Findings Of Fact Based upon all of the evidence, the following findings of fact are determined: Background This controversy arose as the result of an application being filed by respondent/applicant, G. T. Williams (Williams or applicant), seeking a permit to construct a biological waste incinerator at 1530 North Beal Street Extension, Fort Walton Beach, Florida. The original application reflected that applicant intended to incinerate type 4 cardboard, paper and plastics furnished by area hospitals, laboratories and doctors' offices at a rate of 440 pounds per hour. Also, the proposed unit included a secondary chamber with a 3,000,000 BTU burner and controls for one second retention at 1800 degrees. However, on August 20, 1990, applicant amended its application to reflect that, instead of a one second retention chamber, it would employ a two second retention chamber to ensure total combustion in the secondary unit. After receiving the application and conducting a review and on-site inspection, respondent, Department of Environmental Regulation (DER), gave notice of its intent to grant the permit on August 23, 1990. The agency action also required applicant to publish notice of such intended action in a local newspaper of general circulation and to provide the agency with proof of publication. Because applicant had obtained a draft of the notice prior to its formal issuance by DER, it published notice of the intended action on August 1, 1990, or more than three weeks prior to the date of the formal proposed agency action. Considering such publication to be ineffective, DER gave notice on October 15, 1990, that it was reversing its earlier action and denying the permit. On October 20, 1990, applicant published notice of the agency action. After DER issued a final order denying the permit, applicant filed an appeal but later dismissed it after DER agreed to issue the permit subject to a petition for hearing filed by a third party prior to the issuance of the final order. On November 1, 1990, petitioner, Okaloosa County (County), the county in which the facility will be located, filed its petition for administrative hearing. As later amended on December 12, 1990, the petition contested the proposed issuance of a permit generally on the grounds that its employees working in nearby areas would be exposed to harmful emissions from the facility and the applicant had not given reasonable assurances that the facility would comply with all DER pollution standards. The Application Type of permit being sought In order for the facility to become operational, Williams is required to obtain both a construction and operating permit. This application concerns only a construction permit and, if approved, Williams will be allowed to construct the facility, have an initial start-up period, and perform compliance testing within the start-up period to demonstrate that the facility can meet the requirements and limitations set forth in the permit. Before obtaining an operating permit, Williams must first perform compliance testing under the auspices of a certified testing consultant employed by DER and submit those results to the agency. If the testing results do not meet all DER standards, an operating permit will not be issued until and if all deficiencies are corrected. The unit Applicant proposes to utilize an incinerator manufactured by Cleaver- Brooks, model CBU-500, with a design capacity to burn 500 pounds of Class 4 biological waste per hour. 1/ As a unit designed to burn no more than 500 pounds of waste per hour, the unit falls in the smallest of the three categories of incinerators regulated by DER. The unit was described by a DER witness as being a "relatively small" one and the size typically found "behind your medium sized hospital". It costs in excess of one hundred thousand dollars. The unit is a modular, factory built, packaged and tested system that burns combustible waste of varying heat content. The basic system consists of the main (pyrolysis) chamber, secondary chamber, which is the primary pollution control device, burners, stack and controls. The incinerator employs a two-stage waste combustion process. In more technical terms, the first stage is a pyrolysis process whereby combustible gases are generated under controlled air and temperature conditions. The main chamber receives waste through a manual batch door or from an optional hydraulically powered feeder, and with the aid of a temperature controlled burner and sub-stoichiometric underfire air supply, combustible gases with minimum particle entrainment are produced. Complete destruction of the fixed carbon and less volatile material takes place continually in the firebed. The second stage is an excess air combustion process whereby the combustible gases generated in the main chamber are ignited in the secondary chamber producing a high temperature carbon dioxide and water vapor flue gas. The secondary chamber supplies all the air for this combustion through temperature controlled forced air jets and employs temperature controlled burners to ensure complete ignition of the gases. The flue gas is then ducted to the stack and exhausted to the atmosphere. Although the applicant originally proposed to use a thirty foot stack on the unit, he has agreed to install a stack having a height that will be a minimum of two and one-half times the height of any building within one hundred fifty feet. Location The proposed site for the incinerator is on a flat, three-acre lot within an industrial park located approximately 1,150 feet east of North Beal Street Extension, a paved collector road that serves an industrial area north of the City of Fort Walton Beach. This location was selected by Williams because it was "run down", was basically "heavy industrial", and was "already polluted" with junk cars and plastic. Indeed, adjacent to or in the general vicinity of the site are undeveloped Eglin Air Force Base property, a plastic recycling plant, a landfill operated by the County, a City of Fort Walton Beach sewer plant and an auto salvage yard. According to the County engineer, the surrounding area "looks pretty bad" but is "probably an average industrial site." There is also an older residential area known as Pine Subdivision which, at its closest point, lies approximately 200 feet southeast of the edge of applicant's property. Applicant owns a 3,000 square foot metal frame building of an undisclosed height on the southeast end of his property and intends to lift up one of the garage bay doors in the front, slide the lower unit in place, peel back three or four sections of metal roof, set the horizontal unit on top, and replace the roof. A stack will then be added to the unit. The property is fenced and access may be had only by a dirt road leading into the area. Treatment process Applicant intends to provide service to various hospitals, physicians, and laboratories in the area. At the present time, approximately one-half of the medical waste in the Panhandle portion of the state is being transported to incinerators in central and south Florida for disposal because there are inadequate facilities in the Panhandle area. Williams will use a panel truck registered with the Department of Transportation to transport all materials to the site. He will also give all customers special sealed containers in which to place their waste materials. These containers, which are known as sharps containers, are designed to hold syringes, scalpels, and other objects capable of penetrating the skin, as well as cotton swabs saturated to the point of dripping. After arriving at the site the truck will be unloaded and the material and containers placed in the incinerator and burned. Because Williams contemplates burning waste as often as needed, waste materials will not be stored on premises except for very short periods of time. In addition, the unit will be operated by a state certified gas operator who has received special training from the manufacturer. The unit into which the waste is fed is approximately eight feet in diameter, nine feet high and cylindrically shaped. Through the use of natural gas, the burn chamber reaches a temperature of sixteen hundred degrees, a temperature at which no organisms can survive. The gases from the first burn chamber then circulate into the secondary burn chamber for two seconds, which is greater than the one second retention time required by DER rules. The only visible emission seen from the stack will be heat waves. All emissions will be well within the air quality standards utilized by DER. Any glass slag or ashes remaining in the unit can be handled as regular waste and disposed of in a class 2 landfill. Finally, the prevailing winds throughout most of the year are from the south and southeast and thus all emissions will blow primarily to the northwest across the sewage treatment plant area. d. DER's review of the application In connection with the processing of the application, DER reviewed it for completeness and accuracy and was satisfied that the application was complete and accurate in all respects, including the submission by applicant of a topographic map. In addition, DER staff conducted an on-site inspection of applicant's property. Also, during the course of the review, DER technical staff had a number of discussions with Williams to clarify the information submitted with the application. Finally, based upon its review of the data originally filed together with information provided by Williams during the review process, DER staff reached the preliminary conclusion that Williams had satisfied all applicable rules and statutes. Petitioner's Concerns In its amended petition, the County raised two principal concerns regarding the construction of the facility. First, it contended that its employees who worked in areas adjacent to the facility would be subject to harmful emissions from the unit. Second, it argued that the applicant had failed to give reasonable assurance that the unit would comply with all DER standards. During the course of the hearing, the County focused principally on the issues of (a) "hot spots", which are high concentrations of pollutants which may occur at a distance of ten feet up to as far as five hundred feet downwind from the point of emission if the stack height on the unit is not at an adequate height, (b) applicant's lack of a storage facility for waste to prevent the potential leaching into the ground of medical waste waiting to be incinerated, and (c) the agency's failure to require Williams to post proof of financial responsibility through a bond. These concerns will be addressed below. The agency does not have a have a specific stack height rule applicable to the incineration process but rather requires that the unit be constructed in accordance with good engineering practices and that it meet all emission requirements. At hearing petitioner's expert agreed that any potential "hot spots" problem would be resolved by applicant agreeing to utilize a stack having a height of at least two and one-half times the height of any building within one hundred fifty feet of the unit. Moreover, DER has required that Williams place a monitoring device on the stack so that all emissions can be measured 24 hours per day. Since the applicant has agreed to both of these conditions, this issue has been resolved. County employees occasionally work on several roads within Pine Subdivision, one of which is only 250 feet from the proposed facility. They also are engaged in the periodic maintenance of ditches which run along the sides of North Beal Street Extension, and eight to ten employees regularly work at the County landfill approximately 1,350 feet away. To this extent, then, it may be reasonably inferred that any potential injury suffered by County employees would differ in degree and kind from that suffered by members of the general public. Even so, with the resolution of the "hot spots" problem, the County's expert agreed that the proposed incinerator would meet all applicable requirements contained in Chapter 403, Florida Statutes, and that all pertinent agency rules would be satisfied. Thus, the employees would not be exposed to emissions that contravene DER's air pollution requirements. There is no evidence of record to support a finding that applicant should file a bond as a prerequisite to being issued a permit. Indeed, the only evidence on this issue suggests that DER requires a bond from an applicant when it believes the applicant has not proceeded in good faith or has a history of violating DER regulations. Neither situation is applicable here. As to the storage issue, the evidence shows that applicant will incinerate materials as often as needed, and waste materials will be kept on the premises only for brief periods of time when the unit is already filled and then only until those materials are burned and the unit is ready to receive new waste. Thus, as a practical matter, the facility will not be used to "store" waste materials within the meaning of that term. In addition, the area where waste materials will be kept until being fed into the unit will be an integral part of the treatment facility, and DER represents it has no authority to require Williams to submit information regarding storage areas associated with the incinerator. Put another way, in the construction permit review process, DER is concerned only with the air pollution source and the adequacy of the proposed control equipment. This was not contradicted. Finally, there was no evidence to suggest that the materials will leak into the ground. Indeed, petitioner's expert suggested only that the facility should be "secure" and that the material should be covered in the event of rain. The Required Reasonable Assurance Effective on an undisclosed date in 1991, new and more stringent DER rules became applicable to all new medical waste incinerators, including that proposed by Williams. Thus, his application was reviewed to determine its consistency with those new standards. An agency rule [rule 17-2.600(1)] provides that facilities with a capacity equal to or less than 500 pounds per hour, such as the Cleaver-Brooks 500 model, shall not have particulate matter emissions exceeding 0.100 grains per dry standard cubic foot of flue gas, corrected to 7% 0 or hydrochloric acid (HCL) emissions that exceed 4 pounds per hour. When operated as proposed by Williams, and as guaranteed by the manufacturer, emissions of small amounts of particulate matter and hydrocloric acid will not exceed those amounts allowed by rule. In addition, any emissions of water vapors and carbon dioxide will be in very small amounts and will not result in unlawful emissions. This finding is based upon the testimony of witnesses Middleswart and Dzurik which has been accepted as being persuasive on this issue. Thus, Williams has given reasonable assurance that the proposed facility will not cause air pollution in contravention of DER standards. The applicant has given reasonable assurance that the proposed facility will comply will all other applicable DER standards and rules. This was not controverted. Therefore, Williams has demonstrated his entitlement to the permit.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is, RECOMMENDED that G. T. Williams' application for a permit to construct a biological waste incinerator adjacent to North Beal Street Extension, Fort Walton Beach, Florida, should be GRANTED subject to the following condition: That the applicant utilize a stack height of two and one-half times the height of any building within 150 feet of his unit. DONE AND ENTERED this 13th day of January, 1992, in Tallahassee, Leon County, Florida. DONALD R. ALEXANDER Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, FL 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 13th day of January, 1992.
Findings Of Fact Respondent Jackson County proposes to build a Class I landfill in western Jackson County, about 1.5 miles south of Campbellton on the west side of State Road 273. The named petitioners live near the proposed site, and all parties stipulated to petitioners' standing or party status on account of the proximity of their homes. The forecast is that the proposed landfill would be in service for 15 years, during the last of which it would receive wastes generated by 16,000 persons. Contingent on issuance of the construction permit it seeks in these proceedings, Jackson County has agreed to purchase 85 to 89 acres in section 15, township 6N, range 12W, of which 55 acres would be devoted to the proposed landfill. About ten of the remaining acres are covered by the southern reaches of Grant Pond. Grant Pond may be a sinkhole, but there is no connection between its waters and the Florida aquifer. There is no evidence of sinkhole activity on the site at the present time. One hundred ten feet from the southwest boundary of the proposed site long-time residents have shallow wells from which they once drew water with buckets. There are mostly small farms in the area. A trailer and 6 to 8 homes are located within 1,000 yards of the proposed site. LEACHATE NOT ANTICIPATED Jackson County contemplates eventually dumping 215 cubic yards daily of residential, commercial and agricultural wastes including sewage sludge, in a series of "cells" to H developed seriatim on the site. Developing a cell would entail digging a pit 15 feet deep, 200 feet wide and 650 feet long, lining it with some of the clay removed in excavating, and compacting the two-foot-thick clay bottom liner to 90 percent Proctor. The uncontroverted testimony was that such a liner would be impermeable. A cell is expected to accommodate about a year's worth of refuse. The plan is to have one cell in operation and another in reserve at all times. Waste would be compacted and then covered over with clay soils daily to minimize the possibility of leachate formation. In addition, a six-inch layer of clay would be put down at the end of each "lift," more or less weekly. Once the cell was completely filled, it would be covered with an even thicker layer of clay and/or other materials specified by applicable regulations. Against the possibility of leachate formation before the cell is finally sealed off, the bottom of the cell would be sloped (4:1) so that any leachate generated would accumulate at one point in the cell, from which it could be pumped to a leachate holding pond. The leachate holding pond is also to be lined with impermeable clays. The engineer who designed the project predicts that no leachate whatsoever will be generated and the project plans do not identify the specific method for disposing of leachate, once it reaches the holding pond. Depending on the quality and consistency of any leachate, it could be left in the holding pond to evaporate, or be removed by truck for disposal off site; or be treated biologically and/or chemically before being spread on site. STORMWATER The stormwater management system consists of a series of elongated detention ponds and two ditches, or swales, that drain into Grant Pond. The detention ponds are to be 1.2 feet deep, have varying widths (26.5 to 64 feet), with sides sloping at a 4:1 ratio, and vary in length from 1,000 to 1,600 feet. Water that would accumulate in them as a result of 3.2 inches of rainfall (the amount a 25-year one-hour storm would bring) would fill the ponds. The ponds are designed to overflow through baffled culverts along the swales into Grant Pond. The soils are such that 3.2 inches of rainfall could percolate into the unsaturated soil from the holding ponds in 72 hours. The closest baffle to Grant Pond would be some 200 feet distant; significant sheet flows would also enter Grant Pond. The landfill is designed to insulate stormwater runoff from contamination by waste or leachate. Only when wastes in an almost filled cell had not yet been covered would there be danger that stormwater falling on wastes would end up in the flow of stormwater draining across the surface of the proposed site and ultimately into Grant Pond. This danger could be all but eliminated by placing the last layer of wastes deeply enough in the cell. The plan is to ring the cells with excavated material, as well. If leachate is generated and pumped to the leachate holding pond and if there is enough of it to fill the pond or nearly to fill it, a storm might result in an overflow from the leachate holding pond that would drain eventually into Grant Pond. This danger, too, could be all but eliminated by operating the landfill so that the level of leachate in the holding pond always remained low enough, and by disposing of all leachate, if the facility generates any, off site, rather than "by landspreading on site." Jackson County's Exhibit No. 6. The same people who manage the landfill in eastern Jackson County would manage the landfill here proposed. No leachate has been generated at Jackson County's eastern landfill, but litter that can blow out of the cells at the eastern landfill does. If the same practices obtain at the new site, airborne litter that does not reach Grant Pond on the wing, may later be washed into the Pond by stormwater, even though the baffles would eliminate floatables in the water flowing out of the detention ponds. TWO AQUIFERS The parties are in agreement "that the leachate and or other pollutants will probably never reach the Floridan Aquifer." Petitioners' Closing Argument, p. 4. The Floridan aquifer is a limestone rock formation underlying the proposed site at depths varying between 30 and 130 feet, and separated by a layer of stiff clay from the overlying silts and sands. The stringers of saturated sands lying near the surface comprise a distinct, surficial aquifer that lies between five and twenty feet below ground over most of the site but crops out as Grant Pond on the northern edge of the property. No cell would be built within 200 feet of the highwater line of Grant Pond. The water table in the surficial aquifer, which yields potable water, is a subdued replica of the ground topography. Surface water from the southwest part of the proposed landfill site, where wells are closest, flows into Grant Pond. Water sometimes stands on the southeast part of the site, an area one witness described as boggy. A trailer stands on a parcel adjoining the property to the southeast with its near boundary 300 or 400 feet from the site proposed for the first working cell. No cell is to be dug within 500 feet of any existing or proved potable water well. The application contemplates monitoring wells. Groundwater in the Floridan aquifer flows south. Three wells to a depth of about 45 feet each are planned for south of the cells so that, in the unlikely event that pollution reached the Floridan aquifer, it could be promptly determined. There will also be a monitoring station in Grant Pond so the effect of stormwater runoff on water quality in the pond can be gauged. One well, 250 feet east of the west property boundary and 250 feet south of the north boundary, is planned for monitoring the surficial aquifer. TOXIC WASTES Toxic wastes are generated in Jackson County. Hundreds of drums with a little something still left in them are brought to the County's eastern landfill. No toxic wastes can lawfully be dumped at landfills like the one Jackson County proposes to build near Campbellton, but containers which once held toxic substances can lawfully be disposed of at such landfills, provided they have been rinsed out with water three times. Signs to this effect are to be posted. The landfill would have a single entrance. An attendant would be on duty during the landfill's hours of operation (8 to 5, five days a week), but would not be expected to have sampling equipment or to enforce the triple rinsing requirement, if past practice at the eastern landfill is any indication. When the landfill is not open, according to the applicant's engineer, green boxes will nevertheless be available for dumping. SCREENING Litter fences are planned only "if needed." A green belt 100 feet wide is proposed along the southern and the eastern perimeter of the property. "Appropriate trees and shrubs" are to be planted there, perhaps bamboo or oleander. SEPTAGE DISPOSAL PITS In a letter dated December 1, 1982, under the heading "septage disposal pits", C. G. Mauriello, the engineer who designed the proposed landfill, wrote DER's Wayne Hosid: This item was not shown on the original application but should be included. It has been recognized by the County that disposal of this type waste material should be handled at the new west site and therefore, provisions will be made for the disposal. Basically, a trench type operation similar to the East Site will be provided. The location of the disposal area will be to the south of the Future Holding Pond and north of the Salvage Area. Jackson County's Exhibit No. 6. A drawing prepared by the same person in July of 1982 shows a "septic tank/drainfield" southeast of the location described for the "septage disposal pits." DER's Exhibit No. 1. The permit DER proposes to issue contains numerous conditions, including the following: Construction of septage drying beds will be identical to those permitted under Permit No. 5032-22067 for Jackson East Sanitary Landfill as modified on July 20, 1981. Jackson County's Exhibit No. 9. Permit No. 5032-22067 was not made a part of the record in these proceedings. Incidentally, the word "septage" does not appear in Webster's Third New International Dictionary (1971). A septic tank or any similar system would differ significantly from the systems described by the witnesses who testified at hearing. Septic tanks eventually discharge their contents into surrounding soils, after treatment by anaerobic bacteria. Septic tanks cannot be sealed off by clay or anything else from the earth around them, if they are to function properly. Sooner or later discharge from any septic tank on site could be expected to enter the surficial aquifer and, ultimately, through the groundwater, Grant's Pond. Nothing in the evidence indicates how long it might take for any such effluent to reach the groundwater or leach into Grant Pond; or what its chemical composition might be. MORAL OBJECTION STATED Petitioners' witness Frederick L. Broxton, Sr. testified that, even conceding the absence of a scientific or legal basis for objection to the proposed project, it was immoral for the County Commission to choose a site so close to people's homes, when there was so much land available in that part of the county, where nobody lived. PROPOSED FINDINGS CONSIDERED All parties filed posthearing submissions which have been considered in preparation of the foregoing findings of fact. Respondent Department of Environmental Regulation filed proposed findings which have been adopted, in substance, for the most part. Where proposed findings have not been adopted, it is because they have been deemed immaterial, unsupported-by the weight of the evidence, subsidiary or cummulative.
Recommendation Upon consideration of the foregoing, it is RECOMMENDED: That the Department of Environmental Regulation issue Jackson County a permit for construction of a landfill at the site proposed subject to the conditions (except condition No. 24) stated in the proposed permit, Jackson County's Exhibit No. 9, and subject to the following additional conditions: (a) any leachate generated shall be disposed of off site (b) the whole landfill shall be fenced, and the view from State Road 273 shall be obstructed (c) portable fences shall be placed around any cell in use (d) an additional monitoring well shall be placed between the well southeast of the site and the nearest cell and (e) no septic tank or "septage" disposal pits shall be built on site. DONE and ENTERED this 17th day of August, 1983, in Tallahassee, Florida. ROBERT T. BENTON, II 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 17th day of August, 1983. COPIES FURNISHED: Robert L. Travis, Jr., Esquire 229 East Washington Street Quincy, Florida 32351 J. Paul Griffith, Esquire P. O. Box 207 Marianna, Florida 32446 E. Gary Early, Esquire Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 Victoria Tschinkel, Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301
Findings Of Fact The petitioner is a non-profit corporation consisting of individual members who are residents of Tallahassee and Leon County and organizational members who have chapters in Tallahassee and Leon County. The primary purpose of petitioner is to bring about a balanced transportation system in Tallahassee and Leon County taking into consideration certain criteria which include the following: the prevention of neighborhood disruption and deterioration; the prevention of environmental degradation; and the prevention of harm to historical sites. In conjunction with this purpose and these criteria, one of petitioner's primary concerns is the prevention of degradation of air quality in the Tallahassee, Leon County area. Some members of the petitioner use that part of Thomasville Road to be affected by the subject application. The project for which the Department of Transportation seeks a Complex Source Permit is the four-laning of Thomasville Road from Eighth Avenue to Interstate 10 in Tallahassee, Florida. The Complex Source Permit was originally submitted to the Department of Environmental Regulation on March 22, 1976. The Department of Environmental Regulation did not accept that application, however, due to unacceptable modeling and monitoring. Thereafter, two supplements to the application were submitted to the Department of Environmental Regulation. The first, dated September 21, 1976, and the second, dated November 16, 1976, contained additional monitoring and a repeat of the modeling effort. Because of allegedly incorrect counts and speeds, the Department of Transportation submitted yet another application with revised monitoring and modeling data on January 4, 1978. This latest revised application is the subject of this hearing. The Department of Transportation did not monitor for or project the concentrations of any pollutant listed in Section 17-2.05, F.A.C., except carbon monoxide. The Department of Environmental Regulation did not require the monitoring for or projection of concentrations of any pollutant listed in Section 17-2.05, F.A.C., except carbon monoxide. The evidence presented in this proceeding does not establish that construction of the project for which a Complex Source Permit is sought herein would result in or cause an increase in ambient pollutant concentrations of any pollutant listed in Section 17-2.05, F.A.C., with the exception of carbon monoxide. The evidence presented indicates that remaining pollutants listed in the foregoing section would be emitted in insignificant quantities having no effect on the ambient air quality standard for that pollutant. The Department of Environmental Regulation has not independently monitored for any of the pollutants considered by Section 17-2.04(8), F.A.C., but has relied entirely on data submitted by the Department of Transportation. The Department of Transportation has based its carbon monoxide projections upon the use of the California Line Source Model, also known as Calair I, which is a mathematical computer model. It appears from the evidence presented that the Calair I computer model was used in a reasonable and proper manner and produced data which could be relied upon by the Department of Environmental Regulation. The Complex Source Permit application as finally submitted on January 4, 1978, projects the following concentrations for carbon monoxide: one-hour concentration for 1979, 6.7 ppm and for 1939, 4.8 ppm; for eight-hour concentrations in 1969, 2.8 ppm and for 1989, 2.0 ppm. The ambient air quality standard for carbon monoxide set forth in Section 17-2.05(1)(c), F.A.C., is 9 ppm maximum eight-hour concentration and 35 ppm maximum one-hour concentration, both not to be exceeded more than once per year. The testimony indicates that even if the calibration factor with the Calair I model were doubled, the projected carbon monoxide concentrations would not exceed the foregoing standard. No evidence was presented on the issues initially raised in this proceeding involving the Major Thoroughfare Plan, the Transportation Improvement Plan, and the Urban Area Transportation Plan. The testimony and evidence presented in this proceeding establishes reasonable assurance that the subject project will not cause a violation of the ambient air quality standards for the major pollutants to be emitted.
The Issue The parties have raised myriad issues hare. Petitioner has alleged being capriciously and arbitrarily denied its permit because similar treatment plants have been licensed nearby. The parties disagree over whether local Lake County Pollution Control Board rules are applicable to Petitioner's plant. If the rules are applicable, they disagree over their interpretation. The parties further disagree over whether Petitioner has pending an application for a waste water treatment plant operating permit. It is this last issue which is discussed below because it is dispositive of the case.
Findings Of Fact Petitioner operates a waste water treatment plant in Lake County, Florida which serves four motels at the intersection of U.S. Highway 27 and SR 19 immediately to the south of Interchange 27 on the Florida Turnpike. On October 27, 1972, DER issued a construction permit to Petitioner to construct the plant at a design capacity of 250,000 gallons per day (gpd). The treated effluent was proposed to be discharged via a spray irrigation system to the ground water on Petitioner's site. The plant has never operated at capacity. Its normal volume has ranged from between a low of 40,000 gpd to a peak of 140,000 gpd. Petitioner's plant is situated on a 12.5 acre site over a clay hard pan. The hard pan which is immediately below the ground surface prevents adequate percolation of the plant's effluent down to the underlying ground water. During periods of heavy rain the effluent from the plant has breached a retaining dike and flowed directly into a marsh area known as the Little Everglades to the north. Petitioner has submitted four permit applications to the Department. The first, submitted in September of 1972 was for the construction permit already mentioned. The next applications dated October 22, 1973, was for an operation permit. The application indicated that there would be no discharge to surface waters but there would be a discharge to ground waters. The application also indicated that the availability of space for the expansion of the plant was limited to the site at that time. Petitioner later purchased additional land not reflected in this application. The operation permit was never granted by the Respondent. As stated by Mr. Potter, President of Lake County Utilities, Inc., "In the fall of 1973, I made an application as engineer for the utility company to the Florida DPC [Department of Pollution Control] and to Lake County for an operation permit. That permit was denied by the Department on the ground that we had not satisfied Lake County as to the total containment of our effluent." Subsequently on August 30, 1976, Petitioner submitted a construction permit application to DER for permission to add a 1.32 acre oxidation-polishing pond, to regrade and regrass the existing spray irrigation field, to construct a 0.40 acre denitrification pond and to add a nutrient uptake. No increase in the design capacity was proposed. On that application Petitioner indicated that there would be a discharge to the surface waters of the state. In answer to that part of the application which asked for proposed drainage path of the effluent Petitioner stated, "From treatment plant to 'on-site' ponds to 'on-site' grassy pond and marsh would overflow to ajacent Florida DOT [Department of Transportation] borrow pit: thence via developed drainage waste to the 'Little Everglades' swamp: then, via developed canal and ditches and through natural ponds and marshes to 'Little Lake Harris' and ultimately the Atlantic Ocean." This permit was denied by DER because the Lake County Pollution Control Board did not approve the plan. Finally on September 29, 1978, Petitioner applied for another construction permit. Thee construction would include: Construction of storm water control structures and culverts: Regrading of water and sewer plant sites; Construction of percolation pond "A" and enclosing dikes; and Construction of percolation pond "B" and enclosing dikes. This application was made in response to advice from DER that Petitioner's plant should be in a no discharge condition in order to comply with Lake County Pollution Control rules. On November 2, 1979, the Department issued a Letter of Intent to deny the last permit application because the application was deemed to be incomplete and because the further data which DER requested was not provided. In response to DER's intent to deny the construction permit Petitioner on November 20, 1979, filed its Petition for an Administrative Hearing. Petitioner does not now intend to construct the proposed facilities for which it requested the construction permit in September of 1978. The following colloquy is from the final hearing. Mr. Stephens Have you-- Can you describe briefly the nature of the changes proposed in your 1978 construction permit application? Mr. Potter 1978 construction permit application on nominally the five acre parcel to create a diked pond or lake. Mr. Stephens Uh-huh. Mr. Potter Solely that. The part on the nominally two and a half acre parcel, give or take, was to create a deep percolation pond in which I proposed digging through the clay to the sand and shell below. Mr. Stephens Uh-huh. Mr. Potter So that waters that entered that pond, A, because of its depth, would denitrify and release nitrogen contents to the atmosphere; and, the water would, because of its hydraulic head in relation to the soil below, would push its way into the soils below. Mr. Stephens Uh-huh. Mr. Potter But in the event I could not dispose of the water through that form of percolation, it would overflow into the five acre diked area. And thereby I hoped to satisfy Lake County and the D.E.R. and solve this lingering festering problem. Mr. Stephens Uh-huh. You are the Petitioner in this case. Is it your desire or intention to complete those. . .that construction? Mr. Potter Now that I have been made aware of the law, the law of Chapter four oh three, the rules of Florida D.E.R. and become clear as to the ordinances adopted by the County Commission and the Lake Pollution Board of Lake County as to Class 3-B waters, I have no intention of squandering my money, and, in effect, the money of my customers, in such a wasteful pursuit. Mr. Stephens So you're saying here under oath you don't intend to perform that work even if granted a permit? Mr. Potter Not shy of a court order. As the result of Mr. Potter's testimony on behalf of the Petitioner at the final hearing, it is found that Petitioner has withdrawn its September 1978 application for a construction permit. There is not now pending before the Department of Environmental Regulation a valid permit application for the Petitioner to operate its waste water treatment plan. On May 9, 1980 Lake County Utilities, Inc. served Petitioner's Fourth Interrogatories to Respondent which asked by Interrogatory 10: Please state when and by whom the Department of Environmental Regulation has caused field studies to be made and samples to be taken out of the waters of Lake County (and specifically the geographical vicinity of U.S. 27 - S.R. 19 - Fla. Turnpike) periodically and in a logical geographic manner so as to determine the levels of water quality of the waters as such studies and sampling is within the powers and duty of the Department as mandated by the Florida Legislature in Chapter 403 of the Laws of Florida. (emphasis in original) The Department responded: 10. The Department conducts sampling in the waters of Lake County in conjunction with individual permit applications and not on a systematic basis throughout the County. Respondent objects to this interrogatory as being irrelevant to this proceeding in that the subject permit was not denied on the basis of anticipated water quality violations, but rather, as a result of the pollution control ordinances of Lake County, Florida, which prohibit any discharge to surface waters from the subject facility, and which the Department is required to enforce pursuant to Section 403.182(6), Florida Statutes.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it Is RECOMMENDED: That the State of Florida, Department of Environmental Regulation enter a Final Order dismissing the Amended Petition for Administrative Hearing without prejudice, however, to the filing of a new application by Petitioner for a waste water treatment plant operating permit. DONE and RECOMMENDED this 12th day of May, 1981, in Tallahassee, Florida. MICHAEL P. DODSON 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 12th day of May, 1981.
The Issue The issues to be resolved in this proceeding concern whether the Petitioner has standing to bring this action and, therefore, whether the Intervenor has standing; whether the applicant has provided reasonable assurances of its entitlement to a construction permit for the facility; whether the applicant is precluded from availing itself of a separate biohazardous waste storage general permit through notification to the Department; whether the Petitioner is entitled to challenge the notice requirements of the general permit; and whether the facility to be permitted should be characterized as a biological waste incineration facility or a biohazardous waste treatment facility.
Findings Of Fact The Petitioner, Hamilton County Board of County Commissioners ("County"), is the governing body of Hamilton County, a political subdivision of the State of Florida. The operation of the political subdivision of Hamilton County is conducted by and through its duly-elected Board of County Commissioners. The County conducts a variety of official functions, including but not limited to, the levy and collection of taxes, construction and maintenance of county-owned buildings, roads, bridges and other facilities, the funding and maintenance of county recreational parks and related facilities, and the funding and operation of county health and welfare programs, as well as the regulation and disposal of solid waste and sewage. TSI is a Florida corporation organized to specialize in the construction and operation of incineration facilities, including biohazardous waste incineration facilities. The project sub judice is the first incinerator facility proposed for construction by TSI. The corporation and its directors, officers or operational personnel have not participated in the construction or operation of any type of incinerator facility in the past. DER is an agency of state government charged with the responsibility of regulating the quantity and quality of emissions from facilities such as the incinerators involved in the case at bar, and with reviewing applications for permits for the construction and operation of air pollution source facilities, including incinerators, as well as biohazardous waste disposal and treatment facilities and solid waste resource recovery and management facilities. Its reviewing responsibility is performed by weighing such permit applications against the yardsticks set forth in Chapter 403, Florida Statutues, and Rule Chapters 17-2, 17-4, 17-6, 17-701 and 17-712, F.A.C., which it employs to determine, among other parameters, whether a particular air pollution source facility can be reasonably assured to comport with the standards embodied in those rule chapters. The Intervenor, City of Jasper ("Jasper"), is a municipality located within Hamilton County, Florida. The Jasper Industrial Park is the site of the proposed biohazardous waste incinceration facility. That site is within the city limits of Jasper. Description of Facility and Process Incineration is the most commonly used procedure for treating medical waste. The combustion of waste is especially appropriate for hospital "redbag" waste, also known as medical waste. The combustion of medical waste destroys pathogens infectious materials and spores. TSI proposes to burn medical waste in two Basic Model 3500 biohazardous waste incinerators. The incinerators will be enclosed within a large building at the Jasper Industrial Park in Jasper, Florida. Each has a charging capacity of 35 tons per 24-hour day. The proper incineration of medical waste requires a residence time of one second in a secondary chamber, having a temperature of at least 1,800 degrees Fahrenheit. These time and temperature requirements will be achieved by the proposed Basic incinerator. The incinerator's loading door will not open until the secondary chamber temperature reaches 1,800 degrees Fahrenheit. Unlike other systems, the patented Basic incinerator system has three combustion zones in the incinerator, the main chamber, the secondary chamber, and the tertiary chamber. By means of these three stages, the Basic incinerator minimizes emissions of hydrocarbons, CO and nitrogen oxide. It is characterized by a "ram feeder" which allows the waste material to enter the incinerator through an air lock so as not to disturb control of the air within the furnace. It also has a "mechanical pulse hearth" which moves and tosses the burning material while moving it through the incinerator, shaking it up, much like logs in a fireplace. It thus mixes the waste material in the air for more complete combustion. Finally, a backhoe-type device digs the ashes out of the ash pit for disposal after combustion. The third stage of the Basic incinerator changes vapors coming from the main chamber to superheated gas. The "thermal exciters" in the third stage increase turbulence and mixing in this upper zone. With the addition of air in this third stage of burning, the gas burns like natural gas, thereby completely destroying the products of incomplete combustion from the previous stages. The gas will have a residence time of at least one second in the last combustion chamber, at no less than 1,800 degrees Fahrenheit, as required by Rule 17- 2.600(1)(d)4.A., F.A.C. The Basic incinerator is designed with an air lock door which prevents it from opening until the chamber temperature reaches the required 1,800 degrees Fahrenheit. This insures more complete combustion of waste and insures that the ignition of waste does not commence until the last combustion chamber temperature requirement of Rule 17-2.600(1)(d)4.D., F.A.C., is attained. After the tertiary stage, the gases resulting from combustion go to a heat recovery boiler system incorporating a heat exchanger involving water- filled tubes. The superheated gas flows past these heat exchanger tubes which reduce the gas temperature to approximately 250 degrees Fahrenheit. This serves to start condensing the HCL acid gas so that it will be amenable to reduction and conversion by the injection of finely-powdered lime on the way to the "baghouse" scrubber device. Additionally, at this stage, a portion of the superheated gases are recirculated to the combustion chamber for further exposure to combustion temperatures in order to achieve optimum burnout of all combustible materials. When the superheated gases reach the boiler-heat recovery, steam- generating device, they are at approximately 1,800 degrees Fahrenheit. In part, they consist of metallurgical fumes containing salts, oxides, heavy metals, leads and zincs. In order to prevent these salts from clogging the boiler, the cooling device reduces their temperature so that the oxides and metals form powders. Then if any of the resultant powder adheres to the boiler tubes, conventional coal-blowing equipment blows the resulting powders on through the boiler to the emission control device or "baghouse". This, in turn, maintains the temperature reduction efficiency of the boiler heat exchanger. Because of the various combustion stages or chambers incorporated in the incinerator, as well as the heat exchanger and gas recirculation feature, the Basic incinerator prevents burning particulate particles from entering the baghouse and burning holes in the Gortex filter bags. This, of course, insures optimum emission control efficiency. After the combustion gases exit the heat exchanger-boiler device, their temperature has been reduced to approximately 250 degrees Fahrenheit. Lime is injected at this point, which reacts with the HCL acid gas and neutralizes it in part; the reaction occurring as the gas flows toward the baghouse, with the reaction being completed on the surface of the Gortex bags of the baghouse, as the lime collects thereon. The County does not contest that the Basic Model 3500 incinerator, as proposed, will perform in a manner that will satisfy most of the criteria set forth in Rule 17-2.600(1)(d), F.A.C. It will achieve approximately 95% burnout in the combustion chambers. Mr. Cross, the County's expert witness, was concerned that DER had no criteria for a standard of "burnout" of the bottom ash. In fact, DER interprets the term "complete combustion" (in the above Rule), as requiring ash burnout of approximately 95%. The Basic incinerator will achieve 95% burnout. The high rate of burnout is achieved both by the multiple combustion chambers and the use of the moving pulse hearth which constantly shakes or stirs the burning material, ending with chains suspended at the end of the pulse hearth to impede bulky waste materials from exiting the combustion chamber before they are completely combusted. Odor is controlled, in accordance with Rule 17- 2.600(1)(a)2., F.A.C., by using air for combustion purposes which is drawn by blowers from the storage area of the untreated waste. The combustion blowers pull air from the waste storage area into the incineration system. The best means of odor control is by burning, which this incinerator will achieve. The County agrees that CO emissions from the incinerators will not exceed 100 parts per million by volume, dry basis, corrected to 7% 02, on an hourly average basis. Thus, CO will be within acceptable regulatory limits and is not at issue in this proceeding. Pursuant to stipulation, the only emissions at issue with regard to the proposed facility and permit are visible emissions, particulate matter and hydrochloric acid (HCL). Particulate matter consists of finely divided solids or liquid, and the hydrochloric acid is formed when chlorinated plastics are burned. Emissions are reduced in two ways. First, emissions from the stack of the incinerator will be diluted by ambient air which dilution increases as the stack height above ground increases. Airborne emissions are also reduced by directing combustion gases through pollution control equipment before they exit the stack. The pollution control equipment proposed for the incinerators at issue is an acid gas, dry lime scrubber baghouse, with dry lime injection. The incinerator facility cannot meet particulate and hydrochloric acid standards without the addition of a pollution control device, such as a dry lime scrubber baghouse. The baghouse is the best available technology for controlling particulates and hydrochloric acid, as well as controlling metals emissions. The baghouse works much like a vacuum cleaner with a vacuum cleaner bag to trap particulate matter. Baghouses have been in use since 1970, and the technology has been scientifically demonstrated and accepted. The proposed baghouse would consist of a multiple number of bags in excess of ten feet long. They are made of fiberglass, coated with Gortex, a permeable membrane material. They have an air to cloth ratio of 3 to 1. The Gortex bags are capable of trapping 99.5% of particles in the range of 1/10th of a micron in diameter. They are, thus, capable of trapping cigarette smoke, for instance, and are resistant to acids, certain alkalines, and temperatures up to 500 degrees Fahrenheit. The bags are wrapped around a wire cage and attached to a steel plate, anchoring them to the flues, which conduct the gases to them. All of the flue gases enter the baghouse and go through the bags and then exhaust to the atmosphere through the stack. The bags, thus, trap most particulate matter and metals. Additionally, lime will be injected into the flue gas stream for acid control before the flue gases reach the bags. The lime dust, a base, reacts with HCL, an acid, to produce calcium salts, which are PH neutral. The dry lime will be conducted from a silo or other means of storage in the form of fine dust or talc which enters a metering hopper so that the amount of lime injected into the system can be controlled. The lime is injected immediately after the gases are condensed and cooled to a 250 degree Fahrenheit level. This causes optimum reaction of the acid gases with the lime which then travel together to the bags. The Gortex bags are coated by the lime dust which further enhances the HCL removal reaction. Because of the recirculation of the superheated gases and the cooling of them through the heat exchanger device, it is very unlikely that any sparks or embers from the incinerator chambers will land on the bags to burn holes in them and, thus, reduce their efficiency. This is an inherent advantage of the design of the Basic incinerator when used with the Gortex' baghouse scrubber. There is a biohazardous waste incineration facility in operation at Stroud, Oklahoma. It uses a Basic incinerator also employing an acid gas, dry lime scrubber baghouse, in essence like the one proposed here. That incinerator has been tested for visible emissions, particulate matter emissions, and HCL emissions. The tests occurred while the incinerator was actually combusting twice the amount of medical waste proposed for the proposed incineratcrs. The visible emissions test at that facility resulted in an opacity of less than 5% (visible emissions). The PM test resulted in 0.014 grains per dry standard cubic foot. HCL emissions from the incinerator were tested at 43.6ppm (parts per million). The Stroud system thus achieved a 97.2% removal of HCL. A medical waste incineration facility is located at Fairfax, Virginia, which uses a baghouse and lime injection system. The Fairfax facility test results also establish that a baghouse lime injection system reduced particulate matter and HCL emissions to below the Florida standards. Experts testifying on behalf of both the applicant and the County agree that the design characteristics and pollution control capabilities of various lime injection systems and baghouses differ markedly. Certain baghouse designs would not be appropriate for the pollution control application at issue. The County's expert noted that the method of lime injection is a critical component of overall HCL control. Certain baghouses incorporate intermittent lime injection systems which are effective for protecting the individual baghouse components, but inappropriate for HCL removal purposes. The applicant's expert, Mr. Basic, also recognized the importance of the type of lime injection system involved. Various baghouse manufacturers inject lime at differing points within the system; and certain injection applications are, in his opinion, inappropriate for effective HCL control. Temperature is a critical factor in the effectiveness of the lime injection procedure in neutralizing the acid gases (HCL). The method proposed by the applicant of cooling the gases to approximately the range of 250 degrees Fahrenheit before injection of the lime has been shown to be effective in neutralizing the HCL gases at issue, when coupled with the Gortex-laminated, fiberglass bags upon which further neutralization will occur as the dry lime powder is deposited thereon and the gas passed through it. The baghouse cleaning system is also a component of major importance. Baghouse cleaning involves the removal of calcium chloride particulate buildup from the surface of the filter bags. They eventually become clogged with the precipitate, reducing the systems effectiveness unless they are periodically cleaned. Baghouses can be cleaned while the incineration system is shut down which is known as "off-line cleaning". They can also be cleaned during operation by "on-line cleaning". "Pulse-jet" cleaning involves taking a portion of the bags off line with a damper system bypassing the flue gases to other bags which remain in operation. The bags taken off line are then injected with a rapid pulse or pulses of compressed air, thereby removing the calcium chloride cake from the bags. The County's expert opined that pulse-jet cleaning is less effective than off-line cleaning and that it also requires a dedicated air compressor, as air from within the plant may contain moisture, oil or other contaminants, which are inappropriate for injection into the baghouse since they may permanently clog or otherwise harm the bag material. The applicant's expert, Mr. Basic, expressed like concerns regarding the baghouse cleaning system. He testified at length about the characteristics and appropriateness of on-line versus off-line cleaning. He established that off-line cleaning, also knowh as "reverse air" or "reverse jet" cleaning, is the most effective under the situation prevailing in this project and, in essence, agreed with the County's expert on this subject. Reverse air cleaning involves both the incinerator and the air pollution control system being shut down, with air from the blower being blown in reverse through the bags to remove the calcium carbonate residue. Mr. Basic's testimony establishes that a reverse air, off- line cleaning process can maintain the effectiveness of the Gortex- fiberglass filter bags and, thus, assure that emission and ambient air standards are continuously met by the facility. Stack Emissions Modeling of the stack emission results predicted at the facility with the originally-proposed 40-foot stack height was performed by Mr. David Buff, the applicant's expert witness in this regard. The model he employed demonstrated compliance with all ambient air quality standards set forth in Chapter 17-2, F.A.C. There is no ambient air quality standard in the rules at the present time for HCL, however. DER does have a policy, established without dispute in this record, that an acceptable ambient level of HCL would be 150 micrograms per cubic meter for a three-minute value and 7 micrograms per cubic meter on an annual average. Shortly prior to hearing, a "re-modeling" of the stack and resultant emissions was done, postulating a stack at 98 feet high. Five years of meteorological data from the Valdosta, Georgia, weather station were used to include such factors as prevailing winds, etc., which modeling ultimately demonstrated a three-minute maximum HCL concentration of 16.4 micrograms per cubic meter. This resulted in a maximum HCL concentration at ground level of a factor of 10 below the 150 micrograms per cubic meter level, which is acceptable under DER policy. The average annual impact of HCL concentrations would be 0.2 micrograms per cubic meter, well below the acceptable level of 7 micrograms per cubic meter annual average. Mr. Buff's model also predicted a maximum annual average impact at any location in the vicinity of the proposed incinerator of HCL at .16 micrograms per cubic meter. This maximum value is a factor of more than 40 below the administrative level of 7 micrograms per cubic meter on an annualized basis. A spatial distribution of the annual average hydrochloride concentrations in the vicinity of the incinerator demonstrates an annual average concentration declining to 0.09 micrograms per cubic meter in the direction of the City of Jasper. The 98-foot stack proposed by TSI thus meets all ambient air requirements. Although the stack height was changed from the 40 feet shown in the application to 98 feet, all other design elements of it, such as stack diameter, stack temperature, and gas flow rate, remain unchanged. The modeling of the 98-foot stack included all of the design criteria found in the application. There is, in essence, no dispute regarding the efficacy of the modeling performed by Mr. Buff. All modeling and modeling results were not controverted. In addition to the main stack, there is an emergency relief stack, also known as a "dump stack". The dump stack does not have pollution control equipment. It is opened when the system is first started up in order to purge the system. No waste is burned at that time. The stack is also opened after a shutdown during a cooldown period after all waste has been removed from the furnace. The likelihood that the relief stack will operate outside of a startup and cooldown period is very slight. The facility will have an electrical generator backup emergency power source in case of power failure. The primary reason for the stack's opening, power loss, is thus eliminated by the system as proposed. There is a relief valve in the steam line so that if steam pressure in the boiler exceeds operating pressure, the system can be relieved through the relief valve with the only loss being steam which would have to be replenished with soft water. Such a malfunction would not result in the emergency stack opening, however. The only other circumstance under which the emergency stack would open, and vent gases to the atmosphere without emission control, would be a malfunction of the blower or induced draft fan system which pulls the gases out of the main stack. This could be caused by failure of the drive belts or a burnout of a motor. With proper maintenance, the belts will not fail and the motors will function for years without replacement. In an emergency situation, however, if a shutdown does occur, the frequency of the pulse hearth can be increased to push the waste stream into the quench pit in approximately 20 minutes, thus, eliminating emission of pollutants through the stack. The County's expert, Mr. Cross, also agreed that most of the causes of the opening of the emergency dump stack have been eliminated by the proposed Basic design. In any event, even in an emergency situation where the dump stack must open, the inherent design capabilities of the incinerator, related to operating temperature, residence time and the multiple combustion chambers, result in only one part per million CO, as well as very low nitrogen oxide and hydrocarbon levels being emitted from the facility even with no other pollution emission control provisions. In the event the emergency stack opens, the highest HCL emissions occur immediately, but then quickly drop to acceptable levels. This is so because combustion of materials immediately in the furnace would be finished, but no other charging of the furnace would occur until the malfunction is alleviated. Rule 17-2.250, F.A.C., allows, in any case, with an emergency opening of dump stack, the excession of permit limits for up to two hours. The results of modeling the operation of the dump stack at a 40-foot height and at 30 pounds per hour of HCL emissions shows that the 7,500 threshold limit value ("TLV"), which the Occupational Safety and Health Administration ("OSHA") sets to protect worker safety, will not be exceeded anywhere off the plant property, which boundaries lie 50 meters or more from the stack location. The HCL administrative level set by DER (by policy) of 150 micrograms per cubic meter will be exceeded in an area out to approximately 400 meters from the stack. Beyond 400 meters, the level is less than that and drops off rapidly thereafter so that at 800 meters, under the model prediction, the level of HCL concentration would be only 57 micrograms per cubic meter and at 2,000 meters, 37 micrograms per cubic meter. The county prison site, the Hamilton County landfill, recreation park, middle school, county road camp, senior citizens center, other schools and a nursing home, of which concern was expressed about proximity to incinerator emissions, are all 900 meters or more from the site of the incinerator and the location of the stack. It has thus been established that ambient HCL concentrations will not reach the prohibited level of 150 micrograms per cubic meter for the three-minute average at any of these locations. The permit applied for is a "minor source construction permit". Such a permit allows the applicant to construct the source, having an initial startup and performance compliance testing period to demonstrate that the facility can meet emission standards provided for in the permit and related rules. After demonstrating compliance, the applicant can then seek an operating permit. The test methods required as conditions by DER's proposed grant of the permit and the "draft permit" are standard ones sanctioned by the U.S. EPA. They are reliable and acceptable and have undergone independent testing and development and are used by all states. Thus, the combustion chamber exit temperature must be monitored for the purpose of determining if the unit complies with the 1,800 degree Fahrenheit rule, the criteria for complete combustion. Oxygen must also be monitored for the purpose of determining if the incinerator is operating properly and achieving good combustion which is essential to control of hydrocarbons, nitrogen oxides, CO and other pollutants. When oxygen falls below certain levels, the computerized micro- processor monitoring system shuts down the loader to prevent charging of the furnace until combustion standards are again reached to prevent insufficient combustion due to low oxygen and excession of pollutant limits. In order to insure that the CO limit of 100 parts per million is not exceeded, a continuous CO monitoring capability will be installed within the incinerator. The lower the CO, the better the combustion efficiency. Although the rules require a 100 parts per million limit, CO test results at the Stroud facility, which is essentially identical to the one proposed, averaged 1.1 parts per million. Test results at the Stroud facility also demonstrated that the dry lime scrubbers installed there accomplish high HCL and particulate removal. The Stroud facility meets all Florida rule standards. Mr. Cross acknowledged that the test results on that facility demonstrate that dry lime scrubbers on medical waste incinerators "will do the job". Design details of the 98-foot stack and the lime injection baghouse scrubber facility were not included in their entirety in the application and the evidence adduced. Design details of the 98-foot stack, however, were provided in the application on page 6 as to the 40-foot stack. The changing of the stack height to 98 feet does not change the remaining design details, and they are still valid and have been proven so. Although no design or plans for the lime injection baghouse proposed have been adduced, the testimony of Mr. Basic establishes that such a facility will meet all pertinent emission standards prevailing in the Florida rules and policies, as such a facility did in the Stroud tests. Mr. Basic's testimony was unrefuted and establishes that the dry lime injection baghouse scrubber facility, such as he proposes and about which he is knowledgeable, based upon his manufacture, installation and operation of other incineration facilities, will reasonably assure that all pertinent disputed emission standards will be met (for particulate matter, opacity and HCL). Mr. Basic, as equipment vendor for the project, has responsibility for the entire incineration facility. He will oversee construction, installation and testing of the incinerators and emission control equipment (baghouse and stacks). He has guaranteed that all Florida emission standards will be met as the manufacturer and vendor for the project. A grant of the permit at issue should be conditioned upon Mr. Basic performing, as testified at the hearing and as agreed to by the applicant, as overseer for the construction, installation and testing of the proposed facility. Specific Condition No. 14 in DER's notice of intent to grant the permit requires the applicant to test the resultant ash to see if it is hazardous. Ash from the proposed facility must be tested in accordance with 40CFR 262.11, which requires testing and characterization of the waste. Ash from the proposed facility will be tested; and if it tests as hazardous, it will be handled as hazardous waste by sending it to an approved hazardous waste landfill or treatment facility. In any event, it has been stipulated by the applicant that the ash will not be deposited in a Hamilton County landfill; and the permit should be so conditioned. Most ash coming from infectious waste incineration is non-toxic. Controlled air incineration produces a sterile ash, which is a non-combustible residue, and may be disposed of in an ordinary landfill. Ash tested at the Stroud facility, after burning medical waste of the type to be incinerated in the instant facility, tested as non-hazardous. The ash will be removed from the facility in closed containers. Storage of Biohazardous and Biomedical Wastes DER regulates biohazardous waste incineration under the air permitting program, requiring an air permit, as sought in the instant case. DER does not require a separate solid waste treatment and sewage permit. Biomedical waste is regarded as a special waste which requires an element of care beyond solid waste, but does not require the extraordinary care required of hazardous waste. Sections 17-712.420 and 17-712.800, F.A.C., deal with the permitting of biohazardous waste storage. There are two ways in which an applicant can notify DER of its intent to use a general permit for the storage of biohazardous waste: It can apply for a general permit by notifying DER on a specific form of its intent to use a general permit for the storage of the waste; or It can include the information as part of an air permit application. With either option, there is no difference in the way DER processes the two types of notification. DER reviews the information submitted to make sure that it indicates that the facility will meet the requirements of Rule 17-712.420, F.A.C. The DER district waste program administrator, Mr. Mike Fitzsimmons, established in his testimony that the applicant has met the qualifications for the general permit for biohazardous waste storage. Five areas have been designated for storage of the biomedical waste to be incinerated at the TSI facility. It is anticipated that most of these areas will normally be empty. The storage areas are available, however, in case one of the incinerators is inoperative for any reason. There are contingency plans for re-routing the waste in the event one or both incinerators are inoperative for a significant period of time. Area A is the primary area of the facility where boxes are loaded onto a conveyor system and continuously fed into the furnaces. Area B is considered a secondary storage area where palletized boxes can be stored pending their placement onto the conveyor system for charging into the incinerators. The secondary area here can also be used for backup storage. Areas C and D are truck unloading docks,. The trucks, themselves, also can be used for storage capacity. Area E on Exhibit 7, the permit drawings, shows an outdoor storage area which will hold a number of trucks which transport the biohazardous waste. All of the trucks bringing waste into the facility will remain locked until brought to the unloading dock for unloading and incineration of their contents. The loading docks for the trucks located at the back of the facility are designed with drainage to prevent storm water runoff. Both the indoor and outdoor storage areas will be concrete. The concrete joints will be grouted and sealed, and the concrete will have an impermeable sealant placed on it. To maintain a sanitary condition, the area will be swept daily; and any spill area will be disinfected. The indoor areas will be disinfected weekly regardless of spills. Access to the proposed facility will be restricted to prevent entry of unauthorized persons. The outer perimeter will be enclosed with an 8-foot cyclone fence. It will be monitored with closed-circuit television. The building itself will only be accessible by authorized persons. The fence and all of the entrances will be marked with the international biohazardous symbol with the words "biohazardous wastes or infectious wastes". The facility will be operated so as to prevent vermin, insects or objectionable odors offsite. All materials will be packaged according to Rule 17-712.400(3), F.A.C. Refrigeration is not contemplated because EPA guidelines on management of infectious waste do not recommend refrigeration. Instead, storage times will be kept as short as possible prior to incineration. There will be minimal handling of boxes at the facility. Semi-trailers will be unloaded by means of an extendo conveyor system which will convey the boxes directly to the incinerators. If a box is dropped, breaks or a spill occurs, the area will be disinfected immediately. All floor drains, which will be installed both indoors and outdoors, will have a slight slope in the direction of the drain so that the floors can be scrubbed and hosed down and disinfected with all liquid material being flushed down those drains. Liquid waste created by the disinfection process can be safely disposed of thereafter in the city sanitary sewer system. The storm water management system on the site and the drainage sewage system are entirely separate, however. Employees will be required to wear either rubber or plastic gloves and white disposable clothing. All biohazardous waste generators (hospitals, etc.) and transport companies will be required to put the waste in "red bags", strong plastic bags. The medical waste will be required to be sealed in strong plastic bags, which are then placed by the generator of the waste in sealed cardboard boxes having a 275-pound bursting strength. All boxes must be marked with the name and address of the generator of the waste (hospital, etc.). The transporter of the waste, typically a trucking company, will be required to keep the trailers transporting the waste locked and the boxes intact and unopened. The applicant, as a condition of the permit, will not accept delivery of any waste shipments not so packaged and maintained. In fact, in addition to the rules governing the packaging and transport of biomedical waste contained at 17- 712.400, 17-712.410, F.A.C., TSI will require, by written contract, generators and transporters of the biomedical waste to insure delivery of waste properly packaged in accordance with Florida law regardless of which State the waste is generated and transported from. Additionally, the applicant will maintain records of waste origins and shipments in accordance with Rule 17-712.420(7), F.A.C., in its computerized record system. A detailed contingency plan will be prepared for the proposed facility by Lloyd H. Stebbins, P.E., an expert in environmental incident planning. The contingency plan will include more detail than is required by the biohazardous waste rules. The plan will address how medical waste is handled in order to insure public safety and the safety of employees as it is transported to and enters the plant and how ash will be safely handled when it exits the plant. Mr. Stebbins will also prepare an operation plan which will include personnel training in disinfection procedures and a description of those procedures for submittal to DER as a condition of a grant of this permit. That operation plan will contain procedures for all three types of disinfection methods authorized by Rule 17-712, F.A.C. This will enable the applicant to have the flexibility to use all three procedures, hot water, sodium hypochlorite, iodine or an EPA approved germicide. Mr. Stebbins will direct and provide training to insure that personnel comply with the regulations concerning disinfection and proper application of disinfectants. As an additional safety factor, the facility is designed to operate efficiently at approximately 85% of its actual capacity in order to allow for "down time" and maintenance. Standing TSI has challenged the County's standing to participate in this proceeding, asserting that Hamilton County, through its duly-elected Board of County Commissioners, does not possess a substantial interest in the outcome of this proceeding different from that of the public generally. It contends that the concerns various members of the general public might have concerning location and installation of the incinerator facility are the only concerns that the County has in participating in this proceeding; and, therefore, that the County has no substantial interest of its own justifying its standing to be a party to this proceeding. The record, however, reveals a strong citizen opposition in the County and City of Jasper to the applicant's proposed project. During the public comment portion of these proceedings, it became obvious that the citizens of Hamilton County have a variety of health and safety concerns which have engendered wide spread opposition to the applicant's project. Principal concerns are the matters of transportation and potential spillage of infectious hospital- generated medical wastes which the incinerator will be treating. Additionally, a strong concern has been expressed by various citizens of Hamilton County and the City of Jasper, concerning potential HCL emissions and their potential negative health effects on residents of the city and county, particularly those who utilize the many publicly-owned facilities located in proximity to the project site. These facilities include a middle school, a senior citizen center, a county road camp or prison, the county landfill, county equipment, a bridge and other buildings, as well as the fact that the material to be incinerated will be transported on trucks through a residential area. Additionally, the Hamilton County Correctional Institution is immediately adjacent to the proposed project site and employs several dozen county residents. Concerns were also expressed about increased traffic flow resulting from trucks bringing waste through the county and city to the proposed incinerator site, as well as the health and safety of the citizens who will be employed at the proposed facility itself, and the lack of sufficient emergency equipment and facilities within Hamilton County. Many citizens expressed their opposition to the proposed facility at the public comment portion of the hearings, through petitions submitted to their city council and the board of county commissioners and at public meetings conducted by those two governmental bodies. Thus, it can be inferred that there is a concensus of opposition by citizens of the city and the county which has been expressed to their respective governing commissions, who are the Petitioner and Intervenor in this proceeding. There is no question that the proposed project has the potential to cause some pollution or degradation of air and water in Hamilton County and the City of Jasper. Section 125.01(1), Florida Statutes, delegates broad powers and duties to county governments. Those powers and duties are enumerated in the Conclusions of Law below and include such authority as to establish and administer programs of air pollution control; to provide for and regulate waste and sewage disposal; to operate solid waste disposal facilities pursuant to Section 403.706(1), Florida Statutes; to establish, coordinate and enforce zoning and such business regulations as are necessary for public protection; to perform other acts not inconsistent with the law which are in the common interest of the people of the county, and to exercise all powers and privileges not specifically prohibited by law.
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 aguments of the parties, it is therefore, RECOMMENDED that DER enter a final order approving TSI's applications for permits for the subject two biological waste incineration facilities in accordance with the conditions specified in the notice of intent to grant the permit and enumerated in this Recommended Order. DONE AND ENTERED this 24th day of July, 1990, in Tallahassee, Leon County, Florida. P. MICHAEL RUFF Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, FL 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 24th day of July, 1990. APPENDIX TO RECOMMENDED ORDER IN CASE NO. 89-6824 Petitioner's Proposed Findings of Fact: 1. Accepted. 2-11. Accepted, although not necessarily dispositive of material issues presented, standing alone. Rejected, as subordinate to the Hearing Officer's findings of fact on this subject matter. Accepted, but not, in itself materially dispositive of material disputed issues. Rejected, as subordinate to the Hearing Officer's findings of fact on this subject[matter and as not directly relevant in the de novo context of this proceeding. 15-22. Accepted. 23. Accepted, but not itself materially dispositive. 24-31. Accepted, but in themselves materially dispositive of disputed issues and subordinate to the Hearing Officer's findings of fact on this subject matter. 32-43. Accepted. 44-48. Accepted, but subordinate to the Hearing Officer's findings of fact on these subject matters and not, standing alone, dispositive of material disputed issues. 49. Rejected, as subordinate to the Hearing Officer's findings of fact on this subject matter and contrary to the preponderant weight of the evidence. 50-55. Accepted. Rejected, as subordinate to the Hearing Officer's findings of fact on this subject matter. Rejected, as subordinate to the Hearing Officer's findings of fact on this subject matter. 58-64. Accepted. Rejected, as subordinate to the Hearing Officer's findings of fact on this subject matter. Rejected, as subordinate to the Hearing Officer's findings of fact on this subject matter and to some extent, contrary to the preponderant weight of the evidence. Rejected, as subordinate to the Hearing Officer's findings of fact on this subject matter. 68-73. Accepted. Respondent, TSI Southeast, Inc.`s Proposed Findings of Fact: 1-15. Accepted. 16. Rejected, as a discussion of testimony and not a finding of fact. 17-52. Accepted. 53-70. Accepted. 71-73. Rejected, as not materially dispositive of disputed issues in the de novo context of this proceeding. 74-75. Accepted. 76. Rejected, as unnecessary and immaterial. 77-123. Accepted. 124-129. Accepted, but not themselves dispositive of the material disputed issue of standing. Respondent, DER's Proposed Findings of Fact: 1-41. Accepted. COPIES FURNISHED: Dale H. Twachtmann, Secretary Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 Daniel H. Thompson, Esq. General Counsel Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 David D. Eastman, Esq. Patrick J. Phelan, Esq. Parker, Skelding, Labasky & Corry 318 North Monroe Street Tallahassee, FL 32301 John H. McCormick, Esq. McCormick & Drury 2nd Street at 2nd Avenue Northeast Jasper, FL 32052 Ross A. McVoy, Esq. Vivian F. Garfein, Esq. Fine, Jacobson, Schwartz, Nash, Block & England Suite 348 315 South Calhoun Street Tallahassee, FL 32301 William H. Congdon, Esq. Department of Environmental Regulation Twin Tower Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 =================================================================
The Issue The issue is whether the Petition for Administrative Hearing should be dismissed for failure to state a cause cognizable under Florida Law.
Findings Of Fact On November 30, 1998, Suwannee American filed its application and fee for an air construction permit for a dry process, preheater/precalciner type portland cement plant. The cement plant will emit oxides of nitrogen as a result of the combustion of fuels. A small fraction of the nitrogen oxides will, through oxidation, convert to nitrate. Some of the nitrate will become available for deposition as fall- out through two mechanisms: (a) dry deposition from particulate deposition; and (b) wet deposition from rainfall. Nitrate that lands on land and water surfaces can remain there, be taken up by vegetation, or enter ground and surface waters. The cement plant will also emit mercury. Joseph Kahn, a permit engineer in the Department's Division of Air Resources, Bureau of Air Regulation, was assigned to review the application. Early in the review process, Mr. Kahn became aware that members of the public and the Department's staff in its park's division had concerns about the atmospheric deposition of mercury and nitrate emissions from the cement plant. By letter dated December 29, 1998, Mr. Kahn requested the applicant to furnish additional information, including but not limited to, an additional impacts analysis of mercury and nitrogen deposition pursuant to Rule 62-212.400(5)(e), Florida Administrative Code. 1/ Specifically, the December 29, 1998, letter made the following inquiries: 8. Please compare other NOx [nitrogen oxide] limits established by BACT (for LaFarge and Great Star Cement, for example) with the proposed NOx limit and discuss the variables that affect emissions of NOx from Portland cement plants that are applicable to the proposed facility. * ** Please discuss the basis for the estimated emissions of mercury and provide illustrative calculations. Please estimate the possible impact or deposition of mercury at the Ichetucknee Springs State Park and the Santa Fe and Suwannee Rivers in the vicinity of the proposed facility. Please perform an additional impact analysis in the PSD [prevention of significant deterioration] Class II area near the facility including the Ichetucknee springs State Park and the Santa Fe and Suwannee Rivers in the vicinity of the proposed facility. This analysis must include impact on growth, soils and vegetation, and visibility. On February 25, 1999, the Department received Suwannee American's response to the December 29, 1999, letter. The response states as follows in regards to the deposition of mercury: Response: The PSD report used an emission factor for mercury from AP-42, Table 11.6-9, for cement Kilns with fabric filters. The other available emission factor in AP-42 is for cement kilns with ESPs. As this kiln will utilize an ESP for the pyroprocessing system, this response uses the ESP emission factor: 0.00022 pounds/ton of clinker X 839,5000 tons/year = 185 tons per year. Mercury emission data from nine cement plants ere evaluated as reported in the EPA Document Locating and Estimating Air Emission From sources of Mercury and Mercury compounds. These data are shown in the following table: [Table Omitted] The use of the average value from these tests results in a lower and consistent value: 0.000171 pounds/ton of clinker X 839,500 tons/year = 144 pounds per year. Emission estimates based on expected mercury levels in limestone, clay, sand, fly ash, and coal that will be used by Suwannee American result in an estimated emission rate of 129 pounds per year. The ambient air impact of mercury at the Ichetucknee Springs State Park and the Santa Fe and Suwannee rivers in the vicinity of the proposed facility is estimated as 0.00003- 0.00005 ug/m 3/ as a maximum annual concentration. The Reference Air concentration (RAC) for mercury (40 CFR 266, Appendix IV) is 0.3/m 3/ annual average. The deposition of mercury at the Ichetucknee Springs State Park and the Santa Fe and Suwannee Rivers in the vicinity of the proposed facility is estimated as 0.00002- 0.00005 g/m 2/ as a maximum annual deposition. If this level of deposition continued for 50 years and if all deposited mercury was to accumulate in the top six inches of soil, the increase in mercury levels in the soil would be on the order of 0.006 mg/kg. Safe mercury levels in soil established by Rule 62-785, F.A.C., are 3.7 mg/kg for direct exposure and 2.1 mg/kg for groundwater protection. After receiving the applicant's response to the December 29, 1998, request for additional information, Mr. Kahn performed independent evaluations to determine whether nitrate or mercury deposition would be of special concern in the area around the proposed plant. As to nitrate deposition, Mr. Kahn determined that approximately 50 tons per year of the NOx would be converted and deposited as nitrate within a 23-mile radius of the plant. He concluded that the estimated nitrate deposition from the cement plant was not significant because it was less than 0.1 percent of the annual total loading rate of nitrate (50,000 tons per year) from all other sources in the counties surrounding the Suwannee River. Mr. Kahn's independent analysis of mercury deposition yielded similar results. He concluded that, compared to the background levels of mercury existing in the soils around the proposed facility, and compared to the criteria of the Department's direct exposure soil criteria, 2/ the estimated additional mercury deposition from the cement plant would not be significant. Mr. Kahn and the applicant made several conservative assumptions in making an analysis of mercury deposition. For example, they assumed that mercury would be emitted and deposited in the cement plant's vicinity at a constant rate for 50 years. They also assumed that all of the mercury deposited on the ground would remain in the top six inches of the soil and would not migrate into any other media. On March 25, 1999, the Department conducted a public meeting on Suwannee American's application. The public commented on various issues. As to atmospheric deposition of substances, the public's comments were not structured enough for the Department to consider them per se in the application review. By letter dated March 26, 1999, the Department summarized the public concerns and requested Suwannee American to furnish the following information in relevant part: 2. Estimate potential mercury emissions from the pyroprocessing system, and characterize the fraction of mercury that will come from other raw material, coal, petroleum coke and tires. Please evaluate control methods for mercury emissions. * * * 8. What portion of the proposed plant's Nox emissions will be deposited as nitrate through dry and wet deposition within an area 25 miles radius from the site? Investigate pollution prevention techniques that may result in lower overall NOx emissions. On or about April 21, 1999, Suwannee American responded to the above-referenced questions. As to question no. 2, the responses states as follows: Response: Potential mercury emissions were submitted to the Department on February 25, 1999. Using three different approaches, the projected emissions were in all cases below the 200 pound per year threshold established by Rule 62-212.400(2)(f) and Table 212.400-2, F.A.C. as a significant emission rate increase (for PSD permitting purposes). Because the expected emissions are below the threshold amount, there is no regulatory requirement to apply BACT review for the de minimis emissions that are expected. Approximately 40 percent of the mercury will be contributed by fuel (coal) and 60 percent by raw materials. When petroleum coke or tires are used as fuel, the mercury contributed by fuel is expected to decrease. As to question no. 8, Suwannee American's response stated as follows: Response: The applicant notes that the matters inquired of in this request are not related to those matters allowed under Section 403.0876(1), F.S., and therefore requests that the Department begin processing the permit application under Section 403.0876(2)(a), F.S. However, in a continuing effort to be responsive to the concerns behind the questions asked, the applicant submits the following information, provided the submittal does not affect the permit processing time clock. Approximately 7% or less of the plant's NOx emissions will be deposited as nitrate through dry and wet deposition within an area 25 miles radius from the site. This is approximately 0.1 pounds per acre per year, and is less than one percent of the wet and dry background deposition measured at the Bradford Forest, near Starke, Florida. This analysis was very conservative, as it assumed nitrate deposition between five miles and 25 miles to be equal to the deposition rate at five miles (i.e., there was no credit taken for the decrease in deposition rate with distance beyond five miles). This approach is also conservative in that it assumed all NOx from the plant would immediately convert to nitrate and be available for deposition. This is a worst case assumption. Pollution prevention operating procedures that may result in lower overall NOx emissions are being evaluated. One technique planned for the facility is the stockpiling of limestone to allow natural drainage before pyroprocessing. Lower material moisture contents allow for the use of less fuel and hence, less NOx. After receiving Suwannee American's response to the Department's March 26, 1999, letter, Mr. Kahn reviewed the applicant's analysis. He compared information presented by the applicant with his own estimates of nitrate and mercury deposition. Suwannee American's data confirmed Mr. Kahn's prior conclusion that atmospheric depositions of mercury and nitrate from the cement plant would not be a significant fraction of the existing total deposition and total loading of those elements from all sources. Mr. Kahn did not perform any further analysis to estimate the impact of nitrate or mercury emissions on the area surrounding the proposed plant. He never made any comparisons to the Department's surface water quality criteria or standards related to Outstanding Florida Water (OFW) bodies. In other words, Mr. Kahn did not attempt to discern the specific impact of mercury and nitrate deposition on the ground water and surface water surrounding the proposed plant. His additional impact analysis was limited to comparing the estimated mercury and nitrate depositions from the proposed facility to the existing total loading of those elements from all sources in the area around the cement plant. Concluding that the impacts would be insignificant, he then informally advised certain members of the public, including Mr. Greenhalgh and some of Sierra Club/SOS' members, that the water pollution and OFW rules did not apply. The Department's Division of Air Resources never applies the standards relating to water quality or an OFW. Those standards are applied and enforced by the Department's staff in its water resource division when a water pollution permit is required. If there are off-site impacts that are not covered by the PSD rules, the applicant will be required to apply for other applicable permits. 3/ The parties do not assert that, in order to construct the cement plant, Suwannee American requires a separate water pollution permit to determine its compliance with the OFW rules. No one from the Department's water resource division officially reviewed the application at issue here. In performing his independent evaluation of additional impacts, Mr. Kahn sought information regarding the total nutrient loading in the Middle Suwannee River Basin from all sources from the Department's water resource staff, including Mr. Greenhalgh. Mr. Greenhalgh is a professional geologist who works for the Department in its water resource division. Specifically, Mr. Greenhalgh is one of the individuals working on the Department's Total Maximum Daily Load (TMDL) analysis for the Middle Suwannee River Basin. In response to Mr. Kahn's inquires, Mr. Greenhalgh stated that the basin had already exceeded its assimilative capacity and could not tolerate additional inputs of nitrate. Other members of the Department's water resource division gave Mr. Kahn similar opinions. However, Mr. Greenhalgh admits that he has not done any calculations to determine the impact of atmospheric deposition of nitrates from the proposed plant on the surrounding area. Mr. Greenhalgh directed Mr. Kahn's attention to a paper written by David Hornsby, an employee of a water management district, concerning the total nitrate loading from all sources in the Middle Suwannee River Basin. Mr. Kahn used data from the paper to make his comparisons between the total nitrate loading from all sources in the area to his estimate of nitrate deposition from the proposed plant. Mr. Kahn then informed Mr. Greenhalgh that the Department could not deny the permit on the basis of nitrate atmospheric deposition because the Department did not regulate all sources of nitrate in the basin. Except for the applicant, and the informal consultations with members of the Department's Division of Water Resources, no one furnished Mr. Kahn with any technical information regarding the atmospheric deposition of mercury and nitrates. The Federal Environmental Protection Agency has not developed or approved methods for calculating air deposition rates for emissions. In the absence of such standards, the methods used by Suwannee American and Mr. Kahn to determine the proposed facility's additional impact on the surrounding area were appropriate and reliable. The Department has adopted the federal government's acid rain rule (Rule 62-214.420, Florida Administrative Code.) That rule specifically addresses water quality impacts from the emissions and atmospheric deposition of sulfur dioxide and NOx from certain electric power plant facilities. The parties agree that the acid rain rule does not apply in this case. Permits for electrical power plants are issued under the authority of the Florida Electrical Power Plant Siting Act. The Governor and Cabinet sitting as the electrical power plant siting board approve power plant siting applications. The Department's Division of Air Resources performs a PSD review for electric power plant siting applications. Unlike the circumstances in this case, an electrical power plant siting application also requires other sections of the Department to consider impacts on water quality, solid waste, and land use. Under the terms of the Florida Electrical Power Plant Siting Act, the Department has required one other applicant to perform the type of additional impact analysis that was performed in this case. That application involved an existing Florida Power and Light Company, Inc. (FP&L) electrical power plant located near Tampa Bay, an OFW. The FP&L electrical power plant requested permission to convert to orimulsion fuel. In the FP&L power plant case, the Department took the position that water quality concerns were satisfied by a demonstration of compliance with air quality standards. There is no specific permit application that one would fill out or apply for to determine if one would be in compliance with the OFW rule. The OFW rule is usually considered in the context of another permit. However, there is no evidence that the Department has ever considered the OFW rule in the context of a new source PSD permit application. Suwannee American's proposed cement plant will be located within three miles of an OFW. There is no evidence that the Department has ever considered another application for a new source PSD (prevention of significant deterioration) permit within such close proximity to an OFW. Sierra Club/SOS' only factual allegation is that Suwannee American has not provided reasonable assurances that it would not significantly degrade the Santa Fe River, an OFW, through the atmospheric deposition of mercury, in contravention to Rule 62-302.700, Florida Administrative Code. 4/
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED: That the Department enter a final order dismissing the Petition for Administrative Hearing in DOAH Case No. 99-3096, with prejudice for lack of standing. DONE AND ENTERED this 21st day of October, 1999, in Tallahassee, Leon County, Florida. SUZANNE F. HOOD 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 21st day of October, 1999.
The Issue The issue is whether Dr. Vigna and his corporation, AVA Hazardous Waste Removal and Disposal, Inc., should be disciplined for the improper disposal of hazardous waste.
Findings Of Fact Lyn-Rand, Inc., was a corporation in the metal fabrication and painting business in Dade County, Florida, during April and May of 1989. The industrial processes used by Lyn-Rand required the use of solvents, cutting oils, and other chemicals. Lyn-Rand employed Courtney Warrenfeltz as its quality control director. Mr. Warrenfeltz had met Dr. Anthony Vigna, who held himself out as a transporter of hazardous waste. Dr. Vigna offered to dispose of 55-gallon drums of waste which had accumulated at the Lyn-Rand facility. Dr. Vigna took samples of the waste, offered to use his federal EPA identification number in connection with the disposal, and do all the paper work involved with the disposal. Mr. Warrenfeltz believed, based upon his conversations with Dr. Vigna, that Dr. Vigna was knowledgable about hazardous waste disposal. Mr. Warrenfeltz made arrangements for Dr. Vigna to pick up nine drums of cutting oils and cleaning solvents on Saturday, April 29, 1989. Dr. Vigna was paid $500 per drum. Those drums had been marked with "x's" on the tops and sides. An employee of Lyn- Rand, Carlos Alayon, had been left instructions to expect Dr. Vigna, and had been given a check to give Dr. Vigna when the drums were picked up. While Dr. Vigna was at the Lyn-Rand site to pick the drums up, he asked Alayon for some black paint which Dr. Vigna used to paint over the labels on the drums. Alayon then helped Dr. Vigna load the drums into a rental truck. Dr. Vigna gave Mr. Alayon no paperwork, such as a manifest, receipt, or shipping papers. Mr. Warrenfeltz never received any paperwork from Mr. Alayon or from Dr. Vigna. The drums Dr. Vigna took from Lyn-Rand were discovered later, Saturday, April 29, 1989, at the business premises of Compliance Technology, Inc., a corporation located in Broward County, which is licensed to act as a broker for hazardous waste. Compliance Technology, Inc., does not, however, act as a transporter of hazardous waste. The employee of Compliance Technology who found the drums near the back loading dock, Mike Webb, was concerned, because their labels had been obliterated with black paint and the only marks on the drums were the "x's." The obliteration of the labels was a cause for concern and the bungs appeared to be leaking around the tops of two of the drums. The drums had been abandoned near a storm drain. The drums were not fenced or secured; if someone had driven into them due to their placement on the ground near the loading dock, the drums could have ruptured and the contents flowed into the storm drain and eventually into the Biscayne Aquifer. Mr. Webb notified the founder of Compliance Technology, Dr. Solon Cole, of the discovery of the drums, and the matter was reported on or about May 1, 1989, to the Broward County Environmental Quality Control Board and the City of Hollywood Police Department. Compliance Technology moved the drums away from the storm drain, barricaded them, and replaced bungs in two of the drums. On or about May 5, 1989, Dr. Cole notified Jeff Tobergte, of the Department of Environmental Regulation office in West Palm Beach, about the drums. Mr. Tobergte went to Compliance Technology the next day, and photographed the drums and sampled their contents. He found that the drums contained various solvents, including methylene chloride, ethylbenzene, toluene, xylene and phenol. The samples had a pH of less than 2 and a flash point of less than 60 degrees centigrade, and therefore were hazardous wastes. Dr. Cole and Mr. Tobergte were able to determine that one of the drums had a label which stated "Spray Iron Phosphatizer and Cleaner" "SC-283" from Novamax Tech in Atlanta, Georgia. After contacting Novamax Tech, Mr. Tobergte learned that SC-283 is an unusual product with only four buyers in Florida, three of them in Dade County, including Lyn-Rand. Mr. Tobergte then drove to all three locations in Dade County which were customers of Novamax Tech, and determined that the most likely source of the drums at Compliance Technology was Lyn-Rand. Mr. Tobergte visited Lyn-Rand on May 8, 1989, and verified that the drums he had photographed were drums which originated at Lyn-Rand. The verification was made by comparing the photographs of the drums left at Compliance Technology with drums at Lyn-Rand which still had labels. Mr. Warrenfeltz recognized the markings on the photos of the drums left at Compliance Technology. The pine needles found on the drums were also significant, since drums were stored in a manner at Lyn-Rand which lead to pine needles falling upon them. Mr. Warrenfeltz told Mr. Tobergte that Lyn-Rand had recently shipped nine drums and recognized the drums from the photographs as those delivered to Dr. Vigna. Lyn-Rand removed the drums from Compliance Technology's property and arranged for their proper disposal. Neither Dr. Anthony Vigna nor AVA Hazardous Waste Removal and Disposal, Inc., has any EPA identification number. After the discovery of the abandoned drums, Mr. Vigna mailed a letter to Compliance Technology on May 10, 1989. The letter was backdated to April 28, 1989, and states in part that it was sent to Dr. Solon Cole, the President of Compliance Technology, "to make you aware of a delivery of nine drums that my driver will be leaving off at your plant." The letter was an after-the-fact attempt by Dr. Vigna to cover himself, which is foiled by the postmark date the letter bears. The content of the letter itself, however, leaves the impression that Dr. Cole and Compliance Technology had no prior awareness of the delivery, which is consistent with the testimony of Dr. Cole, that he had not agreed to any delivery of hazardous waste by Dr. Vigna, because Compliance Technology is not a hazardous waste storage facility, or a transporter of hazardous waste. It had acted as a broker for entities needing to dispose of hazardous waste. Dr. Vigna had visited Compliance Technology, and should have known that it did not store hazardous waste. This after-the-fact letter is also inadequate to constitute a shipping manifest for the hazardous waste delivered by Dr. Vigna, for there is no designation of the source of the material, or explanation of the contents of the drums. It does not approximate the kinds of documents used by legitimate hazardous waste transporters. Perhaps most significantly, Dr. Vigna and his company never contacted Dr. Cole after the drums were dropped at the Compliance Technology site to make arrangements to pay Compliance Technology for handling the drums, as the letter of May 10, 1989, suggests. Dr. Vigna maintains that his delivery of the drums to Compliance Technology was the result of a misunderstanding he had with Dr. Solon Cole. Dr. Vigna maintained that he and Dr. Cole had discussions concerning possible business ventures and he told Dr. Cole that he would be delivering nine drums of cutting oils and cleaning solvents to Compliance Technology, Inc. This testimony is rejected as much less credible than that of Dr. Cole, and because of the rather significant problems with the letter Dr. Vigna mailed on May 10, 1989, which was designed to cover himself, not to notify Compliance Technology of a delivery before the delivery was to be made. There is some slight corroboration of Dr. Vigna's version of the facts which arises from the decision of Compliance Technology not to press criminal charges against Dr. Vigna. The lawyer for Compliance Technology, Arthur Luongo, wrote to the Assistant State Attorney on June 7, 1989, and said: I have a great concern that Compliance Technology may be liable for a malicious prosecution action should they [the employees of Compliance Technology] testify in a criminal proceeding against Mr. Vigna. I see the case as one of simple civil negligence arising out of an honest, though admittedly stupid, mistake. It is the intention of Compliance Technology to become a public corporation within a year, and being the defendant in such a suit could seriously effect the value of their stock. They do, however, intend to recover civil restitution for their time, efforts and energy in locating Mr. Vigna. At best, this letter demonstrates that Compliance Technology had its own reasons for not wanting to press any criminal proceedings, but does not show that Dr. Vigna's actions were proper. Dr. Vigna's position would have been much more persuasive if the letter sent to Compliance Technology had actually been sent near the time it was dated (April 28), or if he had made contact with Dr. Cole to discuss pricing for what Dr. Vigna contends would have been Compliance Technology's efforts in arranging for final disposal of the Lyn-Rand material. It is strange that Dr. Vigna arrived at a price to charge Lyn-Rand without knowing what his price for disposal would be from Compliance Technology. That cost to Dr. Vigna was not relevant if Dr. Vigna intended merely to dump the material. The Department's characterization of the material as abandoned by Dr. Vigna is sustained by the evidence. Dr. Vigna acted as a transporter of hazardous waste. Because the drums were rusted, two bungs had to be replaced, and were leaking, Dr. Vigna is properly regarded as having caused pollution in transporting and leaving them at Compliance Technology. The Department incurred $2,936.58 as costs and expenses in tracing the pollution back to Dr. Vigna and arranging for its proper disposal.
Recommendation It is RECOMMENDED that Dr. Vigna and AVA Hazardous Waste Removal and Disposal, Inc., be found guilty of the violations alleged in the Administrative Complaint, that a final order be entered directing them to refrain from the transportation of hazardous waste unless they first notify the Florida Department of Environmental Regulation, obtain an EPA identification number, demonstrate their financial security, and comply with all standards and procedures required by rules of the Department and applicable federal regulations; it is also RECOMMENDED that they be required, jointly and severally, to reimburse the Department $2,936.58. DONE AND ENTERED in Tallahassee, Leon County, Florida, this 1st day of April 1992. WILLIAM R. DORSEY, JR. 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 1st day of April 1992. APPENDIX TO RECOMMENDED ORDER The Petitioner's proposed findings of fact are addressed as follows: Adopted in Finding 1. Generally adopted in Finding 1. Adopted in Finding 1. Adopted in Findings 1 and 2. Adopted in Finding 2. Adopted in Finding 3. Adopted in Finding 3. Adopted in Finding 3. Adopted in Finding 3. Adopted in Finding 4. Adopted in Finding 4. Adopted in Finding 5. Adopted in Finding 6. Adopted in Finding 7. Adopted in Finding 8. Adopted in Finding 9. Adopted in Finding 10. Adopted in Finding 10. Adopted in Finding 10. Adopted in Finding 11. Adopted in Finding 12. Rejected as redundant of Finding 1. Adopted in Finding 16. The Respondent's proposed findings of fact are addressed as follows: Adopted in Finding 1. Adopted in Finding 3. Adopted in Finding 10. Rejected, see Finding 13. Rejected as unnecessary. Adopted in Finding 14. Adopted in Finding 15. Adopted in Finding 4. Rejected for the reasons stated in Findings 10-15. Rejected, see Finding 11. It is in the nature of a manifest that it needs to be delivered with the material it is designed to accompany. A "manifest" which Dr. Vigna maintained as his own record is no manifest. Rejected because the material was left unsecured near a loading dock. Its location near the storm drain, and the obliteration of the labels lead to the conclusion that the way was it was left did constitute an imminent hazard. Rejected, see Finding 3. Rejected because the leakage from the bungs, while not severe, did present the risk of pollution through contamination of the Biscayne Aquifer if any of the contents of the nine drums had been introduced into the storm drain. Rejected, see Finding 3. COPIES FURNISHED: Agusta P. Posner, Esquire Assistant General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Steven N. Rosenthal, Esquire Suite 1040 City National Bank Building 25 West Flagler Street Miami, Florida 33130 Carol Browner, Secretary Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Daniel H. Thompson General Counsel Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400
Findings Of Fact Bayfront commenced construction of the biological waste incinerator here at issue prior to March 21, 1992, the effective date of the moratorium on construction of biological waste incinerators and was exempt from that moratorium. An inspection of the premises on April 9, 1992, (exhibit 5) showed substantial work had been accomplished and the inspector concluded, and DEP's legal counsel concurred, that in order to have achieved the construction progress shown on April 9, 1992, the work had to have been commenced prior to March 21, 1992. Further, a building permit to renovate the building into which the waste incinerator was placed was issued November 12, 1991, (exhibit 7) and a building permit to install a waste incinerator was issued March 4, 1992, (exhibit 6). No contradictory evidence was submitted by Petitioner. Respondent's witnesses testified without contradiction that Bayfront's application for an operation permit was complete in all respects, including certification by a professional engineer; that all test results showed the emissions into the atmosphere were within the prescribed standards; that certain conditions contained in the construction permit as a result of the settlement agreement resolving the challenge to the issuance of the construction permit are contained in the operation permit; that those conditions exceed the conditions required by the rules for incinerators; and that Bayfront affirmatively provided the Department with reasonable assurance based on plans, test results, installation of pollution control equipment, or other information that the operation of the incinerator will not discharge, emit, or cause pollution in contravention of DEP's standards as contained in Rule 17-4.070(1), Florida Administrative Code. This testimony is accepted as factual. The draft permit authorizes Bayfront to burn a maximum of fifteen hundred pounds per hour of waste. Each time a test run is conducted to check the emissions, the pounds of waste burned per hour during the test establishes an upper limit on the rate of burning waste. As explained by James L. McDonald, the engineer processing air pollution applications for the Department at Transcript p. 50-51: The construction application asked for a permit at fifteen hundred pounds per hour. So the construction permit is -- the condition that we would want, the Department would normally want the test within ten percent of that fifteen hundred pounds an hour in order to go ahead and issue, if its in total compliance, to issue an operating permit at fifteen hundred pounds. Since the test came in at a reduced rate, below the ten percent, then that's why in the operating permit condition twenty-one says you're limited to the rate that we're, the test was conducted. [sic] Now, also, its interesting to note that in their test, if you look at their runs two and three -- because there are rules that say the Department could accept two runs out of three if a condition occurred that was out of their control -- if your average runs two and three, they would average within ten percent of fifteen hundred. So, as a permit processor, it even gave me some reasonable assurance that they could probably comply with the fifteen hundred. But, since the test of all three runs came in as an average of twelve fifty-one, then the operating permit included that twelve fiftyone. And like the real world out there, just like power plants, when it comes time for their annual testing, if they are at half speed, their business is down, it allows them to test at half speed. We won't require them to go up to full speed. They can test at half speed. But then they are limited there. And if they go above it at a later date they would have to retest. So they can work their way back up to where the Department has reasonable assurance that the upper limit of fifteen hundred pounds -- that's where later in condition twenty-one of the operating permit it says but in no case shall the maximum permit or burning rate of fifteen hundred pounds per hour be exceeded. Petitioner's second two grounds for challenging the issuance of the operation permit was answered by McDonald's testimony, above quoted, and this evidence was not rebutted by Petitioner. The primary thrust of the evidence presented by Petitioner was that Bayfront had somehow misled the City of St. Petersburg regarding the operation of the incinerator and had not complied with all of the City's requirements in other respects, ergo, Bayfront could not be relied on to comply with the conditions in the operation permit. This evidence is irrelevant to the determination of whether or not the operation of the incinerator complies with all of the Department rules. The conditions of the operating permit require Bayfront to submit periodic reports to the Department from which the Department can determine whether the conditions in the permit are being complied with. Furthermore, the Department requires the permittee to notify the Pinellas County Department of Environmental Management at least fifteen days prior to the date on which each formal compliance test is to begin (Permit Condition No. 22) to allow them to witness the test, if desired. The construction permit, complying with the settlement agreement, required Bayfront to adhere to more frequent testing and more extensive testing then is required by the rules for operating biological waste incinerators. All of the tests and reports submitted by Bayfront on the operation of this incinerator met all of the requirements in the construction permit and the draft operation permit.
Recommendation It is RECOMMENDED that Bayfront Medical Center be issued Permit No. AO52- 224337 to operate a biological waste incinerator at Fifth Avenue South and Eighth Street, St. Petersburg, Florida. DONE AND ENTERED this 16th day of November 1993 in Tallahassee, Leon County, Florida. K. N. AYERS 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 16th day of November 1993. COPIES FURNISHED: Adrian W. Helm, Esquire 925 14th Avenue North St. Petersburg, Florida 33712 Daniel N. Burton, Esquire Thomas K. Maurer, Esquire Terri L. Gillis-Tucker, Esquire Foley and Lardner 111 North Orange Avenue, Suite 1800 Orlando, Florida 32801 W. Douglas Beason, Esquire Department of Environmental Protection 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Virginia B. Wetherell, Secretary Department of Environmental Protection 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Kenneth Plante, General Counsel Department of Environmental Protection 2600 Blair Stone Road Tallahassee, Florida 32399-2400
Findings Of Fact The Department (DER) is the regulatory agency of Florida charged with the duty and authority to administer and enforce Chapter 403 and Sections 376.30-376.319, Florida Statutes, and rules and regulations promulgated thereunder. Hendry is a Florida corporation that has been conducting business in excess of 60 years. The two main aspects of its business are the dredging operation and the shipyard. Hendry's site can be loosely described as an industrial site. The shipyard division performs approximately one-half its work for governmental entities, particularly the U.S. Coast Guard, which operations are largely ship refurbishing. Hendry has a Coast Guard certificate enabling it to receive mixtures containing oil and oily water waste. A significant portion of Hendry's ship refurbishing work involves repairing/replacing steel on ships which has deteriorated due to salt water exposure. That work frequently requires cutting, welding and burning. Prior to commencing the refurbrushing work, the ships must be certified as safe. In certifying a ship as being safe, the bilge area is pumped of used oil or waste oil which collects in standing waste water and oil. Also, before that works commences, the ship is defueled. Currently, Hendry's practice is to subcontract the pumping of waste oil from the ships bilge, which waste oil is pumped directly into the tanker truck of the subcontractor. Hendry no longer pumps or stores waste oil on site. In the past, the waste oil and water from the ship's bilge was pumped from the ship through a pipeline from the dry dock across the property to a 10,000 gallon above-ground storage tank. During December 1987, the U.S. Coast Guard observed a fuel spill on the water at Petitioner's facility. Based on that observation, Respondent conducted site inspections of Petitioner's facility during March and April 1988. The fuel spill was occasioned by Petitioner's refurbishment of a tuna boat at its site. Petitioner subsequently received a warning notice regarding alleged violations in its petroleum storage tanks and contamination. The transfer pipeline is of steel construction. Between 1980 and 1984, the pipeline leaked. In 1984, the pipeline was rerun with PVC line and in 1986, it was refitted with 4 inch steel pipe. The 10,000 gallon above-ground tank is located in Area 1. The removal of waste oil occasionally resulted in accidental spills. After 1985, a smaller, above-ground tank was installed adjacent to the 10,000 gallon tank to provide a storage tank for draining off water from the 10,000 gallon tank. The small tank was used to receive only water drained from the 10,000 gallon tank. Prior to installation of the small tank, a retention pond was used to drain water from the 10,000 gallon tank. The retention pond had a 2 foot berm with a visqueen liner. In October 1988, Hendry submitted an EDI Program Notification Application, a prerequisite for EDI reimbursement eligibility, under the program for costs associated with cleanup of certain petroleum contamination. In May 1989, Hendry submitted a document entitled Preliminary Contamination Assessment III Specific Areas--Task IV Rattlesnake Terminal Facility--Westshore Boulevard, Hillsborough County prepared by Mortensen Engineering, Inc. That document included reports of analysis of oil and groundwater samples taken from the site in January, March and April 1989, demonstrating extensive contamination of soil and groundwater including "free product" in monitoring wells MW-2, MW-4 and MW-4A. By letter dated November 9, 1989, the Department informed Hendry of its determination that the facility had been denied EDI reimbursement based on specific enumerated findings. Hendry entered into a stipulation with the Department on October 16, 1990, "regarding the conduct of this case and the basis for denial. " Attached to the stipulation is a sketch of the facility grounds showing a rough division of the area into four separate areas. Area 1 has two waste tanks. One was a large 10,000 gallon closed tank approximately 20 feet high and 12 feet in diameter; the other contained a volume of approximately 1,500-2,000 gallons and was an open tank. Petitioner's practice was to pump bilge in the dry dock area, located west of "Area 2" and direct the waste through underground pipes to the 10,000 gallon tank. The smaller tank was used to "bleed" water from the larger tank. Bilge waste is approximately two-thirds water. Area 2 was the location of Hendry's diesel tank farm. In the stipulation, the Department agreed to withdraw two of the seven specific grounds for the denial, namely denial of site access and failure to report discharges. Likewise, Hendry agreed to withdraw "Area 4" from its application for EDI eligibility. In the stipulation, Hendry was informed of a then recent amendment to Section 376.3071(9), which offered certain applicants who had been earlier determined ineligible for participation in the EDI program, standards and procedures for obtaining reconsideration of eligibility. The amendment required the facility to come into compliance, certify that compliance and request reconsideration prior to March 31, 1991. Additionally, compliance was to be verified by a Department inspection. Pursuant to paragraph 5(b) of the stipulation, these standards and procedures were specifically to be applied to Areas 2 and 3 at the facility. Hendry did not make a written request for reconsideration of the denial of eligibility with respect to Areas 2 and 3 on or before March 31, 1991 or at anytime subsequently. Hendry also did not come into compliance with the underground or above-ground storage tanks system regulations on or before March 31, 1991 in that Hendry failed to register a 560-gallon above-ground diesel storage tank which was onsite on that date as required by Rule 17-762.400, Florida Administrative Code. Hendry also failed to notify the Department of the Hillsborough County Environmental Protection Commission (HCEPC), as the administrator of a designated local program at least thirty days prior to closure of the storage tank system, pursuant to Subsection 376.3073, Florida Statutes. These determinations were made on April 1, 1991 by Hector Diaz, inspector in the HCEPC tanks program. Hendry submitted a registration form for the 560-gallon tank on November 18, 1991, which was of course subsequent to the March 31, 1991 deadline. Hendry stored petroleum products and waste material including petroleum constituents in the above-ground tanks until approximately March 25, 1991 when it initiated tank removal. Hendry's above-ground storage tanks, which were in use at its facility for approximately three years after extensive soil contamination was documented, were without secondary containment. In November 1991, Hendry submitted a document entitled Supplemental Preliminary Contamination Assessment Report, prepared by Keifer-Block Environmental Services, Inc. (Supplemental PCAR). The stated purpose of the study was solely to determine whether hazardous constituents were present in groundwater in Areas 2 and 3. The report included laboratory analysis of groundwater samples taken from the site in August 1991 including monitoring wells located in Area 3. The results of these analysis reflect that Area 3 is contaminated solely with heavy metals, lead and chromium. No petroleum hydrocarbon contamination was detected in Area 3. In the area adjacent to Area 2, seven of eight monitoring wells show chromium or lead contamination. Hendry had, and continues to have, a practice of removing paint from vessels by blasting them with a gritty material known as "black beauty." This practice takes place in the dry dock area near Areas 2 and 3. The waste blast grit/paint chip mixture is vacuumed or shoveled into wheelbarrels or a frontend loader and dumped into an open pile. Occasionally, the waste blast grit/paint mixture is blown about or spilled. Waste "black beauty" has been observed scattered on the ground throughout the facility. Paints sometime contain heavy metals, specifically, lead and chromium. The concentrations and distribution of lead and chromium contamination at the site are consistent with Hendry's long-standing practice of grit-- blasting paint from ships and other vessels and allowing the metal-contaminated paint and waste mixture to fall to the ground. Areas 2 and 3 are contaminated with substances other than petroleum or petroleum products, namely heavy metals. Costs associated with cleanup of lead and chromium are not reimburseable under the EDI program. Paragraph 5(c) of the stipulation allowed Hendry an opportunity to establish eligibility for Area 1 by providing information regarding operating practices at two above-ground storage tanks and a retention pond in that area demonstrating that contamination in that area is predominantly from leaks or unintentional spills of petroleum products from the tanks in that area. Hendry did not provide the required information. On January 27, 1992, Hendry submitted to the Department an affidavit executed by its principal, Aaron Hendry, which Hendry contends fulfills the requirements of paragraph 5(c) of the stipulation. Hendry, the principal who executed the affidavit, is an affiant with a legal and financial interest in the outcome of the EDI eligibility determination. The executed affidavit did not contain specific information with respect to "operating practices at the tanks and retention ponds as required by the stipulation." Specifically, the affidavit is silent as to: What the tanks were made of; When, how and by whom they were installed; What piping, leak detection or overfill protection was associated with them; What repairs or alterations had been made to them; What inventory reconciliation methods were used; Where the materials came from which was put into the tanks; In what manner, how often, and by whom material was put into the tanks; In what manner, how often, and by whom material was removed from the tanks; Disposition of material removed from the tanks; When, how, by whom and why the retention pond was dug; How and for what period of time the retention pond was used; How, often and by whom inspections of the tanks were conducted; When and how leaks occurred and were discovered at the tanks; When and how spills occurred and were discovered at the tanks; What records, including reports to state or local agencies, insurance claims, newspaper accounts, and so forth were kept with respect to leaks or spills at the tanks; What cleanup efforts were made at the time of any leaks or spills; Documentation related to registration of the tanks with state or local agencies; and Documentation with respect to any removal of the tanks, including any description of the condition of the tanks when, or if, removed. For years, the facility's retention pit was used as a "waste pit" namely, a rectangular hole in the ground, approximately 30 feet by 120 feet by 3 feet, for direct discharge of bilge waste piped from vessels at the dry dock area to the waste pit, prior to installation of the storage tank systems. After installation of the large tank in Area 1, the retention pit was used to bleed water from the bilge tank. In the past, the Department has denied eligibility to facilities where a retention pond was used for disposal of petroleum related waste and cleanup of contamination resulting from use of a retention pond. Hendry's affidavit nor other documentation submitted to the Department prior to the EDI redetermination or at hearing establishes that the bilge waste taken from the storage tanks was "a liquid fuel commodity" or recycled into such a commodity. By letter dated June 9, 1992, the Department notified Hendry that reconsideration of its EDI eligibility request for Areas 2 and 3 was denied and that the affidavit of Aaron Hendry submitted with respect to Area 1 did not satisfy the requirements of the stipulation. Thereafter, Hendry challenged the Department's denial of reconsideration and EDI eligibility which joins the issue for this proceeding. The hazardous waste allegation discovered during an inspection of Hendry's facility on April 14, 1988, resulted in a consent order which was entered as a final order of the Department on November 21, 1990. The consent order allowed Hendry an opportunity to demonstrate that not all areas at the facility were hazardous waste disposal areas and, thus, not all areas would be subject to closure and cleanup under the permitting requirements of Subsection 403.722, Florida Statutes and the remediation standards set forth in Chapter 17-730, Florida Administrative Code. To establish appropriate remediation standards and procedures which would be applicable to various areas, Hendry was required to prepare a property diagram designating areas at the property exhibiting any of the following types of contamination: Areas contaminated solely by petroleum or petroleum products or used oil which is not hazardous waste; Areas contaminated by materials which are not hazardous waste; Areas contaminated by the past or present disposal of hazardous waste. The consent order allows contamination assessment and remediation pursuant to the standards and procedures set forth in Chapter 17-770, Florida Administrative Code, for areas contaminated solely by petroleum or petroleum products. (Petitioner's Exhibit 5, paragraph 11.) The consent order requires contamination assessment and remediation pursuant to the Department's corrective action and groundwater contamination cases for all areas at the facility contaminated by used oil which is not hazardous waste or by hazardous material. (Petitioner's Exhibit 5, paragraph 12.) The consent order requires contamination assessment and remediation pursuant to a closure permit with a contingent post-closure plan to close the areas at the facility contaminated by the disposal of hazardous waste. In response to the consent order to delineate areas on the property exhibiting various types of contamination, Hendry submitted the supplemental PCAR. By letter dated March 19, 1992, the Department responded to the supplemental PCAR with a determination that: Area 1 can be assessed and remediated through the standards set forth in Chapter 17-770, Florida Administrative Code. Contamination in Areas 2 and 3 includes heavy metals, which are hazardous materials. Thus, Areas 2 and 3 should be assessed and remediated through the corrective action process for groundwater contamination cases. A hazardous waste facility closure permit application should be submitted for assessment and remediation of Area 4, which, because of the presence of Dichloroethylene, a hazardous substance and chlorinated solvent, should be expanded to include the location of monitoring well MW KBMW-2. Hendry had a practice of cleaning electrical motors by placing such motors on the ground outside the electrical repair shop near Area 4. The motors were sprayed with Trichloroethylene, a waste solvent, which was allowed to runoff into the soil. At the time of this practice, the intention was to leave the solvent contamination unchecked. The Department, pursuant to directives from the United States Environmental Protection Agency (EPA), characterizes the disposition of hazardous waste to the environment as a result of intentional, ongoing industrial practices as "disposal of hazardous waste" within the meaning of Subsection 475.703(21), Florida Statutes and 40 CFR 260.10. The consent order allowed Hendry an opportunity to challenge the Department's determination with respect to delineation of the various areas by filing a petition per paragraph 21 of the order for formal administrative hearings. Hendry filed its petition with respect to the March 19, 1992 letter, which petition is the subject of DOAH Case No. 92-2312.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that: Respondent, Department of Environmental Regulation, issue a Final Order in these consolidated cases concluding that 1) the contamination areas at issue herein are not eligible for EDI reimbursement under Subsections 376.3071(9) and (12), Florida Statutes; 2) that Petitioner cleanup the contamination in Areas 1, 2 and 3 under the guidance document entitled "Corrective Actions for Groundwater Contamination Cases"; and 3) that Area 4 be expanded to include the location of monitoring well MW KBMW-2 and closed through a hazardous waste closure/post closure permit application process. DONE AND ENTERED this 26th day of April, 1993, in Tallahassee, Leon County, Florida. JAMES E. BRADWELL 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 26th day of April, 1993. APPENDIX Rulings on Petitioner's proposed findings of fact: Paragraph 14, partially adopted in Paragraph 13, Recommended Order. Paragraph 19, rejected, contrary to the greater weight of evidence and speculative. Paragraph 20, rejected, unnecessary. Paragraph 21, rejected, contrary to the greater weight of evidence, Paragraphs 24-28, Recommended Order. Paragraph 22, partially adopted, Paragraphs 13 and 14, Recommended Order. Paragraph 23, partially adopted, Paragraph 15, Recommended Order. Paragraph 29, partially adopted, Paragraph 18, Recommended Order. Paragraphs 31, 32, 35, 48, 49, 51, 52, 60, 62 and 73 rejected, unnecessary. Paragraph 33, adopted in part, Paragraph 23, Recommended Order. Paragraph 38, adopted in part, Paragraph 23, Recommended Order. Paragraph 41, rejected, contrary to the greater weight of evidence and the two cases cited at hearing where Respondent exercises his discretion are distinguishable from Petitioner's failure to timely apply. Paragraph 43, rejected, unnecessary and/or argument. Paragraph 45, rejected, contrary to the greater weight of evidence. Paragraph 50, rejected, contrary to the greater weight of evidence, Paragraphs 37-39, Recommended Order. Paragraph 54, rejected, not probative. Paragraph 55, rejected, not probative. Paragraphs 56 and 57, rejected, contrary to the greater weight of evidence, Paragraphs 30 and 31, Recommended Order. Paragraphs 58 and 59, rejected, contrary to the greater weight of evidence, Paragraphs 23 and 24, Recommended Order. Paragraph 61, rejected, speculative and unnecessary. Paragraph 63, rejected, speculative. Paragraph 67, rejected, not probative. Paragraph 68, rejected, contrary to the greater weight of evidence, Paragraphs 30 and 31, Recommended Order. Paragraph 69, rejected, not probative. Paragraph 70, adopted in part, Paragraph 23, Recommended Order. Paragraph 72, rejected, irrelevant and not necessary to the issues posed. Paragraph 74, rejected, contrary to the greater weight of evidence and unnecessary. Paragraph 75, rejected, contrary to the greater weight of evidence, Paragraph 53, Recommended Order. Paragraph 76, rejected, contrary to the greater weight of evidence, Paragraph 53, Recommended Order. Paragraph 77, rejected, contrary to the greater weight of evidence, Paragraph 53, Recommended Order. Paragraphs 78 and 79, rejected, irrelevant and unnecessary. Paragraph 80, rejected, not probative. Rulings in Respondent's proposed findings of fact: Paragraphs 2 and 3, adopted in part, Paragraph 9, Recommended Order. Paragraph 12, adopted in part, Paragraph 23, Recommended Order. Paragraph 23, adopted in part, Paragraph 32, Recommended Order. Paragraph 27, adopted in part, Paragraphs 38 and 39, Recommended Order. Paragraph 30, rejected, unnecessary. COPIES FURNISHED: Thomas J. Patka, Esquire Rory C. Ryan, Esquire HOLLAND & KNIGHT 200 South Orange Ave - Suite 2600 Post Office Box 1526 Orlando, Florida 32802 Agusta P. Posner, Esquire Lisa Duchene, Esquire Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32399 2400 Virginia B. Wetherell Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32399 2400 Daniel H. Thompson, Esquire Acting General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32399 2400
