Findings Of Fact The Problem: A Seawall In Danger of Collapse Applicant is an incorporated condominium association which owns the Gulf front property of Bonita Beach Club, a residential condominium located on the northern portion of a barrier island known as Little Hickory Island. The island is south of Fort Myers and part of Lee County. (Testimony of Truitt, Tackney; R-1.) Applicant's Gulf front property is protected by a 600-foot seawall; that seawall, exposed to wave and storm attack, is now in the beginning stages of failure. Applicant seeks a permit to place a revetment along the entire seaward face of the seawall "to help strengthen the seawall and stop the erosion at [its] . . . base . . . ." (R-1.) (Testimony of Truitt, Tackney, Sharma; R-1) The seawall shows evidence of profile lowering; sand has been scoured from its face, exposing 6 to 7 feet of wall above the sand line. Its face shows abrasions from buffeting by sand and sediment; its joints have begun to separate, allowing sand from behind the wall to leak through the cracks. Under high tide conditions, the seaward portions of the seawall are under water; under other tidal conditions there is no more than 6 to 7 feet of wetsand area between the base of the wall and the waterline. (Testimony of Truitt.) The present condition of the seawall is mainly due to two processes: the long-term shoreline migration of Little Hickory Island, and (2) profile steepening, scouring, and accelerated sand loss in the immediate vicinity of Applicant's seawall. There is a south-to-north longshore or littoral sand transport in the area off Little Hickory Island, a northward flowing "river of sand." This phenomenon has caused sand loss to beaches in front of and south of Applicant's property and sand accretion to the undeveloped northern beaches north of the island. The localized profile steepening and accelerating sand loss at Applicant's seawall is caused by waves hitting the vertical seawall, then rebounding-- causing removal of sand at the foot of the wall and steepening of the offshore profile. This localized sand loss and erosion has been aggravated by the original placement and alignment of Applicant's seawall. 7/ The seawall protrudes further seaward than adjacent seawalls or bulkheads. 8/ This protrusion, together with the wall's irregular shape, disrupts the otherwise straight shoreline and acts as a headland: an abutment which concentrates wave energy and longshore currents and causes accelerated erosion and sand loss in the immediate area. The effects of the northerly longshore drift and the localized sand loss have been dramatic: between 1974 and 1980 the sandy beach in front of Applicant's seawall has receded landward 50-60 feet. (Testimony of Truitt, Tackney, Sharma; P-1, P-2, P-3, P-4, 1-2, R-3, R-4, R-5, R-6, R-7.) In addition, the shoreline of Little Hickory Island is gradually and inexorably eroding. This is due to long-term backyard erosion, a natural )process by which barrier islands gradually migrate landward. (Testimony of Sharma, Tackney, Truitt.) II. Applicant's Solution: Place a Rock Revetment in Front of the Seawall In October, 1980, Applicant applied for a DNR permit to place a rock revetment along the existing seawall. By January, 1981, DNR's Bureau of Beaches and Shores determined that all of the documentation required by its rules 9/ had been submitted and the application was complete. Subsequently, the Applicant agreed to several design changes suggested by DNR and agreed to a permit condition requiring it to dedicate a travel easement to assure continued public access to beaches north of its property. As so modified, DNR proposes to issue the requested permit. (Testimony of Truitt; R-1, -R-11, R-12.) The proposed permit, with conditions, is contained in Respondent's Exhibits R-1, R-11, and R-12. 10/ The proposed shore protection structure is described as a rock toe-scour revetment to be placed along the seaward face of Applicant's existing seawall. The revetment extends 7 feet in the shore-normal direction and approximately 600 linear feet in the shore-parallel direction. It will consist of lime-rock boulders of various sizes stacked on top of each other. The top layer of rocks will be the largest, 75 percent of them weighing greater than 500 pounds. The rock revetment will rest on a layer of Filter-X mat to help stabilize the underlying sand. The revetment's elevation will range from 0.0 feet (NGVD) 11/ at the toe of the seawall to -0.5 feet (NGVD) at 7 feet seaward. Its slope will be no greater than 3 horizontal units to 1 vertical unit. The mean high waterline will intercept the revetment-seawall interface at a maximum elevation of approximately +1.5 feet (NGVD). (R-1, R-11, R-12.) III. The Effects of the Proposed Revetment The proposed revetment will fulfill its primary purpose: it will protect the Applicant's seawall by reducing the amount of sand that is scoured and removed from its face and it will add significant structural stability to the wall. It will provide these benefits because its sloping surface will intercept and dissipate waves which would otherwise hit and rebound off the vertical seawall. Because wave deflection energy will be lessened, steepening of the offshore profile will be reduced and accelerating longshore currents will be slowed. It will also protect the seawall against storm, but not hurricane, damage. (Testimony of Truitt, Tackney.) However, the proposed rock revetment will not stop the migration of sands from the southern to the northern reaches of Little Hickory Island; the northward flowing longshore currents will continue. Neither will the revetment protect Applicant's property against long-term background erosion; the entire island will continue its steady easterly retreat to the mainland. Scouring at the ends of the existing seawall will be reduced, but not eliminated. Eddy currents at the ends of the revetment will cause some localized scouring to take place. Wave and water action will take its toll on the revetment; it will require periodic repair and rebuilding in the years ahead. (Testimony of Sharma, Tackney, Truitt.) Although the testimony is conflicting, the weight of the evidence is that the proposed revetment will not adversely affect adjacent beaches and the offshore profile. 12/ While localized scouring will not be eliminated, the evidence indicates that the rates will be lessened--that the existing erosion problems will be mitigated, not aggravated. With reduced localized scouring, longshore currents will not accelerate, and the offshore profile will not deepen at increasing rates. The expert witnesses agreed that, at least for the short term, the proposed revetment will protect the existing seawall against at least three-year storm conditions. (Testimony of Tackney, Truitt, Sharma.) While the revetment will not accelerate or contribute to the erosion of adjacent lands, it will impair the public's use of the beaches in front of and to the north of the Applicant's seawall. Because the revetment will protrude 6 to 7 feet seaward from the seawall--intercepting the mean high waterline--the public will be precluded from traversing the beaches in front of Applicant's property. That narrow corridor of wet-sand beach now permits dry passage only during low tide. With placement of the rock revetment on that passageway, it will become impassable to most people who use the Little Hickory Island beaches. 13/ (Testimony of Sharma, Member of the Public.) Generally, rip-rap revetments, such as that proposed by Applicant, do not eliminate erosion or cause sand to accrete. Rather, they tend to increase erosion and escarping beyond that which would occur if a shoreline is left in its natural, unaltered condition. (Testimony of Sharma, Truitt, Tackney.) IV. DNR Coastal Construction Permits: Practice and Policy There may be alternatives to the proposed revetment which will not endanger the Applicant's upland structure or block the public's access to beaches in front of and north of Applicant's property. 14/ DNR does not require the consideration of shore protection alternatives when it processes coastal construction permit applications. Neither, in its view, is public access to adjacent beaches a matter of regulatory concern in this licensing process. 15/ At the staff level of DNR, the sole consideration is engineering design of the proposed structure: At the level of staff of the Bureau of Beaches and Shores there are no other con- siderations other than simply engineering judgments on the appropriateness or other considerations of the design. I have no idea what the governor and cabinet or exec- utive director may consider. (Tr. 170.) This view of the agency's duty helps explain why DNR has never denied an application to construct a shore protection revetment, although it has suggested design modifications, as was done in this case. (Testimony of Truitt.) V. Interests of Objectors to Proposed Revetment Project DNR requires applicants for coastal construction permits to provide a map showing the location of the proposed erosion control structure and the shoreline for at least 1,000 feet on each side. Applicants are also required to provide a list of the names and addresses from the latest county tax role of all riparian property owners within 1,000 feet. It is DNR practice, in accordance with its rule, Section 165-24.07, Florida Administrative Code, to mail notice of a proposed project to those riparian property owners. By rule, such interested persons or objectors to a proposed project have the right to appear and make their positions known to the Governor and Cabinet at the time the agency decision is made. Id. (Testimony of Truitt; R-1.) Petitioners, Casa Bonita I and II Condominium Associations, Inc., and Seascape Condominium I and II Associations, Inc., assert that the proposed revetment will adversely affect their rights as riparian owners, that it will cause erosion of their shorelines; they also allege that it will prejudice their recreational use of sovereignty lands--the public's beaches lying below the line of mean high water. Relative to the site of the proposed revetment, Casa Bonita I Condominium Association, Inc., lies 1,350 to 1,400 feet south; Casa Bonita II Condominium Association, Inc., 670 feet south; Seascape Condominium I and II Associations, Inc., lie immediately adjacent to the site. (Testimony of Tackney; R-1, R-14.) No evidence was presented to establish that intervenor Lee County is a riparian property owner within 1,000 feet of the proposed revetment. The Lee County Board of County Commissioners were, however, notified of the instant application and given an opportunity to object. The parties have submitted proposed findings of fact; to the extent such findings are incorporated in this Recommended order, they are adopted; otherwise they are rejected as irrelevant to the issues presented or unsupported by the preponderance of evidence.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED: That the application of Bonita Beach Club Condominium Association, Inc., for a coastal construction permit be GRANTED, subject to the agreed-upon conditions described above, including the dedication of a travel easement allowing the public to circumvent the 600-foot rock revetment. 21/ DONE AND RECOMMENDED this 16th day of October, 1981, in Tallahassee, Florida. R. L. CALEEN, JR. Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 Telephone: (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 16th day of October, 1981.
Conclusions An Administrative Law Judge of the Division of Administrative Hearings has entered an Order Closing File in this proceeding. A copy of the Order is attached to this Final Order as Exhibit A. Filed January 21, 2011 10:24 AM Division of Administrative Hearings DCA Order No. DCA11-GM-007
Other Judicial Opinions OF THIS FINAL ORDER PURSUANT TO SECTION 120.68, FLORIDA STATUTES, AND FLORIDA RULES OF APPELLATE PROCEDURE 9.030(b)(1)(C) AND 9.110. TO INITIATE AN APPEAL OF THIS ORDER, A NOTICE OF APPEAL MUST BE FILED WITH THE DEPARTMENT'S AGENCY CLERK, 2555 SHUMARD OAK BOULEVARD, TALLAHASSEE, FLORIDA 32399-2100, WITHIN 30 DAYS OF THE DAY THIS ORDER IS FILED WITH THE AGENCY CLERK. THE NOTICE OF APPEAL MUST BE SUBSTANTIALLY IN THE FORM PRESCRIBED BY FLORIDA RULE OF APPELLATE PROCEDURE 9.900(a). A COPY OF THE NOTICE OF APPEAL MUST BE FILED WITH THE APPROPRIATE DISTRICT COURT OF APPEAL AND MUST BE ACCOMPANIED BY THE FILING FEE SPECIFIED IN SECTION 35.22(3), FLORIDA STATUTES. YOU WAIVE YOUR RIGHT TO JUDICIAL REVIEW IF THE NOTICE OF APPEAL IS NOT TIMELY FILED WITH THE AGENCY CLERK AND THE APPROPRIATE DISTRICT COURT OF APPEAL. MEDIATION UNDER SECTION 120.573, FLA. STAT., IS NOT AVAILABLE WITH RESPECT TO THE ISSUES RESOLVED BY THIS ORDER. CERTIFICATE OF FILING AND SERVICE I HEREBY CERTIFY that the original of the foregoing has been filed with the undersigned Agency Clerk of the Department of Community Affairs, and that true and correct copies haye been furnished by U.S. Mail or Electronic May to each of the persons listed below on this day of January, 2011. / a Paula Ford Agency Clerk By U.S. Mail The Honorable Bram D. E. Canter Administrative Law Judge Division of Administrative Hearings The Desoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 By Electronic Mail Amy Taylor Petrick, Esquire Assistant County Attorney Palm Beach County 300 North Dixie Highway, Suite 359 West Palm Beach, Florida 33401 Gary K. Hunter, Esquire Vinette D. Godelia, Esquire Hopping Green & Sams 123 South Calhoun Street Post Office Box 6526 Tallahassee, Florida 33301 Richard Grosso, Esquire Robert N. Hartsell, Esquire Everglades Law Center, Inc. Shepard Broad Law Center 3305 College Avenue Fort Lauderdale, Florida 33314 DCA Order No. DCA11-GM-007
The Issue Whether the Petitioners, and each of them, have standing to bring the instant action before the Division of Administrative Hearings. Whether the 5500 North Corporation has meets the requirements set forth in Section 161.053, Florida Statutes, and Rule 16B-33, Florida Administrative Code, for obtaining a permit to construct a structure seaward to the coastal construction control line (CCCL).
Findings Of Fact The Department of Environmental Protection, f/k/a Department of Natural Resources, is the state agency charged with the responsibility of regulating coastal construction under Chapter 161, Florida Statutes. 5500 North Corporation (Respondent/Applicant) is the owner of the property located at 5600 North Atlantic Avenue, Cocoa Beach, Brevard County, Florida 32931. 5500 North Corporation submitted an application for a coastal construction control line (CCCL) permit to build on the vacant portion of its property, a seven (7) story building, along with required access drives and parking, as an addition to the Cocoa Beach Days Inn Hotel complex. The site of the proposed Days Inn Tower fronts on the Atlantic Ocean and is located three (3) miles south of Port Canaveral, near DNR survey monument R-16. The application and attached document were compiled and submitted to the Department of Environmental Protection by Plata Engineering, Inc., and consisted of the following documents: Application to the Department for the proposed construction of the building, consisting of three pages, front and back, six pages total. A legal description of the property, and a Warranty Deed for the property demonstrating ownership in 5500 North Corporation. Reduced certified survey of the site, showing control lines and other required information. Reduced Site Plan prepared by Plata Engineering, Inc. Section C - which is a section through the site plan, showing the dune configuration in relation to the proposed building and the construction control lines. A depiction of a section through the proposed building and some of its structural elements. Full size drawing of the proposed site. Turtle assessments form with attached lighting specifications of the manufacturer, and aerial of the site attached. Structural Design Calculations. Complete set of Building Plans, dealing with floor planning, and the structural elements of the calculations that were submitted with the structural calculations. The application was deemed complete, and on May 20, 1993, the Department issued a proposed Final Order issuing Permit Number BE-760 for the proposed structure. Standing of Petitioners Petitioner, Carole Pope, resides in the City of Rockledge, Brevard County, Florida. She is the owner of Lot 11, Block 101 of the platted subdivision known as Avon-By-The Sea which is located in unincorporated Brevard County, north of the existing north boundary of the City of Cocoa Beach. A duplex dwelling unit is located on the parcel. Petitioner occupies one unit annually during the summer. Petitioner Pope's property is not adjacent to the property where the proposed Days Inn Tower is to be located. The property is located approximately three blocks directly north of the proposed building and measures 475 feet east- west by 50 feet north-south and is bounded on the east by the Atlantic Ocean. Petitioners, Hugh and Cora Harris, own property located at Lot 13 of replat of Blocks 104 and 105, Avon-by-the Sea, in the unincorporated land of Brevard County, which borders on the City of Cocoa Beach. Petitioners' property is located across Young Avenue, and north of the property owned by 5500 North Corporation. The Harris's property contains a single family dwelling unit and is adjacent to the property were the proposed Days Inn Tower is to be located. Petitioners, Patricia A. and Eugene A. Wojewoda, own a unit at the Cocoa Beach Towers, a multi-family condominium, which is located north of the property owned by 5500 North Corporation, across Young Avenue, in the City of Cocoa Beach. The Wojewoda's unit is located on property which is adjacent to the property where the proposed Days Inn Tower is to located. Petitioners Wojewodas are Real Estate Brokers and owners of Professional Touch Realty, Inc. One of their four offices is located at 108 Young Avenue, immediately across the street and north of the subject property. Petitioners, Howard and Martha Crusey, own a unit, which they rent out, in the Cocoa Beach Towers, which is located north and adjacent to the property owned by 5500 North Corporation. Petitioners reside at 430 Johnson Avenue in Cape Canaveral, Florida. The Department sent out a notice for public comment to each of the immediate adjacent property owners. Existing Uniform and Continuous Line of Construction As part of the application process, the Department made a determination of the existing line of uniform and continuous construction. The existing line of uniform and continuous construction is a theoretical line that goes from the most seaward extent of the two adjacent structures, where adjacent structures exist, and extends north and south along the seaward edge of the structures. In the instant case, there is historical development of major habitable structures on either side of the parcel for which the proposed building is being constructed and which are co-terminus with the prior CCCL. The footprint of the proposed Days Inn Tower does not extend seaward of the existing uniform and continuous line of construction, although a new structure (Discovery Beach) north of the Cocoa Beach Towers has been constructed landward of the current CCCL. The existing structures, which form the existing line of uniform and continuous construction, have not been unduly affected by erosion. The property was purchased by 5500 North Corporation in 1988. The property was commercially developed with the existing hotel buildings between 1959 and 1962, and the site has been operated as a hotel since that time. The footprint of the building was set by the engineers based on the parking requirements of the City of Cocoa Beach, and environmental concerns. It was determined that if the parking were located on the seaward side of the building, there would be drainage problems, and the need for a storm water treatment system for the parking lot. With the parking lot located landward of the proposed building, there will be no drain off to the side areas, but rather drain off would be to the middle of the property where the exfiltration system is located. The parking lot located landward of the proposed building meets the City of Cocoa Beach parking requirements and the drainage requirements. When siting the footprint of the proposed building, the engineers also took into consideration the fact that if the parking were located on the seaward side of the proposed building, the headlights would shine out to the beach and possibly impact sea turtles nesting. The applicants stated that construction seaward of the control line or 50-foot setback is considered necessary for reasonable use of the property, for the following reasons: The proposed building is basically an addition to a completion of the original concept of the overall hotel complex that was never completed in the past due to either financial or room availability need. The proposed placement seaward of the CCCL can be attributed to the configuration of the existing on-site buildings and the require- ment to satisfy the City of Cocoa Beach's extensive parking and limited access point requirements that have been subjected to this proposed site development. Please note that the proposed building is not being placed seaward of the existing line of continuous construction that has been established by the adjacent buildings to the north and the south. The Department determines necessity based upon the impacts the proposed structure will have on the active beach, and the dune system, and the neighborhood properties including the subject property, how the property is zoned, and whether it is situated behind the existing continuous line of construction. It is the Department's opinion that if the proposed building is in compliance with the standards established in Chapter 16B-33, F.A.C., the necessity of the proposed building has been justified. Impacts to the Beach-Dune System The greater weight of evidence supports the conclusion that the shoreline fronting the site of the proposed Days Inn Tower is stable. This section of the coastline has historically been accretional, and still continues to be accretional. There exists adequate evidence of current littoral trends. There exists accepted methodologies for determining evidence of expected wind, wave, hydrostatic and hydrodynamic forces associated with the design storm event which was presented in 5500 North Corporation's application for CCCL permit. Based on the 1989 Brevard County Study conducted by Olsen and Associates, Inc., there is no erosion at the location of the proposed building, instead the shoreline is prograding seaward instead of landward. Therefore, the shoreline is at least stable or accretional. Based on its in-house analysis, the Department of Environmental Protection conservatively adopted an erosion rate of one foot per year, which is considered a relatively minor erosion rate. Based on the Department of Environmental Protection's projection of the erosion for the area being one foot per year, the location of the proposed building lies well in excess of 200 feet landward of the thirty-year seasonal high water line. Although the proposed structure extends 118 feet seaward of the CCCL, the setback of the proposed building from the existing dune line is significant; therefore, there was no evidence of a threat of impact on the beach, to the beach or dune system as a result of the construction at the specific site. There are existing devices (i.e., an existing fence on the property which funnels people into boardwalks so that people cannot walk uncontrolled on the beach dune system) implemented in Brevard County and specifically on the site which will help manage people impacts as well. The setback between the dune and the proposed construction qualitatively relates to the ability of the site to recover after a one-hundred year storm. If a structure is located too far seaward, either immediately adjacent to or on top of the dune, it would inhibit the natural storm recovery process. The proposed building is set a significant distance landward of the dune formation itself, so there will be adequate room for the dune to recover in the future should there be a one-hundred year storm event. The proposed structure is located at a sufficient distance landward of the beach-dune system to permit natural shoreline fluctuations and to preserve the dune stability and the natural recovery following storm induced erosion. The proposed construction will not have a cumulative impact that will threaten the beach or dune system or its recovery potential following a major storm event. low. Impacts to Adjacent Property Owners The probability of potential impacts to adjacent property owners is One reason the proposed building will not have adverse impacts to adjacent properties is that the proposed building is located significantly landward, and does not go further seaward than the existing line of construction. The adjacent buildings were constructed landward of the previous CCCL. The nature of the design associated with the particular project or the structural components of the design also minimize the impact to the parcel and to adjacent parcels. The first feature of the design of the proposed building is that the major habitable floors of the building are above the elevation of the one- hundred year storm and wave activity on top of the storm surge, so they will not be impacted by the water height or the wave activity of the storm. The second feature of the design of the proposed building is that everything below the habitable floors is designed to break away and lie down during any impact by wave activity, which allows the storm to go through the building rather than having those forces exerted on the building itself. The frangible driveway is designed so that the individual stones will fall as the grade falls, and most of them will end up buried in the event of a storm. The third feature of the design of the proposed building is that the building is elevated on a pile foundation which is sunk to a depth which is sufficient to accommodate for the anticipated erosion of a one-hundred year storm, and the pile caps are sunk well into the ground so that they do not contribute to erosion. Therefore, the building has been designed to withstand the one-hundred year storm, and the dynamics of the storm are allowed to go through the building and to be dissipated, in contrast to endangering the building or endangering adjacent properties. Due to the fact that the proposed building is "super-elevated and the portions that are actually impacted by the one-hundred year storm being frangible," the proposed building will not impact the adjacent properties. The proposed Days Inn Tower would serve to protect the adjacent Cocoa Beach Towers, and Petitioner Harris's property, by blocking the impact of a storm coming from the southeast. The proposed structure is designed so as to minimize any expected adverse impact on the beach dune system or adjacent properties or structures and is designed consistent with Section 16B-33.005, Florida Administrative Code. The proposed building meets the requirements of Chapter 161, Chapter 16B-33, Florida Administrative Code. Structural Design of Proposed Building The applicant provided adequate engineering data to the Department concerning the construction design of the building. The structure is designed in accordance with the minimum building code adopted for the area pursuant to Section 553.70-553.895, Florida Statutes. The proposed building is designed in accordance with the local code, and, in the opinion of the structural engineer who designed the building, either meets or exceeds the required codes. The proposed building is designed in accordance with Section 6, American National Standards/American Society of Civil Engineering 7-88 (July 1990) "Minimum Design Loads for Buildings and Other Structures", and has a minimum basic wind speed of 110 miles per hour. The proposed building is designed so that the building and its components will not become airborne missiles. The plans for the windows and doors require that they meet the 110 miles per hour wind loads. The proposed building is made of concrete reinforced masonry, and does not have bricks or attached masonry which could detach in a storm and become airborne. There are no substantial walls or partitions to be constructed below the level of the first finished floor, except for the elevator and stairs, seaward of the CCCL. The walls on the first floor are frangible walls which are designed to resist the 110 mile per hour wind pressure, but they lie down or collapse into the erosion hole created under wave surge pressure. The frangible walls are made of 4-inch thick concrete with reinforcing rods inside them, and are cut into 4 foot by 4 foot panels. The Department of Environmental Protection requires that any walls constructed below the one-hundred year storm surge plus storm wave elevations be frangible walls. The structural design considered the hydrodynamic loads which would be expected under the conditions of a one-hundred year storm event. The calculation for wave forces on building foundations and building superstructures is based on minimum criteria and methods given in professionally recognized documents accepted by the Bureau of Coastal Engineering and Regulation with the Department. The structural design considered hydrostatic loads which would be expected under the conditions of maximum water height associated with a one- hundred year storm event. The calculations for hydrostatic loads considered the maximum water pressure resulting from a fully peaked, breaking wave superimposed on the design storm surge. Both free and confined hydrostatic loads were considered in the design calculations. Hydrostatic loads which are confined were determined using the maximum elevation to which the confined water would fully rise if unconfined. Vertical hydrostatic loads were considered as forces acting both vertically downward and upward; however, there is no action upward because the maximum water level is at midlevel of the first floor and does not reach the second floor. The structural design considered the hydrodynamic loads which would be expected under the conditions of a one-hundred year storm event. The calculations for hydrodynamic loads considered the maximum water pressure resulting from the motion of the water mass associated with a one- hundred year storm event. Full intensity loading was applied on all structural surfaces above the design grade which would effect the flow velocities, which are above the first floor and are not reached by the wave surge. The proposed building is elevated on, and securely anchored to, an adequate pile foundation in such a manner as to locate the building support structure above the design breaking wave crests or wave uprush as superimposed on the storm surge with dynamic wave set up of one-hundred year storm. The piling foundation is designed to withstand anticipated erosion, scour, and loads resulting form a one-hundred year storm, including wind, wave, hydrostatic and hydrodynamic forces, and the pile caps are located below the erosion line as indicated by the Department's information and graphs. The elevation of the soil surface used in the calculation design grade is less than that which would result from the anticipated beach and dune erosion due to the one-hundred year storm event. The erosion calculations for foundation design account for all vertical and lateral erosions and scour producing forces. The pile caps are set below the design grade which includes localized scour, and are designed for the erosion of soil during the one-hundred year storm event. The piles are driven to a penetration which achieves adequate bearing capacity taking into consideration the anticipated loss of soil above the design grade, based on information provided by the geotechnical engineer's recommendation and the Department's requirements. The design plans and specifications submitted as part of the permit application for the proposed Days Inn Tower are in compliance with the standards established in Rules 16B-33, Florida Administrative Code. Turtle Impacts There is a two prong test which the proposed structure must meet to determine if the proposed building would have an adverse impact on nesting sea turtles. First, the proposed structure must not occupy marine turtle habitat, and second, the proposed structure's lighting must be adequate to eliminate adverse impacts to marine turtles. The effects of pedestrian traffic or flashlights on the beach are not considered by the Department when reviewing a permit application for adverse impacts to the marine turtles. The proposed building is sited significantly landward of the nesting beach, which is evidenced by the 75-foot wide dune stretch; therefore, it is not anticipated that the structure will result in any direct mortality of any marine turtle, nor would the building result in the degradation of the marine turtle nesting habitat. The proposed seven story structure will not occupy marine turtle habitat. The permit requirement to do dune restorative work, proposed by the Department, enhances the marine turtle habitat by further building the dune and enhancing the dune. Although the turtles do not nest beyond the dune crest, the dune is an integral part of protecting the habitat. There is a potential that the building, due to its height, could enhance marine turtle nesting habitat by blocking out the ambient glow from the City of Cocoa Beach which would create a dark beach directly in front of the proposed structure which could attract nesting. The applicant submitted a lighting plan to the Department which complied with the guidelines that are established in the information form entitled "Assessment to reduce impacts to marine turtles for lighting to reduce adverse impacts associated with coastal lighting." There are two main components of the lighting plan associated with the proposed building: the parking lot lights and the structural lighting. The parking lot lighting is designed as low-level Ballard-style lighting which is only 48 inches above the grade and emits light in a downward direction which will not be directly visible from the beach. The parking lot lighting design is the type recommended by the Department for parking lots, and is a good lighting design. The Department also recommends that an applicant plant hedges or landscape features to block out parking lights. The applicant is proposing to plant hedges in front of the 18 parking spaces that are on the seaward side of the proposed building. The structural lighting plan does have lighting on the seaward facade of the proposed building, which is not recommended by the Department, but the lights are designed to eliminate or significantly reduce the impact to marine turtles. The lights consist of canister, shielded, down-casting lights on the balconies which house a yellow bug lamp which is less impactive to turtles, and which is acceptable to the Department. The Department issued an approval letter regarding the proposed building to the project engineer which contained permit conditions for the protection of the marine turtles in association with the project. The permit conditions are as follows: No construction, operation, transportation or storage of equipment or materials is authorized seaward of the existing chain link fence located approximately 175 feet seaward of the coastal construction control line. No temporary lighting of the construction area is authorized at any time during the marine turtle nesting season (March 1 through October 31). All permanent exterior lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional permanent exterior lighting is authorized. c All windows and glass doors visible from any point on the beach must be tinted to a transmittance value (light transmission form inside to outside) of 45% or less through the use of tinted glass or window film. Pursuant to the Department's requirements, the proposed construction will not have an adverse impact on nesting sea turtles, their hatchlings, or their habitat. Vegetation Impacts The vegetation patch on the dune system is approximately seventy five feet wide under today's conditions, and is probably growing to some degree. The vegetation system is basically comprised of a low-level dune which is planted both naturally and artificially with indigenous, salt-tolerant type vegetation, and sea oats. The existing line of construction which the proposed building is set behind is well landward of the zone of indigenous vegetation. Special condition #4 contained in the permit issued by the Department requires the applicant to convert some of the existing sodded area between the vegetation limits and the proposed construction to plantings with indigenous vegetation, which will serve to enhance the dune system. The native beach vegetation will be adequately protected by the permit conditions, given the location of the construction. Local Government Approvals On June 3, 1992, the Cocoa Beach Board of Adjustment granted a variance to the CCCL to the 5500 North Corporation for construction of the proposed building. Challenges to decisions of the City's Board of Adjustment is to the circuit court. In the instant case, the time for challenging the decision of the Board has expired. The City of Cocoa Beach Planning Board has the authority to approve site plans for site specific construction. The City's Planning Board has the responsibility of ensuring that the site plan conforms with the Comprehensive Plan and to recommend changes, if needed, to the City Commission. On July 13, 1992, the Cocoa Beach Planning Board voted to approve the site plan for the proposed building submitted by the 5500 North Corporation. The decision of the Planning Board granting approval of the 5500 North Corporation's site plan showed part or all of the building was seaward of the CCCL. The Petitioners did not file an appeal of the Planning Board's decision with the City Commission. Nor did they challenge the Planning Board's action in the circuit court. The 5500 North Corporation was not required to apply to the city commission for an amendment to the Cocoa Beach Comprehensive Plan in order to permit the proposed hotel tower to be located in the designated high hazard area. On July 6, 1993, the Building Official issued a building construction permit to the 5500 North Corporation for the proposed building, which has been subsequently extended for an unknown period of time. There are no other permits or local government requirements which have not been met by 5500 North Corporation. The applicant submitted written evidence to the Department from the City of Cocoa Beach, who has jurisdiction over the project, which stated that the project does not contravene local setback requirements, or zoning and building codes.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the Department of Environmental Protection issue Permit Number BE-760 to the 5500 North Corporation, subject to the conditions proposed in the proposed Final Order. DONE and ENTERED this 24th day of March, 1994, in Tallahassee, Florida. DANIEL M. KILBRIDE Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 24th day of March, 1994. APPENDIX The following constitutes my specific rulings, in accordance with section 120.59, Florida Statutes, on proposed findings of fact submitted by the parties. Petitioners' Proposed Findings of Fact Accepted in substance: paragraphs 1 (in part) 2, 3 (in part), 4, 5, 6, 7, 8 (in part), 10, 12 (in part), 13, 16 (in part), 17, 18, 19, 23 (in part), 24 (in part), 26 (in part), 27 (in part), 29 (in part), 31 (in part), 38 (in part), 49, 51, 63, 68 (in part), 69, 70, 71, 73 (in part). Rejected as against the greater weight of evidence: paragraphs 15 (in part), 16 (in part), 27 (in part), 46, 50 (in part), 82 (in part). Rejected as subsumed, argument or Conclusions of law: paragraphs 1 (in part), 14, 15 (in part), 16 (in part), 21, 23 (in part), 25, 26 (in part), 27 (in part), 28, 29 (in part), 30, 31 (in part), 32, 33, 34 (in part), 35, 36, 37 (in part), 38 (in part), 39, 40, 41, 42, 43, 44, 45, 47, 48, 50 (in part), 52, 56, 57, 58 (in part), 59 (in part), 61, 62, 64, 65, 66, 67, 68 (in part), 72 (in part), 73 (in part), 76, 77, 78, 79, 80, 81, 82 (in part), 83, 84. Rejected as irrelevant or immaterial: paragraphs 3 (in part), 5, 8 (in part), 9, 11, 12 (in part), 20, 22, 24 (in part), 34 (in part), 53, 54, 55, 58 (in part), 59 (in part), 60, 72 (in part), 74, 75. Respondent's Proposed Findings of Fact: Accepted in Substance: paragraphs 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16 (in part), 17, 18, 19, 20, 22, 23, 24, 25, 27, 29, 30, 35, 36 (in part), 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 92, 93 (in part) 94, 95, 96, 97, 98, 99, 100, 101, 102, 104, 105, 106, 107, 108, 109, 110, 111, 112, 113, 114, 115, 116, 117, 118. Rejected as against the greater weight of evidence: paragraph 16 (in part). Rejected as subsumed, argument or irrelevant and immaterial: paragraphs 21, 26, 28, 31, 32, 33, 34, 36 (in part), 61, 87, 88, 89, 90, 91, 93 (in part), 103. COPIES FURNISHED: Virginia B. Wetherell, Secretary Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Kenneth Plante Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Hugh and Cora Harris (pro se) 208 Young Avenue Cocoa Beach, Florida 32931 Howard and Martha Crusey (pro se) 430 Johnson Avenue, Apartment #304 Cape Canaveral, Florida 32920 Carole Pope (pro se) 715 Rockledge Drive Rockledge, Florida 32955 Patricia and Eugene Wojewoda 830 North Atlantic Avenue Cocoa Beach, Florida 32931 Dana M. Wiehle, Esquire Assistant General Counsel Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road, MS-35 Tallahassee, Florida 32399 Wilbur E. Brewton, Esquire Kelly Brewton Plante, Esquire Taylor, Brion, Buker & Greene 225 South Adams Street, Suite 250 Tallahassee, Florida 32301
Findings Of Fact The Respondent is and at all times material hereto was a certified general contractor, having been issued license No. CG017743. That license is presently in inactive status. In August, 1980, the Respondent submitted an application to the Palm Beach County Construction Industry Licensing Board in order to take the examination for qualifying as a drywall contractor. A check for the required fee was submitted with the application. While the application was being processed, an official of the Board received a letter stating that the Respondent did not have the necessary experience to take the drywall examination. The Board official, Mr. Edward R. Flynn, contacted the Respondent and asked her to meet with him regarding the application. At the meeting, Respondent was confronted with the information that the experience resume, citizenship, and social security information were not true. Respondent became very tearful and asked to withdraw the application. Other than her statement that she had been a bookkeeper and done some estimating for a contracting firm, Respondent had very little to say in response to Mr. Flynn's questions. She provided no other specific information in the meeting. Mr. Flynn returned her check but did not return the application. The following information in the application was false: Her citizenship was shown on the application as a United States citizen when, in fact, she was a citizen of Canada. The social security number entered on the application was Respondent's Canadian social security number, not a U.S. social security number. The resume attached to the application reflects that Respondent worked from 1971 to 1973 as a laborer for Smith Plastering. This was not true. The resume also states that Respondent was a project supervisor for all phases of drywall, stucco, and insulation for five years. This information was false. Respondent did not work as a "project supervisor" with the listed employer, ALC Interior Systems of Florida, Inc. The application was signed by the Respondent before a notary on July 28, 1980. The Respondent also signed the resume as well as a verification of construction experience from Smith Plastering employment from 1971 to 1973. In May, 1980, Respondent filed her application with the Florida Construction Industry Licensing Board to take the State Certified Contractor's Examination. As a part of that application, the Respondent listed her experience from 1974 to May, 1980, as project supervisor supervising all phases of construction. This information was false. From 1974 to 1980, the Respondent was employed as controller of ALC Interiors. She performed bookkeeping and other financial related functions. She was not a project supervisor and did not supervise construction for ALC. The Respondent also placed her Canadian social security number on the state application. The Respondent signed the state application before a notary public on April 4, 1980. Pursuant to her state application, Respondent passed the State Certification Examination for General Contractors in October, 1980, and in February, 1981, was issued license number CG017743.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That Respondent's license as a certified general contractor be revoked. DONE and ENTERED this 20th day of July, 1983, in Tallahassee, Florida. MARVIN E. CHAVIS Hearing Officer Division of Administrative Hearings 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 20th day of July, 1983. COPIES FURNISHED: Michael J. Cohen, Esquire Mr. James Linnan 2715 East Oakland Park Boulevard Executive Director Suite 101 Construction Industry Ft. Lauderdale, Florida 33306 Licensing Board Post Office Box 2 Herbert P. Benn, Esquire Jacksonville, Florida 32202 Blank & Benn 1016 Clearwater Place West Palm Beach, Florida 33402 Mr. Fred Roche Secretary Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32301
Findings Of Fact At all times pertinent to the allegations contained in the Administrative Complaint, the Respondent, Larry A. Moore, was certified as a law enforcement officer and corrections officer in Florida. The Petitioner, Criminal Justice Standards and Training Commission, (Commission), is the state agency responsible for the certification of law enforcement and corrections officer in Florida. During the months of November and December, 1987, Respondent was employed as a police officer by the City of Riviera Beach, Florida. In December, 1987, Officer Chris Hamori was a traffic officer with the same department. He had been issued certain equipment for his personal use on duty in which he had placed his personal identification mark. The equipment, primarily a windbreaker, a raincoat, a flashlight and other items necessary for traffic accident investigation, was kept in the trunk of the patrol car signed out to him. He was the only operator of that vehicle, though numerous department cars, all of the same make and model, were identically keyed. Therefor, any key for any of the vehicles would open and operate any of the other identical vehicles. On December 8, 1987, Officer Hamori was assigned to teach a class at a junior college in the next county to the south. When he got there, it was raining and he went to the trunk to get his raincoat but found it missing. He had to get to class and so did not search the trunk at that time. During the mid-class break, however, he again went to the car to make a more thorough search and discovered that his trunk had been rifled and not only his raincoat but his windbreaker as well were missing. There was no evidence of breaking into the trunk. Officer Hamori reported the theft the next morning and went to the Department's property custodian to let them know as well. At that time he was issued another raincoat and windbreaker which, according to the property custodian, Ms. Bell, had just been turned in by the Respondent who was leaving employment with the Department. Officer Hamori noted, from the lack of patches on the windbreaker, that it was much like his and upon further checking, noted that his name appeared on the underside of the right sleeve where he had placed it when the garment was initially issued to him. He also noted that the raincoat had his name written on the inside of the placket where he had placed it when the coat was initially issued to him. From this, he determined that these two garments were the ones taken from his car, without his knowledge or permission, the previous day. Ms. Bell was quite certain that the items in issue here had been turned in to her that same day by the Respondent. When he brought them in, she cleared his property account and placed the items off to the side. She had not had time to place them back into stock. Notwithstanding Respondent's urging that other individuals than Ms. Bell had access to the property storage area, she indicated that no one else turned in any items of that nature that day. Respondent was the only one to turn in equipment that day and, as was stated, she had not put it back into stock when Hamori came in to ask for a reissue. It is found, therefore, that the property turned in by Respondent was the property issued to Officer Hamori and was the same property which had been taken from him without permission. Respondent urges that numerous people could have gotten into Respondent's patrol car and taken his property because of the large number of keys out that would fit it. This is true, but the evidence is uncontrovertible that the property turned in by the Respondent was the property taken from Officer Hamori's car the day before and there is some evidence in fact, that Respondent indicated to Sergeant Lobeck, his immediate supervisor, that he needed some equipment, including a raincoat, to turn in when he left the Department's employ. It is found, therefore, that Respondent is the individual who took the property in question from Officer Hamori's car. Had this not been discovered, the Department would have been out the cost of the equipment since, because it had been stolen from Hamori, Hamori would have been released from liability for it. Only the property initially issued to Respondent was not returned, and though he ultimately paid for it, at the time in issue, he took it from Hamori without authority. Toward the end of 1988, Assistant Chief of the West Palm Beach Department, attempted to locate the Respondent, then a patrolman with that agency, due to a schedule change. At that time, Respondent was not where he was supposed to be and had not advised the Department of his whereabouts. He was finally located at the Mt. Vernon Motor Lodge in West Palm Beach. Discussions with the manager of that facility indicated that the Respondent had moved out without paying the full amount of the room rent owed and had left his room in a messy and unclean condition. Abel Menendez was the manager of the Mount Vernon Motor Lodge during the period September through November, 1988. During that time, Respondent, who represented himself incorrectly as an employee of the Sheriff's office, rented a room at the motel, paying a rate therefor of $135.00 per week. Respondent was to pay his rent in advance and at first did so, but after a while, he began to get behind in his payments and Mr. Menendez had trouble finding him. When it became clear that Respondent could not bring his arrears current, Mr. Menendez agreed that he could make partial payments to catch up, but he never did so. Finally, in November, along with Mr. Fishbein, the motel owner, Mr. Menendez told Respondent he would have to pay up or move out. When Respondent first began to fall behind in his rent, Mr. Menendez contacted representatives of the West Palm Beach Police Department and gave them a summary of the charges owed by Respondent. The last payment made by Respondent was $135.00 on November 11, 1988, which left a balance due of $500.00 which was never paid. Respondent is alleged to have left the motel during the night of November 11, 1988. According to Mr. Menendez, Respondent "destroyed" the room before his departure. Some of his clothes and things were left in the room. The room was examined the following day by Sgt. Chappell, also of the Department, who had gone there to look for the Respondent at the direction of Captain Griffin. This officer observed holes punched in the walls, and trash and dirty diapers in the room. He never located Respondent. Chief Bradshaw subsequently spoke with the Respondent about this situation and based on the facts as he determined them, terminated Respondent's probationary status with the Department and discharged him. In their discussion, Respondent indicated he had an arrangement with the motel manager, but this was only partially true. The arrangement was to pay in installments but Respondent abandoned the room without doing so. He was locked out by the management the following day. Even though Respondent agreed with Chief Bradshaw to make payments of the amounts owed, he may not have done so. As a result, criminal charges were filed against him. The criminal charges were subsequently disposed of by a Deferred Prosecution Agreement entered into by the Respondent and the State in June, 1989. By the terms of that agreement, Respondent agreed to pay off the obligation at a rate no less than $100.00 per month. However, Mr. Moore never paid any money to the motel because, due to a total mixup in the motel's paperwork, they were never able to establish to whom the money was to be paid. As a result, the matter was ultimately disposed of by the State entering a nolle prosequi in the case. Respondent's public defender, Ms. Kretchmer, remembers Respondent's repeatedly indicating he wanted to pay off the obligation, however. Respondent's wife, with whom he was living in the motel prior to their marriage, recalls having offered Mr. Menendez $300.00 the day before the Moores moved out. Mr. Menendez would not take it, however, indicating he wanted to receive it from Respondent. When Respondent came by, she gave him the money and they went to Menendez to pay him but he would accept only $150.00 and told Moore to keep the rest and not worry about it because, due to the fact he was a policeman, they "needed him around there." Shortly thereafter, however, Mrs. Moore heard Mr. Menendez complaining to the police about the amount owed. She claims Moore tried to make payments several times and whenever he would do so, Menendez would get upset. It was her understanding that Menendez was getting pressure from his boss to collect what was due and get the records straight. He mentioned to her that the motel cash account was short and he was being accused of taking the money. There is some evidence that Moore was not the only one having trouble with rent payments at the motel at that time. When he found that out, he decided to move but Mr. Menendez begged him not to go because his presence as a policeman helped in curbing drugs, gambling and prostitution there. Mrs. Moore absolutely denies that she and Respondent ever hid from Mr. Menendez nor did they sneak out during the night. They checked out in broad daylight at 11:45 in the morning with Mr. Menendez standing by. At that time, Menendez threatened to call the police but, according to Respondent, he, Moore did so instead, but could get no one in authority to listen or help him. Even after they left, Moore called and spoke with Menendez several times but was still subsequently arrested on the defraud charge. According to Mrs. Moore, they at no time damaged the room. At the time they left, the motel was fixing the air conditioner which caused some damage, but that's the only damage in the room when they left. Before they left, she cleaned the room so that it was in the same condition when they left as it was when they moved in. Respondent claims that when he began work with the West Palm Beach Police Department he discussed his rent problems with police officials and told them he had an arrangement with the motel to pay off the arrears. He admits he then got behind and when he tried to pay, the figures kept changing because of the absence of rental records. When he left, his disagreement with the motel was over the amount owed. He called the police to get a witness to his request for a firm bill, but by that time, he had already been terminated and the police would not come out. He had already had his discussion with Chief Bradshaw who, he claims, had told him to take care of the bill whatever the amount. He felt this was unfair, however, because he was told to pay whatever was asked regardless of whether he owed it or not. Respondent was ordained and licensed as a minister by the Church of God, 629 5th Street, West Palm Beach, on January 3, 1992. His minister the Reverend Preston Williams has found him to be a nice person and a well mannered person dedicated to his work, who has served with him in the local ministry since 1985.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is, therefore; RECOMMENDED that a Final Order be entered in this case, dismissing the allegation of defrauding an innkeeper as alleged in the original Administrative Complaint, finding Respondent guilty of unlawfully taking the property issued to officer Hamori as alleged in the Amended Administrative Complaint, and revoking his certification as a correctional officer and as a law enforcement officer. RECOMMENDED in Tallahassee, Florida this 24th day of April, 1992. ARNOLD H. POLLOCK Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 24th day of April, 1992. COPIES FURNISHED: Gina Cassidy, Esquire Department of Law Enforcement Post Office Box 1489 Tallahassee, Florida 32302 Larry A. Moore 5100 45th Street, Apt. 1-A West Palm Beach, Florida 33401 James T. Moore Commissioner Department of Law Enforcement Post Office Box 1489 Tallahassee, Florida 32302 Rodney Gaddy General Counsel Department of Law Enforcement Post Office Box 1489 Tallahassee, Florida 32302 Jeffrey Long, Director Criminal Justice Standards Training Commission P. O. Box 1489 Tallahassee, Florida 32302
