Findings Of Fact At all times here relevant Respondent held a Florida license as a pilot for Tampa Bay. Shortly before midnight on 25 February 1982 Respondent boarded the M. T. JUPITER in Cut G, Tampa Bay, to pilot the ship to her destination at Florida Power Corporation's dock on Weedon Island. Two tugs, the BRADENTON and PALMETTO, were available and utilized from Cut G to the entrance to the Florida Power Corporation dock. The BRADENTON was made up on the port bow and the PALMETTO was made up on the starboard bow of the M. T. JUPITER. Around 4:10 a.m. on 26 February 1982 the M. T. JUPITER had made the last turn toward the Florida Power Corporation dock on Weedon Island and was proceeding westward at dead slow speed in the center of the entrance channel. The M. T. JUPITER was scheduled to moor port side to at the south dock at the Florida Power Corporation slip. Line handlers were standing by on the dock and the ship's crew had been called to cast the lines from the ship when so directed. The BRADENTON on the port bow was ordered to let go and stand by on the port quarter. Shortly after arriving at the port quarter the BRADENTON was ordered to stand by on the starboard quarter, but was never directed to put a line on the M. T. JUPITER. The PALMETTO remained fast to the starboard bow with her engines in the ahead position. Without having a line on the M. T. JUPITER, the BRADENTON could do nothing to reduce the speed or forward movement of the JUPITER. At 4:14 a.m. Respondent ordered all engines stopped on the M. T. JUPITER as the ship approached the slip. As the M. T. JUPITER entered the slip several people on the south dock waiting to take the lines from the M. T. JUPITER thought the M. T. JUPITER was moving too fast for a proper mooring. One of these witnesses equipped with a bullhorn yelled to the M. T. JUPITER a couple of times to slow down as he too thought the ship was moving too rapidly. At 4:20 a.m. Respondent ordered the PALMETTO to push M. T. JUPITER's bow to port and ordered all engines back full. As he did so the bow swung to starboard and at 4:21 a.m. Respondent ordered the engines stopped and the PALMETTO to let go and stand clear as the starboard bow was moving toward the north dock. As soon as the PALMETTO was clear, at 4:22 a.m., Respondent again ordered the engines back full. The M. T. JUPITER collided with the dock at 4:23 a.m. and Respondent ordered the engines stopped. The tugs secured lines to the M. T. JUPITER, pulled her away from the north pier which she had struck, and moored the M. T. JUPITER to the south slip. At the time of this incident the tide was high, there was no effective tidal current, and the wind was from the east-northeast at 10-15 knots. The effect of the wind, if any, was that to be expected from a following wind which would slightly increase the drift of the ship in a westerly direction. The south pier where the M. T. JUPITER was ordered to tie up is 1,100 feet long and the distance across the slip between the south and north piers is 250 feet. The north pier is shorter, just under 800 feet long. At the end of this slip Florida Power Corporation has its cooling water intakes at which are located six pumps with a combined rated capacity of 390,000 gallons per minute. During the time involved in this incident four of these pumps were on the line providing cooling water to the plant. These suction pumps are essential to the power plant's operation. Hence they may be expected to be on at all times. This fact is known to all Tampa Bay pilots and is an item included in the examination for licensure as a Tampa Bay pilot. No credible evidence was presented as to the actual current generated in this slip by these suction pumps. However, pilots have brought ships into this slip for many years and have generally experienced slight to no effect on the ship from these pumps. Respondent's testimony, that his first engine command following the 4:14 a.m. stop bell was slow astern, then half astern before the command for full astern was given at 4:20 a.m., is not supported by the bell book, the casualty report Respondent prepared immediately following the casualty (Exhibit 1), or by the statement he gave the U.S. Coast Guard investigator dated 26 February 1982 (Exhibit 11). Respondent did not know the speed the M. T. JUPITER made through the water with the engines ahead dead slow and no evidence was presented regarding this speed. Nor was any evidence presented regarding the speed imparted to the M. T. JUPITER by the tug PALMETTO on the starboard bow after the M. T. JUPITER's engines were stopped. The PALMETTO's captain testified that Respondent ordered him full ahead to push the bow of the M. T. JUPITER toward the south pier and that he responded to that command until told to get his tug out of the way before the M. T. JUPITER collided with the north dock. The lighting on the south pier of the docks provided good illumination in the area, resulting in good visibility for all witnesses.
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, as well as a personal view of the premises by the Hearing Officer, the following relevant facts are found: In January of 1975, Central Development Company, as the owner of the Mainland Lot 20, Parkers Haven, and the owner of Parker Island, submitted to the Trustees of the Internal Improvement Fund its application for an easement across the sovereignty land between these properties in King's Bay, Crystal River. An application for a permit from the Department of Environmental Regulation to construct a concrete bridge across this land had previously been submitted. By letter dated March 16, 1977, Edward H. Cederholm with the Department of Natural Resources was notified that the Department of Environmental Regulation had determined that the bridge proposed by the applicant would have no significant adverse effect on water quality. Representatives from the Department of Natural Resources had previously concluded, after a biological and hydrographic assessment, that the bridge in itself would not significantly affect aquatic biological resources nor would it have significant adverse hydrographic effects. The Game and Fresh Water Fish Commission had no objection to the bridge itself, but did express concern over the future development of Parker Island. The request for a right-of-way easement for the bridge construction was a scheduled item for the Trustees' Agenda for April 7, 1977. The Staff of the Department of Natural Resources recommended approval of the easement request, noting that "the executed easement will be provided to the applicant upon affirmative permitting action by D.E.R." The Trustees deferred action on the request until a public hearing pursuant to Florida Statutes Section 253.115 could be conducted by the Department of Natural Resources. The Department of Natural Resources thereafter withdrew its recommendation to the Trustees pending the outcome of the public hearing. That public hearing was conducted in Crystal River on September 9, 1977, by the Department of Natural Resources. Having previously submitted an application to the Department of Environmental Regulation for the installation and maintenance of power poles and lines on and between Banana and Parker Island in Citrus County, Florida Power Corporation submitted an application to the Department of Natural Resources for an easement or other form of consent for the same. Presumably, the public hearing held on September 9, 1977, included this issue as well as the proposed bridge issue. No application has been received by the Department of Natural Resources for the construction and maintenance of a boardwalk by the Banana Island Recreation Association, Inc. The petitioners herein attempted to present evidence that it would not be in the public interest for Department of Natural Resources or the Trustees to grant easements for the bridge, power poles and lines, or boardwalk projects for the reasons that said projects would: present a hazard or serious impediment to navigation in the area; have an adverse effect upon water quality and aquatic resources; endanger an already endangered species - the manatee; and deprive waterfront property owners of their common law riparian rights to an unobstructed view. Additionally, petitioners contend that the applicants and Department of Natural Resources have failed to comply with the provisions of Chapter 253 regarding sales and conveyances of land, the title to which is vested in the Trustees. The Department of Natural Resources forwarded the requests for hearings to the Division of Administrative Hearings, and the undersigned Hearing Officer was duly designated to conduct the hearings. Upon the agreement of all parties, the hearing in this cause was consolidated with the hearings on the Department of Environmental Regulation permit applications for the bridge, the power poles and lines and the boardwalk. The separate recommended orders entered in those cases contain specific findings of fact concerning the evidence presented at the hearing relating to the effect of those projects upon navigation, water quality, aquatic resources, the manatee and riparian rights to an unobstructed view. In summary, it was concluded that the petitioners failed to present sufficient evidence that the public interest in these areas would be harmed by the granting of the Department of Environmental Regulation permits. The reader of this recommended order is specifically referred to the findings of fact and conclusions of law contained in the recommended orders entered in Case Nos. 76- 1102, 76-1103 and 77-849 and 850, all of which are attached hereto.
Recommendation Based upon the findings of fact and conclusions of law recited above, it is recommended that the Board of Trustees of the Internal Improvement Trust Fund issue to Central Development Company and Florida Power Corporation the required easements or other forms of consent authorizing the proposed usages of sovereignty lands as set forth in their applications for the same. Respectfully submitted and entered this day of September, 1977, in Tallahassee, Florida. DIANE D. TREMOR Hearing Officer Division of Administrative Hearings Room 530, Carlton Building Tallahassee, Florida COPIES FURNISHED: Kenneth F. Hoffman, Esquire Post Office Box 1872 Tallahassee, Florida 32302 Alfred W. Clark, Esquire Assistant General Counsel Department of Environmental Regulation 2562 Executive Center Circle, E. Montgomery Building Tallahassee, Florida 32301 Baya Harrison, III, Esquire Post Office Box 391 Tallahassee, Florida 32302 David Gluckman, Esquire 3348 Mahan Drive Tallahassee, Florida 32303 Mr. H. A. Evertz, III Florida Power Corporation Post Office Box 14042 St. Petersburg, Florida 33733 Kent A. Zaiser, Esquire Assistant Department Attorney Department of Natural Resources Crown Building 202 Blount Street Tallahassee, Florida ================================================================= AGENCY FINAL ORDER ================================================================= BEFORE THE STATE OF FLORIDA DEPARTMENT OF NATURAL RESOURCES TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND STANLEY HARTSON et al., ) ) Petitioner, ) ) vs. ) CASE NO. 77-960 ) DEPARTMENT OF NATURAL RESOURCES, ) et al., ) ) Respondents. ) )
Findings Of Fact All parties involved concurred that there is a necessity for expanded generating capacity to serve Gulf's customers and that the two initial units of 500mw each can meet this requirement. The parties stipulated that the power plant site certification application submitted by Gulf (Exhibit 1) deals sufficiently with the issue of operational safeguards and further that DER's proposed conditions of certification contain a condition that adequately addresses that issue. All agencies involved recommended certification; however, DER's recommendation was predicated upon Gulf complying with the general and special conditions or certifications contained in Exhibits 4 and 5. Gulf agreed to all those conditions but three, viz: 1. That the water intake and return lines to the river cross the wetlands on a trestle instead of the causeway proposed by Gulf; 2. A more extensive monitoring program and without termination date than the fixed period monitoring program proposed by Gulf; and 3. Restrictions upon use of herbicides to clear transmission line corridors in excess of those placed by federal and state authorities. In addition DER proposed in general conditions of certification 11(a) and (b) to modify in the future the conditions of certification by any new or more stringent department rule enacted pursuant to Chapter 120 F.S. Gulf objected to this condition of certification and submitted a brief in opposition thereto. I With respect to Item number 1 the proposed causeway will occupy some 8 acres of wetlands. It is proposed to commence the causeway at elevation + 58 feet (above MSL), which is the 25 year predicted high water flood level in the Choctawhatchee River flood plain, and continue the causeway some 2400 feet at this elevation tot he river bank. The base of the proposed causeway will have a maximum width of 130 feet at a point near the river's edge where the causeway height will be 23 feet (T91). The top width is roughly 60 feet (T90) of which 18 feet will be paved surface. To the north of the access road will be a buried electrical service to carry electricity to the pumps. In the causeway to the south of the access road will be buried two intake lines of 30 inch diameter and one water discharge line. Near the river end of the causeway a vehicle turn-around area will be provided. The causeway across the wetlands will run in a southwesterly direction from plant site parallel to the principal direction of flood water flow when the river is out of its banks. Five oval-shaped culverts will be placed in the causeway at the lowest points of natural contour and permit water to pass through the causeway to equalize levels on both sides of the causeway. These culverts will be 6 feet wide by 3 feet 8 inches high. During the wet season water will be standing in most of these culverts. If the causeway were built in the same location, but without culverts, so as to block any flow normal to the causeway, the build up of water on the north side of the causeway would be only 1 or 2 inches at full flood stage of 57 feet (T146).1 Accordingly, the causeway would have little, if any, effect on the water flow in the wetlands over which this causeway passes; and, but for the 8 acres of wetlands eliminated by the construction of the causeway, the ecological function of these wetlands will be virtually unimpaired. As a collector of sediment from the flood waters the flood plain would also be unimpaired by the construction of the causeway (T154). The cost of constructing the causeway as proposed is $216,000. As a condition of certification (Ex 5 D 1 b) DER prescribed "a trestle shall be used for access to the platform for all areas west of station 14 + 00." This includes the access across the wetlands and presumably it is DER's position that the intake and discharge pipes from the Choctawhatchee River shall be placed upon a trestle structure rather than upon a causeway. The only evidence presented with respect to the cost of the trestle structure was presented by Gulf that a concrete pile trestle to support the pipes and access road would cost some $900,000. A creosoted pile trestle to perform the same function would cost approximately $600,000 and to provide fire protection for the piling would cost another $250,000, which would place the cost of either type trestle some four times the cost of the causeway. No maintenance costs or useful life comparisons of the trestle and causeway were presented. Both trestle and causeway would require the same corridor to be cleared thus the construction of either would result in the same ecological damage. Thereafter, however, the vegetation and other indicia of wetlands could return under the trestle. While evidence was presented that the causeway would occupy 8 acres of former wetlands no evidence was presented of the area occupied by the piling of the trestle. It is obvious that this would be a small fraction of the area occupied by the causeway, but not necessarily insignificant. Gulf opposed the trestle concept for two additional reasons. The exposed pipe on the trestle, if of steel, would require painting and would conduct heat from the sun to the water passing through the pipe. Testimony was presented that ecologists not present had evaluated wetlands in general as having an ecological value of between $1,000 and $20,000 per acre per year. If these figures have economic reality all wetland should have a market value of at least $10,000 per acre. Regardless of this if we assume the values presented are real and the cost for the access corridors are correct, the following economic comparisons can be made. The difference in the cost of the causeway and trestle is approximately $700,000. If this money is borrowed by Gulf at 8 1/2 percent interest the interest cost is almost $60,000 per year. Since this would be a valid capital expense this interest cost will be reflected in the rates of Gulf's customers. If the wetlands are ecologically worth $7,500 per acre per year the 8 acres here involved would also have a value of $60,000 per year. In this connection it should be noted that DER's condition of certification specifying trestle across wetlands was based solely on ecological factors and cost was not considered (T308). During the course of the hearing considerable evidence was presented regarding a third alternative for piping water to and from the river, viz. in pipes buried across the wetlands. This evidence was insufficient in numerous aspects to give it viability; however, several aspects of this proposal are worthy of note. Any pipe that is used to carry cooling water requires some degree of slope to permit the pipe to be drained. From a position near SR 179 (where if underground pipes are used the pumps would have to be placed to provide access for maintenance) the pipe could be buried; but, at some point in the flood plain, the pipe would have to be placed upon a trestle to maintain slope to the river's edge (T287). Burying pipes across the wetlands would have the least ecological impact upon the wetlands. Once the pipe path was trenched, suitable bearing material placed in the trench to support the pipe, the pipe laid and the trench back filled the wetlands would return to natural state and the area involved resume most of the characteristics of wetlands. Problems associated with this proposal include providing all-weather access to the inside of the pipe; obtaining suction on pumps located 2400 feet laterally and 12 + feet above the level of the water to be pumped; long periods of shutdown in case a section of pipe required replacement; and routine engineering problems in obtaining a constant slope upon installation. Regardless of the path taken by these pipes some difficulties with corbicula clams are expected. These creatures are endemic to the Choctawhatchee River and will be entrained in the pipe. There they will attach themselves and as they grow restrict the flow in the pipes. Although chlorination at the inlet is expected to help control this problem periodic cleaning of the intake pipes may be required. Accordingly, access to these pipes at all stages of the water level in the flood plain is an important concern. While testimony presented that it was possible to obtain suction with pumps located 2400 feet laterally and 12 feet higher than the level of the water to be pumped, it was also acknowledged that this 2400 feet of 30 inch pipe would "probably" have to be primed before the pumps could pick up suction. (T305-306). Cost and feasibility of providing all weather access to the buried pipes, and of providing capability to prime the remote pumps was not presented. Furthermore the cost associated with burying the pipes across the wetlands was not presented. Accordingly this concept should not be further considered. II With respect to the biological monitoring program to be carried out by Gulf to determine the effects of the power plant on river organisms, DER, as a condition of certification, proposes a program that will continue for the life of the plant regardless of the conclusions reached from such monitoring. Gulf, on the other hand, proposes a monitoring program to commence prior to the operation of Unit I to determine the base line conditions and continue for one year after commencement of operations of Unit I. Thereafter when Unit II comes on line the monitoring program would be reinstituted and continue for one more year. Since Unit II is scheduled to come on line one year after Unit I the monitoring program proposed by Gulf would actually be continuous for about 2 1/2 years. All parties generally agreed that monitoring is required to ascertain the ecological effects of the plant on the aquatic life in the river. One type monitoring is needed to determine the effect of impingement and entrainment at the intake. The intake structure is designed so the plant of the intake screen is parallel to the current flow. This largely eliminates impingement of fish and other aquatic life on the intake screen as the current flow would tend to wash aquatic life off the screen. Since water is drawn into the intake at a speed of 1/2 foot per second those aquatic life in the volume of water entering which are small enough to pass through the screens will be entrained and killed in the filters. It is to determine the quantity and composition of the aquatic life so destroyed that this part of the monitoring program is intended. The second part of the monitoring program involves ascertaining the aquatic life in the river above the plant and below the point of discharge of the returned cooling water in order to ascertain the effect of the discharged water on the aquatic organisms. With respect to the entrainment monitoring there was considerable confusion in the testimony regarding anticipated findings. Gulf's witness stated that at low river and low flow conditions the greatest number of organisms would be entrained. While it is obvious that the greatest percentage of available water will be removed from the river during low flow conditions (since the same quantity or volume of water will be withdrawn as at high flow conditions) it is not obvious that there will be a higher density of aquatic organisms in the river at this same time; and no one so testified. In fact the testimony was that various organisms in the water may change radically (of a magnitude of 1,000 to 1) at various times throughout the year. It would appear that whatever concentration of aquatic organisms that exist in the thalweg of the river would exist in the water withdrawn through the intake pipes and be entrained. Those organisms that exist in slack water portions of the river, swim or otherwise remain out of the current passing near the intake would not be entrained. Thus a sampling point in the current near the intake would provide adequate information on the effects of entrainment. The program proposed by Gulf and contained in Exhibit 21 appears adequate for this determination. With respect to the monitoring required to ascertain the effects of the plant operation on the river ecosystems Gulf proposed sampling only periphyton while DER's condition or certification (Exhibit 5) provides for a sampling to include phytoplankton, zoo plankton, ichthyoplankton, nutrient analysis, benthos and fish. These samples would be taken at points above and below the plant intake and discharge for the obvious determination of the effects on the river ecological system resulting from the discharge of the used cooling water back into the system. In this regard it should be pointed out that the water to be discharged will be treated to remove heat, solids, and other concentrations that would affect compliance with the EPA standards. No valid cost estimates for the monitoring program proposed by either Gulf or DER was presented. One witness upon cross examination gave a ball park "guesstimate" of $50,000 per year for Gulf's proposed program and $100,000 per year for DER's program. The witness expressly disallowed any credit for the accuracy of these figures and accordingly they are disregarded. They are inserted here simply because cost of the end product, electricity, is a factor to be considered in determining under what conditions this certification should be granted. As noted above, Gulf proposes to continue the monitoring program for approximately 30 months (until one year after Unit II has come on line) while DER proposes a monitoring program that will continue for the life of the plant. The biological community sampling program contained in Exhibit 5, part II C should be followed. The time during which these programs should be continued will be discussed under Conclusions. III All parties generally agreed that the use of herbicides was required to clear vegetation from transmission line corridors in wet areas where mechanical equipment cannot operate. Gulf proposes to use Kuron, a herbicide approved by both state and federal authorities. It will be used in wet areas only at a frequency not to exceed once per year and in accordance with manufacturer's instructions admitted into evidence as Exhibit 22. At the hearing DER appeared to take the position that approval by DER should be obtained prior to each time the herbicide is used. The evidence presented clearly shows that Kuron is a safe non- persistent herbicide which, when applied in accordance with instructions, will cause no harm to untargeted vegetation. All of the transmission line routes were not finalized at the time of the hearing but when the remainder of these corridors are finalized there appears to be no reason that Gulf should not provide DER with a map of these corridors indicating thereon those areas in which herbicides will be used. IV No factual evidence regarding general conditions of certification 11(a) and (b) was presented. Accordingly these will be treated solely as a matter of law.
Recommendation It is RECOMMENDED that the application of Gulf Power Company for a power plant site certificate be granted so as to authorize the construction and operation of a coal-fired steam generating electrical power plant near Carryville, Florida in accordance with Exhibit 1. It is further RECOMMENDED that this approval be conditioned upon compliance by Gulf with the conditions of certification contained in Exhibit 4 and 5 except conditions II D 1 (b) (Exhibit 5), general conditions 11(a) and (b), (Exhibit 4), and that condition II C (Exhibit 5) be modified to provide such monitoring shall commence not less than six months prior to completion of Unit I and continue for a period of three years after completion of Unit II. At this time Gulf may petition DER for authority to discontinue said monitoring or to modify same and if such request is not approved Gulf shall be entitled to a hearing at which evidence shall be presented from which a determination can be made whether the benefits of said monitoring program justify the costs involved. DONE AND ENTERED this 19th day of January, 1976, in Tallahassee, Florida. K. N. AYERS Hearing Officer Division of Administrative Hearings Room 530, Carlton Building Tallahassee, Florida (904) 488-9675
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 hereto as Exhibit A.
Other Judicial Opinions REVIEW 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. Jul 28 2009 10:37 a7/2e/28e89 18:28 B589222679 DCA LEGAL PAGE @4/ae FINAL ORDER NO. DGA09-GM-266 CERTIFICATE OF FILING AND SERVICE LHEREBY 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 Waite have been furnished to the persons listed below in the manner described, on this ay of July, 2009. a Zp 2 Paula Ford fency Clerk Florida Department of Community Affairs 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 U. §. Mail: Jerry Coleman, Esq- Jerry Coleman, PI. 201 Front Street, Suite 203 Key West, Florida 33041 Derek V. Howard, Esq. Monroe County Attorney's Office 1111 12" Street, Suite 408 Key West, Florida 33040 Barton W. Smith, Esq. Barton Smith, P.L. 309 Whitehcad Street Key West, Florida 33040 Richard E. Grosso, Esq. Everglades Law Center, Inc. 3305 College Avenue Fort Lauderdale, Florida 33314 Robert N. Hartsell, Esq. Everglades Law Center, Inc. 818 U.S. Highway 1, Ste. 8 North Palm Beach, Florida 33408-3857 Sherry A. Spiers, Esq. Robert C. Apgar, Esq. Greenberg Traurig, P.A. 101 East College Avenue Tallahassee, Florida 32301 Jul 28 2009 10:37 a7/2e/28e89 18:28 B589222679 DCA LEGAL PAGE @5/@8 FINAL ORDER NO. DCA09-GM-266 Richard Barfield, Esq. Navy Office of the General Counsel Naval Facilities Engineering Command Southeast United States Navy Box 30, Building 903 Jacksonville, Florida 32212-0102 Hand Delivery: Richard E. Shine, Esquire L. Mary Thomas, Esquire Department of Community Affairs 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 Jul 28 2009 10:37 a7/2e/28e89 18:28 B589222679 DCA LEGAL PAGE 86/88 STATE OF FLORIDA DIVISION OF ADMINISTRATIVE HEARINGS DEPARTMENT OF COMMUNITY AFFAIRS, Petitioner, and PROTECT KEY WEST AND THE FLORIDA KEYS, INC., d/b/a LAST STAND AND THE DEPARTMENT OF THE NAVY, Intervenor, vs. Case No. 08-2035GM MONROE COUNTY, Respondent , and ROBBIE”"S SAFE HARBOR MARINE ENTERPRISES, INC.; SAFE HARBOUR PROPERTIES, LLC; AND KW RESORT UTILITIES CORP., Intervenor.
The Issue The issues are whether Respondent committed the several violations of Sections 489.129(1)(h)2.,(h)3.,(j),(k), and (n), Florida Statutes (1997), for the reasons stated in the respective Administrative Complaints and, if so, what, if any, penalties should be imposed. (All chapter and section references are to Florida Statutes (1997) unless otherwise stated.)
Findings Of Fact Petitioner is the state agency responsible for regulating the practice of contracting. Respondent is licensed as a certified general contractor pursuant to license number CG C059414. At all relevant times, Respondent was the qualifying agent for Fred T. Garrett Construction, Inc. ("FTG"). As the qualifying agent, Respondent was responsible for all of FTG's contracting activities in accordance with Section 489.1195, Florida Statutes. Respondent failed to obtain a certificate of authority for Fred T. Garrett Construction, Inc., as required by Section 489.119(2), Florida Statutes. The St. Cyr Case On or about August 21, 1998, Respondent entered into a contract with Louis L. St. Cyr to construct an addition to the residence located at 201 South Bel Air Drive, Plantation, Florida. The contract price was $50,000. Although Mr. St. Cyr paid $2,500 to Respondent, Respondent failed to commence work and canceled the project, thereby abandoning it without just cause and without proper notification to Mr. St. Cyr. The contract did not permit Respondent to keep the $2,500 paid by Mr. St. Cyr, and Respondent failed to refund the payment within 30 days after abandonment. Out of the $2,500 he received from Mr. St. Cyr, however, Respondent paid $1,600.00 to the architect before abandoning the project. Thus, the net amount that Respondent owes to Mr. St. Cyr is $900. Petitioner incurred a total of $1,092.28 in investigative costs relating to the St. Cyr case. The Forney Case On May 22, 1998, Respondent, who was doing business as FTG, entered into a contract with Mr. Warren Forney for the construction of a two-bedroom, one-bath addition to the residence located at 1698 Northeast 33rd Street, Oakland Park, Florida. The contract price was $32,500. The contract with Mr. Forney did not contain a written statement explaining the customer’s rights under the Construction Industries Recovery Fund, as required by Section 489.1425(1), Florida Statutes. On July 7, 1998, Respondent obtained permit number 98-050297 from the Oakland Park Building Department. Construction commenced on or about July 7, 1998, and continued sporadically until October 29, 1998, when Mr. Forney dismissed Respondent for failure to timely complete the project. The Oakland Park Building Department issued notices of violation against the project on August 3, September 11, and October 14, 1998, for various building code violations. Mr. Forney was forced to obtain a homeowner’s permit and subsequently hired a subcontractor to complete the work. Mr. Forney paid Respondent approximately $29,250 before relieving Respondent of his duties. To complete the project, Mr. Forney paid a total of $48,746.52, which was $15,396.52 over and above the original contract price. Petitioner incurred a total of $2,190.78 in investigative costs relating to the Forney case. The Kong Case In or around January 1998, a contractor named Lakeview Concepts hired Respondent to perform demolition work for the Kong dry cleaning store project on the property located at 5171 South University Drive, Davie, Florida. On or about June 17, 1998, permit 98-00002349 was issued to Respondent to perform alterations on commercial property located at 5171 South University Drive, Davie, Florida. Respondent, however, did not yet have a contract with the owner for this work. The next month, on or about July 30, 1998, Respondent, who was doing business as FTG, entered into a contract with Shek Kong to complete the dry cleaning store project at 5171 South University Drive, Davie, Florida, for the contract price of $22,300. Shek Kong made payments to Respondent totaling $16,000. Respondent’s work was of poor quality, however, and on or about November 6, 1998, he ceased work, though the project had not been completed. On or about November 14, 1998, Douglas Frankow, license number CB C052960, gave Mr. Kong an estimate of $20,562 to complete the project. Thereafter, on or about June 30, 1999, Mr. Kong contracted with George Settergren, another licensed contractor, to complete the project for a contract price of $27,956. On December 9, 1999, in Case No. 98-020065 08, the Circuit Court, Seventeenth Judicial Circuit, Broward County, Florida, rendered a Final Judgment against Respondent and in favor of Mr. Kong. This judgment awarded Mr. Kong the total amount of $28,693.30, plus 10 percent interest per annum. Petitioner incurred a total of $2,502.78 in investigative costs relating to the Kong case.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Florida Construction Industry Licensing Board enter a Final Order finding Respondent guilty of violating Sections 489.129(1)(h)2., (h)3., (j), (k), and (n), Florida Statutes, imposing administrative fines in the aggregate amount of $3,700, assessing investigative costs in the aggregate amount of $5,785.84, placing Respondent's license on probation for a period of four years from the date the Final Order is entered by the Board, and awarding payment of restitution to each customer as follows: (1) to Warren Forney, the amount of $15,396.52; (2) to Shek Kong, satisfaction of the unpaid civil judgment in the amount $28,693.30, plus 10 percent interest accrued thereon; and (3) to Louis L. St. Cyr, the amount of $900. DONE AND ENTERED this 15th day of February, 2002, in Tallahassee, Leon County, Florida. _________________________________ JOHN G. VAN LANINGHAM Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 15th day of February, 2002.
