to be reached by the dock. The more relevant issue, as to cumulative impacts, is that the proposed dock would extend to water whose depth is -3.5 feet NGVD, and the majority of docks in the Central Embayment terminate in water at least one foot shallower. An estuary whose urbanized shoreline appears almost condominiumized in aerial photographs, the Central Embayment will undergo shoreline development to match whatever DEP permits in its most generous permitting decisions. However, a close examination of District Exhibit 62 reveals numerous examples of docks or platforms terminating in -3.5 or even -4.0 feet NGVD, so the potential of the Letter of Consent generating cumulative impacts, strictly in the termination depths of docks, is small. The most relevant concern, as to cumulative impacts, is the potential for the construction of docks where no docks presently exist and the number of such docks that would need to extend 250+ feet to reach water depths comparable to those reached by the proposed dock and platform. Perhaps landowners abutting such extensive stretches of flats have been discouraged from trying to obtain permits for such lengthy structures. Perhaps Applicant himself was emboldened to seek the present NGP and Letter of Consent due to the permitting of the other single- family dock of comparable length on the southern shoreline. The problem as to this aspect of cumulative impacts is that the record does not support findings as to the number of littoral parcels without docks and the number of such parcels that would require docks of 250+ feet to reach the depths involved in this case. These cumulative impacts, if any, are too speculative to assess. Thus, the analysis of cumulative impacts in this case is necessarily restricted to consideration of the impacts of some additional pressure to construct docks to one-foot deeper water than has historically limited docks and the accumulation of additional impacts to resources, such as seagrass, or recreational uses, such as boating and swimming, from an authorization to build the proposed dock and platform. The record does not support findings of significant adverse cumulative impacts from this proposed activity. Moreover, the elimination of 335 square feet of shallow-water dock and the possible recolonization of seagrass, including threatened Johnson's seagrass, mitigate any cumulative impacts and limit or even eliminate the precedential value of the permitting decisions in this case.
Recommendation It is RECOMMENDED that the Department of Environmental Protection: Grant the Noticed General Permit. Grant the Letter of Consent upon two conditions: a) the prohibition against any boat mooring to the slip for any period of time, if the boat requires more than two feet of water with its engine in normal operation position and the boat operating at idle or slow speed; and b) the removal of the existing dock prior to the construction of the new dock and platform. DONE AND ENTERED this 25t day of July, 2005, in Tallahassee, Leon County, Florida. S ROBERT E. MEALE Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 25th day of July, 2005. COPIES FURNISHED: Kathy C. Carter, Agency Clerk Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Greg Munson, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Kevin S. Hennessy Lewis, Longman & Walker, P.A. SunTrust Building 1001 3rd Avenue West, Suite 670 Bradenton, Florida 34205 Thomas F. Mullin Lewis, Longman & Walker, P.A. 1700 Palm Beach Lakes Boulevard Suite 1000 West Palm Beach, Florida 33401 Marcy I. Lahart Marcy I. Lahart, P.A. 711 Talladega Street West Palm Beach, Florida 33405 John S. Yudin Guy & Yudin, LLP 55 East Ocean Boulevard Stuart, Florida 34994 Toni Sturtevant Assistant General Counsel Christine A. Guard Senior Assistant General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000
