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.
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
The Issue Whether Glenda Parris (Respondent), while employed as a West Palm Beach Code Enforcement Officer, violated section 112.313(6), Florida Statutes,1/ by using her position to rent property and/or gain preferential treatment at a court proceeding and, if so, the appropriate penalty. Whether Respondent, while employed as a West Palm Beach Code Enforcement Officer, violated section 112.313(7), by having a contractual relationship that conflicted with her official responsibilities and, if so, the appropriate penalty.
Findings Of Fact At the times relevant to this proceeding, Respondent was employed as a West Palm Beach Code Enforcement Officer. Respondent is subject to the requirements of part III, chapter 112, which consists of sections 112.311 - 112.326, and is known as the Code of Ethics for Public Officers and Employees. Respondent's assigned duties included inspecting, observing, reporting, and enforcing the City of West Palm Beach's code regulating zoning, housing, and the environment Respondent's was assigned a work zone in West Palm Beach that included 231 Lytton Court (the subject property). At the times relevant to this proceeding, Dr. Rhonda Nasser was the owner and/or principal of El Nasco II, a limited liability company. El Nasco II owned the house at 231 Lytton Court. In the summer of 2010, Respondent issued multiple notices of violation to Dr. Nasser relating to the subject property. In July 2010, Respondent and Dr. Nasser met at the subject property to discuss the notices of violation. At that meeting, Respondent asked Dr. Nasser if she could rent the subject property. Respondent was on duty and in her uniform when she negotiated the lease of the subject property. Dr. Nasser entered into an agreement with Respondent for Respondent to rent the subject property for $1,200.00 per month beginning in August 2010. As soon as she moved in to the subject property, Respondent began to complain to Dr. Nasser as to items that needed to be repaired or replaced. Respondent wrote a demand letter on August 31, 2010, that referenced code requirements. On November 3, 2010, wrote a second demand letter that also referenced code requirements. Dr. Nasser testified, credibly, that she believed that Respondent was threatening to use code violations to support her demand as to items that needed to be impaired or replaced. Dr. Nasser's belief was reasonable. Respondent began to withhold rent because Dr. Nasser would not make the improvements Respondent had demanded. At the end of January or the beginning of February 2011, Dr. Nasser initiated eviction proceedings against Respondent due to Respondent's failure to pay rent. John Frasca has been employed as a West Palm Beach Code Enforcement Officer for more than 11 years. Respondent asked Mr. Frasca on two separate occasions prior to May 26, 2011, to inspect the subject property. At the first inspection, Respondent deliberately withheld the fact that she lived at the subject property. At the time of the second inspection, Respondent pressured Mr. Frasca to complete the inspection and informed him that she needed the inspection report for her attorney. A rental license for a residence is the official authorization from the City of West Palm Beach that an owner may rent its residence and that the residence will be inspected. A rental license guarantees to a renter that the residence has been inspected and maintained, and is meeting all current codes. A rental license is required by the city code. Mr. Frasca discovered that the owner of the subject property had no rental license. Respondent should have known that the owner did not have a rental license, and she should have refused to rent the property until the owner obtained a rental license. The eviction proceedings initiated by Dr. Nasser progressed to a court hearing before a judge. At the eviction hearing, Respondent wore her work uniform, which consisted of dark colored pants, a code enforcement badge on her belt, and a shirt with "City of West Palm Beach, Code Enforcement" written on it. Dr. Nasser believed that Respondent wore the uniform in court to give the appearance that Respondent was an expert in code enforcement. Alleged code violations came up as an issue during the eviction hearing. Respondent argued that she withheld the payment of rent because Dr. Nasser would not correct perceived code violations. Following the eviction hearing, Dr. Nasser contacted John Alford, who was, at that time, the Director of Public Works for West Palm Beach. Mr. Alford supervised the West Palm Beach Code Enforcement Department, including the code enforcement officers. There existed an unwritten policy that code enforcement officers were not to wear their uniforms on unofficial business. Mr. Alford had admonished the code enforcement officers, including Respondent, to "take care while wearing the badge." The City of West Palm Beach investigated Respondent's actions and prepared a document titled "Timeline - 231 Lytton Ct., WPB." That document, which is in evidence as Exhibit 9, reflects Respondent's actions regarding the subject property. West Palm Beach uses a computer tracking system called Community Plus System that tracks all activities relating to a building code complaint and/or violation. A code officer puts in all information related to an inspection plus action taken for the property by its owner or a magistrate. The public can go to a website to view the status of a property in the City. The City prepared a report based on the Community Plus System for the subject property. Mr. Alford determined that Respondent had manipulated entries for the subject property in the Community Plus System by changing information relating to inspections. On June 7, 2011, Mr. Alford notified Respondent in writing that he was going to terminate her employment. On July 6, 2011, Respondents' employment was terminated for violations of the City's Employee Handbook and Code of Ethics. Mr. Alford determined that Respondent's actions of proposing and negotiating a lease agreement while on duty and in uniform violated subparagraph 6 of the City's Ethics Policy 4.4, which is as follows: "City representatives shall not engage in financial transactions using non-public information or allow the improper use of such information to further any private interest or gain." Mr. Alford also determined that Respondent violated the City's Code of Ethics provision 4.4 by wearing her City-issued uniform and badge to court for a personal matter giving the appearance that she was acting on behalf of the City.
Recommendation Based on the foregoing findings of fact and conclusions of Law, it is RECOMMENDED that the Florida Commission on Ethics enter a Final Order and Public Report that finds that Respondent, Glenda Parris, violated section 112.313(6) and imposes against her a civil penalty in the amount of $500.00. It is further RECOMMENDED that the Florida Commission on Ethics enter a Final Order and Public Report that finds that Respondent, Glenda Parris, violated section 112.313(7) and imposes against her a civil penalty in the amount of $500.00, for a total civil penalty of $1,000.00. DONE AND ENTERED this 4th day of March, 2013, in Tallahassee, Leon County, Florida. S CLAUDE B. ARRINGTON 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 4th day of March, 2013.
Findings Of Fact On or about March 3, 1976, the Board served its Administrative Complaint upon the Licensee. On May 18, 1976 the Licensee filed its Answer to the Administrative Complaint. The final hearing in this case was scheduled by Notice dated April 13, 1976, and was rescheduled by Notice dated May 27, 1976. John C. Ledbetter holds Certified General Contractor's License No. CG C5281 issued by the Florida Construction Industry Licensing Board. The Licensee Ledbetter has been a certified contractor at all times relevant to this proceeding. The Licensee was the co-developer of a condominium project known as Ocean Palm Villas South or Ocean Palms Riverfront Condominium. Gerald M. Hadley, Sr., a certified contractor was initially listed as the general contractor for the project. Later Neil Wayne Smith was designated the general contractor. Smith was discharged as the general contractor, and by letter dated June 11, 1973 the Licensee notified the North Peninsular Zoning Commission that he would be substituted as the general contractor. Shortly thereafter Gerald M. Hadley was again designated the general contractor, and the change was acknowledged by the forth Peninsular Zoning Commission by letter dated August 28, 1973. Construction on Ocean Palm Villas South did not commence until after August 28, 1973. No construction was undertaken during the time that Ledbetter was designated as the general contractor. The general contractor was responsible for installation of the walls in Ocean Palm Villas South. A subcontractor was utilized to install the dry wall, but the wall construction was supervised by the general contractor. The original plans called for use of 5/8" thick gypsum wallboard. The wall units were to be installed in the manner depicted in Board Exhibit 5. The gypsum was to be nailed on either side of 4" studs, with insulating material laid between the studs. 5/8" gypsum was not available to the general contractor. 1/2" gypsum wallboard was utilized. A new wall assembly was planned. With this assembly gypsum wallboard was nailed to studs, but the wallboard on the other side of the wall was nailed to alternately interspaced studs. Insulating material was woven between the interspaced studs. (See: Board Exhibit 3). The decision to use this assembly was made by Gerald A. Hadley, a labor foreman. Hadley's father was the general contractor, and was consulted in making the decision. A Mr. Rasmussen, the building inspector, was consulted about the wall assembly, and he gave his approval. At the time that construction was under way on the Ocean Palm Villas South project, the 1965 Edition with Revisions of the Southern Standard Building Code was in effect in the North Peninsular Zoning District of Volusia County. The Ocean Palm Villas South project lied within that district. The wall assembly utilized by the general contractor does not precisely follow any of the assemblies set out as appropriate in the code. The wall assembly utilized does, however, meet the one hour fire resistance standard required by the code. There was no evidence presented at the hearing from which it could be concluded that the Licensee Ledbetter had any knowledge of the wall assembly utilized in this project other than what was set out in the original plans. Ledbetter was not the contractor for the project when the assembly was constructed.
Findings Of Fact South Palm Beach Utilities Corporation is a private provider of water and sewer services in Palm Beach County, Florida. It is presently operating within a specified service area according to a certificate issued by the Public Service Commission. The utility is seeking to expand its service area north of the present boundaries, and has filed various notices of its intention with the Public Service Commission. As to some of these notices, no protests were filed, and the utility has commenced preliminary engineering planning activities to provide water and sewer lines to those areas. Palm Beach County has filed timely protests with respect to four off the parcels to which the utility is proposing to extend its certified service area. These four properties have been called the "Atlantic," "Mitchell," "Snow," and "Benson" properties. In its notices, the utility described the "Atlantic" property as follows: Tracts 49 thru 56 inclusive; 73 thru 88 inclusive and 105 thru 120 inclusive, in Section 21; and Tracts 9 thru 24 inclusive; 41 thru 56 inclusive; 73 thru 88 inclusive; and 105 thru 120 inclusive, in Section 28, all as shown on Palm Beach Farms Company Plat No. 1, as recorded in Plat Book 2, Pages 26, 27 & 28, Public Records of Palm Beach County, Florida, together with the West Half of the East Half of Section 21 and the West Half of the East Half of Section 28, all in Township 46 South, Range 42 East, Palm Beach County, Florida. EXCEPTING therefrom the dedicated public right of ways of record, as shown on the said Palm Beach Farms Company Plat No. 1, and the Plat of Delray Roads (containing 10.9500 acres) and the following Lake Worth Drainage District right of ways: LWDD Canal L-34: Beginning at a point where the Southerly line of a public right of way, 120.0 feet wide known as Del Ray West Road (State Road 806) intersects the North & South Quarter Line of Section 21, Township 46 South, Range 42 East, Palm Beach County, Florida, said point being S 1 degree 54' 34" E, 34.13 feet from the North Quarter Corner of said Section 21; run thence along said Quarter Section Line S 1 degree 54' 34" E, 90.02 feet; thence N 89 degrees 18' 11" E, 1342.63 feet to the East line of the West Half of the East Half of said Section 21; thence along said East Line N 2 degrees 06' 02" W, 90.03 feet to the South Line of said Del Ray West Road; thence along said South Line S 89 degrees 18' 11" W, 1342.33 feet to the Point of Beginning, Containing 2.7737 acres; LWDD Canal L-35: The South 10.0 feet of the West Half of the Northeast Quarter; the North 80.0 feet of the West Half of the Southeast Quarter; the South 15.0 feet of the Northwest Quarter (less the West 55.0 feet); and the North 75.0 feet of the Southwest Quarter (less the West 55.0 feet), in Section 21, Township 46 South Range 42 East, Palm Beach County, Florida, Contain- ing 8.2207 acres; LWDD Canal L-36: The South 15.0 feet of the West Three-Quarters of Section 21 (Less the West 55.0 feet); and the North 75.0 feet of the West Three-Quarters of Section 28 (less the West 40.0 feet); all in Town- ship 46 South, Range 42 East, Palm Beach County, Florida, Containing 8.2672 acres; LWDD Canal L-37: The South 40.0 feet of the North Half of the West Three-Quarters; and the North 50.0 feet of the South Half of the West Three-Quarters of Section 28, Township 46 South, Range 42 East, Palm Beach County, Florida, (Less the West 40.0 feet Thereof), Containing 8.1733 acres; LWDD Canal L-38: The South 105.0 feet of the West Three-Quarters of Section 28, Township 46 South, Range 42 East, Palm Beach County, Florida (less the West 40.0 feet thereof), containing 9.6120 acres; and LWDD Canal E-3: The West 55.0 feet of the South Half, and the West 55.0 feet of the South 664.91 feet of the North Half of Section 21; and the West 40.0 feet of Section 28, all in Township 46 South, Range 42 East, Palm Beach County, Florida, con- taining 9.2135 acres. Containing a net acreage of 816.1290 acres. The utility described the "Mitchell" property as follows: All of Tracts 65 to 128 inclusive, Section 29, Township 46, South, Range 42 East, (less 30.59 acres sold to Florida State Turnpike Authority and more particularly described in Deed Book 1104, Page 577), The Palm Beach Farms Co. Plat No. 1, according to the Plat thereof on file in the Office of the Clerk of the Circuit Court in and for Palm Beach County, Florida, recorded in Plat Book 2, Pages 26 to 28. The "Snow" Property is described as follows: The North half of Sections 31 & 32, Town- ship 46 South, Range 42 East, Palm Beach County, Florida, and also known as Tracts 1 through 60, Block 71 and Tracts 1 through 64 of Block 70, Palm Beach Farms Company, Plat No. 3, as recorded in Plat Book 2, Page 52, Palm Beach County, Florida. At the hearing, the utility amended its notice with respect to the "Snow" property to withdraw its intention to provide service to the north half of Section 32, or that property east of Lyons Road. As to the property west of Lyons Road, being the north half of Section 31, the utility maintains its intention. The "Benson" property has been described by the utility as follows: Tracts 65 through 70, 91 through 102, and 123 through 128, Block 70, Palm Beach Farms Company, Plat No. 3, Plat Book No. 2, as recorded on Page 52 wholly within the South Half of Section 31, Township 46 South, Range 42 East, Palm Beach County, Florida. [This finding is determined from a stipulation of the parties as stated on the record at the final hearing, and from Exhibit 1.] The South Palm Beach Utilities Corporation is a fit provider of water and sewer service. No issue has been raised with respect to the quality of the service provided by the utility, and it is under no citations from any government agency. The utility has the financial integrity and engineering capability to provide service to the four properties involved in this proceeding. With respect to each of the four properties, the utility has provided the notices required by statute. Extension of the utility's service area to include the four properties would not result in a duplication of any existing facilities. No other utility is providing service to the area. In its long-range plans, the County envisions providing service to the area, but it does not provide service now, and would not be in a position to provide service for at least three to five years. The owners of the four proporties have proposed developments which would require provision of water and sewer service. [This finding has been determined from stipulations stated by the parties on the record at the final hearing.] In accordance with the "Local Government Comprehensive Planning Act of 1975" (Florida Statutes Section 163.3161, et seq.), Palm Beach County has promulgated a comprehensive plan which includes a "sewer, potable water, drainage and solid waste element" and a "land use plan element." The land use element of the comprehensive plan provides that the areas where South Palm Beach Utilities Corporation is seeking to expand its territory will be set aside for low density development. The County contends that expansion by the utility into these areas would allow for a level of development which is not in harmony with the land use element of the comprehensive plan. The evidence does not support this contention. No specific evidence was presented as to development densities proposed by developers, and it does not appear that allowing the utility to expand its service area would as a factual or legal matter allow for development of any kind. [This finding is determined from the testimony of the witnesses Garbrick and King, and from Exhibits 3, 4 and 5.] Extension of the South Palm Beach Utilities Corporation service area into the four properties at issue would conflict with the "sewer, potable water, drainage and solid waste element" of the County's comprehensive plan. Under this element of the comprehensive plan, which is in harmony with an overall management plan to treat wastewater pollutants that the County has developed in accordance with Federal funding requirements ("201 Plan"), the County envisions that it would provide sewer service to the "Atlantic" and "Mitchell" properties through a central wastewater treatment facility. Plans for providing such service have been made on a long-range basis, and the County is in the process of refining the plans so that it can obtain Federal funding. Removal of the "Atlantic" and "Mitchell" tracts from the area that the County proposes to serve through the central facility would not be in accordance with the "201 Plan." Removal of the properties would reduce the service area of that central facility, and could affect the size of the central facility, and funding. Removal of the properties would furthermore be contrary to the plans because of the introduction of a wastewater treatment facility other than the central facility. Both the "sewer, potable water, drainage and solid waste element" of the County's comprehensive plan and the "201 Plan" are long range. The County is not presently prepared to offer service to the properties at issue, and will not be prepared to do so for some time. This finding is determined from the testimony of witnesses Garbrick and King, the stipulation of the parties stated on the record at the final hearing, and Exhibits 2, 3 and 5.] While the evidence establishes that extension of the South Palm Beach Utilities Corporation's service area would on its face conflict with the County's comprehensive plan, the evidence does not establish that the conflict would adversely affect the plan. The evidence does not reveal that provision of services by facilities other than the County's central system would render the central system less feasible. While it was speculated that the central system might need to be reduced in size as a result, and that the rate base for it would be lessened in an unspecified amount, no competent evidence to these effects has been presented. [This finding is determined from the record as a whole.]
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
