The Issue The issue to be determined in this case is whether CJC Properties, Ltd. (CJC), is eligible for state restoration funding assistance under the Petroleum Contamination Participation Program or the Florida Petroleum Liability and Restoration Insurance Program for one or more discharges of gasoline at DEP Facility No. 378943938 (“the facility”).
Findings Of Fact The Facility CJC is a Florida Limited Partnership. It is the current owner of property located at 5691 U.S. Highway 27 North, in Tallahassee. Prior to CJC’s acquisition of the property, the property was owned by Carolyn J. Chapman, John W. Chapman, Jane Chapman Latina, and Carolyn Chapman Landrum (“the Chapmans”). The property was leased to various entities and operated as a gas station. The tanks and dispensers remained in service until November, 1995. The last operator of the facility was Lake Jackson 76, Inc. There were five underground petroleum storage tanks at the facility. Before 1991, one of the tanks at the facility was used for regular, leaded, gasoline. When leaded gasoline was phased out, the tank was used for unleaded gasoline. Site Assessments and Sampling Data On November 30, 1995, the Chapmans employed Petroleum Contractors, Inc., to remove the five storage tanks. During the tank removal, Environmental and Geotechnical Specialists, Inc. (“EGS”) performed an assessment to determine whether the facility was contaminated with petroleum or petroleum products. The Underground Storage Tank Removal Report prepared by EGS noted that all five tanks appeared to be intact. Soils in the tank pit wall and bottom were not discolored. No significant contamination was observed directly below the tanks. Soil from the tank pit was stockpiled on the site. EGS observed no significant signs of contamination of this soil. The soil stockpile was also screened with a Flame Ionization Detector Organic Vapor Analyzer (OVA). No organic vapors were detected. An OVA detects any organic vapor, but is used as a screening tool to find petroleum vapors. Department rules require that an OVA reading be performed both unfiltered and filtered. The filtered reading screens out everything but methane and is “subtracted” from the unfiltered reading to determine the presence of petroleum vapors. Twenty-four soil samples were taken from various depths at nine locations in the tank pit. These samples were tested using an OVA. Nine of the soil samples, taken from four locations, had corrected OVA readings indicative of petroleum contamination. EGS concluded that “soil contamination detected in the tank pit is likely the result of a leak in the piping” between the dispensers and the tanks. Soil samples were also taken from three borings in the vicinity of the dispenser island and OVA-tested. In boring D-2, organic vapors were detected from the surface to a depth of approximately seven feet. The OVA readings from D-2 declined with depth. EGS reported that “some contamination was detected beneath a dispenser; however, it does not ‘appear’ to significantly extend below six (6) feet.” EGS did not report both filtered and unfiltered OVA readings for the soil samples taken from the dispenser area, as it had done for soil samples taken from the tank pit and the stockpile. For the dispenser area soil samples, EGS reported a single OVA reading for each sample, without indicating whether the reading was “corrected” after filtering. For this reason, the Department contends that these data are unreliable. CJC points out that EGS stated in the text of its report that the soil samples were filtered. CJC also argues that, because the filtered OVA readings for soil samples taken from the tank pit area were not different from their unfiltered readings, the OVA readings for the soil samples from the dispenser area would not have changed after filtering. The preponderance of the evidence is that the contamination in the dispenser area was petroleum. Based on EGS’ findings during the tank removal in November 1995, Petroleum Contractors, Inc., filed a Discharge Reporting Form on December 1, 1995, stating that there had been a discharge of unleaded gasoline at the facility. In January 1996, the Chapmans applied to participate in FPLRIP based on the discharge reported on December 1, 1995. By order dated January 26, 1996, the Department determined that the reported discharge was eligible for state-funded remediation assistance under FPLRIP. In 1997, another consultant, Levine Fricke Recon (LFR) conducted a site assessment at the facility and submitted its Interim Site Assessment Report to the Department. As part of its own soil sampling at the site, LFR collected a “direct push” soil boring in the dispenser island area, near the place where EGS had reported organic vapors. The boring data showed no petroleum vapors until the interval 16-to-20 feet below ground surface. LFR also collected and analyzed groundwater samples from the site. It reported that a sample taken from beneath the former diesel dispenser contained lead. Because lead occurs naturally in soils, its presence in a water sample does not confirm that a discharge of leaded gasoline occurred. In 1998, LFR conducted a second assessment of the facility site. It installed and sampled four shallow monitoring wells, designated MW-1S through MW-4S, and three deep monitoring wells, designated MW-2D through MW-4D. Groundwater samples from MW-3S and MW-3D were analyzed for lead, ethylene dibromide (EDB), and 1,2-Dichloroethane. All three substances are usually detected in a groundwater sample contaminated with leaded gasoline. On August 28, 1998, LFR submitted its Interim Site Assessment II to the Department, which shows lead and EDB were found in a sample taken from MW-3S, but not 1,2-Dichloroethane. LFR did not conclude or express a suspicion in either of its two assessment reports that leaded gasoline had been discharged at the facility. The deadline for submitting a Discharge Reporting Form or written report of contamination was December 31, 1998. A site assessment report received by the Department before January 1, 1999, which contained evidence of a petroleum discharge, was accepted by the Department as a “report of contamination.” The petroleum discharge information received by the Department before January 1, 1999, consisted of the Underground Storage Tank Removal Report, the FPLRIP claim, the Interim Site Assessment Report, and the Interim Site Assessment Report II. Post Deadline Site Assessment Data After the statutory deadline, LFR submitted its Interim Site Assessment III. This report includes January 1999 groundwater sampling data from four monitoring wells which show the presence of low levels of EDB. When EDB is found in a groundwater sample, it is a common practice to re-sample the well from which the sample was taken. Of the wells that showed the presence of EDB, only MW- 10D was re-sampled, after January 1, 1999. There was no EDB present in the groundwater when MS-10D was re-sampled. In June 2000, as part of the remediation of the contamination at the facility, an area of contaminated soil was removed to a depth of 14 feet. The area of soil removed included the former dispenser area. In January 2003, the Department notified CJC that the $300,000 FPLRIP funding cap would soon be reached. In March 2003, CJC signed a Funding Cap Transition Agreement, acknowledging that “At no time will the DEP be obligated to pay for cleanup of this discharge any amount that exceeds the funding cap.” CJC further acknowledged that it “is responsible for completing the remediation of the discharge in accordance with Chapter 62-770, F.A.C.” In 2005, CJC re-sampled one of the monitoring wells for lead and EDB. Neither substance was present. The site is not currently being actively remediated. Periodic groundwater sampling indicates that concentrations of contaminants are dropping. No further active remediation has been proposed. The cost to complete remediation is a matter of speculation. The record evidence is insufficient to make a finding about future remediation costs. Eligibility Determinations On September 2, 2003, CJC submitted a PCPP Affidavit to the Department, seeking state funding under PCPP. On October 30, 2003, the Department denied CJC eligibility for PCPP funding on the basis that the contamination was covered under FPLRIP and, therefore, was excluded from funding under PCPP. The Department has never granted PCPP eligibility for the cleanup of a discharge previously being funded under FPLRIP. Apparently, in 2005, CJC hired Glenn R. MacGraw, an expert in the assessment of petroleum-contaminated sites, to review the EGS and LFR assessments. In a letter to CJC’s attorney dated August 19, 2005, MacGraw expressed the opinion that “at least 2 discharges have occurred on this site, one in the former tank area, and one in the former dispenser area.” MacGraw’s opinion that there had been a discharge of leaded gasoline was based on the detection of EDB and lead in the groundwater. He also thought the presence of methyl tetra-butyl ether (MTBE) in groundwater samples taken from the tank pit area showed a tank leak of unleaded gasoline. CJC requested FPLRIP funding for the other alleged discharges at the facility. On March 23, 2006, the Department issued a letter formally stating its disagreement that there were other reported discharges and denying eligibility for FPLRIP funding. On March 30, 2006, the Department issued an Amended Order of Ineligibility under PCPP. The amended order added a second ground for denial, that the reported discharge was not shown to have occurred before January 1, 1995. Whether There Was A Second Discharge Eligible for Funding CJC argues that the presence of lead and EDB in the groundwater sample taken from MW-3S shows that there was a discharge of leaded gasoline at the facility. However, LFR reported that the well screen for MW-3S had probably been damaged during installation, because a significant amount of filter sand was observed in the purge water. The Department contends, therefore, that the source of the lead detected in the groundwater sample from MW-3S could have been (naturally) in the soil that entered the well. The Department also discounts the detection of EDB in the groundwater sample because EDB is an ingredient of some pesticides and can show up in groundwater when pesticide has been applied to the overlying land. Furthermore, EDB was not detected in the groundwater sample taken from MW-3D, a deeper well located near MW-3S. MacGraw does not think the EDB came from a pesticide application, because the EDB contamination at the site occurs in an elongated “plume,” in the former dispenser area, whereas one would expect to see EDB distributed evenly over the site if the source was a pesticide application. MacGraw mapped the plume of EDB by using data obtained after the discharge reporting deadline. Michael J. Bland, a Department employee and expert in geology and petroleum site assessment, believes the data from the facility are insufficient to confirm the presence of EDB or its distribution. LFR reported in its Interim Site Assessment that no significant soil contamination was found near the dispenser island. Groundwater samples from MW-3D, a deep monitoring well near MW-S3, showed no EDB, lead, or 1,2-dichlorothane. Bland opined that, if the detection of EDB in the shallow well was reliable, EDB would have been detected in the deep well, too, because EDB is a “sinker.” EDB is persistent in groundwater, so when it is not detected when a well is re-sampled, reasonable doubt arises about the detection in the first sample. Of all the wells sampled in 1999 that showed EDB, only MW-10D was re-sampled in 2003. When the well was re-sampled, there was no EDB. CJC contends that EDB was not found in the re-sampling of MW-10D because of the soil removal in 2000, but the Department contends that the soil removal would not have affected the presence of EDB in MW-10D, because the well is significantly down-gradient of the area of soil removal. It was undisputed that the presence of 1,2- dichoroethane in MW-S3 was not reliably determined. There is insufficient evidence in the record to establish that the contamination reported in the dispenser area is the source of contamination which persists at the facility. The reported contamination only affected the top six feet of soil. The soil removal to a depth of 14 feet in that area in 2000 should have fully remediated the reported contamination. The data upon which CJC relies in claiming eligibility under FPLRIP or PCPP for a second discharge are, at best, incomplete and ambiguous. CJC failed to prove by a preponderance of the evidence that a discharge of leaded gasoline occurred. CJC also failed to prove that the reported contamination in the dispenser is associated with a discharge that still exists to be remediated with state assistance.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Florida Department of Environmental Protection enter a final order determining that CJC is ineligible to participate in the Petroleum Cleanup Participation Program for the discharge reported to the Department on December 1, 1995, and that CJC has not demonstrated eligibility to participate in the Petroleum Cleanup Participation Program or the Florida Petroleum Liability and Restoration Program for any other discharges. DONE AND ENTERED this 9th day of July, 2008, in Tallahassee, Leon County, Florida. BRAM D. E. CANTER 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 9th day of July, 2008.
Findings Of Fact The Petitioner is the owner of real property located at 726 North Beach Street, Daytona Beach, Florida, also known as DEP Facility No. 64-9100172. The Petitioner has been the owner of this site from 1982 to the present. From approximately 1984 and 1988, it was leased to a Mr. Jack Delaney. Apparently, during that time or before, the site was used as an AAMCO transmission repair shop and automobile repair facility. The Respondent, Department of Environmental Protection (DEP, Department), is an agency of the State of Florida responsible, in pertinent part, for the administration of Florida's Abandoned Tanks Restoration Program. Through an agreement with Volusia County, Florida, the county where the subject site is located, the Department has delegated to the Volusia County Environmental Control Division inspection and regulatory authority for purposes of cleanup of sites contaminated by petroleum, petroleum products or hydrocarbons. The facility in question included two 1,000-gallon underground storage tanks and three 550-gallon underground storage tanks (UST's). All of the tanks, when in service, had contained petroleum products of one form or another. The tanks at the front or "street-side" end of the facility property, tanks one and five, most likely contained gasoline, when in service, although at the time of inspection and remedial action, the tanks were filled with water. All of the storage tanks at the facility were removed under the supervision of the Volusia County environmental regulatory agency. The tanks were properly disposed of by a qualified subcontractor, and the contaminated soil at the site was removed and stored in a segregated, protected fashion, until shipment to a thermal processor to be burned and thus cleansed of its petroleum-related pollutants. The Volusia County Environmental Control Division made an inspection of the subject site and on September 10, 1987, informed Mr. Delaney, the lessee, that a considerable amount of soil contamination, due to petroleum or petroleum products, was present on the site. The Department maintains that the finding by the county agency was that the soil contamination was due to improper surface disposal of used oils. Mr. Ed Smith, who testified for the Petitioner, has been involved as a petroleum de-contamination contractor for such sites hundreds of times and was present throughout the cleanup operations conducted at the subject site. He established that, indeed, there were spillages of used and waste oils and petroleum products at the site but that a great deal of the contamination also resulted from underground leakage from the storage tanks, or some of them. Preponderant evidence was not adduced by the Department, merely through its reliance upon DEP Exhibit 1, Request No. 59, to show that the contamination at the site solely resulted from surface spillage, in consideration of the testimony of Mr. Smith, which is accepted. On or about September 19-20, 1990, five underground storage tanks were removed from the facility site by Hydroterra Environmental Services, Inc., a contractor at the site. Thereafter, an underground storage tank closure report (closure report) for the AAMCO transmission facility was prepared by Hydroterra Environmental Services, Inc. That report is in evidence as the Petitioner's Exhibit 20. The report and testimony reveals that a total of three 550-gallon underground storage tanks were removed from the facility. There were two 550- gallon underground storage tanks located in front of the facility, known as tanks one and five. When those two tanks were removed, both were found to contain water. It is not clear what originally was stored in those tanks, but they were, in all likelihood, utilized for the storage of gasoline. The closure report concerning tank one and tank five reveals that the fuel-dispensing capability of those tanks was discontinued many years ago. One of the tanks, tank one, leaked. It had holes caused by corrosion. An environmental consultant, however, utilizing an organic vapor analyzer (OVA), performed soil-monitoring tests during the excavation and removal of these two 550-gallon UST's, which were thought to have formerly contained gasoline (tank one and tank five). His single OVA reading at that site showed a "0 PPM" (parts per million) for that sampling location associated with the excavation of tank one and tank five near the front of the AAMCO facility. The environmental consultant also obtained a groundwater sample during excavation and removal of those two tanks. The sample was analyzed for the presence of benzene, ethylbenzene, toluene, and xylene (BETX). The parameters for BETX are utilized to determine the presence of petroleum contamination. The analytical results for that sample for the tank one and tank five excavation site indicate that the parameters for those hydrocarbon compounds were all below detectable limits. Analytical results for the water sample, however, did indicate the presence of chlorobenzene. Chlorobenzene is associated with solvents, is an aromatic hydrocarbon compound and is a form of petroleum, that is, it is made from crude oil derivatives. With regard to these two tanks and, indeed, all of the tanks excavated, there was an absence of "free product" on the water table. That is, gasoline, waste oil or other forms of petroleum or petroleum products were not separately identified and existing on the surface of the groundwater table. Upon visual inspection, as shown by the Petitioner's Exhibit 20, the closure report, the testimony of Mr. Smith, as well as the photographs in evidence, tanks one, five, four, and six had multiple holes from small "pinhead size" to one inch in diameter. The tanks thus would have leaked any contents contained therein. Upon excavation of the tanks from the site, they were cleaned, de-commissioned, and transported to Jacksonville, Florida, to a subcontractor for disposal as scrap. Tanks two and three were determined to be intact, with no apparent holes. Tank one had one or more holes. The evidence shows that that tank was suspected of containing gasoline during its useful life, although when it was excavated, it was found to be full of water. The OVA and groundwater tests taken in conjunction with the removal of tanks one and five from the site near the front of the facility do not show excessive contamination, however. This is corroborated by the testimony of Mr. Smith, testifying for the Petitioner, who is a licensed pollutant storage tanks specialty contractor and a general contractor. He has removed hundreds of underground storage tanks and conducted many such cleanup projects. He himself supervised the removal of the tanks and was on site virtually every day. With regard to the removal site for tanks one and five, which were in close proximity to each other, he confirmed that he felt that the site was "clean". Thus, it has not been demonstrated by preponderant evidence that tanks one and five contributed to the contamination of groundwater and soil at the site. In the rear of the AAMCO transmission facility, there were two 1,000- gallon UST's. One of them had been used for storage of waste oil and transmission fluid (tank two). The second 1,000-gallon UST, tank three, had been used for storage of new transmission fluid. Tanks two and three were located on either side of a concrete apron at the rear door of the transmission shop. Tank two was excavated separately from tanks three, four and six. There is no evidence that tanks two and three, the two 1,000-gallon tanks, had holes or other sources of leakage. During the excavation and removal of tank two, an OVA was used to perform the soil monitoring tests. A single reading of 328PPM was recorded for the sampling location associated with the excavation and removal of tank two. A groundwater sample (MW-SB No. 3) was obtained from the tank pit, where tank two was excavated and removed. That sample indicates that there was a "odor of solvents". The analytical results for that groundwater sample indicate an analysis for benzene, ethylbenzene, toluene and xylene, showing that the parameters for benzene and ethylbenzene were below detectable limits. However, the analytical results for that sample indicate that chlorobenzene and 1,4- dichlorobenzene were above detectable limits, with significantly-elevated readings, representing excessive contamination with these constituents. These are consistent with the presence of aromatic solvents. Such compounds are hydrocarbons, being derived from petroleum. The groundwater sample related to tank three also showed very high levels of xylene, chlorobenzene, and 1,4-dichlorobenzene; volatile, aromatic hydrocarbon compounds derived from petroleum. The excavation pit for tank three yielded a groundwater sample of similar quality, in terms of the odor of solvents and elevated levels of the above-mentioned hydrocarbon compounds associated with solvents. Tank six, a 550-gallon tank, was located immediately adjacent to and in close proximity to tank three, between tank three and the concrete apron at the rear door of the transmission shop. It contained water at the time it was excavated and inspected. However, it had been used for storage of petroleum or petroleum products of unknown nature. Because of the nature of the business located at the site, the petroleum products contained in the other nearby tanks and because of the petroleum products saturating the soil in the area immediately surrounding and beneath the tank, it is inferred that the tank contained waste oil, transmission fluid, or solvents at various times and occasions. The excavation for tanks three and six, as well as "tank No. four", which was actually the 55-gallon oil and water separator, was one continuous excavation. The water sample taken with regard to the location of tank six shows significantly-elevated levels of chlorobenzene, 1,4-dichlorobenzene, and xylene. The Department's witness, Mr. Register, acknowledged that elevated levels of pollutants in the pit associated with tanks four, three and six were consistent with the presence of solvents and waste oil or "oils and greases". Mr. Smith, the certified pollution specialty contractor supervising and conducting the project, described in his testimony how one can recognize contaminated soil in the field and that soil is saturated when one can squeeze petroleum compounds out of the soil with the hand. This shows excessive contamination of soils at such a site, as was acknowledged by Mr. Register, the engineer for the Bureau of Waste Cleanup for the Department, who testified. Mr. Smith thus established that the soils in the pit at the rear of the facility were saturated with petroleum or petroleum products. These were derived from waste oils and greases, consisting of waste oil and transmission fluid, as well as solvents. The pollutants leaked from tanks six and four, although Mr. Smith acknowledges in his testimony that tank four is not really considered to be a storage facility but, rather, a 55-gallon drum used as an oil/water separator, connected by a clay pipeline to a catch basin immediately in the rear of the apron and rear door of the building. In summary, through Mr. Smith's testimony, it was established that there was excessive contamination at the site, as shown by the saturation of the soils in the excavation pits from which the tanks were removed, in the manner described above. Under Mr. Smith's supervision, all appropriate remedial action was done at the site, all contaminated soil was removed and cleansed at an appropriate thermal treatment facility. The site was declared "clean" by the county agency referenced above, which had supervision of the project under its agreement with the Department. The initial remedial action task undertaken by the Petitioner, as shown by Mr. Smith's testimony, included removal of excessively-contaminated soils, as defined under Section 62.770.200(2), Florida Administrative Code, concerning the excavations at the rear of the transmission shop. Tank six is the only storage tank shown to have been leaking at the rear of the shop, but the spread or diffusion rate and area of contamination which leaked from that tank through the excavation area is not precisely definable. In any event, a significant portion of the soil in the excavation area at the rear of the transmission shop, including that occupied by tank six, was shown to be excessively contaminated and much of it emanated from tank six, especially evidenced by its central location in the contaminated portion of the site. Removal of that contaminated soil was part of the initial remedial action task. Likewise, the removal of the tanks was part of the performance of the initial remedial action task. In fact, all of the excess contamination could not be removed by removal of the soil without removing the tanks first, to get access to the excessively-contaminated areas beneath the surface grade. There is, however, no evidence that the initial remedial action task, with regard to each tank and tank site, which included removal of the tanks and excessively- contaminated soils, included any necessity to recover "free product" with regard to any of the tanks or tank locations. Finally, it is shown that transmission fluid and waste oil, as well as the other, solvent-related constituents of the contamination at the site, are petroleum or petroleum products. They can be, and are used, as a mixture amounting to a "liquid fuel commodity made from petroleum" and such waste petroleum products are often used in Florida, particularly for boiler fuel to fire industrial-type boilers. These compounds found at the site are both petroleum and petroleum products and are hydrocarbons, as defined in Section 376.301, Florida Statutes. It was thus demonstrated that the contamination at the facility was the result of a discharge of petroleum products, from a petroleum storage system, in the manner and for the reasons delineated more particularly above. On or about January 30, 1991, the Petitioner filed an abandoned tank restoration program application form with the Department. The Department issued the Petitioner an "order of eligibility" under that program for the abandoned tank restoration, which final order was entered on August 16, 1991. That order of eligibility is limited to "contamination related to the storage of petroleum products, as defined in Section 376.301(10), Florida Statutes. On February 14, 1992, the Petitioner filed a reimbursement application for all allowable costs with the Department. On or about April 28, 1993, a "final order of determination of reimbursement" for allowable costs was issued by the Department, which denied all reimbursement of cleanup costs associated with contamination of the property. That action was the result of the Department's position that the contamination resulted from improper disposal of petroleum products at the AAMCO transmission facility and not due to contamination of the site from the storage tank system.
Recommendation Having considered the foregoing Findings of Fact, Conclusions of Law, the evidence of record, the candor and demeanor of the witnesses and the pleadings and arguments of the parties, it is RECOMMENDED that a Final Order be entered by the Department of Environmental Protection awarding reimbursement for the cleanup of DEP Facility No. 64-9100172 in accordance with the considerations, findings and conclusions made above. DONE AND ENTERED this 29th day of May, 1996, in Tallahassee, Florida. P. MICHAEL RUFF, 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 29th day of May, 1996. APPENDIX TO RECOMMENDED ORDER CASE NO. 93-3313 Petitioner's Proposed Findings of Fact 1-7. Accepted. 8. Rejected, as constituting argument and not a proposed finding of fact. 9-10. Accepted. 11. Accepted, as to those tanks delineated more particularly in the Hearing officer's findings of fact. 12-13. Accepted. Rejected, as subordinate to the Hearing Officer's findings of fact on this subject matter. Accepted. Respondent's Proposed Findings of Fact 1-2. Accepted. 3. Accepted, but not itself materially dispositive. 4-12. Accepted, but not all of which are materially dispositive. 13-19. Accepted, but not necessarily materially dispositive. 20-23. Accepted. 24-25. Accepted, but not material. 26. Rejected, as subordinate to the Hearing Officer's findings of fact on this subject matter. 27-29. Accepted. 30. Accepted, but not materially dispositive. 31-34. Accepted, but not in themselves materially dispositive. 35-36. Accepted. 37-39. Accepted, but immaterial. 40-45. Accepted, but not in themselves materially dispositive. 46-49. Accepted. 50. Accepted, only as an indication of the Department's position. 51-55. Accepted. 56-64. Rejected, as contrary to the preponderant weight of the evidence and subordinate to the Hearing Officer's findings of fact on this subject matter. 65. Accepted. 66-69. Rejected, as contrary to the preponderant weight of the evidence and subordinate to the Hearing officer's findings of fact on this subject matter, and erroneous as a matter of law. COPIES FURNISHED: Robert J. Riggio, Esquire Owens & Riggio, P.A. 125 North Ridgewood Avenue Daytona Beach, FL 32114 W. Douglas Beason, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard Tallahassee, FL 32399-3000 Virginia B. Wetherell, Secretary Department of Environmental Protection 3900 Commonwealth Boulevard Tallahassee, FL 32399-3000 Kenneth Plante, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Tallahassee, FL 32399-3000
The Issue The question presented here concerns the Petitioner, State of Florida, Department of Agriculture and Consumer Services' Stop Sale Notice placed against Respondent, Pinner Oil Company under the alleged authority of Section 525.06, Florida Statutes (1980), by the process of requiring a refundable bond in the amount of $471.34, pending the outcome of this dispute in which it is contended that the Respondent supplied gasoline for sale which failed to comply with Rule Subsection 5F-2.01(1)(j), Florida Administrative Code, dealing with the allowed lead content in gasoline.
Findings Of Fact The Petitioner, State of Florida, Department of Agriculture and Consumer Services is an agency of government which has, among other responsibilities, the requirement to establish and enforce standards related to maximum allowable lead content in unleaded gasoline offered for sale to the general public. This regulation is designed to avoid the destruction of catalytic devices found in the exhaust systems of certain cars, in which the destruction of a catalyst would bring about problems, with the exhaust system causing its replacement and more importantly, lead to adverse effects on the environment due to an increase in undesired emission from the exhaust system. The Respondent, Pinner Oil Company of Cross City, Florida, is a jobber which supplies gasoline to retail outlets who in turn sales the gasoline to members of the motoring public. The facts reveal that on October 6, 1980, an official with the Petitioner made a routine inspection of the unleaded gasoline reservoir at the B. F. Goodrich-Texaco at 210 Rogers Boulevard, Chiefland, Florida, a customer of Pinner Oil Company. This gasoline was subsequently analyzed and on October 7, 1989, a Stop Sale Notice was served based upon a determination that the unleaded gasoline found in the reservoir at that station contained more than 0.05 grams of lead per U.S. gallon. The gasoline in question was provided to the B. F. Goodrich outlet by an employee of Pinner Oil Company as a part of his duties with the Respondent. In lieu of the total confiscation of the gasoline found in the reservoir tank at the station In question, the Respondent was allowed to post a refundable bond in the amount of $471.34 which represented the price for the number of gallons sold at a retail price since the time of the prior delivery to that station. (By Stipulation entered into between the parties, it was agreed that a finding of fact would be made to the effect that the Respondent, during the course of the last two years, had not been cited for a violation of the Florida Statutes pertaining to contaminated fuels.)
Findings Of Fact Friends of Lloyd, Inc. is a Florida non-profit corporation formed for the purpose of protecting Jefferson County from harmful development. The Council of Neighborhood Associations of Tallahassee/Leon County (CONA) is a non- profit Florida corporation whose members are the neighborhood associations in Leon county; members of those associations reside in 42 Leon County neighborhoods dispersed throughout Leon County. CONA's purposes and goals include protection of the quality of life and environment in Leon County. The Thomasville Road Association's members are principally residents of Leon County. The Association was formed to promote responsible growth management in northern Leon County. None of the Petitioners are owners or "developers" of a Development of Regional Impact within the terms or scope of Chapter 380, Florida Statutes. Rather, Petitioners are members of non-profit organizations interested in the environment and growth management of Leon County. The Department of Community Affairs (the "Department") is the state land planning agency with the power and duty to administer and enforce Chapter 380, Florida Statutes, and the rules and regulations promulgated thereunder. Sections 380.031(18), and 380.032(1), Florida Statutes (1987). Texaco is a business entity that proposes to develop a "tank farm" near the community of Lloyd in Jefferson County, Florida. The Texaco tank farm is a "petroleum storage facility" as that term is used in Rule 28-24.021, F.A.C. Colonial is a business entity that proposes to develop a petroleum pipeline that will connect to the Texaco tank farm. The pipeline is designed to carry and contain petroleum products For purposes of standing, the parties have stipulated that certain environmental hazards can reasonably be expected to occur as a result of the existence of the pipeline/tank farm. No competent evidence was submitted regarding those hazards. As a result of the stipulation, Petitioners have each established injury-in-fact so that they are "adversely affected" by the challenged rule to an extent sufficient to confer upon them standing to maintain this action under Section 120.56, Florida Statutes. On September 7, 1989, one of the Petitioners sent Respondent a letter suggesting that the proposed tank farm development to be built in Jefferson County should be required to undergo review as a DRI. Enclosed with the letter was a proposed circuit court complaint pursuant to Section 403.412(2)(c), Florida Statutes. Petitioner expressed its intention of filing this circuit court action, but first provided Respondent a copy of the proposed complaint in accordance with the provisions of Section 403.412, Florida Statutes. In two letters dated September 8 and 25, 1989, Petitioner supplied additional information to Respondent concerning the tank farm project and contended that in making its determination as to whether the development must undergo DRI review, Respondent should consider the storage capacity of both the tank farm and the pipeline. On October 9, 1989, Respondent answered Petitioner's first letter, and stated that the proposed project was not required to undergo DRI review because the total storage capacity of the tanks was only seventy-eight percent (78%) of the threshold set out in Chapter 28-24, F.A.C. On October 13, 1989, Respondent answered Petitioner's second and third letters, stating that with respect to the pipeline, it has been long standing departmental policy to interpret "storage facilities" as meaning only the tanks, not the pipeline, when determining whether petroleum storage facilities meet the DRI thresholds set out in Chapter 28-24. The proposed tank farm would have nine tanks with a total capacity of 155,964 barrels, which is, as Respondent determined in its letters, approximately seventy-eight percent (78%) of the applicable DRI threshold for "petroleum storage facilities" set forth in Chapter 28-24, F.A.C. The proposed pipeline's capacity over its approximate forty-five mile length from Bainbridge, Georgia to the tank farm is approximately 34,000 barrels. The proposed pipeline's volume flow capacity from the Florida/Georgia state line to the site of the prosed tank farm is approximately 13,500 barrels over approximately 18 miles. If the pipeline's volume capacity from Bainbridge, Georgia is added to the tank farm's volume capacity, the resulting project would be approximately ninety-five percent (95%) of the applicable DRI threshold in Chapter 28-24. If the pipeline's volume capacity from the state line is added to the tank farm's volume capacity, the resulting project would be approximately eighty-five percent (85%) of the threshold. In either instance, the project would exceed the eighty percent (80%) threshold that may require it to undergo DRI review although the project would be Presumed not to be a DRI under the Statute. The Department does not require developments outside Chapter 28-24's enumeration to undergo DRI review. The Department has never treated petroleum Pipelines as "petroleum storage facilities," or as otherwise subject to DRI review. On Several occasions, the Department has applied the petroleum storage facility guideline and standard to petroleum tank farms without determining whether a pipeline was attached to the tank farm. On one prior occasion, the Department has explicitly stated that Petroleum Pipelines are not subject to DRI review. The Petitioners contend that Department's Position that pipelines are not "petroleum storage facilities" is an invalid policy because it has not been adopted as a rule. There is no dispute the Department's Position on this issue has not been promulgated as a rule. If a facility were represented to be a Petroleum pipeline, but was actually designed as and operating as a petroleum storage facility, the Department would apply the Petroleum storage facility DRI guideline and standard to that facility.
Findings Of Fact The proposed site consists of some 311 acres bounded on the South by Alligator Alley (SR 84) and is approximately 6 1/2 miles East of SR 858. The existing solid waste disposal facility at the airport is exceeding the capacity of the area to absorb any additional solid waste. An approved federal grant for expansion and improvement of the Naples airport is contingent upon the cessation of further solid waste disposal at this site. The original deadline for discontinuing use of the airport disposal site of June 30, 1975 has been extended to allow the processing of the instant application. Of the numerous sites considered the one proposed herein was considered by local, state, and federal agencies to be the best overall. The proposed site meets the requirements of, and has been approved by the USDA Soil Conservation Service, the Department of Environmental Regulations, and various state health organization. The plans and specifications which have been submitted by the county and approved by the various agencies concerned called for an excavation of the site to a depth of approximately 3 feet, with the solid waste after compaction being placed in the ground and each layer thereafter placed on top and covered on a daily basis with soil. A perimeter canal will be constructed around the site to divert surface water from outside the site to prevent flooding the area. Interior canals will be installed to provide for collection of the leachate, as well as water falling on the site. The project includes construction of leachate sump ponds on the site, which will be coated to preclude the leachate from percolating into the surrounding area. An all weather access road will be provided to the site, and the only vehicles permitted on the site will be those controlled by the county and city, which would include their contractor for hauling waste. The routes for these vehicles would be such that they would not pass' over the Golden Gate Boulevard, which goes through the community of Golden Gate. At the hearing little new evidence was submitted. Intervenor appeared to take the position that its opposition to the project was based upon the fact that: (1) The site proposed could flood; (2) An impermeable barrier should be installed in all cells to preclude harmful materials from permeating the soil; and (3) Leachate from the cells could enter into the ground water table. Testimony with respect to these objections revealed: (1) The pumping system proposed is adequate to handle any flooding that may reasonably be anticipated; (2) The site is not located on a watershed that could go to a public water supply; (3) The site is some 5 or 6 miles from the nearest public water supply and not so located that surface water from the site could flow to a public water supply; (4) No place in Collier County meets the 5 foot separation provision between water table and place where waste could be dumped; The safeguards provided by the proposed plan qualifies this site for waiver of provision (4) above; (5) If an impermeable barrier was installed beneath the cells it would be ineffective in preventing surface water contamination in the event the site is flooded; (6) In the event the proposed system proves inadequate to control flooding, modifications in the then existing system could be made that would control this problem; and (7) Use of impermeable barrier below cells is but one design method to meet requirements of the various regulatory agencies.
Findings Of Fact Frank Gish operates Gish's Exxon service station, which is located at 400 Ridgewood Avenue, Holly Hill, Florida. Gish's Exxon service station purchases all of its gasoline from the Respondent, Widmaier Oil Company. On or about February 17, 1982, one of the Department's employees performed a routine inspection at Gish's Exxon service station. Samples were taken from each of the station's gasoline pumps and forwarded to a mobile laboratory. One of the samples taken was from the pump labeled "Exxon Unleaded." An examination of this sample was performed on the same date. The lead content of the sample was found to be .09 grams per gallon. After this analysis was performed, the remainder of the sample was forwarded to the Department's laboratory in Tallahassee for more detailed examination. Personnel at the Department's laboratory in Tallahassee performed a precise X-ray examination of the sample. American Society for Testing Materials standards were applied in conducting the examination. The lead content of the sample was found to be .098 grams per gallon. The Department's rules require that gasoline sold as unleaded gasoline may not contain more than .05 grams of lead per gallon Rule 5F-2.01(1)(j), Florida Administrative Code. The Department's testing techniques have a "reproducibility factor" or error factor of up to .034 grams per gallon. Thus, the Department does not take action based upon tests that it runs unless the tests reveal a lead content of more than .084 grams per gallon. The samples taken from Gish's Exxon service station exceeded this amount, and a "Stop Sale" order was issued. Widmaier Oil Company posted a bond in the amount of one thousand dollars ($1,000) with the Department, so that the gasoline could be sold as "leaded gasoline." Widmaier Oil Company has agreed to accept responsibility for the selling of any illegal product as might be determined in this proceeding. No evidence was offered at the hearing from which it could be determined how the unleaded gasoline being sold at Gish's Exxon service station came to have an excessive lead content. Respondent contended that the gasoline may have been contaminated by the Petitioner's agents wrongly placing samples of gasoline that had been taken from a leaded pump into the unleaded tank. This contention is not supported by any evidence, and it appears that the samples taken by the Respondent's agents were not sufficient in volume to have raised the lead content in the unleaded tank to a level that would have violated the Department's standards.
Findings Of Fact The applicant has proposed, as part of its project, certain mitigation activities designed to offset the adverse environmental impacts that would be caused by the dredging of the proposed turning notch. These proposals consist of (a) the creation of 23 acres of new mangrove forest in the John U. Lloyd State Recreation Area (Park) which lies across the ICW from the proposed notch; (b) the construction of approximately 7300 linear feet of riprap along the eastern edge of the ICW to protect existing and proposed mangrove areas from excessive tidal or wave action; (c) the enhancement of 16 acres of existing mangrove forest in the Park; (d) the deepening of an existing tidal creek in the Park to create a manatee sanctuary; and (e) the grant of a conservation easement to the Department which would prohibit any future development in the remaining acres of mangrove forest adjacent to the proposed notch. The 23 acres on which the applicant proposes to create a new mangrove forest are presently vegetated with exotic plants, primarily Australian pine and Brazilian pepper. The applicant proposes to remove the exotics, scrape the area to an appropriate inter tidal elevation, and handplant approximately 165,000 red mangrove seedlings on three foot centers. The new mangroves will be monitored and maintained for seven years, with at least an 80 percent survival rate. 1/ To evaluate its plan for creating new mangrove areas, the applicant planted 3,800 red mangroves in a pilot project along the east side of the, ICW, adjacent to the Park. Following the passage of two years, those mangroves have evidenced a survival rate of approximately 80 percent, and white and black mangrove recruits have established themselves on the site. The applicant has provided reasonable assurances that its' mangrove project will survive, and that its character will be similar to the well-flushed fringe mangrove forest that will be displaced by the notch. The new mangroves should develop a canopy in four to six years, at which time the production of leaf litter will be maximized. When the canopy develops, the per acre productivity of the new mangrove forest should be similar to the present productivity of the mangroves in the notch. In addition to creating 23 acres of new mangroves to replace the 18 acres lost by construction of the notch, the applicant's project will improve the health and productivity of those mangroves presently growing in the Park. This will be accomplished by the removal of the exotics which currently shade A the existing mangroves and by the improvement of the tidal circulation. In conjunction with its mangrove planting project, the applicant will install approximately 7,300 feet of riprap along the eastern shore of the ICW, an area subject to severe erosion. The ripap, which will be constructed to a height of +6 feet MLW (mean low water), will protect the shoreline, the existing mangroves, and the newly planted mangroves from erosion, turbulent water and floating debris. 2/ Fish populations and fishing values will directly benefit from the riprap and new mangroves by providing shelter and a food source. While large fish and materials will not generally pass through the interstitial spaces in the riprap, small fish and other marine organisms will. 3/ These small fish will be protected from predators part of the time, but at low tide they will be forced through the riprap and into the ICW where they will provide a food service for larger fish. The macroinvertebrate population of the area will increase in number and diversity as a result of the mitigation plan. In the long-term, the macroinvertebrate habitat of the mitigation area will be similar to that presently existing in the notch area. Additionally, new macroinvertebrate communities will emerge along the riprap. The mitigation proposal will also create a net benefit to the local and migratory bird population found in the area. The creation of 23 acres of mangroves, together with the enhancement area, infra, will provide additional habitat and improved food source for the birds. 1O. The third feature of the applicant's mitigation proposal is the enhancement of approximately 16 acres of mangroves in the interior of the Park. These mangroves are presently stressed and poorly flushed. The applicant proposes to excavate ditches from the enhancement area to Whiskey Creek, a tidal creek running through the interior of the Park, and scrape, certain upland areas to create inter tidal elevations between Whiskey Creek and the enhancement area. As a result of the ditching and the removal of upland areas, there will be improved tidal penetration and circulation within the enhancement ,area. This will translate to increased leaf litter production, and the export of more detritus to the marine environment. In the fourth part of its mitigation plan, the proposes to construct a manatee refuge in a U-shaped cove in the Park. While manatee should not be adversely impacted by the proposed projet, the proof did establish that boats are the largest cause of manatee injury and mortality. Construction of the proposed refuge outside the active waters of the ICW should, therefore, increase the survival rate of this endangered species. Finally, the applicant has agreed to grant the Department a conservation easement to the 53 acres of mangrove forest that will remain after construction of the turning notch. The dedication of a permanent conservation easement over the remaining mangrove forest will ensure that future construction projects are not undertaken in this area, and that adverse cumulative impacts do not occur. At hearing, the Department announced its intention to impose all of the conditions contained in its September 16, 1986, draft permit, except for condition number, 11, which dealt with the removal of exotics within the conservation easement. The Department also added two new conditions designed to provide additional protection for the manatee. The new conditions would require, all work boats to observe idle speed restrictions in the manatee sanctuary at all times during construction. The Department would also require that the applicant receive approval from the Department of Natural Resources before working in open waters during the manatee season. The applicant agreed to accept and comply with all of the Department's proposed conditions. The proof establishes that the applicant's mitigation plan, built as proposed and subject to the Department's permit conditions, will produce a net benefit for the environment. On balance, this benefit outweighs the negative impact to the environment that would be occasioned by the construction of the turning notch and renders the project not contrary to the public interest. SUPPLEMENTAL RECOMMENDATION Based on the foregoing Supplemental Findings of Fact and the Department's order of remand, dated April 6, 1987, it is RECOMMENDED: That the subject dredge and fill permit be ISSUED, subject to the Department's proposed permit conditions. DONE AND ORDERED this 27th day of May, 1987, in Tallahassee, Florida. WILLIAM J. KENDRICK Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 27th day of May, 1987.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That the application of Port Everglades Authority for a dredge and fill permit be DENIED. DONE AND ORDERED this 20th day of February, 1987, in Tallahassee, Florida. WILLIAM J. KENDRICK Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 20th day of February, 1987.
The Issue There are three legal issues which remain for determination: (1) Whether Florida Petroleum has standing in this case; (2) Whether proposed rule 62-770.220(3)(b), requiring constructive notice to residents or business tenants of real property into which the temporary point of compliance is allowed to extend is an invalid exercise of delegated legislative authority within the meaning of Section 120.52(8)(c), Florida Statutes; and (3) Whether proposed rule 62-770.220(4), requiring additional constructive notice of the status of site rehabilitation is an invalid exercise of delegated legislative authority within the meaning of Section 120.52(8)(c), Florida Statutes.i
Findings Of Fact On December 23, 2004, the Department published a Notice of Proposed Rulemaking regarding amendments to Florida Administrative Code Chapter 62-770. In particular, proposed rule 62-770.220(3)(b) and (4), provides: Subsequent Notice of Contamination Beyond Source Property Boundaries for Establishment of a Temporary Point of Compliance (TPOC) - Prior to the Department authorizing a temporary extension of the point of compliance beyond the boundary of the source property (i.e., the location from which the contamination originates) in conjunction with Natural Attenuation Monitoring pursuant to Rule 62-770.690, F.A.C., or Active Remediation pursuant to Rule 62-770.700, F.A.C., the PRSP shall provide the following notices: * * * (b) Constructive notice to residents [if different from the real property owner(s) notified pursuant to paragraph 62- 770.220(3)(a), F.A.C.] and business tenants of any real property into which the point of compliance is allowed to extend. Such constructive notice, which shall include the same information as required in the actual notice, shall be provided by complying with the following: * * * Status Update 5-Year Notice - When utilizing a TPOC beyond the boundary of the source property to facilitate natural attenuation monitoring or active remediation, an additional notice concerning the status of the site rehabilitation shall be similarly provided every five years to [the classes of] those persons who received notice pursuant to subsection 62-770.220(3), F.A.C., unless in the intervening time, such persons have been informed that the contamination no longer affects the property into which the point of compliance was allowed to extend. * * * (The language in brackets was added pursuant to the Department's Notice of Change and "those" was deleted.) The proposed rule implements Section 376.3071, Florida Statutes. The specific authority for the proposed rule is Sections 376.303 and 376.3071, Florida Statutes. On February 2, 2005, the Environmental Regulation Commission held a public hearing on the proposed rules and approved the proposed rules with certain amendments. On February 14, 2005, Florida Petroleum filed a Petition for Determination of Invalidity of Proposed Rule (Petition) challenging the validity of proposed amendments to proposed rule 62-770.220(3)(b) and (4). The Petition was filed pursuant to Section 120.56(1) and (2), Florida Statutes, and in each instance, Florida Petroleum alleges that the proposed rule violates Section 120.52(8)(c), Florida Statutes. On March 4, 2005, the Department published a Notice of Change regarding the above-referenced Notice of Proposed Rulemaking. With respect to the pending proceeding, the Notice of Change reflects revisions to language of proposed rule 62- 770.220(4), which are not subject to challenge. See Finding of Fact 1. On May 16, 2005, without objection, official recognition was taken of the Department's Notice of Proposed Rulemaking and Notice of Change. Florida Petroleum is a Florida voluntary, non-profit trade association, which comprise, in part, approximately 194 Marketer Members who own and/or operate petroleum storage system facilities in Florida. Florida Petroleum’s purposes include providing representation on behalf of its members in legislative and regulatory matters before the Florida legislature and agencies. Florida Petroleum routinely represents its members in rule development proceeding and other regulatory matters before the Department of Environmental Protection, Department of Revenue, and Department of Agriculture and Consumer Services. Florida Petroleum’s By-Laws state that its purposes include advancing the business concerns of its members, pooling the energy and resources of its members, and communicating with elected officials at the national, state, and local levels of government. Towards those ends, Florida Petroleum has represented it members before the Florida Legislature in matters relating to the regulation of petroleum facilities under Chapter 376, Florida Statutes, and has appeared before the Department in rulemaking proceedings involving the regulation of petroleum cleanups, and the various state restoration funding assistance programs. The subject matter of the rule at issue is within the general scope of interest and activity of Florida Petroleum, in particular, its marketer members, who own or operate facilities that store petroleum products for consumption, use, or sale. Florida Petroleum submitted oral and written comments, recommendations, objections, and proposed amendments to the Department and the Environmental Regulation Commission in connection with the rules at issue in this case. A substantial number of Florida Petroleum marketer members are "persons responsible" for assessment and remediation of one or more petroleum-contaminated sites. Florida Administrative Code Chapter 62-770, governs the remediation of petroleum-contaminated sites. A substantial number of Florida Petroleum’s marketer members are "persons responsible" for assessment and remediation of sites identified by the Department as "confirmed" or "suspected" sources of contamination beyond the boundary of the facility (i.e., "off-site contamination"). In certain instances, the Department's rules allow for the use of No Further Action with Conditions procedures in cases of petroleum contamination where applicable regulatory requirements are met because the use of conditions, such as institutional and engineering controls, may be more cost- effective than active remediation. As of February 2005, the Department estimated that it had reports of approximately 23,000 petroleum-contaminated sites. In 2004, the Department received an estimated 539 Discharge Report Forms in connection with petroleum storage facilities. As of March 2005, the Department had information indicating that approximately 2,000 "off-site" properties have been affected by contamination. Assessment Reports filed with the Department indicate that a substantial number of these sites may have been affected by discharges of petroleum or petroleum products. Petroleum discharges will in all likelihood continue to occur in the future at petroleum facilities. Petroleum discharges will in all likelihood continue to affect off-site properties in the future.
The Issue In this proceeding, Florida Power Corporation (FPC) seeks approval to construct and operate 470 MW of natural gas-fired advanced design combined cycle (NGCC) generating capacity at its proposed Polk County Site. Additionally, FPC seeks a determination that the Polk County Site has the environmental resources necessary to support an ultimate capacity of 3,000 MW of combined cycle generating capacity fueled by a combination of natural gas, coal-derived gas and distillate fuel oil. Such an ultimate site capacity certification may be granted pursuant to Section 403.517, Florida Statutes and Rule 17-17.231, Florida Administrative Code.
Findings Of Fact Project Site and Vicinity FPC's proposed Polk County Site is located on approximately 8,200 acres in southwest Polk County, Florida, in an area dominated by phosphate mining activities. The Polk County Site is approximately 40 miles east of Tampa, 3 miles south of Bartow and 3.5 miles northwest of Fort Meade. Homeland, the nearest unincorporated community, lies about one mile to the northeast of the site boundary. The Polk County Site is bounded on the north by County Road (CR) 640 and along the southeast and south by a U.S. Agri-Chemical Corporation (USAC) mine. CR 555 runs north-south through the site. The Polk County Site is comprised of land in four different phases of mining activity: mine pits, clay settling ponds associated with phosphate mining, land which has been mined and reclaimed, and land which has yet to be mined. Approximately one-half of the Polk County Site is subject to mandatory reclamation. Land uses adjacent to the Polk County Site consist almost entirely of phosphate mining activities. One mobile home is located at the intersection of CR 640 and CR 555 approximately 2 miles from the proposed location of the principal generating facilities. General Project Description The initial generating capacity at the Polk County Site will be NGCC units. Under what has been designated as the Case A' scenario, ultimate site development will consist of 1,000 MW of NGCC and 2,000 MW of CGCC generating capacity, for a total of 3,000 MW. Under the alternative Case C scenario, the ultimate site capacity would consist of 3,000 MW of all NGCC capacity. The Case C scenario was initially developed as the worst case scenario for the socioeconomic impact analysis (i.e., the one that would produce the least amount of economic benefit.) The combined cycle units which initially burn natural gas can be modified to burn coal gas if necessary to meet changes in fuel supply or pricing. However, under the proposed ultimate site capacity, CGCC generating capacity will be limited to a maximum of 2,000 MW out of the total of 3,000 MW. At ultimate buildout the major facilities at the Polk County Site will include the plant island, cooling pond, solid waste disposal areas, and brine pond. The plant island will be located on mining parcels SA-11, SA-13 and the northerly portion of SA-12. The plant island ultimately will contain the combined cycle power block, oil storage tanks, water and sewage treatment facilities, coal gasification facilities, coal pile and rail loop, and coal handling facilities. The cooling pond at ultimate buildout will be located in mining parcels N-16, N-15 and N-11B, with a channel through N-11C. Mining parcels N-11C, P-3, Phosphoria, Triangle Lakes and P-2, if not used as a solid waste disposal area, will be used as water crop areas to collect rainfall for supplying the cooling pond. The brine pond will receive wastewater reject from the reverse osmosis (RO) water treatment system and will be located on mining parcel SA-9. Two solid waste disposal areas (SWDA) are planned for ultimate development of the Polk County Site. The SWDAs will be mining parcel SA-8 initially and mining parcel P-2 in later phases, if necessary. Coal gasification slag will be the predominant solid waste to be disposed of in the SWDAs. Other areas included within the Polk County Site are mine parcels N- 11A, N-13, N-9B, Tiger Bay East, Tiger Bay, the northerly 80 acres of N-9, SA-10 and the southerly 225 acres of SA-12. Along with providing a buffer for the Polk County Site facilities, these parcels also will provide drainage to Camp Branch and McCullough Creek. Linear facilities associated with the initial 470 MW of generating capacity at the Polk County Site will include a 230 kilovolt (kV) transmission line upgrade, a reclaimed water pipeline, and a backup natural gas pipeline. Site Selection A comprehensive process was used to select the Polk County Site. The goal of that process was to identify a site which could accommodate 3,000 MW of generating capacity and offer characteristics including: (1) multi-unit and clean coal capability; (2) technology and fuel flexibility; (3) cost effectiveness; (4) compatibility with FPC's commitment to environmental protection; (5) ability to comply with all government regulations; and (6) consistency with state land use objectives. The site selection process included the entire State of Florida. Participants in the site selection process included a variety of FPC departments, environmental and engineering consultants, and an eight-member Environmental Advisory Group (EAG) composed of environmental, educational, and community leaders. In October, 1990, with the concurrence of the EAG, the Polk County Site was selected. The ultimate basis for the selection of the Polk County Site was the disturbed nature of the site as a result of extensive phosphate mining activities. The Polk County Site also is compatible with FPC's load center and transmission line network, and is accessible to rail and highway transportation systems. PSC Need Determination On February 25, 1992, the PSC issued Order No. 25805 determining the need for the first 470 MW of generating capacity at the Polk County Site. The PSC concluded in its order that the first two combined cycle units (470 MW) at the Polk County Site will contribute to FPC's electric system reliability and integrity. It also concluded that the first two units would enable FPC to meet winter reserve margin criteria and to withstand an outage of its largest unit at the time of system peak demand. The PSC stated that it was important for FPC to secure a site to meet future needs and that the first two units would contribute toward this goal. Basis for Ultimate Site Capacity The Site Certification Application (SCA), including the Sufficiency Responses, addressed the impacts associated with 3,000 to 3,200 MW of generating capacity under several scenarios. FPC eliminated or modified several of the scenarios by filing a Notice of Limitations which addressed the capacity and environmental effects of 1,000 MW of NGCC and 2,000 MW of CGCC generating capacity at the Polk County Site. Throughout the SCA, Sufficiency Responses and Notice of Limitations, the capacity constraints and environmental effects were analyzed under a worst case scenario, i.e., the maximum environmental effects that could be expected at ultimate site capacity. An ultimate site capacity determination will significantly reduce the time and expense associated with processing supplemental applications for future units at the Polk County Site under the expedited statutory procedures of the Power Plant Siting Act. This will allow FPC to respond more quickly to changes in growth and demand. An ultimate site capacity determination also provides FPC the assurance that the Polk County Site has the land, air and water resources to support future coal gas-fired generating capacity. Project Schedule and Costs Construction of the initial 470 MW of NGCC generating capacity is scheduled to begin in 1994. These units will go into operation in 1998 and 1999. Based on current load forecasts, it is expected that approximately one 250 MW unit will be added every other year to the Polk County Site. Under this schedule, ultimate site development of 3,000 MW would occur about 2018. Capital investment for the Polk County Site is expected to be approximately $3.4 billion for the 1,000 MW NGCC/2000 MW CGCC Case A' scenario and approximately $1.7 billion for the all NGCC Case C scenario. Project Design Generating units for the Polk County Site will be advanced design combined cycle units firing natural gas and/or coal gas, with low sulfur fuel oil as backup. Each combined cycle unit will consist of one or two combustion turbines (CT), a heat recovery steam generator (HRSG) for each CT and one or two steam turbines (ST). The first 470 MW of generating capacity will consist of two CTs firing natural gas, two HRSGs and one or two STs. At ultimate site capacity, the Polk County Site will consist of 12 CTs, 12 HRSGs, and 6 to 12 STs. A combined cycle unit is a generating system that consists of two sequential generating stages. In the first stage, the natural gas, coal gas or fuel oil is burned to operate the CT. Hot exhaust gas from the CT is passed through the HRSG to produce steam to operate the ST. The CT and steam from the HRSG can be arranged to drive individual generators or a single generator. In later phases of the Polk County Site, up to 2,000 MW of combined cycle generation may be fired on coal gas. The combined cycle units that were initially constructed to operate on natural gas can be modified to operate on coal gas. Under the Case A' scenario, two coal gasification plants would be built to produce coal gas for the combined cycle units. Associated with the coal gasification phase of the project will be the expansion of the plant island to accommodate the storage and handling of coal. Coal will be transported onsite by railroad. A rail loop for coal trains will be constructed on the plant island. It will be sized to accommodate a 100-car coal train. The coal storage area and limestone stockout will be located within the coal loop. Limestone is used in the coal gasification process as a fluxing agent to improve the viscosity of the coal slag, a by-product of the coal gasification process. The coal storage area, including the coal piles and emergency coal stockout system, will be lined with an impervious liner, and runoff from the coal storage area will be recycled to the coal gasification plants. The cooling pond for the Polk County Site will be located north and east of the plant island. Water from the cooling pond will be used for producing steam and condenser cooling. The cooling pond will be constructed initially in mining parcel N-16 and then in parcels N-15 and N-11B for later phases. These areas are mined-out pits which are surrounded by earthen dams. These dams will be upgraded where required to provide stability equivalent to the requirements of Chapter 17-672, Florida Administrative Code, for phosphate dams. Soil and Foundation Stability To evaluate the existing soil conditions at the Polk County Site, more than 165 test borings were made. The plant island is an existing mine pit which has been partially filled with sand tailings from phosphate mining operations. Underlying the sand is the Hawthorn formation which is often used as the base for deep load bearing foundations. Foundations for the heavier loads of power plant facilities will require pile foundations or similar types of deep foundations that will extend into the Hawthorn formation. The potential for sinkhole development at the Polk County Site was investigated by reviewing historic sinkhole records, aerial photographs, well drillers' logs, and by drilling three deep borings at the site. The investigation demonstrated that the potential for sinkhole development at the Polk County Site is low and acceptable for this type of construction. Construction Activities Construction of the Polk County Site will be phased over an approximately 25-year period beginning in 1994. The development of the Polk County Site is expected to take place in seven phases. Changes in the scope or sequence of the individual phases may occur depending on capacity needs over time. During Phase I, the initial earthwork and dewatering activities required for the construction of the plant island and cooling pond will take place. The initial cooling pond and plant island area will be dewatered and fill will be placed in SA-11 and SA-13 for the initial power plant construction. Water from the dewatering activities will be conserved by storage in mining parcels SA-8, SA-9, SA-10, N-15 and the northerly part of SA-12, except for quantities used in IMC's recirculation system. Clay consolidation will commence for other parcels, such as N-11A, N-11B, N-11C, N-13 and N-9B. Phosphate mining and related operations will still function in parcels P-2, P-3, Phosphoria, Triangle Lakes, and N-9. The initial vertical power plant construction for the first 470 MW of generating capacity will take place in Phase II. Water stored in Phase I, along with reclaimed water from the City of Bartow, will be used to fill the cooling pond in parcel N-16. Any excess reclaimed water from the City of Bartow, if necessary, will be stored in the eastern portion of N-16. Mining parcels SA-10, the southerly part of SA-12, and a portion of the offsite Estech Silver City plant site will be configured for drainage enhancement to McCullough Creek. Mining parcel SA-8 will be prepared to receive solid waste and parcel SA-9 will be prepared to receive wastewater from the RO system and neutralization basin. Wildlife habitat creation and enhancement will begin in parcels N-9B and N-13. Phase III of the Polk County Site represents the operation of the power plant from 235 MW to 1,500 MW, currently projected as NGCC capacity. The plant island, which will contain the generating units, will be located on mining parcels SA-11 and SA-13. The cooling pond will be located in N-16 and will receive reclaimed water from the City of Bartow and water crop from mining parcels P-3, Phosphoria, P-2, Triangle Lakes, N-15, N-11B, N-11C, the northerly end of SA-12 and the east end of N-16. Phase IV will encompass the development of the Polk County Site from 1,500 MW to 2,000 MW, currently projected as NGCC capacity. In conjunction with the additional generating units onsite, the cooling pond in N-16 will be enlarged to 1,219 acres. Other portions of the Polk County Site would remain the same as in Phase III. During Phase V, coal gasification is projected to be introduced to the Polk County Site. Generating capacity will be increased to 2,250 MW of which 1,000 MW are projected to be NGCC and the remaining 1,250 MW will be CGCC. To accommodate the coal gasification facilities, the northerly portion of SA-12 would be filled. The balance of the site would remain as described in Phase IV. During Phase VI, the generating capacity at the Polk County Site is projected to increase from 2,250 MW to 3,000 MW. This generating capacity will be a combination of 1,000 MW on NGCC and 2,000 MW on CGCC. During this phase, the cooling pond will be enlarged to 2,260 acres and will include parcels N-16, N-15 and N-11B, and a channel through N-11C. Earthwork will be required in N-15 and N-11B to repair and improve dams, and add slope protection on the dam inner faces and seeding on the exterior faces. Phase VII will be the final phase of the Polk County Site. During this phase, if the solid waste disposal area in mining parcel SA-8 were to become full it would be closed and mining parcel P-2 would be prepared to receive solid waste from the power plant operations. Parcels P-3 and Phosphoria will be available for mitigation, if necessary, as a result of activities in parcel P-2. This phase might not occur if coal slag is successfully recycled. Fuel Supply Fuel for the initial 470 MW of combined cycle generation will consist primarily of natural gas, with light distillate fuel oil as backup. Natural gas will be delivered by pipeline to the Polk County Site at a rate of 3.75 million cubic feet per hour. FPC currently plans to receive natural gas from the proposed Sunshine Pipeline for which certification is being sought in a separate proceeding. The Application for the Sunshine Pipeline was filed with DEP in August 1993. The other source for natural gas will be the backup natural gas pipeline which is being certified in this proceeding as an associated linear facility. Fuel oil will be delivered to the site by tanker truck, and enough fuel oil will be stored onsite for three days of operation for each combined cycle unit. At ultimate development, three 4-million gallon oil tanks will be located on the Polk County Site. All fuel handling and storage facilities, including unloading areas, pump areas, piping system, storage tanks, and tank containment areas will meet the requirements of DEP Chapter 17-762, Florida Administrative Code, and applicable National Fire Prevention Association Codes. At ultimate site development, the combined cycle units would use both natural gas and coal gas as primary fuels, and fuel oil as a backup fuel. As with the initial phase of operation, natural gas will be supplied by pipeline. At 1,000 MW of NGCC capacity, six to eight million cubic feet per hour of natural gas will be required. Coal for the coal gasification units will be delivered by railroad. For 2,000 MW of CGCC generating capacity, approximately 15,000 to 20,000 tons of coal a day will be required. Linear Facilities The initial 470 MW of NGCC generation includes three associated linear facilities: a 230-kV transmission line upgrade, a reclaimed water pipeline, and a backup natural gas pipeline. 230-kV Transmission Line The 230-kV transmission line will be routed from the existing FPC Barcola Substation within the Polk County Site to the FPC Ft. Meade Substation adjacent to CR 630. The transmission line corridor is approximately 1,000 feet wide within the Polk County Site boundary and narrows to 500 feet as the corridor leaves the site. The transmission line corridor follows several linear facilities including an existing transmission line right-of-way, CR 555 and CR 630. Land uses along the corridor are primarily phosphate mining, agricultural and industrial. Wetlands within the transmission line corridor are minimal and are associated primarily with roadside ditches. Where the transmission line crosses McCullough Creek, the creek will be spanned. The 230-kV transmission line will be constructed using single shaft tubular steel poles with a double circuit configuration for two 230-kV circuits. The transmission line structures will range in height from 110 feet to 145 feet. The conductor for the transmission line is a 1590 ACSR conductor that is approximately 1.54 inches in diameter. Conductor span lengths between structures will range from 500 to 900 feet. The transmission line will be constructed in six phases. During the first phase, the right-of-way will be cleared. Clearing in upland areas will be done using mowers and other power equipment. Clearing in wetlands, if necessary, will be accomplished by restrictive clearing techniques. After the right-of-way has been cleared, existing structures which will be replaced with new transmission line structures will be removed by unbolting them from their foundations and removing the structures with a crane. Foundations for new transmission line structures will be vibrated into the ground using a vibratory hammer or placed into an augured hole and backfilled. After the foundations are in place, new structures will be assembled on the foundations using a crane. Insulation and pole hardware will be mounted on the structures after erection. In the fifth phase of construction, conductors will be placed on a structure by pulling the conductors through a stringing block attached to the structure. During the final phase of construction, the structures will be grounded and any construction debris will be removed from the right-of-way. The construction of the 230-kV transmission line is estimated to require approximately 17 weeks. Construction of the transmission line will meet or exceed standards of the National Electrical Safety Code; FPC transmission design standards; Chapter 17- 814, Florida Administrative Code; and the Florida Department of Transportation Utility Accommodation Guide, where applicable. Electric and magnetic fields from the 230-kV transmission line will comply with the standards set forth in Chapter 17-814, Florida Administrative Code. Audible noise from the transmission line should occur only during rainy weather and will not exceed 39.1 dBA at the edge of the right-of-way. Since the transmission line is not located near many residences, interference to television and AM radio reception should be minimal. If interference does occur, it can be identified easily and corrected on an individual basis. Backup Natural Gas Pipeline The backup natural gas pipeline will originate at the Florida Gas Transmission pipeline in Hillsborough County at CR 39. The backup pipeline corridor runs generally east for 18 miles until it enters the Polk County Site at the western boundary of the plant island. The pipeline corridor is 1,000 feet wide and it generally follows linear facilities such as Jameson Road, a Tampa Electric Company transmission line, the CSX Railroad, Durrance Road, and Agricola Road. Several subalternate corridors are proposed in Polk County where the backup natural gas pipeline crosses phosphate mining land. The subalternate corridors, all of which are proposed for certification, are necessary to maintain flexibility in routing the backup natural gas pipeline around active mining operations. The uses of land crossed by the backup natural gas pipeline corridor consist primarily of phosphate mining and some agriculture. There are only two areas of residential land use along the corridor, one along Jameson Road in Hillsborough County, and the other near Bradley Junction along Old Highway 37 in Polk County. Ecological areas crossed by the natural gas pipeline corridor include a portion of Hookers Prairie in Polk County, some isolated wetlands associated with phosphate mining activities, and the South Prong Alafia River near CR 39 in Hillsborough County. The backup natural gas pipeline will consist of a metering facility, a scraper trap for pipeline cleaning, a maximum 30-inch buried pipeline made of high strength steel, a pressure regulating station, a cathodic protection system for corrosion control, and a Supervisory Control and Data Acquisition (SCADA) system to monitor and operate the pipeline. The pipe to be used for the natural gas pipeline will be manufactured in accordance with standards specified in 49 CFR 192 and the industrial standards referenced therein. Pipe thickness will vary depending on the population of the area crossed. External corrosion control for the pipe will be provided by an external coating around the pipe and a cathodic protection system designed to prevent electrochemical corrosion of the pipe. Pipeline sections will be hydrostatically tested before leaving the factory to 125 percent of the design pressure. Activities associated with the construction of the backup natural gas pipeline will include survey and staking of the right-of-way, right-of-way preparation, stringing of the pipe, bending, lineup welding and nondestructive testing, ditching, lowering in of pipeline sections, backfilling, tying in pipeline sections, testing and right-of-way restoration. Construction of the pipeline will take place typically within a 75 foot-wide right-of-way. A wider right-of-way may be required where specialized construction activities, such as jack and bore methods, are used. After construction, the natural gas pipeline will have a permanent 50-foot right-of-way. Where the pipeline crosses federal and state highways or water courses, directional drilling or jack and bore construction methods will be used to minimize disturbance. Where the pipeline crosses the South Prong Alafia River, directional drilling will be used to locate the pipeline underneath the river bed. Pipeline welding will be done by highly skilled personnel who have been qualified in accordance with 49 CFR 192. Pipeline welds will be visually inspected and a percentage of the welds will be x-rayed for analysis. Once the pipeline is constructed, buried and tie-in welds completed, the pipeline will be hydrostatically tested. Hydrostatic testing will use water with a minimum test pressure of 125 percent of maximum operating pressure. Water for hydrostatic testing will be pumped from and returned to the Polk County Site cooling pond. Construction of the pipeline will comply with Title 49 CFR Part 192, Transportation of Natural and Other Gas by Pipelines: Minimum Federal Safety Standards; Chapter 25-12, Florida Administrative Code; Safety of Gas Transportation by Pipeline; and the FDOT Utility Accommodation Guide. After construction of the backup natural gas pipeline, the right-of- way will be restored and a 50-foot-wide permanent right-of-way will be maintained. Line markers will be located along the pipeline at regular intervals and warning signs will be posted where the pipeline crosses roads, railroads, or stream crossings. The estimated cost for the pipeline construction is $611,100 per mile, or $11.2 million for the 18.2 mile pipeline route. Reclaimed Water Pipeline The reclaimed water pipeline will run from the City of Bartow to the cooling pond near the eastern side of the Polk County Site. The reclaimed water pipeline corridor follows the CSX Railroad and U.S. Highway 17/98 south from the southerly Bartow city limit turning west toward the Polk County Site just south of Homeland. Land uses along the corridor include phosphate mining, commercial sites, rural residences and recreation. The corridor does not cross any environmentally sensitive habitats. The reclaimed water pipeline consists of a buried pipe, 24 to 36 inches in diameter, butterfly valves about every mile along the pipeline, and a flow meter. Pumping of reclaimed water will be provided by the Bartow Sewage Treatment Plant. Construction of the reclaimed water pipeline is similar to that of the natural gas pipeline and includes the following activities: survey and staking of the right-of-way, right-of-way preparation, ditching or trenching construction, stringing of the pipe and pipe installation, back filling, hydrostatic testing, and right-of-way restoration. Where the pipeline crosses state or federal highways or railroads, the pipe will be installed by using jack and bore construction. Construction of the reclaimed water pipeline is estimated to cost $500,000 per mile or $5,000,000 for the total length of the pipeline. Construction of the reclaimed water pipeline will comply with the standards in Chapter 17-610, Florida Administrative Code, the Florida Department of Transportation Utility Accommodation Guide, and the EPA Guidelines for Water Reuse Manual. The pipeline will be hydrostatically tested prior to operation. Corrosion control of the pipeline will depend on the material used for the pipeline and the soil conditions. If a polyethylene or a polyvinylchloride material is used, no corrosion control will be necessary. If ductile iron is used, the soil will be tested for corrosive properties and, if necessary, the pipeline will be protected from corrosion with a poly wrap material. Solid Waste Disposal Various types of solid waste will be generated by the operation of the Polk County Site. Depending upon the type of solid waste, disposal may be made in the onsite solid waste disposal areas or it may be disposed of offsite. Waste inlet air filters from the combustion turbines and general waste, such as office waste, yard waste and circulating water system screenings, will be recycled or disposed of offsite at the Polk County North Central Landfill. Solid waste from the well water pretreatment and blowdown pretreatment will be disposed of onsite in the solid waste disposal area to be constructed in mining parcel SA-8. Sulfur, a by-product of coal gasification, will be of marketable grade and will be stored in a molten state onsite and delivered to buyers by rail car or tanker truck. Slag, a by-product of coal gasification, will be the largest volume of solid waste generated at the Polk County Site. Slag is potentially marketable and FPC will make efforts to recycle this by-product as construction aggregate. If slag is not marketable, it will be disposed of in the onsite solid waste disposal areas initially in mining parcel SA-8 and later, if necessary, in parcel P-2. Low volume spent acidic and basic solutions produced in the regeneration of demineralizer resin bed ion exchanges during operation of the facility will be treated in an elementary neutralization unit to render them non-hazardous. Other potentially hazardous waste will be tested and if determined hazardous will be disposed of in accordance with all applicable federal and state laws. Onsite disposal of slag, and well water and blowdown pretreatment solids will be made in the solid waste disposal areas to be constructed in parcels SA-8 and later, if necessary, P-2. These parcels are clay lined impoundments that have clays generally 20 to 40 feet thick. Prior to disposal of any solid waste in a clay settling area, that area will be drained and the clays consolidated. The clays will be probed and if the clay thickness is less than 10 feet it will be refurbished or patched with a synthetic liner. Additionally, a geotextile net will be installed to provide tensile strength to the upper layer of clay. Perimeter leachate collection piping will be installed. Leachate in the interior of the solid waste disposal areas will be monitored and collected by the use of well points to maintain the leachate head at no greater than 4 feet. The solid waste disposal area in parcel SA-8 will be closed by installing a two-foot thick soil cover which will be seeded and graded to provide water crop to parcel N-16. At closure, the leachate level will be pumped down to minimize the residual leachate head. The clay which lines the base of the solid waste disposal areas decreases in permeability as it consolidates and the solids content of the clay increases. In the first 20 to 50 years of consolidation, the hydraulic gradient of the clay is reversed and water will drain upward. Analysis of the clay shows that it would take 60 to 100 years for leachate to seep through the clay liner. After closure and capping of the solid waste disposal area occurs and the leachate residual head is pumped out, leachate is not expected to break through the liner. Based on the design of the solid waste disposal areas and the analysis of the clay, the solid waste disposal areas in parcels SA-8, and later P-2, should provide equivalent or superior protection to that of a Class I landfill under Chapter 17-7.01, Florida Administrative Code. Industrial Wastewater The Polk County Site is designed to be a zero discharge facility. There will be no offsite surface water discharge of contaminated stormwater or cooling pond blowdown. Cooling pond blowdown will be treated first by a lime/soda ash softening pretreatment system. A portion of the softened effluent will be routed to the cooling pond and a portion will be treated further by reverse osmosis (RO). High quality water from the RO system will be reused in the power plant as process water. The reject wastewater from the RO system will be sent to the brine pond for evaporation. In later stages of the Polk County Site operation, the RO reject wastewater will be concentrated prior to disposal in the brine pond. The brine pond will be constructed in parcel SA-9, a waste clay settling pond. Parcel SA-9 has thick waste clay deposits which will act as a liner. A synthetic liner will be placed along the interior perimeter of the brine pond out to a point where the clay is at least 10 feet thick. The synthetic liner will prevent seepage of the brine through the embankment of the brine pond and will provide added protection near the perimeter of the brine pond where the clay liner is thinner. Groundwater Impacts/Zone of Discharge The brine pond and solid waste disposal areas will be located in waste clay settling ponds with thick clay liners. They will be constructed to minimize, if not eliminate, seepage of brine and leachate to groundwater. If brine or leachate should seep through the clay liner, dispersion and dilution will reduce chemical concentrations so that neither primary nor secondary groundwater quality standards will be exceeded at the boundary of the zone of discharge. A zone of discharge has been established for the solid waste disposal area in parcel SA-8, the brine pond in parcel SA-9, and the cooling pond in parcels N-11B, N-15 and N-16. The zone of discharge will extend horizontally 100 feet out from the outside toe of the earthen dam along a consolidated boundary surrounding these facilities and vertically downward to the top of the Tampa member of the Hawthorn Group. A groundwater monitoring plan will be implemented to monitor compliance with groundwater standards at the boundary of the zone of discharge. Surficial Hydrology and Water Quality Impacts The Polk County Site is located along the divide between the Peace River Drainage Basin and the Alafia River Drainage Basin. Water bodies near the site include McCullough Creek, Camp Branch, Six Mile Creek, Barber Branch, and South Prong Alafia River. Mining has disrupted or eliminated natural drainage patterns from the Polk County Site to these water bodies. Currently the only drainage from the Polk County Site to these water bodies is through federally permitted National Pollutant Discharge Elimination System (NPDES) outfalls to McCullough Creek and Camp Branch. To assess the impact to the surficial hydrology of the Polk County Site and surrounding water bodies, the baseline condition was assumed to be the surficial hydrology which would be present under current mandatory reclamation plans for the mining parcels onsite and offsite. The baseline for non-mandatory parcels was assumed to be the minimum reclamation standards under the DEP/Bureau of Mine Reclamation (BOMR) (formerly within the Department of Natural Resources) Old Lands Program and the baseline for non-mandatory offsite parcels was considered to be the existing condition. The one water body onsite for which the baseline condition presently exists is Tiger Bay, which has been reclaimed and released. The baseline condition for the Polk County Site ultimately would include elimination of seepage from N-16 to Tiger Bay and removal of the NPDES outfall weir from Tiger Bay to Camp Branch. These conditions will result in a lowering of the water table in Tiger Bay and the drying out of wetlands in that area. Under current reclamation plans, water bodies also will be created in parcels SA-12 and SA-11. Other than the reclaimed Tiger Bay and Tiger Bay East, DEP, Southwest Florida Water Management District (SWFWMD) and Polk County have not claimed jurisdiction over any of the water bodies onsite within areas in which phosphate mining activities have been or will be conducted. The major construction activities which may impact offsite surface water bodies are the dewatering activities associated with the initial phase of construction. During this period, parcels SA-11, SA-13 and N-16 will be dewatered to allow earth-moving activities to take place. Dewatering effluent will be stored onsite, reused in IMC's recirculation system, or discharged in the event of above-average rainfall. After the earthwork is complete, the water will be returned to N-16. Based on this construction scenario, no adverse impact to offsite surface water bodies is expected from the construction activities associated with the Polk County Site. The Polk County Site has been designed to function as a "zero discharge" facility. No surface water will be withdrawn from or discharged to any offsite surface water body as a result of plant operations. Certain non- industrial areas within the Polk County Site will be designed, however, to provide offsite drainage to enhance flows to McCullough Creek and Camp Branch. Flow to McCullough Creek will be enhanced by drainage from parcel SA-10, an offsite portion of the Estech Silver City Plant Site, and the southerly portion of parcel SA-12. Drainage from parcels N-11A, N-13, N-9B, Tiger Bay East and Tiger Bay will enhance flows to Camp Branch. Additionally, FPC has agreed to explore the possibility of restoring drainage to Six Mile Creek if onsite water cropping produces more water than FPC needs for power plant operations and if such drainage can be accomplished without additional permits. The net effect of the drainage enhancement plans will be to equal or improve flows to McCullough Creek and Camp Branch over the baseline condition for the site. There are several types of surface water systems to be developed on the Polk County Site. Surface water runoff from the plant island, other than that from the coal and limestone storage areas, will be routed to the site runoff pond and then used in the cooling pond as makeup water. Surface water runoff from the coal and limestone storage areas, as well as runoff from the active solid waste disposal area, will be routed to a lined recycle basin and will be used as process makeup water for the coal gasification plant. Surface water runoff from mining parcels N-11C, Triangle Lakes, N-11B and N-15 prior to its use as part of the cooling pond, P-3, Phosphoria, P-2 prior to its use as a solid waste disposal area, and SA-8 after it has been closed as a solid waste disposal area, will be directed to the cooling pond as makeup water. All of the surface water management systems will meet the requirements of the SWFWMD Management and Storage of Surface Water rules. Subsurface Hydrology and Impacts from Water Withdrawal The Polk County Site will use a cooling pond for process water and for cooling water for the combined cycle units and the coal gasification facilities. For the initial 940 MW of generating capacity, makeup water for the cooling pond will come from onsite water cropping and reclaimed water from the City of Bartow. FPC has negotiated an agreement with the City of Bartow for 3.5 or more million gallons per day (mgd) of reclaimed water from its wastewater treatment facility. At ultimate site capacity, the Polk County Site will require up to 23.6 mgd from a combination of offsite sources and groundwater for the operation of the power plant. FPC has agreed with the SWFWMD to obtain at least 6.1 mgd from reclaimed water and other offsite non-potable water sources, including the City of Bartow, for use as makeup water for the cooling pond. The additional 17.5 mgd of water may be withdrawn from the Upper Floridan Aquifer if additional sources of reclaimed water are not available. FPC has identified substantial amounts of reclaimed water that may be available. A limited quantity of potable water from the Upper Floridan Aquifer will be needed to supply drinking water and other potable water needs for power plant employees. Well water from the Upper Floridan Aquifer will be treated, filtered and chlorinated in an onsite potable water treatment system prior to consumption. At ultimate site development, potable water consumption is estimated to average 19,000 gallons per day, with a peak consumption of 36,000 gallons per day. As an alternative, FPC may connect with the City of Bartow or the City of Fort Meade potable water system. The subsurface hydrology of the Polk County Site consists of three aquifer systems. The uppermost system is the surficial aquifer which is located in the upper 20 to 30 feet of soil. Due to mining operations, the surficial aquifer has been removed from the site except beneath highway rights-of-way and portions of some dams. Below the surficial aquifer lies the intermediate aquifer which is comprised of an upper confining layer approximately 120 feet thick, a middle water bearing unit about 60 feet thick, and a lower confining unit about 80 to 100 feet thick. This aquifer system provides potable water to some small quantity users in the area. Below the intermediate aquifer is the Floridan Aquifer, which consists of the Upper Floridan Aquifer, a discontinuous intermediate confining unit, and the Lower Floridan Aquifer. The Upper Floridan Aquifer provides a larger source of potable water for the area. The Lower Floridan Aquifer is characterized by poorer quality water and has not been used generally for water supply. The principal impact to groundwater from construction of the Polk County Site will be from the dewatering activities in parcels N-16, SA-11 and SA-13. This impact, if not mitigated, could result in the lowering of groundwater levels in the surficial aquifer in adjacent wetlands. During construction, recharge trenches will be constructed in certain locations near wetlands. Modeling analysis demonstrates that the recharge trenches will adequately mitigate any offsite groundwater impacts that otherwise would be caused by construction dewatering. The principal groundwater impact from the operation of the Polk County Site will be the withdrawal of water from the Upper Floridan Aquifer for process water and cooling pond makeup. Water from the Upper Floridan Aquifer is the lowest quality of groundwater that can be used for the Polk County Site while maintaining the cooling pond as a zero discharge facility. The withdrawal of 17.5 mgd from the Upper Floridan Aquifer at ultimate site development will not adversely impact offsite legal users of groundwater and will comply with the SWFWMD consumptive use criteria for groundwater withdrawal. Ecological Resources The baseline for the ecological resources at the Polk County Site was established as the site condition that would exist following (i) mandatory reclamation under reclamation plans approved by the DEP/BOMR, and (ii) non- mandatory reclamation normally carried out by the mining companies. In the cases of Tiger Bay, which has been reclaimed and released by DEP/BOMR, and Tiger Bay East, which has revegetated naturally without reclamation, the ecological baseline was represented by the current condition of these parcels. This baseline methodology was proposed by FPC in a Plan of Study which was accepted by DEP in a Binding Written Agreement. The predominant land cover that would occur under the baseline condition at the Polk County Site would be agriculture. Approximately 70 percent of the Polk County Site, or approximately 5,678 acres, would be developed as crop land, citrus or pasture. The remaining 30 percent of the site would be reclaimed as non-agricultural uplands, wetlands and open water bodies. Tiger Bay already has been reclaimed and released by DEP/BOMR and Tiger Bay East has revegetated naturally. These two parcels represent one-fourth (524 acres) of the natural habitat under the ecological baseline condition. The quality of the baseline land cover and vegetation was established by surveying several onsite and offsite areas which have been reclaimed and released. Baseline aquatic resources at the Polk County Site consist of Tiger Bay and the aquatic resources which would have been developed under existing reclamation plans. This baseline would include open water bodies and forested wetlands in parcels SA- 11 and SA-12, and forested and herbaceous wetlands in parcel N-16. Both Estech and IMC have exceeded their mine-wide wetlands mitigation obligations even without those wetlands. The quality of the baseline open water bodies on the Polk County Site was evaluated by surveying parcel N- 16, which currently consists of open water habitat. The quality of wetlands was determined by surveying Tiger Bay, which contains wetlands that have been reclaimed and released. The baseline aquatic resources were found to have significant fluctuations of dissolved oxygen, and were characterized by encroachment of cattail, water hyacinth and other nuisance species. All of the aquatic areas sampled as representative of baseline conditions showed significant eutrophication. No DEP or SWFWMD jurisdictional wetlands currently exist onsite, within areas in which phosphate mining activities have been or will be conducted, except in the reclaimed Tiger Bay and Tiger Bay East. Baseline evaluation of threatened and endangered species, and species of special concern (listed species) was conducted by collecting information regarding regional habitat descriptions; plant species lists and ecological reports for the area; lists and ecological reports of birds, mammals, reptiles and amphibians common to the area; species checklists; reports of sightings or abundance estimates; interspecific relationships and food chains of important species; location of rare, threatened or endangered species or critical habitat for these species in the region; and occurrence of potential preexisting stresses. Information from the Florida Natural Areas Inventory and approved mine reclamation plans was reviewed. Visits were made to nearby reclaimed sites by land and low-flying helicopters. No listed plant species were found at the site or offsite study areas. Existing reclamation plans, and consequently the ecological baseline condition, do not require the planting of such species. Listed animal species which were observed at the Polk County Site and are expected under the baseline conditions include the American alligator, woodstork, southeastern kestrel, osprey, little blue heron, snowy egret and tricolored heron. The baseline conditions would provide suitable feeding habitat for these species, but only limited areas of suitable nesting habitat. Both the current condition of the site and baseline condition provide feeding habitat for the American bald eagle, however, the nesting potential for this species will be greater after the implementation of the baseline condition. Impacts to the baseline ecological resources from the construction and operation of the Polk County Site will be more than compensated by habitat creation and enhancement programs proposed by FPC. The primary impacts to the baseline ecological resources will occur when power plant facilities, such as the plant island, cooling pond, brine pond and solid waste disposal area are constructed, eliminating these parcels from the baseline ecological resources. Without development of the Polk County Site, these parcels would represent approximately 2,268 acres of viable lakes and upland and wetland habitats. FPC has proposed a total of 3,713 acres of viable wildlife habitat as part of the ultimate development of the Polk County Site. Accordingly, the available wildlife habitat after construction of the Polk County Site represents a net increase of 1,445 acres over the baseline ecological resource conditions. This increase in habitat, particularly in the buffer area, will be a net benefit for protected species. In providing more wildlife habitat than baseline conditions, FPC has agreed to certain enhancement activities that will specifically offset any impact to baseline ecological resources. These enhancement programs include habitat and wetland creation in parcels N-9B and N-13; habitat creation and offsite drainage enhancement in parcel SA-10; implementation of a wildlife habitat management plan and exotic vegetation control in parcels SA-10, N-9B and N-13; drainage enhancement to McCullough Creek and Camp Branch; and funding the acquisition of a 425 acre offsite area to serve as part of a wildlife corridor. Air Pollution Control Polk County has been designated by the U.S. Environmental Protection Agency (EPA) and DEP as an attainment area for all six criteria air pollutants. Federal and state Prevention of Significant Deterioration (PSD) regulations provide that the project will be subject to "new source review." This review generally requires that the project comply with all applicable state and federal emission limiting standards, including New Source Performance Standards (NSPS), and that Best Available Control Technology (BACT) be applied to control emissions of PSD pollutants emitted in excess of applicable PSD significant emission rates. The project will limit emission rates to levels far below NSPS requirements. For the initial 470 MW phase of the Project, BACT must be applied for the following pollutants: sulfur dioxide (SO2), nitrogen oxides (NOx), particulates (PM and PM10), volatile organic compounds (VOCs), carbon monoxide (CO), beryllium, inorganic arsenic, and benzene. For the ultimate site capacity, BACT is required for each of these pollutants, and sulfuric acid mist (H2SO4), mercury, and lead as well. BACT is defined in DEP Rule 17-212.200(16), Florida Administrative Code, as: An emission limitation, including a visible emission standard, based on the maximum degree of reduction of each pollutant emitted which the Department, on a case-by-case basis, taking into account energy, environmental and economic impacts, and other costs, determines is achievable through application of production processes and available methods, systems and techniques (including fuel cleaning or treatment or innovative fuel combustion techniques) for control of each such pollutant. The primary purpose of a BACT analysis is to minimize the allowable increases in air pollutants and thereby increase the potential for future economic growth without significantly degrading air quality. Such an analysis is intended to insure that the air emissions control systems for the project reflect the latest control technologies used in a particular industry and is to take into consideration existing and future air quality in the vicinity of the project. The BACT analysis for the project therefore evaluated technical, economic, and environmental considerations of available control technologies and examined BACT determinations for other similar facilities across the United States. For the first 470 MW of NGCC units, BACT for SO2 emissions from the CTs is the use of natural gas as the primary fuel and the use of low sulfur oil for a limited number of hours per year. For the first 470 MW of NGCC units, BACT for CO, VOCs, PM, beryllium, arsenic, and benzene emissions from the CTs is efficient design and operation of the CTs, the inherent quality of natural gas (the primary fuel), and a limitation on the annual use of fuel oil. For the first 470 MW of combined cycle units, BACT for NOx emissions from the CTs is the use of advanced dry low NOx combustors capable of achieving emissions of 12 parts per million by volume dry (ppmvd) at 15 percent oxygen when burning natural gas, water/steam injection to achieve 42 ppmvd at 15 percent oxygen when burning fuel oil, and limited annual fuel oil use. For the first 470 MW of NGCC units, the DEP staff initially proposed BACT for NOx emissions from the CTs as 9 ppmvd at 15 percent oxygen when burning natural gas, using dry low NOx combustor technology. However, after careful consideration, it was determined that, because of the lack of proven technology to achieve such emission rate, it would be more appropriate to establish BACT at 73 lb/hour/CT (24-hour average, based on 12 ppmvd at 15 percent oxygen and 59o F) using dry low NOx combustor technology and to require FPC to make every practicable effort to achieve the lowest possible NOx emission rate with those CTs when firing natural gas. FPC also is required to conduct an engineering study to determine the lowest emission rate consistently achievable with a reasonable operating margin taking into account long-term performance expectations and assuming good operating and maintenance practices. Based on the results of that study, DEP may adjust the NOx emission limit downward, but not lower than 55 lb/hour/CT (24-hour average, based on 9 ppmvd at 15 percent oxygen and 59o F.). For the 99 MBtu/hour auxiliary boiler that is part of the initial phase of the project, BACT for NOx emissions is low NOx burners, limited annual fuel oil use, and limited hours of annual operation. BACT for NOx emissions from the 1300 kW diesel generator is combustion timing retardation with limited hours of annual operation. For the 99 MBtu/hour auxiliary boiler and the diesel generator as part of the initial phase of the project, BACT for CO, VOC, SO2, PM, benzene, beryllium, and arsenic emissions consists of good combustion controls, the inherent quality of the fuels burned, the use of low-sulfur fuel oil, and limited hours of operation. For the fuel oil storage tank as part of the initial phase of the project, BACT is submerged filling of the tank. For the coal gasification and other facilities to be built during later phases of the project, a preliminary BACT review was undertaken by FPC to support the demonstration that the Polk County Site has the ultimate capacity and resources available to support the full phased project. Air Quality Impact Analysis Air emissions from the project also must comply with Ambient Air Quality Standards for six criteria pollutants and Prevention of Significant Deterioration increments for three pollutants. Polk County and the contiguous counties are classified as Class II areas for PSD purposes; the nearest Class I area is the Chassahowitzka National Wilderness Area, located approximately 120 km. from the Site. An air quality analysis, undertaken in accordance with monitoring and computer modeling procedures approved in advance by EPA and DEP, demonstrated that the project at ultimate capacity utilizing worst-case assumptions will comply with all state and federal ambient air quality standards as well as PSD Class I and II increments. For nitrogen dioxide, sulfur dioxide and particulate matter, air quality modeling was based on conservative assumptions, including background concentrations based upon the highest long- term and second highest short-term measured values (established through an onsite one-year air quality monitoring program and regional data), existing major sources at their maximum emissions, the estimated maximum emissions from certain other proposed projects, and the impacts of the proposed FPC project at ultimate site capacity. For other pollutants, detailed analyses were not performed because offsite impacts were predicted to be insignificant. Impacts of the project's estimated emissions of certain hazardous air pollutants (antimony, arsenic, barium, beryllium, benzene, boron, cadmium, calcium, chromium, cobalt, copper, formaldehyde, magnesium, manganese, nickel, selenium, vanadium, and zinc) at ultimate capacity were compared to the DEP draft no-threat levels under DEP's draft "Air Toxics Permitting Strategy." All pollutants except arsenic were projected to be below the corresponding draft no- threat level. Because of the conservatism of DEP's draft no-threat levels, it was concluded that arsenic impacts would not pose a significant health risk to the population in the surrounding area. Impacts on vegetation, soils, and wildlife in both the site area and the vicinity of the Chassahowitzka National Wilderness Area, the nearest PSD Class I area, will be minimal. Visibility in the vicinity of the Chassahowitzka National Wilderness Area will not be impaired significantly by the project's emissions. Air quality impacts from commercial, industrial, and residential growth induced by the project are expected to be small and well-distributed throughout the area. Impacts from the initial phase of the Project (470 MW) will comply with all State and federal ambient air quality standards as well as PSD Class I and II increments. The impacts from the initial phase of the Project are also well below the draft no-threat levels. The initial phase of the Project will not significantly impair visibility in the vicinity of the Chassahowitzka National Wilderness Area, and the impact on vegetation, soils, and wildlife in both the site area and the vicinity of the Chassahowitzka National Wilderness Area will be minimal. The air quality impacts due to commercial, industrial, and residential growth from the initial phase of the Project will be small, and are not expected to impact air quality. Land Use Planning/Socioeconomic Impacts of Construction and Operation The proposed site is an appropriate location for the Polk County Site project. The Polk County Site has adequate access to highway and rail networks, including CR 555, a major collector road, and the CSX railroad. The Polk County Site is located away from major residential areas in a location already heavily disturbed by mining activity. The site is located in reasonable proximity to major metropolitan areas that can supply an adequate work force for construction. Development of the Polk County Site in a mined-out phosphate area is a beneficial use of land and will provide an economic benefit for Polk County. The Polk County Site also is close to existing facilities, such as existing transmission line corridors and reclaimed water facilities, which will benefit the operation of the site while minimizing the impact of the project. The linear facilities associated with the Polk County Site are sited in appropriate locations. The 230-kV transmission line upgrade, reclaimed water pipeline and backup natural gas pipeline corridors: (i) are located adjacent to other linear facilities, such as existing roads and transmission lines, (ii) avoid major residential areas, and (iii) minimally disrupt existing land uses. The Polk County Site is compatible with the State Comprehensive Plan, the CFRPC Regional Policy Plan, and will meet the requirements of the Polk County Conditional Use Permit. The portion of the backup natural gas pipeline located in Hillsborough County is consistent with the Hillsborough County Comprehensive Plan and the policies of the TBRPC Regional Policy Plan. Construction of the Polk County Site will occur over an approximately 25-year period beginning in 1994. If the Polk County Site is developed only for NGCC capacity, construction employment will average 153 jobs per year with a peak employment of 350. The average annual payroll for construction of the Polk County Site on all NGCC is expected to be $7.1 million per year. If 1,000 MW of NGCC and 2,000 MW of CGCC units are built at the Polk County Site, peak construction employment will be 1,000 with an average annual construction employment of 315 over the approximate 25-year period. Average annual payroll under this scenario would be $14.6 million per year. Indirect jobs created as a result of buildout of the Polk County Site will average 231 jobs for all NGCC and 477 jobs if 2,000 MW of CGCC is added to the Polk County Site. After completion of the construction of the Polk County Site at ultimate capacity, 110 permanent direct jobs will be created if the site uses all NGCC and 410 jobs will be created if coal gasification is added to the Polk County Site. The operation of the Polk County Site will have a multiplier effect on the Polk County economy. The all NGCC scenario will create 272 indirect jobs and the Case A' scenario with CGCC will create 1,013 indirect jobs. After buildout, property taxes generated by the Polk County Site are estimated to be $24.3 million per year for the all NGCC scenario and $37.4 million per year if CGCC capacity is constructed at the site. Noise Impacts The ambient noise, or baseline noise condition at the Polk County Site was measured in five locations. These measurements show that the baseline noise condition for the site ranges between 30 dBA and 65 dBA at the nearest residential location. The higher noise levels are caused by truck traffic associated with the phosphate mining industry. Noise impacts from construction will be loudest during initial site preparation and steel erection stages. Earth moving equipment will produce noise levels of 45 to 50 dBA at the nearest residence in Homeland. During final phases of construction, steam blowout activity to clean steam lines will produce short duration noise levels of 69 dBA at the nearest residence. This activity will take place only during daylight hours. Noise levels from the operation of the Polk County Site were calculated using a computer program specifically designed for assessing noise impacts associated with power plant operation. The highest predicted continuous noise level will be 41 dBA at several houses 2.9 miles south of the site and 47 dBA at the nearest church. Noise impacts from fuel delivery trucks and coal trains will not significantly increase the noise levels over existing conditions. The continuous noise level from the operation of the Polk County Site at the nearest residence or church will be below the 55 dBA level recommended by the U.S. Environmental Protection Agency. Traffic Traffic analyses were made for impacts to highway traffic which will result from the construction and operation of the Polk County Site. These analyses included impacts at rail crossings caused by the delivery of coal to the Polk County Site under the Case A' scenario. A highway traffic analysis was made to determine if the existing roadway network in the vicinity of the Polk County Site would operate at acceptable levels of service based upon increased volumes of traffic associated with the construction and operation employment at the Polk County Site. Methodologies for evaluating traffic impact complied with Polk County, FDOT and CFRPC criteria. County roads were evaluated using Polk County criteria and state roads were evaluated using both Polk County and FDOT criteria. Traffic volumes were evaluated for peak construction traffic in 2010 and full plant operations, estimated in 2018. The traffic evaluation included analysis of existing traffic conditions, increased traffic volume associated with growth in the area not associated with the Polk County Site, and increased traffic associated with construction and operation employment at the Polk County Site. During peak construction employment under the Case A' scenario, 1,000 employees are expected at the Polk County Site. Under this scenario, the expected trip generation of the Polk County Site is expected to be 1,792 trips per day, with a morning peak of 717 trips and an afternoon peak of 717 trips. Based on this analysis, all roadways are expected to operate at acceptable levels of service with currently planned improvements to the roadways. Intersection levels of service were found acceptable for 7 out of 11 intersections. FPC has recommended improvements to four intersections at U.S. 98 and SR 60A, SR 60 and CR 555, SR 37 and CR 640, and CR 555 and CR 640 at specified traffic levels. Peak operation employment under the Case A' scenario is expected to be 410 employees in 2018. Based upon this employment figure, the expected trip generation of the Polk County Site is 964 trips per day with a morning peak of 195 trips and an afternoon peak of 154 trips. At peak operation employment, all roadways evaluated were found to operate at acceptable levels of service. All intersections, except the intersection at SR 60 and CR 555, were found to operate at acceptable levels. FPC has recommended a protected/permissive westbound left turn lane at this intersection. With FPC's recommended improvements, which have been incorporated as conditions of certification, and those improvements currently planned by FDOT, the existing roadway network will meet Polk County and FDOT approved levels of service at peak employment during the construction and operation of the Polk County Site to its ultimate capacity. In addition to the highway traffic impact analysis, FPC evaluated the impact on rail/highway crossings from the transportation of coal by rail under the Case A' scenario. It was assumed that all coal for the Polk County Site will be delivered by rail over existing CSX transportation lines. It is expected that at full operation two 90-car trains per day will be required for the delivery of coal, resulting in four train trips per day. It was also assumed that trains will travel at speeds averaging 35 to 45 miles per hour. Evaluation of the impacts at rail crossings found an increase of .5 second per vehicle per day at urban rail crossings and .3 second per vehicle per day at rural rail crossings. Based on the 1985 Highway Capacity Manual, the total delay at rail crossing intersections caused by the increased train traffic to and from the Polk County Site will not cause a significant delay and the rail crossing intersections will maintain level of service A. Archaeological and Historic Sites The Florida Department of State, Division of Historical Resources, has stated that because of the location of the Polk County Site, it is unlikely that any significant archaeological or historical sites will be affected. Mandatory Reclamation of Mining Parcels The Polk County Site is comprised of phosphate mining parcels, portions of which are subject to mandatory reclamation under the jurisdiction of DEP/BOMR. The mandatory mining parcels are currently owned by Estech, IMC, and USAC. FPC has entered into stipulations with each mining company agreeing to reclamation of the mandatory mining parcels in accordance with the conditions of certification proposed by DEP/BOMR. In those conditions, DEP has proposed to incorporate the reclamation conceptual plan modifications included in Appendix 10.9 of the SCA into the certification proceeding for the Polk County Site and has redesignated those conceptual plan modifications as EST-SC-CPH and IMC-NP- FPC. The portions of the site which will be developed by FPC will be released from mandatory reclamation requirements when FPC purchases the Polk County Site. Variances FPC has requested variances from certain reclamation standards set forth in Rule 16C-16.0051, Florida Administrative Code, which will be necessary until the affected mining parcels on the Polk County Site are released from reclamation. FPC has requested a variance from Rule 16C-16.0051(5)(a), which requires artificial water bodies to have an annual zone of fluctuation, and Rule 16C-16.0051(5)(b), which requires submerged vegetation and fish bedding in artificially-created water bodies. The criteria in these rules are inappropriate for a cooling pond, because it is an industrial wastewater treatment facility which cannot be efficiently or safely operated with fluctuating water levels and aquatic vegetation zones. With regard to the construction of dams for the cooling pond, brine pond and solid waste disposal areas, FPC will need a variance from Rule 16C-16.0051(2)(a), which requires a 4:1 slope for dam embankments and Rule 16C-16.0051(9)(b) and (c), which requires vegetation of upland areas, which may include dam embankments. Dams for the cooling pond, brine pond and solid waste disposal areas will have steeper slopes and the interiors of the dams will be concrete blanket revetments, synthetic liners or solid waste consistent with the industrial purposes for which these facilities have been constructed. Access to these areas will be controlled to prevent any potential safety hazard. Finally, FPC will need a variance from Rule 16C-16.0051(11)(b)(4), which requires reclamation to be completed within two years after mining operations are completed. Construction of the Polk County Site requires extensive dewatering and earthwork which cannot be completed within this timeframe. Applications for variances from mining reclamation criteria were included in Appendix 10.9 of the SCA and have been incorporated into the certification proceeding for the Polk County Site. DEP has redesignated these variance applications as EST-SC-FPC-V and IMC-NP-FPC-V. These variances are appropriate and should be granted. Agency Positions and Stipulations The Department of Environmental Protection, Southwest Florida Water Management District, and Polk County have recommended certification for the construction and operation of the initial 470 MW of natural gas combined cycle generating capacity and have recommended the determination that the Polk County Site has the ultimate capacity for 3,000 MW of natural gas and coal gas combined cycle generating capacity, subject to appropriate conditions of certification. No other state, regional or local agency that is a party to the certification proceeding has recommended denial of the certification for the construction of the initial 470 MW of generating capacity or determination of ultimate site capacity. Several agencies which expressed initial concern regarding certification of the Polk County Site have resolved those concerns with FPC and have entered into stipulations with FPC as discussed below. The Florida Department of Transportation, the Game and Fresh Water Fish Commission, and the Department of Community Affairs have entered into stipulations with FPC recommending certification of the Polk County Site and a determination that the Polk County Site has the ultimate site capacity to support 3,000 MW of NGCC and CGCC generating capacity subject to proposed conditions of certification. Hillsborough County, the Environmental Protection Commission of Hillsborough County, and the Tampa Port Authority have entered into a stipulation and agreement with FPC recommending certification of the backup natural gas pipeline corridor subject to proposed conditions of certification. FPC and the agency parties have agreed on a set of conditions of certification for the Polk County Site. Those conditions are attached as Appendix A to this Recommended Order.
Recommendation Based on the foregoing Findings of Facts and Conclusions of Law, it is RECOMMENDED that: Florida Power Corporation be granted certification pursuant to Chapter 403, Part II, Florida Statutes, for the location, construction and operation of 470 MW of combined cycle generating capacity as proposed in the Site Certification Application and in accordance with the attached Conditions of Certification. Florida Power Corporation's Polk County Site be certified for an ultimate site capacity of 3,000 MW fueled by coal gas, natural gas, and fuel oil subject to supplemental application review pursuant to 403.517, Florida Statutes, and Rule 17-17.231, Florida Administrative Code, and the attached Conditions of Certification. A zone of discharge be granted in accordance with the attached Conditions of Certification. The conceptual plan modifications (EST-SC-CPH and IMC-NP-FPC) for the mandatory phosphate mining reclamation plans be granted subject to the attached Conditions of Certification. The variances from reclamation standards (EST-SC-FPC-V and IMC-NP-FPC- V) as described herein be granted subject to the attached Conditions of Certification. DONE AND ENTERED this 3rd day of December, 1993, in Tallahassee, Florida. DIANE K. KIESLING, 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 3rd day of December, 1993. APPENDIX TO RECOMMENDED ORDER, CASE NO. 92-5308EPP RECOMMENDED CONDITIONS OF CERTIFICATION * * NOTE: 114 page Recommended Conditions of Certification plus attachments is available for review in the Division's Clerk's Office. COPIES FURNISHED: Gary P. Sams Richard W. Moore Attorneys at Law Hopping Boyd Green & Sams Post Office Box 6526 Tallahassee, Florida 32314-6526 Representing Applicant Pamela I. Smith Corporate Counsel Florida Power Corporation Post Office Box 14042 St. Petersburg, Florida 33733-4042 Richard Donelan Assistant General Counsel Department of Environmental Regulation 2600 Blair Stone Road, Room 654 Tallahassee, Florida 32399-2400 Representing DER Hamilton S. Oven, Jr. Office of Siting Coordination Division of Air Resources Mgmt. Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Lucky T. Osho Karen Brodeen Assistant General Counsels Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 Representing DCA Michael Palecki, Chief Bureau of Electric & Gas Florida Public Service Commission 101 East Gaines Street Tallahassee, Florida 32399-0850 Representing PSC M. B. Adelson, Assistant General Counsel Department of Natural Resources 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Representing DNR Carolyn S. Holifield, Chief Chief, Administrative Law Section Department of Transportation 605 Suwanee Street, Mail Station 58 Tallahassee, Florida 32399-0458 Representing DOT Doug Leonard, Executive Director Ralph Artigliere, Attorney at Law Central Florida Regional Planning Council 409 East Davidson Street Bartow, Florida 33830 Representing CFRPC Julia Greene, Executive Director Tampa Bay Regional Planning Council 9455 Koger Boulevard St. Petersburg, Florida 33702 Representing Tampa Bay Regional Planning Council John J. Dingfelder Assistant County Attorney Hillsborough County Post Office Box 1110 Tampa, Florida 33601-1110 Representing Hillsborough County Mark Carpanini Attorney at Law Office of County Attorney Post Office Box 60 Bartow, Florida 33830-0060 Representing Polk County Martin D. Hernandez Richard Tschantz Assistant General Counsels Southwest Florida Water Management District 2370 Broad Street Brooksville, Florida 34609-6899 Representing SWFWMD James Antista, General Counsel Florida Game and Fresh Water Fish Commission Bryant Building 620 South Meridian Street Tallahassee, Florida 32399-1600 Representing GFWFC Sara M. Fotopulos Chief Counsel Environmental Protection Commission of Hillsborough County 1900 Ninth Avenue Tampa, Florida 33605 Representing EPCHC Joseph L. Valenti, Director Tampa Port Authority Post Office Box 2192 Tampa, Florida 33601 Representing Tampa Port Authority Board of Trustees of the Internal Improvement Trust Fund Don E. Duden, Acting Executive Director Department of Natural Resources 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Representing the Trustees Honorable Lawton Chiles Governor State of Florida The Capitol Tallahassee, Florida 32399 Honorable Robert A. Butterworth Attorney General State of Florida The Capitol Tallahassee, Florida 32399-1050 Honorable Bob Crawford Commissioner of Agriculture State of Florida The Capitol Tallahassee, Florida 32399-0810 Honorable Betty Castor Commissioner of Education State of Florida The Capitol Tallahassee, Florida 32399 Honorable Jim Smith Secretary of State State of Florida The Capitol, PL-02 Tallahassee, Florida 32399-0250 Honorable Tom Gallagher Treasurer and Insurance Commissioner State of Florida The Capitol Tallahassee, Florida 32399-0300 Honorable Gerald A. Lewis Comptroller State of Florida The Capitol, Plaza Level Tallahassee, Florida 32399-0350
The Issue The issue for determination is whether Rule 17 Administrative Code (1991), constitutes an invalid exercise of delegated legislative authority.
Findings Of Fact The parties stipulated to findings of fact set forth in paragraphs 1.-8., below. Stipulated Facts Respondent has documented contamination from the abandoned petroleum storage system. The abandoned petroleum storage system has been properly closed. Petitioner submitted an application to Respondent on Respondent's forms 17-769.900(3) and (4), Florida Administrative Code, which was postmarked on or before June 30, 1992. The site is not eligible for cleanup pursuant to Section 376.3071(9) and (12), Florida Statutes, the Early Detection Incentive Program, or the Florida Petroleum Liability and Restoration Insurance Program pursuant to Section 376.3072, Florida Statutes. This site is not owned or operated by the federal government. This site did not have leaking tanks that stored pollutants that are not petroleum products as defined in Section 376.301, Florida Statutes. Respondent was not denied access to this site. Petroleum contamination was not discovered after the application deadline of June 30, 1992. Additional Facts Petitioner, a Florida corporation, is in the business of owning and leasing property. Petitioner is the fee simple owner of property located at 2022 Wahnish Way in Tallahassee, Florida. The property located on Wahnish Way was leased to James T. "Pete" Thomas by Petitioner's predecessor in title. Thomas operated a gasoline station and automobile repair garage on the property. The lease with Thomas was continued by Petitioner without change upon Petitioner's assumption of the legal title to the property in 1985. Prior to Petitioner's assumption of title to the property in the early 1970's, Thomas had installed four petroleum storage systems in a four tank pit on the property. Thomas later registered all four of the tanks with Respondent by the statutory deadline of December 31, 1984, as required by Florida law. Although Thomas signed the registration documents as an agent of Petitioner, he was not such an authorized agent and the registration occurred without the knowledge or approval of Petitioner. Sometime in the early 1980's, Thomas and his wholesale gasoline distributor determined that one of the four underground tanks was losing product. In 1982, Thomas ceased using the southernmost tank in the pit for the storage of petroleum products for subsequent consumption, use or sale. The distributor ceased placing gasoline in the southernmost tank. Petitioner, unaware that Thomas had experienced any product loss problems or that the tanks on the property had been registered by Thomas with Respondent, became aware of both matters following receipt of a letter from government officials of Leon County, Florida, on November 20, 1990. As set forth in that letter, Petitioner was apprised that the tanks were not in compliance with State of Florida standards and would have to be closed or retrofitted to bring the tanks into compliance. Following receipt of the letter, Petitioner informed Thomas that selling of gasoline at the site was to be discontinued immediately. Closure of the tanks, performed in early 1991, by contractors retained by Petitioner, consisted of excavation and removal of the petroleum storage systems from the property. All four tanks were in the tank pit side by side, from the northernmost end of the pit to the southern end of the pit fronting on Osceola Street in Tallahassee, Florida. When the removal was completed, a Closure Assessment form was prepared by one of the contractors, Jim Stidham and Associates, in accordance with requirements of Florida law. During that process, excessive contamination from petroleum product of the soils in the extreme south end of the tank pit was discovered. Excessive contamination, defined as anything more than 500 parts per million, was located beneath the southernmost pump on the southern end of the pump island and in the southern end of the pit. A 20 foot soil boring as near as possible to the site of the southernmost tank revealed that unacceptable levels of contamination extended to that depth. As supported by the testimony of James A. Stidham, Petitioner's expert in the assessment of contamination caused by underground petroleum storage tanks, the location of contamination in the pit area establishes that the tank causing the contamination was the southernmost tank. The hole discovered in one of the tanks at the time of removal was likely located in the southernmost tank. The excessive contamination located at the shallow depth of two feet under the southernmost pump resulted from the improper disconnection of piping attached to the pump and is not attributable to the leak in the tank. Each tank was connected by piping on the eastern end of each tank to the corresponding pump. The southernmost pump was not used after 1982 and was missing integral parts by the time the tanks were closed. In the course of exploring options for clean up of the property, Petitioner filed for assistance from Respondent in the form of participation in the ATRP. Unaware of the true date of the cessation of use of the southernmost tank, Petitioner gave the date of last use for all tanks in the pit by stating that the "tanks were taken out of service between December 15, 1990 and January 15, 1991." Petitioner provided this response to Respondent's July 30, 1991 request for further information on August 6, 1991. Although Respondent made an initial determination to deny Petitioner's application in the middle of August, 1991, that action was not communicated to Petitioner. Instead, Petitioner's application was held by Respondent, pending possible amendment to Section 376.305(7), Florida Statutes (1991). Respondent held Petitioner's application for a total of almost nineteen months before issuance of a formal decision to deny the application on February 26, 1993. Respondent's denial of Petitioner's application was based upon the eligibility requirement restricting ATRP participants to those situations where the petroleum storage system has not stored petroleum products for consumption, use or sale after March 1, 1990, and the belief of Respondent's personnel that all storage systems on Petitioner's property had stored products beyond that date. Specifically, Respondent eventually gave notice that it intended to deny Petitioner's application for participation in the ATRP for the following reason: Eligibility in the Abandoned Tank Restoration Program is restricted to those petroleum storage systems that have not stored petroleum products for consumption, use or sale after March 1, 1990, pursuant to Section 17-769.800(3)(a), Florida Administrative Code.
