The Issue This case concerns the issue of whether the Respondents, B. W. and Mildred Peake, should he granted a permit to construct an addition to an existing dock located on the north shore of Old River in Pensacola, Florida. The Petitioner, Mrs. A. K. Doyle, testified on her own behalf and also called as a witness, Mildred N. Peake, one of the applicants. The Petitioner offered no exhibits into evidence. Mr. B. W. Peake testified on behalf of himself and his wife Mildred N. Peake. The Peakes offered and had admitted into evidence Exhibits 1-7. The Department of Environmental Regulation called as witnesses Mark Snowden and Richard Fancher. The Department offered and had admitted Exhibits 1-6. Subsequent to the final hearing, Counsel for the Petitioner and the two Respondents submitted proposed findings of fact and conclusions of law for consideration by the Hearing Officer. To the extent that those proposed findings and conclusions are inconsistent with this order, they were rejected as not being supported by the evidence or as unnecessary to the resolution of this cause.
Findings Of Fact The Respondents, B. W. and Mildred N. Peake, have filed an application for a permit to construct an addition to an existing private pier located on the north shore of Old River, adjacent to Innerarity Point. It will be centered on a lot located at 878 Innerarity Road, Pensacola, Florida. B. W. and Mildred N. Peake are the owners of the property where the existing dock is located. On December 23, 1982, the Department of Environmental Regulation by letter notified the applicants that the Department intended to grant the permit application. The Petitioner, Mrs. A. K. Doyle, filed an objection to the issuance of that permit. Mrs. Doyle's property is adjacent to the eastern boundary of the Peake property. The application, as modified, seeks to extend the existing pier by sixteen (16) feet. The existing pier is five feet wide and approximately 185 feet long. The addition is to be constructed of the same materials used in the existing pier and will rest on treated pine pilings. The purpose of the pier is to allow temporary berthing for two additional sailboats. There will be no fuel pumps or toilets on the pier. The pier will be used for private purposes only and will involve no commercial operation. Upon completion of the addition, the Peake's pier would be approximately 110 feet from the Intercoastal Waterway Channel and will not create a hazard to navigation. The Peakes have obtained approval from the U.S. Army Corps of Engineers to construct the pier extension. They have not obtained consent from the Department of Natural Resources to use the state owned lands beneath the proposed addition. The addition to the pier will total approximately 80 square feet and will require 4 pilings. There is currently an extensive grass bed consisting of Cuban Shoalweed approximately 90 feet from the shoreline. Jetting of pilings for the addition will occur approximately 103 feet from the closest point of this grass bed. The proposed addition will have no significant impact on the existing grass beds. The grassbeds in this area stop growing at the edge of the photic zone or that point at which sunlight can no longer penetrate the water. At this site, this occurs at a depth of 1.5 meters or approximately 4.8 feet. The depth of the water at the site of the proposed addition is from 8 to 10 feet. There are no grasses growing in the immediate area of the project site. The grass beds in the area contain a wide diversity of benthic microinvertebrates. The number of species and density of benthic microinvertebrates were less at the addition site. The proposed addition will not interfere with marine life or destroy marine productivity. The substrate at the immediate project site consists of coarse sand with some fines associated with the sand. During the piling installation, these fines will become suspended in the water, thus creating turbidity. The use of a turbidity screen or control device during construction would limit turbidity to the project site with very temporary, limited violation of water quality. The project will have no deleterious effect on water quality. All boats using the pier will have Coast Guard approved marina heads. These marine heads will not discharge into the waters in the area. Garbage from the boats will be disposed of at the Peake home adjacent to the pier. The pier is presently being used to permanently moor one sailboat.
Recommendation Based upon the foregoing findings of fact and conclusions of law it is, RECOMMENDED: That the Department of Environmental Regulation issue a permit for the applicants, B. W. and Mildred N. Peake, to construct an addition to their existing dock in accordance with the application as modified. The permit should contain all the specific conditions included in the Department's letter of intent dated December 23, 1982. In addition, the necessary approval from the Department of Natural Resources should first be obtained. DONE AND ORDERED this day of April 1984, in Tallahassee, Florida. MARVIN E. CHAVIS 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 27th day of April 1984. COPIES FURNISHED: Victoria Tschinkel Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 E. Gary Early, Esquire Division of Administrative Hearings Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 Ralph A. Peterson, Esquire Post Office Box 12950 Pensacola, Florida 32576 James M. Wilson, Esquire Post Office Drawer 1832 Pensacola, Florida 32598
The Issue The issue in this case is whether the Department of Environmental Protection (DEP) should issue a letter of consent to use State-owned submerged lands (SL) and an environmental resource permit (ERP) (which are processed together as a SLERP) for the single-family dock proposed by Pamela C. Damico, which would extend 770 feet into the Atlantic Ocean from her property on Plantation Key in Monroe County (DEP Permit 44-0298211-001).
Findings Of Fact Pamela C. Damico owns property at 89505 Old Highway on Plantation Key in the Upper Florida Keys in Monroe County. Her property includes submerged land extending between 212 and 233 feet into the Atlantic Ocean, which is an Outstanding Florida Water (OFW). She applied to DEP for a permit to build a dock and boat mooring at her property. In its final configuration, the proposed docking structure would have an access pier from the shoreline that would extend across her submerged land, and then farther across State-owned submerged lands, for a total distance of 770 feet from the shoreline. A primary goal of the application was to site the mooring area in water with a depth of at least -4 feet mean low water (MLW). Mrs. Damico’s consultants believed that this was required for a SLERP in Monroe County. In addition, they were aware that -4 feet MLW would be required to get a dock permit from Islamorada, Village of Islands. The beliefs of Mrs. Damico’s consultants regarding the depth requirement for the mooring site were based in part on incorrect interpretations of DEP rules by certain DEP staff made both during Mrs. Damico’s application process and during the processing of other applications in the past. Those incorrect interpretations were based in part on ambiguous and incorrect statements in guidance documents published by DEP over the years. (Similarly, certain DEP staff made incorrect interpretations of DEP rules regarding a supposedly absolute 500-foot length limit for any dock in Monroe County.) See Conclusions of Law for the correct interpretations of DEP rules. Petitioner owns oceanfront property to the south and adjacent to Mrs. Damico’s. As expressed by Petitioner’s owner and operator, Dr. William Carter, Petitioner has concerns regarding impacts of the proposed docking structure on navigation, boating safety, and natural resources, including seagrasses, stony corals, tarpon, and bonefish. Several changes were made to the proposed docking structure to address concerns raised by Petitioner. In the earlier proposals, the access pier would have been supported by 10-inch square concrete piles, which must be installed using a construction barge and heavy equipment. In its final form, to reduce the direct impacts to the seagrasses and stony corals, it was proposed that the first 550 feet of the access pier from the point of origin on the shoreline would be installed using pin piles, which are made of aluminum and are 4.5 inches square inside a vinyl sleeve five inches square, and can be installed by hand. Instead of the planks originally proposed for the decking of the access pier, a grating material was substituted, which would allow greater light penetration to the seagrasses below. The orientation and length of the proposed docking structure was modified several times in an effort to achieve the optimal siting of the mooring platform. Handrails were proposed for the access pier, and no tie-up cleats are provided there. In combination with the elevation of the decking at five feet above mean high water (MHW), the handrails would discourage use of the pier for mooring by making it impractical if not impossible in most cases. Railing also was proposed for the north side of the mooring platform to discourage mooring there, and a sign was proposed to be placed on the north side of the platform saying that mooring there is prohibited. These measures were proposed to restrict mooring to the south side of the mooring platform, where a boat lift would be installed, which would protect the large seagrass beds that are on the north side of the terminal platform. (Mooring an additional boat along the end of the 8-foot long mooring platform, which faces the prevailing oceanic waves, is impractical if not impossible.) To make the docking structure less of a navigation and boating safety hazard, it was proposed that a USCG flashing white light would be installed at the end of the terminal platform. In its final configuration, the docking structure would preempt approximately 2,240 square feet of State-owned submerged land, plus approximately 200 square feet preempted by the proposed boat lift. In addition, it would preempt approximately 900 square feet of Mrs. Damico’s privately-owned submerged land. Mrs. Damico’s private property has approximately 352 linear feet of shoreline. Dr. Lin testified for Petitioner that the proposed docking structure would preempt a total of 3,760 square feet. This calculation included 520 square feet of preemption by the boat lift, but the proposed boat lift is for a smaller boat that would preempt only approximately 200 square feet. Intending to demonstrate that the proposed docking structure would wharf out to a consistent depth of -4 feet MLW, Mrs. Damico’s consultants submitted a bathymetric survey indicating a -4 MLW contour at the mooring platform. In fact, the line indicated on the survey is not a valid contour line, and the elevations in the vicinity do not provide reasonable assurance that the mooring area of the docking structure in its final configuration is in water with a consistent depth of -4 feet MLW, or that there is water of that depth consistently between the mooring area and the nearest navigable channel. The evidence does, however, provide reasonable assurance that the proposed mooring platform is in water with a consistent depth of at least -3 feet MLW, and that there is water of that depth consistently between the mooring area and the nearest navigable channel, which would avoid damage to seagrass bed and other biological communities. The evidence was not clear whether there is another possible configuration available to Petitioner to wharf out to a mooring area with a consistent depth of at least -3 feet MLW, not over seagrasses, and with water of that depth consistently between the mooring area and the nearest navigable channel, that would not require as long an access pier, or preempt as many square feet of State-owned submerged land. A noticed general permit (NGP) can be used for a dock of 2,000 square feet or less, in water with a minimum depth of -2 feet MLW, and meeting certain other requirements. See Fla. Admin. Code R. 62-341.215 and 62-341.427. The evidence was not clear whether an NGP can be used in an OFW in Monroe County in water less than -3 feet FLW, according to DEP’s interpretation of its rules. Cf. Fla. Admin. Code Ch. 62-312.400, Part IV. Initially, mitigation for impacts to natural resources was proposed. However, DEP’s staff determined that no mitigation was required because there would not be any adverse effects from the docking structure, as finally proposed. For the same reason, DEP staff determined that there would be no significant cumulative adverse impacts and that no further analysis of cumulative impacts was necessary. Actually, there will be adverse impacts to natural resources. The biologist for Mrs. Damico determined that there are some seagrasses and numerous stony corals in the footprint of the access pier, in addition to other resources less susceptible to impacts (such as macro-algae and loggerhead sponges). These organisms will be disturbed or destroyed by the installation of the access pier. The biologist quantified the impacts to round starlet corals by assuming the placement of two supporting piles, four feet apart, every ten feet for the length of the pier, and assuming impacts to the stony corals in a quadrat centered on each pile location and three times the diameter of the pile. Using this method, it was estimated that approximately 1,505 square centimeters of the stony corals would be destroyed by the installation of the docking structure. The impacts assessed by Mrs. Damico’s biologist and DEP assume that construction would “step out” from shore and, as construction proceeds, from already-built segments of the pier, until water depths allow for the use of a construction barge without unintended damage to the natural resources in the area. This construction method is not required by the proposed SLERP. It would have to be added as a permit condition. Petitioner did not prove that the impacts to a few seagrasses and approximately 1,505 square centimeters of the stony corals would damage the viability of those biological communities in the vicinity of the proposed docking structure. Direct and indirect impacts to other species from the installation and maintenance of the docking structure would not be expected. Impacts to listed species, including manatees and sawfish, would not be anticipated. Manatees sometimes are seen in the vicinity but do not rely on the area for foraging or breeding. Sawfish are more likely to frequent the bay waters than the ocean. Migratory tarpon and bonefish use the area and might swim out around the docking structure to avoid passing under it. Resident tarpon and some other fish species might congregate under the docking structure. The proposed docking structure does not block or cross any marked navigation channel and is in a shallow area near the shore where boats are supposed to be operated at reduced speeds. Nonetheless, the proposed structure poses more than a casual navigation hazard, especially due to its length, which is significantly greater than any docking structure in the vicinity. In conducting its staff analysis of the impacts on navigation and boating safety, DEP understood that the closest marked navigation channel is at least two miles away from the proposed docking structure. Actually, there also is a marked channel at the Tavernier Creek, which is less than half a mile north of the site. It is not uncommon for boaters to leave the marked Tavernier Creek channel to motor south in the shallow water closer to shore; they also sometimes cut across the shallow waters near the site to enter the Tavernier Creek channel when heading north. There also are other unmarked or unofficially-marked channels even closer to the proposed docking structure. In good weather and sea conditions, the proposed docking structure would be obvious and easy to avoid. In worse conditions, especially at night, it could be a serious hazard. To reduce the navigational hazard posed by the dock, reflective navigation indicators are proposed to be placed every 30 feet along both sides of the access pier, and the USCG flashing white light is proposed for the end of terminal platform. These measures would help make the proposed docking structure safer but would not eliminate the risks entirely. The light helps when it functions properly, it can increase the risk if boaters come to rely on it, and it goes out. Both the light and reflective indicators are less effective in fog and bad weather and seas. The risk increases with boats operated by unskilled and especially intoxicated boaters. It is common for numerous boaters to congregate on weekends and holidays at Holiday Isle, which is south of the proposed docking structure. Alcoholic beverages are consumed there. Some of these boaters operate their boats in the vicinity of the proposed docking structure, including “cutting the corner” to the Tavernier Creek pass channel, instead of running in deeper water to enter the pass at the ocean end of the navigation channel. This increases the risk of collision, especially at night or in bad weather and sea conditions. DEP sought comments from various state and federal agencies with jurisdiction over fisheries and wildlife. None of these agencies expressed any objection to the proposed docking structure. No representative from any of those agencies testified or presented evidence at the hearing. Area fishing guides and sports fishermen fish for bonefish and tarpon in the flats in the vicinity of the proposed docking structure. If built, the proposed docking structure would spoil this kind of fishing, especially bonefishing, or at least make it more difficult. The more similar docking structures installed in the area, the greater the difficulties in continuing to use the area for this kind of fishing. On the other hand, resident tarpon and some other fish species could be attracted by such docking structures. Mrs. Damico’s application initially offered a money donation to the Florida Keys Environmental Restoration Trust Fund if mitigation was required. The proposed permit includes a requirement to donate $5,000 to the Florida Keys National Marine Sanctuary (FKNMS), before construction begins, for the maintenance of mooring buoys to reduce recreational boater impacts at the coral reef areas. The reefs are miles from the site of the proposed docking structure, and the donation does not offset project impacts. Rather, as stated in the proposed permit, its purpose is to “satisfy public interest requirements.” As a federal agency, the FKNMS does not accept donations directly. Donations would have to be made to the Sanctuary Friends of the Florida Keys (SFFK) for use by the FKNMS for buoy maintenance. A condition would have to be added to the ERP to ensure that the donation would be used for the intended purpose. In a bid to defeat Mrs. Damico’s attempt to satisfy public interest requirements, Petitioner offered to donate $10,000 to SFFK for the buoy maintenance if DEP denied the permit. Petitioner’s offer should not affect the evaluation of the proposed docking structure under the public interest criteria. DEP staff evaluated the proposed ERP under the public interest criteria to be essentially neutral and determined that the $5,000 donation would make it clearly in the public interest. This analysis was flawed. With or without the $5,000 donation, the proposed docking structure would have an adverse effect on the public health, safety, and welfare; an adverse effect on navigation; an adverse effect on fishing or recreational values in the vicinity; and an adverse effect on the current condition and relative value of functions being performed by areas affected by the proposed activity. It would not have any positive public interest effects. Its effects would be permanent.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that DEP enter a final order denying a permit for the proposed docking structure; if granted, there should be a condition requiring construction to “reach out” from shore and, as construction proceeds, from already-built segments of the pier, until water depths allow for the use of a construction barge without unintended damage to the natural resources in the area. DONE AND ENTERED this 14th day of October, 2011, in Tallahassee, Leon County, Florida. S J. LAWRENCE JOHNSTON Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 14th day of October, 2011. COPIES FURNISHED: Patricia M. Silver, Esquire Silver Law Group Post Office Box 710 Islamorada, Florida 33036-0710 Brittany Elizabeth Nugent, Esquire Vernis and Bowling of the Florida Keys, P.A. at Islamorada Professional Center 81990 Overseas Highway, Third Floor Islamorada, Florida 33036-3614 Ronald Woodrow Hoenstine, III, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 35 Tallahassee, Florida 32399-3000 Herschel T. Vinyard, Jr., Secretary Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 35 Tallahassee, Florida 32399-3000 Tom Beason, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 35 Tallahassee, Florida 32399-3000 Lea Crandall, Agency Clerk Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 35 Tallahassee, Florida 32399-3000
The Issue The issue is whether ADR of Pensacola should be issued a wetland resource permit and sovereign submerged lands authorization allowing the construction of a 30-slip docking facility on Big Lagoon, Escambia County, Florida.
Findings Of Fact Based upon all of the evidence, the following findings of fact are determined: Background In this environmental permitting dispute, Petitioner, Michael L. Guttmann, who lives less than one mile from the project site, has challenged the proposed issuance by Respondent, Department of Environmental Protection (Department), of a Wetland Resource Permit (permit) and Sovereign Submerged Lands Authorization (authorization) which would allow Respondent, ADR of Pensacola (applicant), to construct a 30-slip docking facility on Big Lagoon, Escambia County, Florida. The facility will be part of a condominium project to be constructed on the upland portion of the property. As grounds for contesting the permit, Petitioner contended that the Department failed to consider "the long term health of Big Lagoon," navigational hazards created by the project, or public safety; failed to impose an adequate "monitoring program"; did not provide for a "contingency plan for hurricane activity"; failed to consider that the activity will degrade a nearby Outstanding Florida Water [OFW]; and failed to take into account "existing unused marina slips close by." The petition further alleged that the foregoing concerns constituted violations of Section 373.414, Florida Statutes (2000), and Rules 62-4.242, 62-302.300, 62-302.700, and 62- 312.080, Florida Administrative Code. The cited statute identifies "additional criteria" for issuing a permit while the first three rules pertain to OFWs. The last rule contains general standards for the issuance or denial of a permit. Petitioner raised no issues concerning the issuance of the authorization in his initial pleading. Until April 2000, the upland property was owned by the applicant. It was then sold to Harbour Pointe of Pensacola, Inc., which has subsequently entered into an agreement with the applicant allowing the applicant to construct the dock, operate the permit, and purchase a condominium unit. If the application is approved, applicant intends to construct a 442 feet x 4 feet access pier with seventeen 30 feet x 1.5 feet finger piers, thirteen 40 feet x 1.5 feet finger piers, and a 74 feet x 1.5 feet terminal platform, to form a 30-slip docking facility at 10901 Gulf Beach Highway on Big Lagoon, a Class III water in Escambia County, Florida. Approval to use the submerged lands is found in the authorization. The dock will be located in a "fairly pristine area" in Big Lagoon a few miles southwest of Pensacola, Florida. That body of water is six miles in length and is separated from the Gulf of Mexico by a slender coastal barrier island known as Perdido Key, which lies approximately one statute mile south of the project. Continuing west along the shoreline next to the project site are a string of single-family homes with small dock facilities, most of which are less than 1,000 square feet in size and thus exempt from Department permitting requirements. To the east of the undeveloped property are more undeveloped lots and a private yacht club with extensive docking facilities. The facility being challenged here will not be a public marina; rather, it will serve the residents of a proposed upland condominium (consisting of two buildings) to be constructed at the same location. The project is more commonly referred to as the Harbour Pointe Marina. It is fair to infer that Petitioner and adjoining property owners object not only to the dock, but also to the condominium project. The application and project When the application was originally filed with the Department in July 1995, it contained plans for a longer dock and more slips. Due to a reduction in the length of the pier and number of slips to conform to Department rules, other technical changes, and various requests by the Department for additional information, the draft permit was not issued by the Department until May 2000. The Department considers this a "major project" with "major [hydrographic and water quality] issues connected with it." In reviewing the application, the Department considered whether reasonable assurance had been given by the applicant that water quality standards would not be violated, and whether the additional criteria in Section 373.414(1)(a)1.-7., Florida Statutes (2000), had been satisfied. The Department concluded that water quality standards would not be degraded, and that the project, as designed and permitted, was not contrary to the public interest. In making the public interest determination, the Department typically assigns a plus, minus, or neutral score to each of the seven statutory factors. In this case, a neutral score was given to historical and archaeological resources [paragraph 373.414(1)(a)6.] since there were none, while the permanent nature of the project [paragraph 373.414(1)(a)5.] caused it to be rated "a little bit on the minus side"; all other factors were given a plus. Department witness Athnos then concluded that on balance the project "was a plus because it will not adversely affect any of these things." The access pier (dock) runs perpendicular from the shoreline and stretches out some 442 feet to where the water reaches a depth of seventeen feet, which is the deepest point in Big Lagoon. The unusual length of the dock is required so that the boat slips will begin past the seagrass colony (which lies closer to the shore), to prevent boat propeller blades from cutting the top of the seagrass, and to reduce the amount of sedimentation stirred up by the boat propellers. Aerial photographs confirm that when completed, the dock will probably be the largest in Big Lagoon, and much larger than the neighboring docks to the west. The use of boat slips will be limited to condominium owners. Only 19 slips will be constructed initially, since the applicant has secured approval at this time for only the first phase of the condominium project. When approval for the second phase is secured, the applicant intends to add an additional 11 slips. Water quality In his initial pleading, Petitioner made a general allegation that the Department failed to consider "the long term health of Big Lagoon"; there were no specific allegations regarding water quality standards. In his Proposed Recommended Order, however, he argues that the [a]pplicant failed to provide reasonable assurances that water quality standards would not be violated." Assuming arguendo that the issue has been properly raised, Petitioner has still failed to substantiate his allegation. That portion of Big Lagoon where the project will be located is a Class III water of the State. Studies on metals, greases, oils, and the like submitted by the applicant reflected that the "water quality [in that area] did not exceed the standards in Rule 62-302." To provide further reasonable assurance regarding water quality standards, the applicant has voluntarily agreed to use concrete piling and aluminum docks. Unlike wooden piling and docks, these types of materials do not leach toxic substances such as arsenic, copper, and acromiom into the water. In addition, special permit conditions require that sewage pumpout equipment be located at the site so that boats will not discharge raw sewage into the waters. Liveaboards are prohibited, and fueling will not be available at the facility. Finally, the cleaning of fish is not allowed, and boat owners cannot scrape their boat bottoms while docked at the facility. All of these conditions are designed to ensure that water quality standards will not be violated. Enforcement mechanisms for the above conditions are found in either the permit itself or Chapter 403, Florida Statutes. Also, one of the conditions in the draft permit expressly states that the applicant is not relieved of liability for harm or injury to humans, plants, or property caused by the construction of the dock. However, if a permit is issued, Condition 9 of the permit should be modified to require that trained personnel be available twenty-four hours per day, rather than just during standard business hours, to assist boaters with, and ensure that they use, the sewage pumpout equipment. Any permit issued should also require that boats be placed on lifts while using the docking facilities. This will prevent any leaching of paint from the boat bottoms into the waters. Otherwise, the paint would cause a degradation of the water. The more persuasive evidence supports a finding that, with the additional conditions, reasonable assurance has been given that the state water quality standards applicable to Class III waters will not be violated. Outstanding Florida Waters In his complaint, Petitioner has contended that "the proposed activity will degrade an [OFW] as a result of its close proximity to the Gulf Islands National Seashore," and that the"[D]epartment has made no analysis of this project['s] impact on the [OFW] which is adjacent to the proposed activity." The record discloses that the southern portion of Big Lagoon has been designated as an OFW. This area includes the waters around Gulf Islands National Seashore and Big Lagoon State Park; they begin approximately 650 to 700 feet south of the end of the dock. As noted earlier, the project is located within Class III waters. Because the Department found that no violation of state water quality standards in those waters would occur, it likewise concluded, properly in this case, that the project would have no impact on any OFW, even though such waters begin some 650 or 700 feet away. Under these circumstances, there would be no reason to assess the water quality in the OFWs or the projected impacts on those waters, as Petitioner suggests. In the absence of any credible evidence to the contrary, it is found that the project will not adversely impact an OFW. Hydrographic characteristics If a dock has more than ten boat slips, the Department routinely conducts a hydrographic (flushing) study to determine whether the structure will adversely affect the flow of the water in the area or cause erosion or shoaling on adjacent properties. In the summer of 1999, a Department engineer conducted a hydrographic study using a dye tracer and concluded that flushing characteristics were excellent and that there would be no adverse effects caused by the project. This conclusion has not been credibly contradicted. Therefore, it is found that the dock will not adversely affect the flow of water or cause harmful erosion or shoaling. Navigational issues In his initial pleading, Petitioner raised a contention that the project will create "navigational hazards" because the dock "extends nearly into a navigation channel which routinely carries commercial towboats transporting hazardous material, the spill of which would adversely affect Big Lagoon." He also alleges that the rupture of a vessel could impact public safety. Channel markers placed by the U.S. Army Corps of Engineers in the Intracoastal Waterway (of which Big Lagoon is a part) define a navigational channel for boats approximately 400- 500 feet south of the end of the proposed dock. That channel is used by both recreational and commercial traffic, including barges and other large watercraft which regularly haul oil, chemicals, and other products through the Intracoastal Waterway to and from Pensacola, Panama City, and St. Marks, Florida. The water in the marked channel is only thirteen feet deep. Because the U.S. Army Corps of Engineers has jurisdiction over the maintenance of the marked channel, the Department defers to that entity's judgment in determining whether a proposed structure will impede navigation in the marked channel. The proposed dock ends near the deepest part of the natural channel where the water reaches a depth of seventeen feet. Because of the deeper water to the north, which allows the boat captain to "get better steerage," the commercial boat traffic sometimes tends to follow the natural channel, rather than the marked channel formed by the navigational aids. When they do so, however, they are straying from the so-called "legal" channel. Petitioner's expert, a retired tugboat captain, opined that in a storm or squall, a commercial boat using the natural rather than the marked navigational channel might be blown extremely close to the dock or even strike it, thus causing a hazardous situation. He acknowledged, however, that he was not predicting more accidents because of the construction of the dock; he also admitted that the dock would not cause ships to "sudden[ly] have problems navigating that Big Lagoon." The location of the proposed dock was shown to the U.S. Army Corps of Engineers and the Florida Marine Patrol, and there were no adverse comments regarding this issue by either agency. In the absence of any negative comments by those agencies, and the acknowledgement by Petitioner's own witness that the dock will not cause accidents or create navigational problems for other boaters, the more persuasive evidence supports a finding that the project will not adversely affect navigation or public safety in Big Lagoon. Seagrass and monitoring Petitioner has alleged that Big Lagoon "is the healthiest body of water in Escambia County with a white sand bottom and abundant seagrass," and that the proposed project will adversely affect its "long term health." He also alleges that the Department has failed to provide a "remedy or punishment should the results [of the Department's monitoring plan] indicate that the seagrass has been harmed"; that the Department's monitoring plan is not "of sufficient duration to reasonably report the long-term effect of concentrated mooring and traffic" or "sufficiently specific to insure usable data"; and that the data relied upon by the Department [such as photographs] were not "sufficient" to determine the existing health of the seagrass. The evidence reflects that a "nice, healthy seagrass community" is found in the area where the dock will be constructed. It stretches out several hundred feet from the shoreline to where the water reaches a depth of around six feet. The Department considers seagrass to be a "most important resource" which should be protected. This is because seagrass is essential for "binding" the shoreline and stabilizing the sediments, and it serves as a nursery area for juvenile fish and shellfish. Indeed, due to these beneficial effects, far more species of shellfish are found in areas where seagrass thrives than in areas where no seagrass exists. To protect the seagrass, the dock has been extended out 442 feet from the shoreline so that the first boat slip begins at a depth of seven feet, or just past where the seagrass ends. This will prevent the scarring of the grass by boat propellers and reduce turbidity that is typically caused by propeller dredging and boat wakes. Thus, at least theoretically, no boat activity by condominium owners is contemplated in waters of less than seven feet. Because seagrass requires as much light as possible to survive, educational signs will be posted in the area to warn boaters that seagrass is found closer to the shoreline, and that mooring in that area is prohibited. There is, however, no enforcement mechanism to ensure that condominium owners or nonresidents comply with these warnings. Under the draft permit, the Department is allowed to access the premises at reasonable times for sampling or monitoring purposes. A special section of the draft permit includes a number of requirements pertaining to the monitoring of turbidity levels during dock construction while another section requires the applicant to take photographs of the existing seagrass beds at numerous locations before, during, and after construction of the dock. Condition 14 requires that the permittee maintain "records of monitoring information" for at least three years. The evidence supports a finding that if a permit is issued, a mapping of the seagrass should be made prior to construction of the dock and during the height of the growing season (September and October). When the photographing of the area is performed, the applicant should use a sampling protocol that is based on a scientifically determined method. Also, both affected and unaffected areas should be monitored to compare the effect of the additional boat traffic on the seagrass after the dock is constructed. All of these conditions should be incorporated into any issued permit. According to Dr. Heck, a marine biologist who specializes in the study of seagrass and testified as an expert on behalf of Petitioner, seagrass beds in Big Lagoon have been "shallowing up" or thinning out in recent years due to decreasing water clarity. In other words, as the water becomes cloudier from more and more boat activity, the sunlight cannot penetrate and the seagrass will not thrive. The seagrasses most susceptible to disappearing are those that are found at the deepest depth. Doctor Heck attributed the decline in seagrass to increased human activity in the area. This activity is related not only to the existing homeowners in the area, but also to the non-resident boaters (both recreational and commercial) who use the waters in that area. A Department study conducted in 1995 confirmed that the only seagrass area in North Florida "significantly affected" by propeller scarring was an area in Big Lagoon known as Scallop Cove, near Spanish Point. This study is consistent with those studies performed by Dr. Heck in the late 1990's, and one as recently as last year, that support a finding that seagrass in Big Lagoon is on the decline due to both propeller scarring and increased turbidity caused by wakes from larger recreational boats. For this reason, Dr. Heck concluded that the addition of thirty boats at the project site, some of which would be as large as 30 feet or so, would have a "negative effect" on the seagrass colony. This in turn will cause a negative effect on the marine productivity in the area, as well as the conservation of fish and their habitat. Doctor Heck's testimony on this issue is found to be the most persuasive. Other concerns Petitioner further contends that the Department failed to provide a "meaningful contingency plan for hurricane activity." This matter, however, is beyond the permitting jurisdiction of the Department. Petitioner has also contended that the Department failed to take into account "existing unused marina slips close by" which could be used by the condominium owners. Like the prior issue, this matter is not a consideration in the permitting scheme. Another issue raised by Petitioner, albeit untimely, was that the construction of this dock could lead to further development in Big Lagoon. There was, however, no evidentiary support for this contention. Indeed, there is no evidence that future permit applications with impacts similar to this application can reasonably be expected in the area. At hearing, Petitioner raised for the first time a contention that the applicant no longer owns the upland property and thus a permit/authorization cannot be issued to that entity. Aside from this issue being untimely, the fact that a permit holder does not own the upland property is not unusual. If this occurs, permits and authorizations (leases) are routinely transferred to the new owner once the Department receives the necessary title information. It is not a ground to defeat the application. Petitioner also raised for the first time at hearing a contention that the site plan approval for the condominium has expired under a provision of the Escambia County Land Development Code and therefore the permit should be denied. Again, the issue is untimely; more importantly, it should be addressed in another forum since the Department has no jurisdiction over this issue. Likewise, a legitimate concern by an adjoining property owner, witness Hobgood, and an area realtor, that Hobgood's single-family property would probably decline in value if the project is built is nonetheless beyond the Department's jurisdiction. Finally, a contention that the Department improperly calculated the maximum number of boat slips for an 88-unit condominium project has been rejected. The record contains a lengthy explanation by witness Athnos which shows that the Department's calculation under Rule 18-21.004(4)1., Florida Administrative Code, was correct. Those calculations are also detailed in Respondents' Exhibit 14.
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 of ADR of Pensacola for a wetland resource permit and sovereign submerged lands authorization. DONE AND ENTERED this 28th day of February, 2001, in Tallahassee, Leon County, Florida. DONALD R. ALEXANDER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (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 28th day of February, 2001. COPIES FURNISHED: Kathy C. Carter, Agency Clerk Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Michael L. Guttmann, Esquire 314 South Baylen Street, Suite 201 Pensacola, Florida 32501-5949 Charles T. Collette, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 David A. Sapp, Esquire 1017 North 12th Avenue Pensacola, Florida 32501-3306 Teri L. Donaldson, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000
The Issue The issues to be resolved in this proceeding are whether the Department should issue a permit to Casetta, and whether the Department should issue a permit to Harbor Point. The two application proceedings were consolidated for hearing purposes. In many respects, common factual and legal issues relate to the two proceedings. For that reason, in the interest of economy of time and space, a single recommended order is being issued with respect to the two proceedings.
Findings Of Fact History of Proceedings In 1974, a prior owner of the property now owned by Casetta filed an application with the Department to entirely fill the pond which is the subject of this proceeding. A final order denying the application was entered by the Department on August 31, 1977. A second application to fill the entire pond was filed with the Department by Casetta's predecessor in 1979. During the pendency of that proceeding, Casetta purchased the property and by stipulation was permitted to be substituted as the Petitioner. The Department gave notice of its intent to deny the second application in February, 1981. Casetta challenged the Department's assertion that it had jurisdiction under the provisions of Chapter 253, Florida Statutes. The matter was forwarded to the Division of Administrative Hearings and given Case No. 81-1082. The matter before the Division has been closed, but it remains as a pending proceeding before the Department. It is being held in abeyance pending the resolution of Casetta's present application. The application involved in this proceeding was submitted to the Department during December, 1981. The City of Riviera Beach, Florida, granted local approval for this application; and on May 18, 1982, the Department issued a Notice of Intent to issue the permit. The Department published a notice of its proposed action in the Commercial Record, a Palm Beach County newspaper. The Florida Wildlife Federation and the Property Owners' Association of Singer Island together filed a request for formal hearing with the Department. The Singer Island Civic Association filed a separate request. Counsel for the Wildlife Federation and the Property Owners' Association withdrew during the course of the proceeding. It was indicated that these parties would voluntarily dismiss the requests for hearing, but no such papers were filed. No one appeared on behalf of the Florida Wildlife Federation or the Property Owners' Association of Singer Island during prehearing conferences that were conducted in this matter or at the final hearing. The Executive Director of the Florida Wildlife Federation testified as a public witness at the hearing and indicated that they were not participating in the proceeding as a party. During the pendency of proceedings respecting the Casetta application before the Division of Administrative Hearings, Harbor Point filed an application with the Department to install a culvert which would connect the pond that is the subject of the Casetta application with a pond located on property owned by Harbor Point through a culvert system. Harbor Point sought to have its application considered by the Department as an alternative to the Casetta application. On or about August 2, 1982, the Department issued a Notice of Intent to deny the Harbor Point application Harbor Point thereafter petitioned for a formal hearing. On or about June 4, 1982, the United States Corps of Engineers issued a permit to Harbor Point to construct its proposed culvert system. Description of Property in the Area of Proposed Projects. Casetta is the owner of approximately five acres of land that lie between the Atlantic Ocean and Lake Worth on Singer Island in Palm Beach County, Florida. The property includes a rectangular pond that is approximately three acres in area. This pond will hereafter be referred to as the "Casetta pond." Submerged lands in the Casetta pond were conveyed into private ownership by the Trustees of the Internal Improvement Trust Fund, State of Florida, in 1924. Harbor Point owns land adjacent to Casetta's property to the north. Harbor Point's property includes a pond which is configured in the approximate shape of an hourglass and is approximately one acre in area. A condominium apartment building has been constructed on Harbor Point's property. Harbor Point members own residential units in this facility. The area presently owned by Casetta and Harbor Point was, in its natural condition, a part of the littoral zone, a shallow, submerged area, on the eastern edge of the lake. Lake Worth is an estuarine water body located between the mainland and Singer Island. The littoral zone of such a lake is of fundamental ecological importance. It serves as a habitat for a wide variety of wildlife and serves to maintain water quality in the lake through uptake of nutrients by vegetation that thrives in the area. The natural condition of the area was markedly changed by the construction of State Road A-1-A. The highway separated the area, including what is now the Casetta and Harbor Point properties, to a large extent from the waters of Lake Worth. A culvert was constructed under the highway in the area of what is now the Harbor Point property. This culvert allowed tidal waters from Lake Worth to enter the area, and the area thus remained in a diminished fashion as a littoral zone of Lake Worth. Sometime between 1953 and 1964, landowners in the area constructed dikes which appear to have served as driveways along their northern and southern boundaries. Fill was placed on the Harbor Point property so that a pond was created in its present approximate configuration. The Harbor Point condominium facilities are presently in part set on the filled land. The Harbor Point pond remained connected with the waters of Lake Worth through the culvert system. The Harbor Point pond thus remains subject to tidal influences from Lake Worth. It is an estuarine system which serves as a part of the littoral zone of Lake Worth. The driveway to the condominium, however, completely Separated the Casetta pond from direct interaction with the waters of Lake Worthy. The Casetta pond is presently in an approximately rectangular configuration. Probably as a result of groundwater interaction, it is affected in a minimal manner by tidal influences in Lake Worth. The Casetta pond receives water from runoff and from groundwater interaction. It has become a freshwater body. While the Casetta pond is no longer a direct part of the Lake Worth estuarine system, and while it is by no means in its natural condition, it remains a wetland ecosystem. The pond is surrounded by mangrove communities. There is considerable biologic activity. Many bird species roost in the mangroves and feed in the pond. The mangroves provide shelter for aquatic organisms which are a food source for the birds. The pond does not support a wide diversity of marine plants or animals. A single species of minnow, mosquito fish, exists in substantial quantities These serve as a food source for birds including ducks, herons, egrets, and kingfishers It appears that the Casetta pond has been used in the past as a borrow pit to obtain fill for adjoining properties trenches, which are as much as six feet in depth, have been dug along the northern, southern, and eastern perimeters and across the pond. Because it is cut off from Lake Worth, and because of the ditches that have been cut through it, the Casetta pond is in a very deteriorated condition. While healthy mangroves surround the pond, they are, except to the west, extremely narrow populations due to the sharp banks that have been caused by dredging activity. The mangroves have no room to expand their population and are stressed due to invasion of upland vegetation such as Brazilian pepper. Widgeon grass exists in the lake bottom. Algae, however, has become the dominant vegetation in the pond. From 80 to 90 percent of the pond's bottom is covered by a mat of algae that ranges up to five and one-half inches in thickness. The algae population is increasing rapidly. Widgeon grass populations are being choked off by the algae. Dissolved oxygen levels in the Casetta pond are consistently low, below standards set in the rules of the Department. The oxygen demand of the algae community has depleted dissolved oxygen levels. While the Casetta pond functions as a wetland community, its values are severely reduced, and it appears that water quality in the pond is likely to continue to deteriorate. While by no means in a natural condition, the Harbor Point pond continues to function as a viable part of Lake Worth. This is a result of the pond being connected to the lake through the culvert system. The edges of the pond are populated by mangrove and cord grass communities. Marine species such as mullet are easily observable. Wading birds roost in surrounding vegetation and feed in the pond. The Harbor Point pond is basically a shallow, tidal water body. Water quality in the Harbor Point pond basically mirrors water quality in areas of Lake Worth to the west of Highway A-1-A. The Harbor Point pond has an eastern and western lobe connected by a narrower area, forming an approximate hourglass configuration. The eastern lobe is farthest from the connection to Lake Worth. Water quality in the eastern lobe is generally poorer than water quality in the western lobe and in Lake Worth. The deepest portion of the Harbor Point pond is in the eastern lobe. Wind action cannot serve to fully flush the waters of this area because of its relative isolation from the western lobe. Runoff from the Harbor Point condominium to the east of the pond and from a fire station parking lot to the west enters directly into the Harbor Point pond. It is filtered only by the action of grasses over which it flows. There is no ex-filtration drainage system. The culvert which connects the Harbor Point pond with Lake Worth runs from the western lobe of the pond under Highway A-1-A into Lake Worth. Lake Worth is a Class III water body under the Department's rules. The Parties' Proposals 1. The Casetta Application Casetta is proposing to construct a high-rise condominium on the eastern portion of its property. There is insufficient land on the property as it is presently configured to accommodate needed parking spaces. Casetta proposes to fill in 1.8 acres, or approximately 60 percent of the Casetta pond in order to construct parking facilities. Casetta has proposed to construct a culvert system that would connect the remaining portion of the pond with Lake Worth. The remaining portion of the pond would be regraded and configured. The northern and western boundaries would remain basically in their present configuration The remainder of the pond would be completely modified. A meandering shoreline would be created for an "L"- shaped pond. The bottom would be recontoured so that broader, shallow areas along the shoreline would be created. With the culvert system installed, the reconfigured pond would receive tidal waters from Lake Worth. The pond would effectively become, as the entire area once was, a portion of the littoral zone of Lake Worth. With the meandering shoreline and a gradually sloping bottom, the reconfigured pond would have as much area for littoral zone vegetation to establish itself as the present pond. Casetta proposes to commence construction activities by filling in a portion of the pond and regrading the remainder. The pond would be drained so that the algae that presently exists in large quantities would die and be removed. Clear fill material would be used to grade the pond. An exfiltration system would be created so that runoff that would reach the pond from upland areas would be filtered before it could enter the pond, thus reducing the impact of pollutants from upland runoff. The proposed culvert system would be in three sections. There would be a 35-foot section leading from the pond and slanting gradually downward to a point approximately eight to nine feet under Highway A- 1-A. The second section would be 110 feet long, lying vertically under Highway A-1-A. The third section would be 95 feet long, gradually rising from the second section to the bottom of Lake Worth. The bottoms of the open ends of the culvert in the Casetta pond and in Lake Worth would be at the ordinary low-tide marks. The top would be below the ordinary high-tide marks. Thus, the culvert openings would be exposed at low tide and submerged at high tide. The portion of the culvert under A-1-A would be filled with water at all times. It is necessary to place the culvert at least eight feet under Highway A-1-A in order to avoid utility pipes and cables that lie under the highway. The portion of the pipe under A-1-A would be installed through a boring technique known as "jack and bore." This technique would obviate any need for the closing of traffic on Highway A-1-A. The portion of the culvert in the Casetta pond and in Lake Worth would be installed by digging trenches, laying the pipe, then filling the trenches. Two openings would be made in the pipe at either end of the deep sections. These would be "manhole-type openings that would allow for periodic maintenance. Installation of the portion of the pipe in Lake Worth would be accomplished by building a work platform into the lake from material that is dredged from the trench. Once the pipe is laid, the material from the work platform would be placed back on top of the culvert, and any extra material would be removed from the site. Turbidity screens would be used to surround the project to reduce the short-term impacts of turbidity caused by construction. Once the pond is reconfigured and the culvert is installed, tidal flows would be introduced to the reconfigured pond on a gradual basis in order to observe any problems that might result. Shoreline grasses such as cord grass would be introduced in the shallow areas, and mangroves removed during filling operations would be replanted along the shoreline. This would serve to stabilize the shoreline and to provide the beneficial effects of littoral zone vegetation, including wildlife habitat and water quality benefits. The reconfigured Casetta pond would be approximately 33,000 square feet in area. If the culvert system functions as proposed, the reconfigured pond would become a part of Lake Worth. There are environmental and ecological advantages and disadvantages to the proposal. The disadvantages are rather obvious. One and eight-tenths acres of wetland habitat would be eliminated. While the present Casetta pond is only a marginally valuable wetland, it is not without its beneficent effects as have been described above. Furthermore, during construction, the habitat values of the Casetta pond would be lost, and short-term deleterious water quality impacts would occur in Lake Worth. There are trade-offs. The proposed filling, regrading, and connecting of the ponds to Lake Worth could have substantial positive impacts. The most apparent of these is that Lake Worth would regain 33,000 square feet of littoral zone. Construction activities have removed as much as 75 percent of the Shoreline vegetation that once Surrounded Lake Worth. The littoral zone has been replaced with developments that in ecological terms have negative impacts. Reconnecting the ponds to Lake Worth would be a slight reversal of that trend. Habitat for marine species would be increased, and the "kidney effect" that shoreline vegetation provides would be reestablished. Except during construction, Casetta's proposal would have no adverse water quality impacts upon surrounding waters. Adverse impacts during construction would be minimized by protective techniques that Casetta has proposed, including the use of turbidity screens. Long-term water quality impacts of the proposed project would be positive. Water in the present Casetta pond is of poor quality. The pond does not presently serve any water quality function for Lake Worth, since it is not connected to Lake Worth. Connecting the reconfigured pond to Lake Worth would allow waters from the lake to be purified through nutrient uptake by littoral zone vegetation. In habitat terms, the filling would reduce the total area of wetland habitat. The quality of the habitat would, however, be vastly improved. Rather than an unnatural, stagnant pond which provides habitat for only a few varieties of very common freshwater minnows, a marine habitat would be provided for all manner of creatures that survive in the littoral zone of estuarine water bodies. Bird habitats would not be reduced, since the shoreline of the lake would not be lessened. Thus, while the Casetta proposal would reduce the total size of wetland habitat, it would vastly improve it and would not have a detrimental effect that would be contrary to the public interest. In order for the reconfigured Casetta pond to offer an improved wetland habitat and a positive water quality impact for Lake Worth, it is essential that the proposed culvert system functions so as to allow an unimpeded interchange of water between the reconfigured pond and Lake Worth. If the culvert system does not operate, the result of the proposed project would be merely to lessen wetland habitat. Rather than a three-acre unnatural wetland habitat, there would be a 1.2-acre unnatural wetland habitat. Such an adverse impact upon wildlife habitat would be clearly contrary to the public interest. Furthermore, limited exchange of water between a eutrophic pond and Lake Worth could have an adverse impact upon water quality in Lake Worth so as to result in violations of the Department's water quality standards along the border of Lake Worth. The evidence does not establish that the proposed culvert system will properly function. Casetta had proposed a 36-inch culvert. Robert Snyder, a consulting engineer, was retained to determine the flushing characteristics of the culvert. Snyder calculated that maximum velocities associated with mean or average tides through the culvert system would be 1.89 cubic feet per second. Snyder calculated that this exchange rate would be sufficient to flush sediment and debris that would collect in the culvert. Thus, the culvert would be self- cleaning with only limited maintenance required to keep it open. In calculating the exchange rate, Snyder utilized the wrong formula. He overestimated the exchange rate by a factor of two. If the rate estimated by Snyder is reduced by a factor of two, it is apparent, that the exchange rate would not be sufficient to flush the culvert. Sediment and debris would collect in the pond, and rather regular maintenance would be required. Mechanical means can be utilized to clean a clogged culvert. A culvert of the length and configuration proposed by Casetta is difficult to clean through mechanical processes, however, and the processes themselves increase turbidity in the area. The evidence does not establish that regular maintenance would be sufficient to keep the culvert free of sediment and debris so that there would be a free exchange of water between Lake Worth and the reconfigured pond. When engineer Snyder was made aware of his miscalculations, he proposed reducing the size of the culvert to 24 inches. He testified that this would adequately increase the exchange rate so that the culvert would be selfmaintaining. Snyder's testimony in this regard has not been deemed credible. Given the witness's use of an erroneous formula in calculating exchange rates and another error that he admitted making in calculating scour potential, the witness cannot be considered competent to give expert testimony in these areas. If the culvert system proposed by Casetta allowed for the free exchange of waters between Lake Worth and the reconfigured Casetta pond, the water quality and habitat impacts of the proposed Casetta project would be, on balance, positive. The evidence does not, however, establish that the culvert system would function. It appears likely that the culvert system as proposed would be frequently clogged with sediment and debris, thus preventing the exchange of waters between the reconfigured pond and Lake Worth. The result of the proposed project would therefore be a reduction of wildlife habitat with potentially adverse water quality impacts upon the waters of Lake Worth. 2. The Harbor Point Proposal Harbor Point has proposed to install a culvert system that would connect the Casetta pond in its present configuration with the Harbor Point pond. Since the Harbor Point pond is connected through a culvert system with Lake Worth, the Harbor Point proposal would result in opening the Casetta pond to tidal influences from Lake Worth. Harbor Point has presented no evidence as to construction techniques that would be utilized and has provided no assurance that the construction itself would not result in water quality violations in the Harbor Point pond and in Lake Worth. Opening the Casetta pond in its present configuration to tidal influences would have the positive impact of allowing an exchange of water from the Casetta pond. Water quality in the Casetta pond would inevitably be improved. Given the configuration of the bottom of the Casetta pond, with its deep troughs, a complete exchange of waters would not occur, and water quality in the Casetta pond would be likely to remain poor, albeit improved. The Harbor Point proposal would have short-term and long-term negative impacts upon water quality in the Harbor Point pond and in Lake Worth. Simply opening the Harbor Point pond and Lake Worth to exchange of poor-quality water with the Casetta pond would have a negative impact. As water quality in the Casetta pond improves, this impact will be lessened, but will remain. Furthermore, the proposed culvert would result in poorer flushing of the waters from the eastern extremity of the Harbor Point pond. This would occur as a result of increased water velocities in the western extremity. Water quality in the eastern extremity of the Harbor Point pond is already stressed, and reducing the flushing characteristics of the pond would be likely to result in violations of the Department's water quality standards in the eastern portion of the Harbor Point pond. While the Harbor Point proposal would have the ecologically positive impact of opening the Casetta pond to tidal flows, it would have the negative impacts of reducing water quality in the Harbor Point pond and potentially along the shoreline of Lake Worth. Water quality in the Casetta pond would thus be improved at the expense of water quality in the Harbor Point pond and in Lake Worth. Riparian Rights Harbor Point owns a narrow fringe of the northern border of the Casetta pond. The precise amount of the Casetta pond that is owned by Harbor Point cannot be determined from the evidence, but it is clear that Harbor Point owns some portion of the Casetta pond which may be at one point as much as six feet of the northern portion of the pond. The Casetta pond offers minimal amenity to Harbor Point. The pond is unsuitable for boating, bathing, swimming, or any commercial enterprise. The pond is largely blocked from view by Harbor Point residents by abundant mangrove and upland vegetation. Reconfiguration of the pond as proposed by Casetta would not change the northern boundary of the pond, and it would remain largely blocked from view by Harbor Point residents. To the extent that the Casetta pond provides a view for Harbor Point residents, it is only minimally attractive given the configuration of the pond and given the fact that a high-rise condominium has been constructed on property to the south of the pond. There is no evidence in the record from which it could be concluded that the value of Harbor Point property would be in any way reduced as a result of the projects proposed by Casetta.
Findings Of Fact Ocean Reef Club, Inc., is the developer of certain lands located on the northern end of Key Largo, Monroe County, Florida. The development began as a fishing village in the 1940's and now includes private residences, a marina, and residential docking facilities. Ocean Reef applied in 1982 to DER for a permit to construct a residential docking facility known as Fisherman's Wharf. The facility was to provide a number of parallel docking spaces with an access channel following an existing tidal creek to the northeast connecting to a waterway known as the Harbor House Basin. The permit was issued on October 5, 1984, authorizing construction of a 4-foot wide parallel dock approximately 600-feet long, the dredging of a turning basin through the excavation of approximately 1800 cubic yards of material and the dredging of some 200 cubic yards from an existing tidal creek along a 480 lineal foot length of the creek to a width of 5-feet; all located in No Name Creek, a tidal creek connecting Harbor House Marina to Pumpkin Creek, in Card Sound, Key Largo, Monroe County, Section 11, Township 59 South, Range 41 East. That permit was extended by a letter dated June 10, 1987, and now carries an expiration date of October 5, 1989. The existing permit held by Ocean Reef Club, valid until 1989, would allow the direct dredging of a tidal creek vegetated by seagrasses over a 400- foot length yielding a direct dredging of seagrasses of some 3000 square feet. During the two-year processing time leading to issuance of the permit, Ocean Reef sold a portion of the property comprising the access channel to third parties who now will not grant their permission authorizing channel construction across their property. As a result, in 1987, Petitioner requested a major modification to permit no. 440601649. Although Petitioner attempted to show that its change of plans had been inconsistently processed by DER as a new permit application when DER was obligated to treat it as a modification of a prior permit which would require no new application, processing, or permit, Petitioner was unable to do so. Petitioner's expert professional land surveyor, Joseph Steinocher,, concurred with DER witnesses Kelly Jo Custer and David Bishof that the Ocean Reef plan changes were so significantly altered as to constitute a wholly new project. Steinocher specifically indicated it was a "significant change in that there is no relationship between the two," and Custer, DER's marina permitting specialist, testified that DER's consistently applied policy is to require all such significant permit modifications to be processed de novo as wholly new permit applications because to do otherwise would not be in the public interest. Custer was also qualified as an expert in marine biology and water quality, and from Custer's viewpoint, the changed plans constitute a new and different project for many reasons but primarily because the project impacts on water which have been designated Outstanding Florida Waters (OFW) during the intervening years. The project revision/new permit application plans changed the configuration of the turning basin, providing for a kidney-shaped upland basin with the utilization of an additional portion of No Name Creek, extending Southeasterly toward the entrance of a water body known as Fisherman's Cove. Because the project initially proposed disturbance of wetlands and dredging of mangroves, a mitigation area of some 10,300 square feet was included in the plan. The original proposal called for the straightening of an oxbow in the existing tidal creek and the placement of fill through approximately one-half the reach of the tidal creek to gain access to the dredge area with the fill to be removed after construction. During the processing of the latest permit application, adverse comments were received from DER staff members, and the Petitioner modified the application to eliminate the straightening of the oxbow. The pending proposal involves the construction of 24 boat slips along a floating dock, the installation of boulder rip-rap, and the placement of culverts to allow access to a central island to remain after construction of the docking facility. As a result of prior permit agreements between the parties, Ocean Reef Club had conveyed approximately 730 acres to the State of Florida Board of Trustees of the Internal Improvement Fund by special warranty deed dated March 17, 1982. Petitioner asserted but failed to prove up that all construction involved in the pending proposal is landward of those lands either conveyed by that special warranty deed or otherwise in the control of the State of Florida and in fact would be wholly upon its own property. Even had the private property encapsulation of the construction been established, Petitioner's registered land surveyor admitted that the tidal creek entrance is within the limits of the deed to the State of Florida. Access for the proposed 24-slip facility will be through the existing tidal creek that has water depths ranging from minus 2.2 feet to in excess of minus 8 feet at low tide. The earlier proposal would have required only a small portion of the natural creek to be used by motor boats. The project contemplated in 1984 and the one which is the subject of the present litigation are not comparable either biologically nor legally. It is noted that one condition of the 1984 permit even required navigational barriers to be placed at the mouth of No Name Creek. Accordingly, it is specifically found that the significant plan changes render the pending Ocean Reef permit application truly a new project rather than a minor modification as contemplated by Chapter 17-12 F.A.C. Petitioner also attempted to demonstrate that DER's denial of the new permit application was inconsistent with its issuance of permits for similar marina projects in other locations. Neither these allegedly similar applications, supporting plans therefor, nor permits were offered in evidence for comparison. Moreover, for one reason or another, some of the named projects differed so much from the subject application that one witness, Kenneth L. Eckternacht, expert in hydrographic engineering, physical oceanography, and navigation, characterized the comparison as "apples to monkies." Some projects could only be compared to the applicant's proposal by one similar component, i.e. elimination of, and mitigation with regard to, mangroves. For this reason, Dr. Snedeker's limited testimony in this regard is discounted. Some projects could not be conclusively identified as within OFW. None involved the use of the type of creek system involved in the instant project. Ocean Reef Club also could not show that the current permit denial is inconsistent with the granting of the permit for the project as previously conceived in 1984, and which project cannot now be constructed due to Ocean Reef's sale of certain land to uncooperative third parties. As set forth in the foregoing findings of fact, the two projects are neither biologically nor legally identical or even clearly comparable. Petitioner's assertion that it has proposed special or enhanced mitigation because the existing permit, still valid until 1989 but now impossible to comply with, allows direct dredging of approximately 3,000 square feet while the present permit application, as modified, would not require dredging this 3,000 feet, is rejected. Under the new project plans, the proposed basin will be located immediately adjacent to the existing tidal creek which would provide the navigational access to and from the basin. The connection will be created between the basin and the creek by excavating only 100-150 square feet of mangroves which lie between the creek and the area of the proposed basin. In making the immediately foregoing finding of fact, the testimony of witnesses has been reconciled without imputing any lack of credibility to any of them. Respondent's expert, Kelly Jo Custer, expert in marine biology and water quality and also their agency marina specialist, testified that the cross-hatching on the project plans, if read to scale, confirms the testimony of Petitioner's witnesses that the square footage of mangroves to be removed is 100-150 square feet and that the cross-hatching must take precedence over the raw number copied onto the plans. The wetlands in and around the project site, including No Name Creek, are within an OFW, specifically the Florida Keys Special Waters. The project site is located in North Key Largo, approximately one-half mile north of John Pennekamp State Park within the Atlantic Ocean and adjacent to the Biscayne Bay/Card Sound Aquatic Preserve. All of these waters are Class III surface waters. The marina basin itself will be excavated to a depth of minus four feet mean low water. The 24 proposed boatslips will accommodate moorage of boats as large as 25 feet with a draft of two feet. The marina basin will enhance recreational values and channel, despite its greater depth, and at the inner portions of its several bends. It is also implausible that Petitioner's plans to limit boat size through condominium documents to be enforced through a homeowners association, to install mirrors, signalling devices, and latches at certain points along the creek, and to install tide staffs at creek entrances will prevent potential head-on boat collisions or bottlenecks in No Name Creek. It is equally implausible that these procedures can provide reasonable assurances that there will not be a chronic increase in water turbidity from increased use or damage to biota from propellers and boat impact. The witnesses generally concurred as to the present ecological status of No Name Creek. It contains Cuban shoalweed and turtlegrass scattered with varied density throughout, and especially found in two patches between the proposed basin and the point at which there is a drastic bend or oxbow in the creek. The seagrasses in the creek serve many valuable functions including providing a substrate upon which epiphytes may attach, and providing a source of food and refuge for fish and small invertebrates. Seagrasses also fix carbon which they absorb from the sediments and water column through photosynthesis. Green and red algae found throughout the creek provide habitat and carbon fixing functions similar to that provided by the seagrasses. Corals and sponges are present. Three species of sponge located in the creek are found only in the Florida Keys and nowhere else in the United States. Other creek biota include barnacles and oysters attached to mangrove roots, lobsters, anchovies, needlefish, grunts, mojarres, electric rays, various small fish, and invertebrates. Biological and botanical diversity is an important measure of the creek's rich ecological quality and value. The increased boat use of No Name Creek inherent in this dredging project will adversely affect the quality and diversity of the biota. In a creek of this configuration with mean low tide occurring roughly every 12 hours and NEAP tides approximately every two weeks, direct impact of boat propellers is a certainty. The shallowest parts of the creek tend to be limerock shelves which provide a hospitable substrate for the corals, and which are most susceptible to propeller damage, as are the seagrasses and sponges. Petitioner's assertion through Mr. Castellanos and Dr. Roessler that all boaters can be relied upon to employ tilt motors to best advantage in shallow water so as to avoid overhanging mangrove branches at the creek's edges (shores) and so as to keep their boats within the portion of the channel away from submerged mangrove roots and further can be trusted to proceed slowly enough to allow slow-moving water creatures to escape their propellers is speculative and unrealistically optimistic. Despite all good intentions, the strong currents of this creek and its meandering nature work against the average pleasure boater keeping to the narrow center channel. An even more compelling problem with this project is that increased sustained turbidity from propellers and boat movement within close range of the creek bottom will scour the creek bottom and/or stir up the bottom sediment on a regular basis. Once suspended, bottom particles will be redeposited on the seagrasses, impeding photosynthesis and smothering the sponges and corals. Upon the testimony of Custer, Echternacht, and Skinner, and despite contrary testimony of Roessler and Larsen, it is found that the admittedly strong currents in the creek will not flush the particles sufficiently to alleviate the loose sediment problem, and may actually exacerbate the chronic turbidity problem. Strong currents can create a cyclical situation in which, as the seagrasses die or are uprooted, even more particulate matter is loosened and churned up. Chronic turbidity of No Name Creek has the potential of violating the applicable water quality standards for biological integrity, for turbidity, and for ambient water quality. These impacts will not be offset by Petitioner's creation of 38,100 square feet of new underwater bottom because, although this new area will become vegetated, it will never be as rich or as diverse as the existing bottom. This is also true of the pilings and rip rap in regard to sessile animals/barnacles. Petitioner's plan to replant red mangroves over 10,300 square feet may be sufficient in mitigation of the loss of 100-150 square feet of mangroves by itself (see Finding of Fact 16) but for the foregoing reasons, it does not constitute full mitigation for the new permit application. The project will be of a permanent nature. The project will not adversely affect significant historical and archeological resources.
Recommendation Upon the foregoing findings of fact and conclusions of law, it is recommended that a final order be entered denying the requested permit. DONE and RECOMMENDED this 20th day of September, 1988, at Tallahassee, Florida. ELLA JANE DAVIS, Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 20th day of September, 1988. APPENDIX TO RECOMMENDED ORDER DOAH Case No. 87-4660 The following constitute specific rulings upon the parties' respective proposed findings of fact (PFOF). Petitioner's PFOF: 1, 2, 3, 4, 5, 7, 10, 11, 20, and 25 are accepted. Accepted except for the last sentence which is rejected upon the greater weight of the credible evidence as a whole. Accepted but specifically not adopted as stated because the plan calls for destruction of certain mangroves (100- 150 ft.) and the planting of others as opposed to mere "addition." 6, 9, 12, and 27 are accepted in part and rejected in part. There was a failure of proof by both parties as to whether the Petitioner would or would not be conducting all activities landward of those lands conveyed. Although there is testimony to this effect, none of the surveys introduced nor other competent evidence allow the undersigned to definitely plot the description contained in Exhibit P-9 with respect to the current permit application plans. In any case, the proposals are not dispositive of the material issues in this case. The reservation, if it does apply, supports denial of the permit. See FOF 9. 8, 26, 28, 29, and 32 are rejected as subordinate and unnecessary, and in some cases as mere recitation of testimony or unproved. See next ruling. 13, 14, 15, 16, 17, 18, 19, 21, 22, 30, 31 and 33. Portions of these proposals are accepted in substance as reflected in the FOF. In part, they are rejected as mere recitation of testimony or as subordinate and unnecessary. The remainder is not accepted due to the relative weight of the credible testimony which is reflected in the facts as found. 34-36. Rejected for the reasons set out in FOF 13. Respondent's PFOF 1, 2, 4-6, 9, 11, 14-22, 24-34, 38-43, 48-52, 54, sentence 2 of 57, all except sentence 1 of 59, and 60 are accepted but not necessarily adopted in the interest of space and clarity or because they are cumulative or mere recitations of testimony. 3. Rejected for the reasons set out in FOF 16. Rejected. There was a failure of proof by both parties as to whether the Petitioner would or would not be conducting all activities landward of those lands conveyed. In any case, the proposal is immaterial to the environmental issues dispositive in this case. See FOF 9 and ruling on Petitioner's 6, 9, 12 and 27. Rejected as this was the unproven opinion of Mr. Poppel. No consent judgment is in evidence. 10, 12, and 13. Portions of these proposals are accepted in substance as reflected in the FOF. In part, they are rejected as mere recitation of testimony or as subordinate and unnecessary. The remainder is not accepted due to the relative weight of the credible testimony as reflected as the facts as found. 23, 53, sentence one of 57, and sentence one of 59, are rejected as argument of counsel or statement of position. 35-37, 44-47, 55, 56, 58, and 61-64 are rejected as subordinate, unnecessary or cumulative to the facts as found. COPIES FURNISHED: Dale Twachtmann, Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Robert A. Routa, Esquire Post Office Drawer 6506 Tallahassee, Florida 32314-6506 Richard Grosso, Esquire Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32399-2400
The Issue The issue to determine in this matter is whether Respondent Department of Environmental Protection (DEP) properly issued its proposed verification of an Environmental Resource Permit (ERP) exemption, dated March 23, 2018, for the installation of nine pilings off of Respondent Larry Lynn’s residential property, in the direction of Petitioner MarineMax, Inc.’s commercial property (MarineMax), pursuant to section 373.406(6), Florida Statutes, commonly known as the “de minimus” exemption.
Findings Of Fact Mr. Lynn has owned the real property located at 111 Placid Drive, Fort Myers, Florida, since 1994. Mr. Lynn’s residential property is a corner lot that fronts a canal on two of the four sides of his property, and also contains his home. MarineMax is a national boat dealer with approximately 65 locations throughout the United States and the British Virgin Islands. MarineMax has approximately 16 locations in Florida. MarineMax, through subsidiary companies, acquired the property at 14030 McGregor Boulevard, Fort Myers, Florida, in December 2014 (MarineMax Property). Prior to MarineMax’s acquisition, this property had been an active marina for more than 30 years. MarineMax continues to operate this property as a marina. The MarineMax Property is a 26-acre contiguous parcel that runs north-south and that is surrounded by canals and a larger waterway that connects to the Gulf of Mexico. The “northern” parcel of the MarineMax Property is surrounded by two canals and the larger waterway that connects to the Gulf of Mexico. The “southern” parcel is a separate peninsula that, while contiguous to the northern parcel, is surrounded by a canal that it shares with the northern parcel, along with another canal that separates it from residential properties. Mr. Lynn’s property is located directly south of the northern parcel of the MarineMax Property, and the canal that runs east-west. As his property is a corner lot, it also fronts an eastern canal that is directly across from the southern parcel of the MarineMax Property. The eastern canal described above also serves as a border between MarineMax and a residential community that includes Mr. Lynn’s residential property. Mr. Lynn has moored a boat to an existing dock on the eastern canal described in paragraphs 5 and 6 for many years. MarineMax holds ERPs for the business it conducts at its MarineMax Property, including the canal between the northern parcel of the MarineMax Property and Mr. Lynn’s property. For example, these ERPs permit: (a) the docking of boats up to 85 feet in length with a 23-foot beam; (b) boat slips up to 70 feet in length; (c) up to 480 boats on the MarineMax Property; and (d) a boatlift and boat storage barn (located on the southern parcel). The MarineMax Property also contains a fueling facility that is available for internal and public use. It is located on the northern parcel of the MarineMax Property, directly across the east-west canal from Mr. Lynn’s property. The prior owner of the marina constructed this fueling facility prior to 2003. Request for Verification of Exemption from an ERP Mr. Lynn testified that after MarineMax took over the property from the prior owner, he noticed larger boats moving through the canal that separates his property from the MarineMax Property. Concerned about the potential impact to his property, including his personal boat, Mr. Lynn contracted with Hickox Brothers Marine, Inc. (Hickox), to erect pilings off of his property in this canal.2/ On March 8, 2018, Hickox, on behalf of Mr. Lynn, submitted electronically a Request for Verification of Exemption from an Environmental Resource Permit to DEP. The “Project Description” stated, “INSTALL NINE 10 INCH DIAMETER PILINGS AS PER ATTACHED DRAWING FOR SAFETY OF HOMEOWNER’S BOAT.” The attached drawing for this project depicted the installation of these nine pilings 16 and 1/2 feet from Mr. Lynn’s seawall, spaced 15 feet apart. On March 23, 2018, DEP approved Mr. Lynn’s Request for Verification of Exemption from an Environmental Resource Permit, stating that the activity, as proposed, was exempt under section 373.406(6) from the need to obtain a regulatory permit under part IV of chapter 373. The Request for Verification of Exemption from an Environmental Resource Permit further stated: This determination is made because the activity, in consideration of its type, size, nature, location, use and operation, is expected to have only minimal or insignificant or cumulative adverse impacts on the water resources. The Request for Verification of Exemption from an Environmental Resource Permit further stated that DEP did not require further authorization under chapter 253, Florida Statutes, to engage in proprietary review of the activity because it was not to take place on sovereign submerged lands. The Request for Verification of Exemption from an Environmental Resource Permit also stated that DEP approved an authorization pursuant to the State Programmatic General Permit V, which precluded the need for Mr. Lynn to seek a separate permit from the U.S. Army Corps of Engineers. Megan Mills, the environmental specialist and program administrator with DEP’s South District Office, testified that DEP’s granting of Mr. Lynn’s Request for Verification of Exemption from an Environmental Resource Permit was routine, and that his Request for Verification of Exemption from an Environmental Resource Permit met the statutory criteria. After DEP granted the Request for Verification of Exemption from an Environmental Resource Permit, Hickox, on behalf of Mr. Lynn, installed the nine pilings in the canal at various distances approximately 19 feet from Mr. Lynn’s seawall and in the canal that divides Mr. Lynn’s property from the MarineMax Property (and the fueling facility).3/ MarineMax timely challenged DEP’s Request for Verification of Exemption from an Environmental Resource Permit. Impact on Water Resources MarineMax presented the testimony of Sam Lowrey, its corporate vice president of real estate, who had detailed knowledge of the layout of the MarineMax Property. Mr. Lowrey testified that the canal between the MarineMax Property and Mr. Lynn’s residential property is active with boating activity, noting that MarineMax’s ERP allows up to 480 vessels on-site. With the installation of the pilings, he testified that he was concerned that MarineMax customers “will be uncomfortable navigating their boats through this portion of the canal[,]” which would be detrimental to MarineMax’s business. Mr. Lowery testified that he had no personal knowledge of whether MarineMax has lost any business since the installation of the pilings. MarineMax also presented the testimony of Captain Ralph S. Robinson III, who the undersigned accepted as an expert in marine navigation, without objection.4/ Captain Robinson has been a boat captain, licensed by the U.S. Coast Guard, since 1991. He has extensive experience captaining a variety of vessels throughout the United States and the Bahamas. He is an independent contractor and works for MarineMax and other marine businesses. Captain Robinson is also a retired law enforcement officer. Captain Robinson testified that he was familiar with the waterways surrounding the MarineMax Property, as he has captained boats in those waterways several times a month for the past 15 years. Captain Robinson testified that he has observed a number of boats with varying lengths and beams navigate these waterways, and particularly, the canal between the MarineMax Property and Mr. Lynn’s property. Captain Robinson estimated that the beam of these boats range from eight to 22 feet. He also testified that the most common boats have a beam between eight and 10 feet. Captain Robinson’s first experience with the pilings in the canal occurred in April 2018, when he was captaining a 42- foot boat through the canal. He testified that an 85-foot boat was fueling on the fuel dock, and when he cleared the fueling boat and pilings, he had approximately one and a half feet on each side of his boat. He testified that “[i]t was very concerning.” Captain Robinson testified that since this experience in April 2018, he calls ahead to MarineMax to determine the number and size of boats in the portion of this canal that contains the pilings. On behalf of MarineMax, in December 2018, Captain Robinson directed the recording of himself captaining a 59-foot Sea Ray boat with an approximately 15- to 16-foot beam through the canal separating the MarineMax Property and Mr. Lynn’s residential property, with another boat of the same size parked at MarineMax’s fueling dock.5/ Captain Robinson testified that these two boats were typical of the boats that he would operate at the MarineMax Property and surrounding waterway. The video demonstration, and Captain Robinson’s commentary, showed that when he passed through the canal between the fuel dock (with the boat docked) and Mr. Lynn’s residential property (with the pilings), there was approximately four to five feet on either side of his boat. Captain Robinson stated: This is not an ideal situation for a boat operator. Yes, it can be done. Should it be done? Um, I wasn’t happy or comfortable in this depiction. Captain Robinson testified that his “personal comfort zone” of distance between a boat he captains and obstacles in the water is five or six feet. Ultimately, Captain Robinson testified that he believed the pilings in the canal between the MarineMax Property and Mr. Lynn’s property were a “navigational hazard.” Specifically, Captain Robinson stated: Q: In your expert opinion, has Mr. Lynn’s pilings had more than a minimal, or insignificant impact on navigation in the canal, in which they are placed? A: I believe they’re a navigational hazard. The impact, to me personally, and I’m sure there’s other yacht captains that move their boat through there, or a yacht owner, not a licensed captain, um, that has to take a different approach in their operation and diligence, um, taking due care that they can safely go through. It’s been an impact. Q: Is a navigational hazard a higher standard for you as a boat captain, being more than minimal or insignificant? A: Yes. A navigational hazard is, in my opinion, something that its position could be a low bridge or something hanging off a bridge, a bridge being painted, it could be a marker, it could be a sandbar, anything that is going to cause harm to a boat by its position of normal operation that would cause injury to your boat, or harm an occupant or driver of that boat. Ms. Mills, the environmental specialist and program administrator with DEP’s South District Office, testified that after MarineMax filed the instant Petition, she and another DEP employee visited Mr. Lynn’s residential property. Although not qualified as an expert in marine navigation, Ms. Mills testified that, even after observing the placement of the pilings and the boating activity the day she visited, the pilings qualified for an exemption from the ERP.6/
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, the undersigned recommends that DEP enter a final order dismissing MarineMax’s challenge to the determination that Mr. Lynn’s pilings qualify for an exemption from an environmental resources permit pursuant to its March 23, 2018, approval of Mr. Lynn’s Request for Verification of Exemption from an Environmental Resources Permit. DONE AND ENTERED this 28th day of March, 2019, in Tallahassee, Leon County, Florida. S ROBERT J. TELFER III 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 28th day of March, 2019.
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following relevant findings of fact are made: Respondent Laven owns a parcel of land at 1500 Bay View Drive, Sarasota, Florida on which he has a home. The property is approximately 180 feet by 100 feet, and is located on Sarasota Bay. A seawall has been constructed along the shoreline. Respondent Cloud owns a parcel of land at 2610 Cardinal Lane, Sarasota, Florida that is contiguous to Respondent Laven's property at 1500 Bay View Drive, Sarasota, Florida that is also located on Sarasota Bay. Approximately 100 feet of the property is located along the shoreline of Sarasota Bay. Sarasota Bay is currently designated as a Class III outstanding Florida waterbody. On or about June 28, 1991 Respondents Laven/Cloud filed an application to modify existing permit number 581885033 which had been previously issued to Respondent Laven for construction of a private dock consisting of an access pier 210 feet by 5 feet, with a terminal platform 20 feet by 4 feet on Laven's property located at 1500 Bay View Drive, Sarasota, Florida. Previous to the modified application being filed by Laven and Cloud, Laven had attempted to modify permit no. 581885033 by reducing the access pier from 210 feet by 5 feet to 175 feet by 5 feet. The Department concluded that the dock, as modified, would not reach water of sufficient depth to prevent damage to the seagrass, and considered this a major modification requiring a new application. Therefore, the Department denied the modified application, and Respondent Laven did not file a new application. The application filed by Laven/Cloud on or about June 28, 1991 to modify existing permit 581885033 proposed to construct a private dock on the property line between Laven's and Cloud's property. The private dock was proposed to consist of an access pier 4 feet by 210 feet, with two terminal platforms, each 25 feet by 6 feet. After review of the application to modify permit 58188503 the Department issued a Notice of Intent to issue a permit for the proposed construction of the private dock on August 2, 1991. The Notice of Intent included 18 specific conditions to which the proposed dock would be subject. Those relevant to this proceeding are as follows: 1) . . . . If historical or archaeological artifacts, such as Indian canoes, are discovered at any time within the project site the permittee shall immediately notify the district office and the Bureau of Historic Preservation, Division of Archives, History and Records Management, R.A. Gray Building, Tallahassee, Florida 32301. Turbidity screens shall be utilized, secured, and properly maintained during the permitted construction and shall remain in place until any generated turbidity subsides. Double turbidity screens, staked hay bales, staged construction and other additional measures shall be used as necessary to insure compliance with water quality standards in Chapter 17-3, Florida Administrative Code. During construction, all areas of exposed soils shall be effectively isolated from waters of the state to prevent erosion or deposition. All exposed soils shall be stabilized with an appropriate ground cover within 72 hours of attaining final grade. 5) . . . . 6) . . . . The applicant is not permitted to conduct or construct the following activities or facilities in conjunction with this dock structure: Fish cleaning facilities. Fuel hoses or fueling facilities. The mooring of boats or vessels for live aboards. The mooring of boats utilized for com- mercial purposes such as fishing, scuba diving, boat rental, etc. Picnic tables or benches. Storage sheds or enclosed structures. Covered boat slips. Sanitary facilities. The rental of boat slips or mooring space. Turbidity screens shall effectively encom- pass each piling during installation and remain in place until any generated turbidity has subsided. Turbidity screens shall effectively encompass an area around each piling not to exceed 7 square feet. Any watercraft which may be utilized during construction activities shall only operate/moor in waters of sufficient depth so as not to cause bottom scour or prop dredging. The access pier shall be elevated a minimum of 5 feet above mean high water for the most waterward 150 linear feet of the access pier. The most waterward 150 linear feet of the access pier shall be constructed with the slated[sic] design indicated on sheet 4 of permit submittals. The most landward 60 feet of the access pier shall be constructed utilizing the 2 x 6 decking. The permittees shall construct 100 linear feet of rip rap along the existing vertical seawall as indicated on sheet 1 of permit submittals. Rip rap material shall consist of natural boulders or clean concrete rubble six inches to three feet in diameter or in average dimensions. The slope of the rip rap shall be no steeper than 2H:1V. There shall be no reinforcing rods or other similar protrusions in concrete rubble and all rubble or boulders shall be free of attached sediments. The rip rap shall be install concurrently with the construction of the permitted dock. The permittees shall grant the Department a conservation easement over the shorelines of the two subject parcels. A conservation easement shall be established over the seawall cap and 2 feet waterward of the seawall for the entire length of the seawall to 1500 Bay View Drive (Lots 1, 2, 3, 4, 11, 12, 13, and 14 Block Q, Bay View Heights Addition). A conservation easement shall also be established between the limits of the mean high water linear and the landward extent of waters of the State (Pursuant to Section 170301.400[sic] FAC) for the entire length of the shoreline at 2610 Cardinal Place (Lots 5, 6, 7, 8, 15, 16, 17 and 18, Block Q, Bay View Heights Addition). 14) . . . . 15) . . . . The following seagrass monitoring program shall be implemented and adhered to: Within 45 days of the issuance of this permit (and prior to initiation of dock con- struction) the permittee shall establish a preconstruction monitoring program consisting of one meter square grids within the area specified on sheet 1 A of permit attachments. A minimum of 10 random one meter square plots shall be selected within each area A and B and also along the centerline established along the length of the dock. The permittee shall measure percent areal coverage of seagrasses within each plot within the grid system. Each of the plots shall be monitored as specified in above a minimum of two times per year (July and January) over a three year monitoring period subsequent to dock construction. Reports shall include date, water depth, water clarity, species of seagrasses observed, percent areal coverage and representative height of seagrasses within each plot. Moni- toring reports shall be submitted to the Department within 30 days of the monitoring event. The first monitoring event shall occur during the first January or July (which ever occurs first) subsequent to completion of dock construction. Hand railing shall be constructed along the entire length of the access pier (on both sides). The temporary or permanent mooring of watercraft shall only occur at the terminal platform. 18) . . . . By imposing special conditions 3, 4, 8 and 9 it will ensure that the dock construction will have a temporary minimal impact on the water quality, and there will be no permanent water quality impacts as a result of this project. If this permit is not issued, it would be possible for each of the applicants to build an exempt dock on his property which would require two accesses or swaths through the seagrass beds. An exempt dock (500 square feet or less) may result in the dock terminating in seagrass beds and in water of insufficient depth to prevent damage to the seagrass beds or to prevent bottom scour or propeller dredging. The project site consists of a shoreline with a shoal area where Shoal grass (Halodule wrightii) and Turtle grass (Thalassia sp.) are growing, with the Turtle grass being the predominant species to a point further waterward to where there is a significant change in the water depth. Such point being approximately at the termination of the proposed dock. Beyond this point the seagrass beds are scattered. Therefore, any dock shorter than approximately 210 feet would terminate in the main seagrass beds and result in the seagrass beds being routinely disrupted or damaged by power boats. The proposed design of the most waterward 150 linear feet of the deck portion of the proposed dock has less solid surface than a normal deck, and, along with the proposed height of the most waterward 150 linear feet of the proposed dock, would allow substantially more light to penetrate the area and provide sufficient light for healthy existence of the seagrasses. The proposed impacts consists of disturbance of the seagrass beds. Requiring railing along the entire access pier on both sides will preclude mooring of motor craft in the area of the seagrass and in water depths insufficient to prevent damage to the seagrass, and to prevent bottom souring and propeller dredging. Because of the length, height and design of the dock there would be minimal impact, if any, on the seagrass beds. The design of the dock will ensure that the project will not adversely affect the functions being performed in the area intended for the dock. The conservation easement will ensure that a feeding ground for wading birds will be maintained, and along with the dock design will minimize any impacts that the proposed dock will have on the fish and wild life habitats. The construction of the 100 linear feet of rip rap along the existing vertical seawall on Sarasota Bay along Laven's property will reduce scouring and erosion at the base of the seawall, and provide beneficial habitat which will be an improvement of the seawall alone. There may be minimal impacts on recreation in that it may impose some inconvenience for those fishing and those attempting to access the bay for sailing. There may be some minimal impact on navigation in that the proposed dock will entend out approximately 35 feet further than any other existing dock in the area but due to the shallow water in this area boats presently have to travel at a reduced rate of speed, and for this reason the proposed dock would not adversely affect navigation. However, this should be mitigated by requiring lights on the dock as a safety feature. The project will not adversely affect the fishing, or recreational values, or marine productivity in the vicinity of the project. The proposed project will not adversely affect the public health, safety, or welfare or property of others. The proposed dock will be a permanent structure, notwithstanding that regular mainentaince will be required. The Respondents Laven/Cloud have provided reasonable assurances that the proposed project will be clearly in the public interest, notwithstanding the minimal impact it may have on recreation and navigation. Particularly, when all Special Conditions are considered, specifically Special Conditions 12 and 13 pertaining to rip rap along the vertical seawall on Laven's propertry and the granting of the Conservation Easement over both Laven's and Cloud's shoreline.
Recommendation Accordingly, in view of the above Findings of Fact and Conclusions of Law, it is, therefore, recommended that the Department enter a Final Order issuing Permit Number 581885033 to Respondents Robert Laven and John Cloud as set forth in the Department's Intent To Issue dated August 2, 1991 provided that the grant of the subject permit should include the general and specific conditions in the Intent To Issue as well as the condition requiring lights on the dock for safety purposes as set forth in Finding of Fact 20 above. RECOMMENDED this 21st day of November, 1991, in Tallahassee, Florida. WILLIAM R. CAVE Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, FL 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 21st day of November, 1991. APPENDIX TO RECOMMENDED ORDER, CASE NO. 91-3988 The following constitutes my specific rulings pursuant to Section 120- 59(2), Florida Statutes, on all of the Proposed Findings of Fact submitted by the parties in the case. Rulings on Proposed Findings of Fact Submitted by the Petitioner Both paragraphs regarding Respondent Cloud's testimony at the hearing go to his credibility as a witness and are not stated as a finding of fact and are therefore rejected. Paragraphs 1 and 2 regarding Rose Poynor's testimony appear to be supported by documents or testimony not received at the hearing and are therefore rejected. Paragraph 3 regarding Rose Poynor's testimony is either immaterial or irrelevant or goes to her credibility as a witness or is supported by facts not in the record. The paragraph regarding Roy R. Lewis' testimony goes to his credibility as a witness and is not a statement of fact. Paragraphs 1 and 2 regarding Robert Patten's testimony is more of a restatement of his testimony than a finding of fact. But in any event, are neither material or relevant. The next to the last paragraph is not supported by the record but see Finding of Fact 20. The last unnumbered paragraph is not supported by the record. See Finding of Fact 24. Rulings on Proposed Findings of Fact Submitted by Respondent Department of Environmental Regulation 1. Each of the following proposed findings of fact are adopted in substance as modified in the Recommended Order. The number in parenthesis is the Finding(s) of Fact which adopts the proposed findings of fact: 1 (1, 2, 3); 2 (4, 6); 3 (5); 4 (11); 5 (11); 6 (13); 7 (7, 8); 8 (7, 8); 9 (7, 8); 10 (7, 8); 11 (7); 12 (7); 13 (12, 15); 14 (7); 15 (12); 16 (7, 14); 17 (15); 18 (7, 16); 19 (17); 20 (7); 21 (7); 22 (7, 18); 23 (18); 24 (20); 25 (7, 17); 26 (23); 27 (19); 28 (21); 29 (22); 30 (7); 31 (17); 32 (7); 33 (9); 34 (9, 10); 35 (7, 8, 11, 12, 14-22); and 36 (7). Rulings on Proposed Findings of Fact Submitted by Respondents Laven and Cloud Respondents Laven and Cloud have divided their findings into two groups (1) Findings of Fact and (2) Ultimate Findings. Since the Findings of Fact are duplicative of the Ultimate Facts or are only restatements of the witnesses testimony, I will respond only to the Ultimate Facts. 1. Each of the following proposed findings of fact are adopted in substance as modified in the Recommended Order. The number in parenthesis is the Finding(s) of Fact which adopts the proposed finding of fact: 1 (1); 2 (3); 3 (2); 4 (4, 6); 5 (3); 6 (7, 12); 7 (7, 17, 18); 8 (7); 9 (7); 10 (7, 24); 11 (7, 24); 12 (22); 13 (17); 14 (is a duplication of paragraph 13); 15 (20); 16 (21) and 17 (16). COPIES FURNISHED: Alan S. Dorrill 1726 Floyd Street Sarasota, FL 34239 F. Craig Richardson, Esquire Icard, Merrill, Cullen, Timm, Furen, & Ginsbrug, P.A. 2033 Main Street, Suite 600 Sarasota, FL 34237 Carol Forthman, Esquire Maureen A. Eggert, Certified Legal Intern 2600 Blairstone Road Tallahassee, FL 32399-2400 Carol Browner, Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, FL 32399-2400 Daniel H. Thompson, General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, FL 32399-2400
Findings Of Fact The Petitioner is the adjoining neighbor of Harrie E. Smith, the applicant, and runs the Coral Lagoon Resort. This is a commercial establishment which consists of rental units fronting on Bonefish Bay with an interior canal and a series of small boat docking facilities which give each unit docking space and water access. The Petitioner keeps two tame porpoises at the end of this canal which are a tourist attraction. The Petitioner's operation is tourist oriented particularly to those who come to the Keys for fishing or diving excursions. The application to the Department of Environmental Regulation is to the installation of a wooden dock which runs parallel to the Petitioner's northern boundary line. The applicant, Mr. Smith, runs a commercial boat repair facility alongside Mr. Goss' establishment and it is clear there have been misunderstandings between them in the past. The dock has been installed and as noted above, the application to the Department of Environmental Regulation is for an after-the-fact authorization. The department has indicated it intends to grant the permit as it does not see that the dock will degrade water quality or create a condition adverse to the public interest. The petition maintains that the dock will cause water quality problems in that it will encourage the docking of boats which will spill oil, gas and other contaminants into the waters and thereby degrade water quality. It should be noted that the Petitioner maintains extensive docking facilities in his establishment and could be subjected to the same argument.
The Issue The issues are whether Respondent engaged in a discriminatory housing practice, in violation of the Florida Fair Housing Act, Sections 760.20 through 760.37, Florida Statutes (2007),1 by refusing to grant an accommodation which would have allowed Ms. Rose Marie Owens to keep a comfort cat in her condominium, and, if so, the amount of damages suffered by Ms. Owens.
Findings Of Fact Ms. Owens was a resident owner of a condominium in Longboat Harbour Condominiums (Longboat Harbour) during the alleged unlawful housing practice. Ms. Owens was a seasonal resident of the condominium from sometime in July 1987 through March 2007. Ms. Owens still owns the condominium at Longboat Harbour with Mr. Hank Airth, her husband. However, Ms. Owens and Mr. Airth purchased a second condominium after the alleged unlawful housing practice, and Ms. Owens and Mr. Airth no longer reside in the Longboat Harbour condominium. Longboat Harbour is a covered, multifamily dwelling unit within the meaning of Subsection 760.22(2). The Longboat Harbour condominium owned by Ms. Owens and Mr. Airth was a dwelling defined in Subsection 760.22(4) at the time of the alleged unlawful housing practice. Respondent is the entity responsible for implementing the rules and regulations of the Longboat Harbour condominium association. Relevant rules and regulations prohibit residents from keeping cats in their condominiums. Sometime in May 2006, Ms. Owens requested Respondent to permit her to keep a comfort cat, identified in the record as “KPooh,” as an accommodation for an alleged handicap. Respondent refused the requested accommodation, and this proceeding ensued. In order to prevail in this proceeding, Petitioner must first show that Ms. Owens is handicapped. Neither Petitioner nor Ms. Owens made a prima facie showing that Ms. Owens is handicapped within the meaning of Subsection 760.22(7). Cross-examination of Ms. Owens showed that Ms. Owens suffers from a cardiovascular ailment, osteoarthritis, and a trigeminal nerve condition. Surgery performed sometime in the 1990s improved the nerve condition. After the surgery, all of the medical conditions of Ms. Owens have been successfully treated with various medications, with no significant modification of the medications before and after Ms. Owens acquired KPooh in 2000. The testimony of Ms. Owens during cross-examination shows that Ms. Owens has never been diagnosed as suffering from depression. Nor does that testimony show that Ms. Owens has ever been diagnosed with panic disorders or panic attacks. Finally, the testimony of Ms. Owens during cross-examination shows that Ms. Owens has never been diagnosed with an emotional or psychiatric condition. A preponderance of the evidence does not show that any of the health problems suffered by Ms. Owens substantially limits one or more major life activities. Nor does Respondent regard Ms. Owens as having a physical or mental impairment. Ms. Owens and others testified concerning the medical conditions of Ms. Owens. None of that testimony showed that the medical conditions substantially limit one or more major life activities for Ms. Owens. Mr. Airth drives the vehicle for Ms. Owens most of the time and prepares most of the meals at home. However, Mr. Airth performs both life activities because he wishes to perform them. Neither Mr. Airth nor Ms. Owens testified that Ms. Owens is unable to perform either life activity. Part of the therapy medically prescribed for Ms. Owens is a special bicycle for exercises that will improve some of the medical conditions of Ms. Owens. However, as Ms. Owens testified, “I have not submitted to that . . . [because] I hate exercise.” Ms. Owens admits that exercise therapy would improve some of her medical conditions. Ms. Owens first took possession of KPooh in 2000. KPooh was a stray cat that showed up at the primary residence of Ms. Owens and Mr. Airth in Maryland. KPooh was hungry. Ms. Owens gave KPooh food and adopted KPooh. Petitioner attempts to evidence the alleged handicap of Ms. Owens, in relevant part, with two letters from the primary care physician for Ms. Owens. Each letter was admitted into evidence without objection as Petitioner’s Exhibits 3 and 4. The first letter, identified in the record as Petitioner’s Exhibit 3, is dated May 4, 2006. The text of the letter states in its entirety: Mrs. Owens has been a patient of mine since 1990. I know her very well. It is my opinion that she would suffer severe emotional distress if she were forced to get rid of her cat. I request an exception to the “No Pet” rule in her particular case. I understand that the cat is confined to her home, and that it is not allowed outside to disturb other residents. Petitioner’s Exhibit 3 (P-3). The first letter contains no diagnosis of an existing physical or mental impairment. Nor does the first letter evidence a limitation of a major life activity that is caused by a physical or mental impairment. The first letter opines that Ms. Owens, like many pet owners, would suffer severe emotional distress if she were required to get rid of her pet. However, the letter contains no evidence that the potential for severe emotional distress, if it were to occur, would substantially limit one or more major life activities for Ms. Owens. The second letter, identified in the record as Petitioner’s Exhibit 4, is dated January 2, 2007. The text of the letter consists of the following three paragraphs: Mrs. Rose Marie Owens is my patient. She has been under my care since 1990. I am very familiar with her history and with her functional limitations imposed by her medical conditions. She meets the definition of disability under the various Acts passed by the Congress of the United States since 1973. Mrs. Owens has certain limitations related to stress and anxiety. In order to help alleviate these limitations, and to enhance her ability to live independently, and to use and enjoy fully the unit she owns at Longboat Harbour Condominium, I have prescribed her cat, K-Pooh, as an emotional support animal. This should assist Mrs. Owens to cope with her disability. I am familiar with the literature about the therapeutic benefits of assistance animals for people with disabilities. Should you have questions concerning my recommendation for an emotional support animal for Mrs. Owens, please contact me in writing. P-4. The second letter does not identify a specific physical or mental impairment. The letter does not disclose what health conditions comprise Ms. Owens “medical conditions.” The letter does not describe the “functional limitations” that the doctor concludes, as a matter of law, satisfy the legal definition of a disability. Nor does the letter specify what major life activities are limited by the patient’s medical conditions. The second letter opines that KPooh will enhance the ability of Ms. Owens to live independently. The letter does not opine that KPooh is necessary for Ms. Owens to live independently. There is no evidence that KPooh is trained as a service animal. The two letters from the primary care physician of Ms. Owens are conclusory and invade the province of the trier- of-fact. The two letters do not provide specific and precise factual accounts of the medical conditions of Ms. Owens and the limitations that those conditions impose on major life activities. The two letters deprive the fact-finder of the opportunity to review and evaluate the specific and precise facts underlying the medical and legal opinions reached by the doctor. The two letters deprive the ALJ of the opportunity to independently decide the legal significance of any medical findings, which are not disclosed in either of the letters.2 Petitioner called as one of its witnesses a member of the Board of Directors (Board) for Respondent who had recommended that the Board approve the accommodation requested by Ms. Owens. Petitioner presumably called the witness, in relevant part, to bolster the two letters from the treating physician for Ms. Owens. The witness testified that his recommendation placed great weight on the fact that the doctor who authored the two letters is a psychiatrist. The undisputed fact is that the doctor specializes in internal medicine, not psychiatry. Petitioner attempted to show that Respondent’s stated reasons for denial of the accommodation were a pretext. Petitioner relied on evidence that arguably showed Respondent did not adequately investigate the alleged handicap of Ms. Owens before denying her request for an accommodation. Respondent made adequate inquiry into the alleged handicap when Ms. Owens requested an accommodation. Respondent requested a letter from the treating physician, which resulted in the letter that became Petitioner’s Exhibit 3. Finding that letter less than instructive, Respondent requested a second letter that became Petitioner’s Exhibit 4. Respondent properly determined that letter to be inadequate. In any event, this proceeding is not an appellate review of the past conduct of Respondent. This proceeding is a de novo proceeding. Counsel for Respondent fully investigated the medical conditions and alleged handicap of Ms. Owens prior to the final hearing. The investigation included pre-hearing discovery through interrogatories and requests for medical records.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Commission enter a final order dismissing the Petition for Relief. DONE AND ENTERED this 26th day of June, 2009, in Tallahassee, Leon County, Florida. S DANIEL MANRY 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 26th day of June, 2009.
