The Issue The issue is whether Respondent Department of Environmental Protection (DEP) may issue to Respondent Republic Services of Florida, L.P. (Republic), permits to construct and operate a Class III landfill, pursuant to Permit Numbers 266830-003-SC/01 and 266830-004-SO/01, as modified as set forth below.
Findings Of Fact Background On June 30, 2009, Republic filed with DEP an application for a permit to construct and operate a Class I landfill (Application). In response to DEP's request for additional information dated July 30, 2009 (RAI), Republic filed a response dated September 14, 2009 (RRAI), upon receipt of which, DEP deemed the Application to be complete. References to the Application typically include the Application, RRAI, and other materials, such as reports, plans, and drawings, that are part of the Application, as well as three subsequent modifications, which are detailed below. Republic revised several reports, plans, and drawings in the RRAI; references to these items, such as the Engineering Report and Operation Plan, are to the versions contained in the RRAI. On November 13, 2009, DEP filed its intent to issue construction permit #266830- 003-SC/01 (Construction Permit) and intent to issue operation permit #266830-004-SO/01 (Operation Permit; collectively, the Permit). Republic Services, Inc. and its affiliates constitute the second largest waste-management operator group in the United States. Their market capitalization is just over $11 billion. The capitalization of the affiliate formed to operate the subject landfill is doubtlessly less than $11 billion, as the record does not suggest that any significant part of the overall capitalization of Republic Services, Inc., and its affiliates would be at risk in the operation of the proposed landfill. Republic presently owns and operates a Class III landfill in the City of Bartow, Polk County, known as the Cedar Trail Landfill. The oldest part of this landfill is an unlined Class III landfill of 52.5 acres in the center of the property owned by Republic. Immediately west of this unlined landfill is a 30.7-acre lined Class III landfill, which comprises cells 1-4. The Cedar Trail Landfill is located at 2500 West State Road 60, about three miles west northwest of the intersection of State Road 60 and State Road 98, which marks the center of Bartow. The landfill is immediately west of E.F. Griffin Road. Petitioners Frost live on E.F. Griffin Road, about one mile north of the Cedar Trail Landfill. Petitioner Highland Lakes Estates Homeowner's Association serves a residential subdivision known as Highland Lakes Estates. Highland Lakes Estates occupies a notch at the southeast corner of Republic's property. Aerial photographs reveal the changing land use of the land on which Cedar Trail Landfill is situated. Fifty years ago, the land was vacant with indications of agricultural uses. At the site of the proposed landfill were mostly citrus groves on the west side and some rangeland or vacant land on the east side. Ten years later, a large area immediately northeast of the subject land reveals the effects of strip mining for phosphate. Three years later, in 1971, the mined area had greatly expanded to encompass all or nearly all of the subject site and much of the surrounding area, including the western half of what would become Highland Lakes Estates. By 1980, the pits had been refilled and active mining had ceased, and the streets had been constructed for what is now known as Highland Lakes Estates. By 1993, about three dozen homes had been built in this residential, large-lot subdivision. 9. The Cedar Trail Landfill was constructed in the early 1990s as an unlined construction and demolition debris landfill. Now designated an approved landfill for Class III waste, this facility accepts such waste as is defined by Florida Administrative Code Rule 62-701.200(14) (2010), which includes construction and demolition debris, yard trash, processed tires, asbestos, carpet, paper, glass, furniture (but not white goods), plastic, and other materials not expected to produce leachate that presents a risk to the public health or environment. A zoning/land use map reveals that the land for which the proposed landfill is proposed is designated "sewage/borrow pits/spray fields." Highland Lakes Estates occupies land that is designated single-family residential with a density of one dwelling unit on up to 2.49 acres. The Cedar Trail Landfill has been the subject of three recent environmental resource permits (ERPs). Appendix R to the Application is an individual ERP issued in April 2009, and Appendix R to the RRAI is a conceptual ERP issued in March 2005. The April 2009 ERP mentions that the entire stormwater project was conceptually approved by an ERP issued on September 10, 2008, but this ERP is not part of the record. In any event, these ERPs approve the construction of a comprehensive stormwater or surface water management system for the entire Republic property. In particular, the April 2009 ERP permits the construction of a borrow pit at the southeast corner of the Republic property and a modification of the perimeter ditch/wet retention system. The April 2009 ERP states that the permitted stormwater management system will provide total onsite retention for runoff from the 100-year, 24-hour storm. The April 2009 ERP requires 2.8 acres of compensation for 2.8 acres of encroachment in the 100-year floodplain. Specific Condition 14 prohibits excavation of the borrow pits to a clay confining layer or limestone bedrock layer. Specific Condition 20 prohibits the mixing of leachate with stormwater and provides that, if leachate enters stormwater, the stormwater becomes leachate. Presumably reflecting this permitting activity, Application Drawing 4, as revised in the RRAI, is the site plan, including the unlined Class III landfill, the four-cell lined Class III landfill immediately to the west of the unlined landfill, and the eight cells proposed to accept Class I waste. These eight cells are immediately south of the four cells of the lined Class III landfill. The two northernmost of these eight cells abut, on their east boundary, the unlined Class III landfill. The remaining six cells abut, on their east boundary, an 800-foot wide borrow pit, which lies between these cells and Highland Lakes Estates. Immediately north of Highland Lake Estates is a second borrow pit, and west of this borrow pit is the unlined Class III landfill. The other major feature on the site plan is a third borrow pit running, from west to east, along the north border of the lined Class III cells, the unlined Class III landfill, and the second borrow pit. Bearing no signs of ambitious reclamation activity, the backfilled mining cuts host large water storage areas and, as described in the application for the March 2005 ERP, wetlands of "very poor quality." The backfilled soils are best described as complex surficial soils, consisting mostly of fine sands with varying amounts of organics, silts, and clays. Geotechnical investigations of the Cedar Trail Landfill suggest that mining depths, although variable, probably averaged 40 feet. Petitioners and Intervenor are substantially affected by the Permit and the construction and operation of the proposed landfill, which will stand nearly 200 feet above grade and will be the focus of substantial activity six days per week during its years of operation. Like Petitioners, Intervenor owns land in the immediate vicinity of the Cedar Trail Landfill, which is in the jurisdiction of Intervenor, and Intervenor's various municipal operations are much affected by whether the proposed Class I landfill is permitted. Among other things, Intervenor has agreed to accept untreated leachate from the proposed landfill. Petitioners Frost built their home in 1980 or 1981. During the hours of operation of the existing landfill, Petitioners Frost constantly hear the beeping noise of heavy- duty equipment, presumably a safety device when the equipment is moved. Over a dozen lots in Highland Lakes Estates abut the property line of the Cedar Trail Landfill, and the closest residence is about 1000 feet from the nearest proposed Class I cell. At present, the existing landfill subjects the Highland Lakes Estates to constant noise during operating hours and a coating of dust inside their homes. Several residents of Highland Lakes Estates testified. Hard-working people, some of whom are now retired, these residents decided to purchase homes in Highland Lakes Estates because it was a sunny, healthy place to live. Over time, most of these residents, by varying degrees, have come to accept the fact of the Class III operations at Cedar Trail Landfill, but they object to the substantial intensification of land use that will result from a regional Class I landfill. One resident testified that she finds in her pool dirt that has escaped from the existing landfill, and she has become concerned about her grandchildren coming over to swim. Another resident testified that he only began closing his windows five or six years ago when the noise levels at the existing landfill increased; he eventually had to install a window air- conditioner. The same resident testified that the green herons and snowy egrets that he used to see around his house have not returned for five years, and his wife, who has health problems, including respiratory distress, would suffer from the expanded landfill operations. Application, RRAI, and Permit, Including Modifications The Permit incorporates the Application, including the RRAI, Engineering Report, Operation Plan, and drawings. Thus, all of the documents are part of the Permit. In the Application, Republic proposes to convert cells 5-8, which are not yet constructed, from a Class III to a Class I landfill and add four new cells adjacent to the unused cells. The unfilled portion of Cells 1-4 would continue to receive only Class III waste. Pursuant to Florida Administrative Code Rule 62-701.200(13) (2010), Class I waste is all solid waste, other than hazardous waste, that is not otherwise prohibited by rule. The Application states that the proposed landfill will serve communities within 100 miles. The service area of this regional landfill will thus extend in central Florida from Marion to Osceola counties, along the Gulf Coast from Pasco to Lee counties, and along the Atlantic Coast from Volusia to Martin counties. As stated in the Application, this service area is populated by 9.7 million persons, who would daily account for 3000 tons of waste at the Cedar Trail Landfill. Initially, according to the Engineering Report, the proposed landfill will receive 1600 tons per day of Class I waste, but, once the existing Class III cells are filled, the proposed landfill will receive 1600 tons per day of Class I waste plus the 1400 tons per day of the Class III waste that is currently going into the existing landfill. As revised by the RRAI, the life expectancy of the proposed landfill is seven years. The Application states that Republic will employ an attendant, a trained operator, and 3-5 spotters at the landfill. The Application reports that the landfill would operate Monday through Saturday from 7:00 a.m. to 6:00 p.m. and that the working face would be covered daily. The Application reports that Republic would install seven new detection wells and use 17 existing wells for monitoring groundwater and would use two existing staff gauges for monitoring surface water, evidently at a single location, as discussed in the next paragraph. 23. Application Appendix V is the Water Monitoring Plan. Appendix V states that surface water will be monitored every time that the stormwater pond for the leachate storage area discharges offsite, but not more frequently than weekly. Application Drawing 4, as revised in the RRAI, shows that the sole surface water monitoring location is close to the leachate storage tanks, which are described below. 23. Appendix V also requires leachate monitoring, "at least annually," for five field parameters--specific conductivity, pH, dissolved oxygen, colors, and sheens; eight laboratory parameters--including chloride, mercury, and total dissolved solids; and the parameters listed in 40 CFS Part 258, Appendix II, which includes a comprehensive list of volatile organic compounds; persistent organic pollutants, including 2,3,7,8-TCDD (a major dioxin) and Dibenzofuran; and metals, including lead and chromium. Fourteen days prior to all sampling events, Republic is required to notify DEP, so that it may obtain split samples for its own analysis. Republic is required to report the results of the groundwater monitoring quarterly and to analyze the groundwater data in a technical report filed with DEP every two years. Appendix V also requires monitoring for odors and combustible gases, mostly methane. Republic will monitor combustible gas quarterly at various ambient locations, such as the office buildings and to monitor combustible gas quarterly in the soil down to the seasonal high water table. The purpose of this monitoring is to determine combustible gas concentrations and, if they exceed 25%, take "all necessary steps to ensure protection of human health." Some confusion in the Application arises as to the issue of whether the Cedar Trails Landfill will be subject to, or voluntarily implement, the more elaborate provisions applicable to a landfill covered under Title V of the federal Clean Air Act, as amended in 1990. Regulated emissions for a new source might include particulate matter, sulphur dioxide, nitrogen oxides, volatile organic compounds (VOCs), and specified hazardous air pollutants. Appendix V states that the landfill will become a Title V landfill once permitted to receive Class I waste, and, at that time, it will be subject to a "more comprehensive system of landfill gas collection and monitoring." Appendix V assures that these items "will be addressed in separate documentation from this monitoring plan"--and, apparently, separate from the present record. By contrast, the Operation Plan concedes only that, based on the nature of Class I waste and the design capacity of the proposed landfill, Cedar Trail Landfill "may" become a Title V facility. The Operation Plan states: "If the regulatory thresholds at [Cedar Trail Landfill] are met [under Title V] requiring an active gas collection and control system (GCCS), [Cedar Trail Landfill] will submit as required the GCCS design plans for approval and install an active gas extraction system within the regulatory timeframes specified by Title 40, Code of Federal Regulations, Part 60, Subpart WWW." More specific provisions in the Operation Plan identify best management practices to prevent objectionable odors. Four practices are identified, including an "active gas collection and extraction system." On the DEP form application, which is a cover sheet to the more elaborate application materials, Republic checked boxes indicating that the landfill would use active gas controls with gas flaring and gas recovery, which is probably what is meant by an "active gas collection and extraction system." The Application provides that the landfill liner would be double composite; the leachate collections system would consist of collection pipes, geonets, and a sand layer; the leachate would be stored in tanks; some of the leachate would be recirculated as spray on the working face; and the remainder of the leachate would be stored onsite and periodically transferred to a wastewater treatment center for treatment. The Engineering Report states that the waste disposal footprint will not be located where geological formations or other subsurface features will not provide support for the waste. The Engineering Report identifies appendices addressing the slope-stability analysis and foundation analysis and relies on a March 12, 1997, report by Ardaman & Associates, Inc. (Ardaman Report), January 23, 2004, report by Golder Associates, Inc. (Golder Report), and June 26, 2009, report by Hanecki Consulting Engineers, Inc. (Hanecki Report). These items are discussed in greater detail below in connection with the sinkhole issue. The Engineering Report assures that the waste disposal footprint will not be within 500 feet of an existing or approved potable water well, nor will it be within 1000 feet of an existing or approved potable water well serving a community water supply. The Engineering Report adds that the minimum horizontal distance between waste deposits and the property line is 100 feet. The Engineering Report assures that the landfill footprint will not be in a dewatered pit, as the installation elevations are at least 2-3 feet higher than the seasonal high water table. The Engineering Report acknowledges that a small part of the eastern end of the four southernmost cells lies within the 100-year floodplain, as depicted by the Flood Insurance Rate Map effective December 29, 2000, and as shown in Application Appendix A, Drawing 1. Claiming that the relevant map was not revised in 2000, the Engineering Report asserts that the last update to the FIRM map was in 1975, and the depicted floodplain was filled during the mine reclamation process. The Engineering Report notes that the floodplain concerns were addressed in the April 2009 ERP. 34. The Engineering Report discloses two enforcement actions against Republic at the Cedar Trail Landfill. In a letter dated October 19, 2001, DEP warned Republic about noncompliant items at the site, and, in a notice of noncompliance dated January 30, 2006, DEP warned Republic not to use a new cell prior to construction certification of the cell's stormwater system. Both matters were reportedly resolved, and Republic has not been the subject of other enforcement actions for the Cedar Trails Landfill. At DEP's urging, the RRAI elaborates on enforcement actions against Republic or, evidently, Republic affiliates at a variety of Florida facilities, not just landfills. The additional information reveals that DEP imposed a fine of $61,300 for the October 2001 violations, which included disposing of unacceptable waste, storing an excessive number of tires and exceeding groundwater standards without notifying DEP, and a fine of $1000 for the January 2006 notice of noncompliance. The other enforcement actions against Republic or affiliates concerning landfills involved consent orders about the Nine Mile Road Landfill (Seaboard Waste): in February 2003, DEP imposed a fine of $13,000 in settlement of charges that employees were not removing all unacceptable waste from the site and, in November 2005, DEP imposed a $285 fine for a failure to submit required stormwater monitoring reports. There were many other enforcement actions, generally resulting in modest fines, but they involved hauling facilities, transfer stations, and materials recovery facilities, not landfills. The Engineering Report states that the proposed landfill is within six miles of, but greater than 10,000 feet from, the Bartow Municipal Airport. Airport safety is addressed in more detail below. The Engineering Report describes in detail the double composite liner system, which uses materials whose physical, chemical, and mechanical properties prevent failure due to contact with Class I waste and leachate, climactic conditions, installation stress, and other applied stresses and hydraulic pressures. The Engineering Report performs no contingency sinkhole analysis. The report does not suggest that the liner system could withstand the stresses and pressures resulting from any size sinkhole, so the necessary inference is that the liner will fail if any sinkhole forms directly beneath it. The Engineering Report states that waste placement will remain within the lined containment berm. The Engineering Report describes in detail the double composite liner system for use at the proposed landfill. The primary liner system and secondary liner system each comprises three layers with the top layer consisting of a composite drainage net, the middle layer consisting of a high-density polyethylene geomembrane with a minimum average thickness of 60 ml, and the bottom layer consisting of a geosynthetic clay liner with a maximum hydraulic conductivity of 5 x 10-9 cm/second. The Engineering Report describes in detail the leachate collection and removal system, which, sitting atop the primary liner, includes a 24-inch thick sand drainage layer with a minimum hydraulic conductivity of 1 x 10-3 cm/second, a composite drainage net, and a single perforated 8-inch diameter lateral pipe in each cell. The collection lateral pipes will gravity drain to the east to a header pipe that gravity drains to the primary leachate collection pump stations--one station for the four converted cells and one station for the four new cells. A smaller leachate collection and removal system will handle the leachate that penetrates to the leak detection layer by routing it to a secondary leachate collection pump station. Based on calculations derived from the HELP groundwater model, the leachate collection and removal system is designed to prevent leachate head from exceeding the thickness of the composite drainage net (about 1 cm) over the secondary geomembrane and from exceeding one foot over the primary geomembrane. According to the Engineering Report, flow meters will be installed at each of the pump stations to allow daily readings of the amount of leachate being pumped. At one foot of head over the primary liner, the Engineering Report expects just over three gallons per day collected at each secondary leachate collection pump station--significantly less than the leakage rate typical of a double liner system without a geosynthetic clay liner beneath the primary liner. However, the Engineering Report provides a standard action leakage rate of 100 gallons/acre/day, meaning that Republic is required to report to DEP liner leakage only when this leakage rate is attained. The pump stations will transmit the leachate to one of two above-ground, 150,000-gallon storage tanks. From these tanks, most of the leachate will be transported to an offsite location for treatment. However, up to 12,000 gallons per day of the untreated leachate will be recirculated to be sprayed on the working faces of the landfill. This is to control dust and possibly to assist with the degradation of the waste. The Engineering Report states that the Cedar Trail Landfill implements a facility-wide water quality monitoring plan. Upon completion of the pump stations for the eight cells that are the subject of the Application, Republic will expand its leachate sampling program to include annual sampling of the leachate collected in the primary and secondary leachate collection pump stations. The groundwater monitoring wells would be installed as closely as possible to the outer edge of the roadway that, with a stormwater ditch, will run the perimeter of the proposed Class I landfill. In the revised Engineering Report contained in the RRAI, Republic proposes a surface water discharge point in the stormwater pond located near the leachate storage tanks. The Engineering Report adds that Republic will continue to comply with the following prohibitions: No waste will be knowingly burned on site; Hazardous waste will not knowingly be accepted; PCB contaminated waste will not knowingly be accepted; Untreated biomedical waste will not knowingly be accepted. Please note that treated biomedical waste may be accepted at [Cedar Trail Landfill]'s Class I Landfill provided that the waste containers are marked "Treated Biomedical Waste.;" No waste disposal at the proposed Class I Landfill will occur within 3,000 feet of a Class I surface water body; [Cedar Trails Landfill] will not knowingly accept liquid waste within containers, excluding leachate and gas condensate derived from solid waste disposal operations. [Cedar Trails Landfill] will comply with the requirements of Rule 62- 701.300(10), FAC regarding the handling of liquid wastes; Neither oily waste nor commingled oily waste will knowingly be accepted; and Lead-acid batteries, used oil, white goods, and whole-waste tires will not knowingly be disposed of in the Class I waste disposal system. The Joint Stipulation to Permit Modification, identified above, adds four items to this list of operational prohibitions: i. Garbage will not be knowingly accepted; Household Waste, except waste from residential sources generated as Class III waste, will not be knowingly accepted; Animal carcasses will not be knowingly accepted; and Aluminum dross will not be knowingly accepted. Capitalized terms are generally defined in the Florida Administrative Code. Florida Administrative Code Rule 62-701.200(39) defines "Garbage" as " all kitchen and table food waste, and animal or vegetative waste that is attendant with or results from the storage, preparation, cooking, or handling of food materials." Application Appendix H is the Operation Plan, which also identifies the types of wastes to be permitted at the proposed landfill. Section 3(b) of the Operation Plan authorizes the proposed landfill to accept: Commercial waste Ash residue Incinerator by-pass waste Construction and demolition debris, including from a residence Treated biomedical waste Agricultural waste Industrial waste Yard trash, including from a residence Sewage sludge Industrial sludge Water/air treatment sludges Waste tires De minimis amounts of non-hazardous waste from incidental residential sources Section 5 of the Operation Plan provides, in relevant part: [Cedar Trail Landfill] will accept waste included in any of the waste categories identified under Section 3(b) of this Operation Plan[, but] will . . . NOT knowingly accept any hazardous waste, untreated biomedical waste, liquid waste (including paint), explosive waste, toxic waste, or radioactive waste for disposal at the [Cedar Trail Landfill.] Unacceptable types of refuse are listed below and will not be knowingly accepted for disposal. --Hazardous waste --Explosive waste --Radioactive waste --Drums that have not been opened and Emptied --Refrigerators, freezers, air Conditioners (white goods) --Any toxic or hazardous materials, i.e. batteries, solvents, oil, etc. --Automobiles or parts that contain fuel, lubricants, or coolants --Untreated Biomedical waste The original Application prohibited the acceptance of septic tank pumpage, but the application form accompanying the original Application indicated that the proposed landfill would accept industrial sludge and domestic sludge. After modification by the RRAI, the prohibition against accepting septic tank pumpage was deleted, and the Operating Plan added, among acceptable wastes, sewage sludge, industrial sludge, and water- and air-treatment sludge. Florida Administrative Code Rule 62-701.200(101) (2001) defines "sludge" to include solid waste pollution control residual from an industrial or domestic wastewater treatment plant, water supply treatment plant, air pollution control facility, septic tank, grease trap, portable toilet, or other source generating a waste with similar characteristics. Florida Administrative Code 62-701.200(64) (2001) defines "liquid waste" as any waste with free liquids, according to the "Paint Filler Liquids Test." As modified by the Joint Stipulation to Permit Modification, Section 5 of the Operation Plan was amended to add the following items to unacceptable types of refuse that will not be knowingly accepted for disposal: --Garbage --Household Waste, except waste from residential sources generated as Class III waste --Animal carcasses --Aluminum dross At the hearing, Republic and DEP agreed to an additional condition to the Operation Plan that unacceptable waste would include Garbage contained in commercial, industrial or agricultural waste. According to the Operation Plan, the initial waste screening occurs at the gate house where the attendant interviews the driver and inspects the incoming waste load. If the attendant sees more than a negligible amount of unauthorized wastes, he will reject the load and will contact the hauler to identify the source of the waste. Additionally, Republic will notify DEP if anyone tries to dispose of hazardous waste at the proposed landfill. As modified by the Joint Stipulation to Permit Modification, the Operation Plan was amended to provide a new paragraph between the paragraph addressing the initial waste screening at the gate house and, as discussed below, the second screening at the working face. The new paragraph provides: Any malodorous waste will be covered with mulch and/or additional soil or other approved cover materials to control odors promptly, within one (1) hour from the time of unloading, except in the event of exigent circumstances, such as extreme weather. Cedar Trail Landfill will promptly cover any sludge deposited on the landfill working face within one (1) hour from the time of the unloading, except in the event of exigent circumstances, such as extreme weather. At the hearing, Republic and DEP agreed to an additional condition to the Operation Plan, which would prohibit Republic from accepting malodorous waste or sludge that, due to exigent circumstances, it would not be able to cover within one hour from the time of unloading. If the load passes the initial waste screening, it will proceed to the working face of the landfill, according to the Operation Plan. At least one spotter will be stationed at the working face at all times that the landfill receives waste. Her job will be to detect unauthorized wastes. Republic is to assure that it has a sufficient number of spotters to find and remove unauthorized waste prior to compaction. The Operation Plan allows the spotter to work from ground level or the cab of a compactor. If the operator of a piece of heavy equipment is trained as a spotter, she may also serve as a spotter. During periods of higher waste traffic, the equipment operator will, according to the Operation Plan, "likely" need the assistance of another operator or spotter to screen the higher waste volumes. When finding unauthorized wastes in manageable volumes, the spotter or operator will remove these wastes by hand and place them into nearby containers for removal to an appropriate facility. The third waste screen occurs as the equipment operator spreads the waste, pursuant to the Operation Plan. The equipment operator is required to place any unacceptable observed wastes into containers, which will be located "within the lined area." These wastes will also be removed to an appropriate facility. In the RAI, DEP questioned the proximity of the containers to the working face, as the lined area consists of 72 acres, but, in the RRAI, Republic ignored the comment, restating only that the containers would not be located outside the lined area. The Operation Plan specifies a filling sequence. Republic will assure that the first layer of waste placed above the liner in each cell will be a minimum of four feet in compacted thickness and will be free of rigid objects that could damage the liner or leachate collection and removal system. Republic will maintain the working face to minimize the amount of exposed waste and initial cover necessary at the end of each day. The filling sequence will proceed until the permitted final grade elevations have been reached, less three feet for the final cover. The Operation Plan states that the initial cover at the Class I landfill will consist of a six-inch layer of soil that is transferred from onsite borrow pits or offsite sources. This soil will be compacted and placed on top of the waste by the end of each work day. At Republic's option, subject to DEP's approval, it may use a spray-on or tarpaulin cover, instead of a soil cover. The Operation Plan requires Republic to apply at least one foot of intermediate cover within seven days of cell completion, if additional waste will not be deposited within 180 days of cell completion. Republic may remove all or part of this intermediate cover before placing additional waste or the final cover. Through the placement of initial, daily, and intermediate cover, Republic will minimize the occurrence of moisture infiltration, fires, odors, blowing litter, and animals and other disease vectors. 59. The Operation Plan requires Republic to control litter primarily by daily waste compaction and cover. However, at least daily, if needed, employees will collect litter along the entrance and access roads and around the working face. Complaints about litter must be logged. In addition to the inspections detailed above, the Operation Plan establishes a random load-checking program to detect unauthorized wastes. Each week, Republic employees will examine at least three random loads of solid waste by requiring drivers to discharge their loads at a designated location within the landfill where the employees may undertake a detailed inspection. All random inspections will be logged. Notwithstanding the daily limit of 12,000 gallons per day, the Operation Plan prohibits Republic from spraying leachate during rain events. To apply the recirculated leachate, the lead operator will drive the leachate tanker truck on the working face, so that it can spray leachate over waste as it is being compacted, but after it has been screened by spotters. The spraying will be done to avoid causing leachate to pond atop the waste and will not be done within 50 feet of an outside slope. No restrictions apply to wind conditions. The Operation Plan states that, if the annual sampling of leachate water quality at the two pump stations reveals a contaminant in excess of the permissible limits listed in 40 CFR Part 261.24, Republic will start monthly sampling and notify DEP in writing. Also, the Cedar Trail Landfill will maintain a recording rain gauge. The Operation Plan requires Republic employees to conduct daily surveys for objectionable odors and take immediate corrective action, if odors are found at the property line. As modified by the Joint Stipulation to Permit Modification, this portion of the Operation Plan was amended to add two odor- remediation actions and another form of odor inspection. The two additional actions to prevent odors are to 1) provide additional cover using mulch, additional soil, or other approved cover material and 2) use odor masking or neutralizing agents. The new inspection provision states: Internal inspection will be performed on a weekly basis by a properly trained odor ranger or equivalently trained person. Such individual will tour the facility, property boundary, and the subdivision of Highland Lakes Estates . . . to identify any odors leaving the Landfill's property boundaries. The results of each weekly inspection will be document, and any odors identified will be mitigated. Another new provision from the Joint Stipulation for Permit Modification applies to the handling of sludge. As amended, the Operation Plan states: When accepting sludge from a new source or distributor, [Republic] will obtain information regarding the characteristics and constituents of the sludge, including a description of the industrial process or circumstances that resulted in the generation of the sludge. Upon delivery of the sludge, [Republic] will mix lime, sodium hydroxide, or any other suitable agents to eliminate objectionable odors as required during disposal of the sludge before the material is covered. Furthermore, [Republic] will obtain advance notice from contributors prior to delivery of any sludge and shall promptly cover any sludge unloaded on the landfill working face within one (1) hour from the time of unloading, except in the event of exigent circumstances, such as severe weather. [Republic] shall use its best efforts to avoid accepting or disposing of sludge on Saturdays, Sundays, or public holidays. Additionally, with respect to sludge received from wastewater treatment facilities only, such sludge shall not exceed the lesser of (1) twenty percent (20%) of the total volume of waste disposed in the landfill on an average monthly basis, determined annually on the prior calendar year, or (2) two-hundred (200) tons per day, averaged over the prior 12-month calendar year. Republic is required to monitor combustible gases quarterly and transmit the results to DEP, according to the Operation Plan. If Republic detects methane above the limits specified in Florida Administrative Code Rule 62-701.530 (2010), Republic must submit a gas remediation plan to DEP within seven days. The Operating Plan indicates that the separation of the waste from the groundwater prevents the saturation of the waste and, thus, the generation of odor. Sloping and compacting will promote stormwater runoff, again to discourage the generation of odor. The Construction Permit authorizes construction of the proposed landfill in accordance with the "rules[,] . . . reports, plans and other information" submitted by Republic "(unless otherwise specified)." This parenthetical reference provides that the provisions of the Construction Permit control over any contrary provisions in the other documents that are part of the Permit due to incorporation by reference. In addition to the original Application, RRAI, and drawings, the Construction Permit also incorporates Florida Administrative Code Chapter 62-701 (2001). The Construction Permit states that Republic may not violate the prohibitions set forth in Florida Administrative Code Rule 62-701.300, which is discussed in the Conclusions of Law. Construction Permit Specific Condition A.9.a requires notification to DEP of the discovery of limestone during excavation or discovery. Specific Condition A.9.b requires notification to DEP of any surface depressions or other indications of sinkhole activity onsite or within 500 feet of the site. Specific Condition A.9.c prohibits open burning. Construction Permit Specific Condition C.1.b prohibits the discharge of leachate, during construction or operation, to soils, surface water, or groundwater outside the liner and leachate management system. Specific Condition C.4 prohibits the acceptance of hazardous waste and does not condition this prohibition on Republic's knowledge that the waste is a hazardous waste. Specific Condition C.5 requires Republic to "control . . . odors and fugitive particulates (dust)" and "minimize the creation of nuisance conditions on adjoining property." "Nuisance conditions" include "complaints confirmed by [DEP] personnel upon site inspection." Specific Condition C.5 orders Republic to "take immediate corrective action to abate the nuisance" and to "control disease vectors so as to protect the public health and welfare." Construction Permit Specific Condition C.6.b requires immediate notice to DEP of any sinkholes or other subsurface instability. Specific Condition C.8 requires Republic to manage leachate in accordance with the Operating Permit and Florida Administrative Code Rule 62-700.500(8). The Operating Permit incorporates the same materials that are incorporated into the Construction Permit, again "(unless otherwise specified)." Like the Construction Permit, the Operating Permit incorporates Florida Administrative Code Chapter 62-701 (2001) and requires immediate notice to DEP in the event of a sinkhole or subsurface instability. The Operating Permit specifies that the action leakage rate is 100 gallons per acre per day and the leachate recirculation rate is 12,000 gallons per day. As modified by the Joint Stipulation to Permit Modification, Operating Permit Specific Condition A.1.b states: This Facility is not authorized to accept Garbage; untreated Biomedical Waste; animal carcasses; liquids and non-liquid PCB containing materials or wastes with a PCB concentration greater than or equal to 50 parts per million; Liquid Waste; and aluminum dross. Additionally, this facility is not authorized to accept Household Waste, except waste from residential sources generated as Class III waste. Class III waste means yard trash, construction and demolition debris, processed tires, asbestos, carpet, cardboard, paper, glass, plastic, furniture other than appliances, or other materials approved by [DEP] that are not expected to produce leachate which are a threat to public health or the environment as defined in Rule 62-701.200(14), F.A.C. Based on this authorization to allow certain wastes as described above from residential sources, and since the landfill design, including liner and leachate collection systems, meets the requirements of Chapter 62-701, F.A.C., for Class I landfills, the facility will be entitled to [the] household hazardous waste exemption pursuant to 40 C.F.R. 261.4(b)(1). Specific Condition A.9.c prohibits open burning. Operating Permit Specific Condition C.1.b prohibits the discharge of leachate to soils, surface water, or groundwater outside the liner. Specific Condition C.1.c prohibits the discharge of "residual contaminants," such as gasoline, oil, paint, antifreeze, and polychlorinated biphenyls (PCBs), onto the ground or into surface water or groundwater. Operating Permit Specific Condition C.1.k(1) provides that authorized waste types are those listed in Section 3(b) of the Operations Plan, and unacceptable wastes shall be removed from the site as described in Sections 3(a) and 7. As modified by the Joint Stipulation to Permit Modification, Operating Permit Specific Condition C.1.k(1) provides: "Waste types authorized for management at this site are those listed in Section 3(b) of the Operations [sic] Plan. Unacceptable wastes are those listed in Section 5 [of the Operation Plan] " Operating Permit Specific Condition C.1.k(2) requires the use of a sufficient number of spotters to remove unacceptable wastes, but allows Republic to direct its equipment operators to serve as spotters from the equipment. This condition allows DEP to require that spotters work from the ground, if DEP determines that spotting from equipment is not effective. Specific Condition C.1.k(3) requires Republic to remove unacceptable wastes immediately and not to unload additional wastes in the immediate vicinity until placing unacceptable wastes in the designated waste containers" "near the working face" and within the lined landfill area. Operating Permit Specific Condition C.1.l(2) requires Republic to inspect on each operating day the property boundary for objectionable odors and, if any are detected, abate them in accordance with Specific Condition C.5. Specific Condition C.5.a requires Republic to control odors, disease vectors (insects and rodents), and fugitive particles (dust and smoke) to protect the public health and welfare. Control is defined as "minimiz[ing]" the creation of nuisance conditions on adjoining property. Odors confirmed by DEP personnel are a nuisance condition, and Republic must take immediate corrective action to "abate" the nuisance. Specific Condition C.5.b provides that, if odor control measures do not "sufficiently abate" objectionable odors within 30 days, Republic will submit an odor remediation plan to DEP for approval. Operating Permit Specific Condition C.8.e requires monthly reports to DEP of leachate quantities. Specific Condition C.8.h(1) prohibits recirculation of leachate at rates that result in seepage that may discharge outside the lined area. Leachate may not be sprayed when the application area is saturated or during a rainfall event. There is no prohibition against spraying during windy conditions. Operating Permit Specific Condition E details the extensive water quality monitoring requirements. However, Specific Condition E.9.b requires only annual testing of the five field parameters, eight laboratory parameters, and the comprehensive list of Appendix II parameters set forth in 40 CFR Part 258, all of which are identified below. Specific Condition E.9.c provides that, if a contaminant listed in 40 CFR 261.24 exceeds the level listed therein, Republic will notify DEP and take monthly leachate samples until no exceedances are detected for three consecutive months. Operating Permit Specific Condition F.1.a states: "This solid waste permit will meet the statutory requirement to obtain an air construction permit before . . . constructing a source of air pollution, except for those landfills that are subject to the prevention of significant deterioration (PSD) requirements of Chapter 62-212, F.A.C." Such facilities are required to obtain an air construction permit from the Bureau of Air Regulations prior to construction. Specific Condition F.1.b requires Republic to comply with Title V of 40 CFR 60, Subparts WWW and CC. This section notes that Title V permit applications must be submitted to the District Air Program Administrator or County Air Program Administrator responsible for the landfill. Aviation Safety Landfills attract birds in search of food. Flying birds may interfere with aviation safety. Thus, landfills are typically not located in close proximity to airfields to minimize the risk that flying birds will interfere with airborne aircraft approaching or departing from an airport. The nearest airport to the Cedar Trail Landfill is the Bartow Municipal Airport, which is operated by the Bartow Aviation Development Authority. This airport is over five miles from the footprint of the active landfill and 4.6 miles from the boundary of the proposed site. Republic provided notice of the Application to all airports within six miles of the proposed landfill, the Federal Aviation Administration, and the Florida Department of Transportation. None of these entities objected to the proposed landfill. When Republic gave the Bartow Aviation Development Authority notice of an earlier application, which sought a permit for a landfill that would accept garbage, the authority objected to the proposal due to concerns posed by birds to aviation safety. When asked about the Application, the authority's executive director testified that she still has concerns about the proposed landfill, but she did not specify the nature of her concerns or her analysis. As explained in the Conclusions of Law, these are the only facts required for a determination of whether Republic has provided reasonable assurance of aviation safety. The record provides no basis for finding that Republic has failed to provide reasonable assurance of aviation safety. Neither the FAA nor the Bartow Aviation Development Authority has objected to the proposed landfill. The executive director's unspecified concerns do not override the absence of a formal objection from these agencies. Petitioners assign too much weight to the earlier objection submitted by the authority. The composition of the authority may have changed or some authority members may have decided they were wrong in their earlier analysis. This earlier objection does not outweigh the absence of objection to the present proposal from any of the aviation agencies and the absence of any evidence of the expected nature or extent of bird usage of the proposed landfill and the extent to which these birds would interfere with existing and expected flight paths of aircraft using the Bartow Municipal Airport. Public Health Petitioners' expert witness on public-health issues, Dr. David Carpenter, is a medical doctor with a long, prestigious history of public service, including with the Department of Defense, the National Institutes of Mental Health, the United States Public Health Service, and the New York Department of Health, where he served as director from 1980-85. At that time, Dr. Carpenter started the School of Public Health at the University of Albany. Republic's expert witness on public-health issues, Dr. Christopher Teaf, is an expert in the evaluation of environmental contamination, waste management, and toxicology, but not a medical doctor. Dr. Teaf is a professor at Florida State University and owns a small consulting firm. The major part of Dr. Carpenter's career has been devoted to research. For the past ten years, he has focused more on human health, especially human disease from exposure to environmental contaminants. Dr. Carpenter has considerable experience with the adverse effects of landfills on human health, but his experience has been mostly with older landfills, where containment measures were few and offsite releases were many. Clearly, Dr. Carpenter's experience does not extend to the role of landfill design, construction, and operation in the transmission of human disease. Thus, Dr. Carpenter is qualified to opine on the effects of pollutants that may escape landfills, but not on the relationship of landfill design, construction, and operation on the probability that a landfill will transmit pollutants. For the most part, Dr. Carpenter did not attempt to address matters outside of his expertise. However, Dr. Carpenter testified that the risk of disease or injury increased in relationship to the proximity of the person to the landfill. This testimony can only be credited if one assumes that the landfills are identical in terms of design, construction, and operation and in terms of the environmental conditions of the landfill site. In other words, in real-world applications, it is impossible to credit this element of Dr. Carpenter's testimony, especially to the extent of his implicit suggestion that public health is unreasonably endangered by the construction of a landfill, in compliance with all rules, that satisfies all of the separation criteria and design criteria set forth in the rules, as discussed below. By contrast, Dr. Teaf focused on the details of the proposed landfill. Applying his knowledge of toxicology, Dr. Teaf determined that the proposed landfill adequately protects public health. In making this determination, Dr. Teaf analyzed the effects of various design and operational characteristics of the proposed landfill, including the double liner system, the leachate collection and management system, the selection of appropriate waste types, the procedures for the evaluation and covering of sludges, the prohibition against municipal garbage, the restrictions on household items, the monitoring of groundwater and surface water, the stormwater management system, and the plans to control dust and odors. Dr. Carpenter's testimony and the literature that he sponsored suggested important links between older landfills and a wide range of human disease. But the recurring problem with Dr. Carpenter's testimony and the research articles that he sponsored was the inability to link this information to the proposed landfill. All of the landfills studied in his research articles were older, and most of them appeared to have been designed, constructed, and operated under far more relaxed regulatory regimes than exist today. Nothing in Dr. Carpenter's testimony or sponsored literature attempted to delineate the design or operational characteristics of these landfills, such as whether they were double- or even single-lined, served by leachate circulation and recovery systems, limited as to materials that they could accept, or required to install stormwater management and water monitoring systems. 93. Analysis of the risk to public health posed by the proposed landfill requires consideration of the various means of transmission of the pollutants received by the landfill: water, land, and air. Of these, water requires little analysis, on this record. Even Dr. Carpenter conceded that the proposed landfill does not appear to pose a threat to groundwater. The double liner, leachate collection and recovery system, and groundwater monitoring plan support the finding that groundwater transmission of pollutants from the proposed landfill is unlikely. Transmission by surface water is also unlikely. Compared to groundwater monitoring, surface water monitoring is limited. For instance, there is only a single monitoring site. Also, as noted above, the stormwater pond for the leachate storage area is expected to discharge stormwater offsite during excessive storm events, at which time surface water samples will be taken. However, a comprehensive surface water management system is in place at the landfill and will prevent offsite discharges in all but a few excessive rain events. Transmission by land is also unlikely. The Application contains engineering analysis of the proposed stability of the side slopes and a determination that they will be stable. The discussion of sinkholes, below, does not affect this finding. Treating dust as transmission by air, the only other means by which pollutants may transmit by land is by animals, such as insects, rodents, and birds. An important factor limiting the activity of animals in spreading pollutants offsite is the fact that the proposed landfill will not receive garbage. Although putrescible waste may be received within other categories of waste, the prohibition against receiving garbage will greatly reduce the amount of potential food sources for animals and thus the utilization rate of the proposed landfill by these animals. A further reduction in animal utilization will be achieved through the daily and intermediate cover requirements. Thus, transmission of pollutants by animals is also unlikely. Transmission by air takes several forms. Pollutants may be transmitted as or on dust, with water in the form of aerosol, or as gas. In terms of how transmission by air is addressed by the Permit, this means of transmission potentially represents a greater threat than transmission by water or land for four reasons. First, the explicit focus of the Permit, as to gas, is to avoid explosive concentrations of methane and objectionable odors, but not the transmission of other pollutants by air. Second, the effect of the Permit is to prohibit the release of pollutants into the groundwater or offsite surface water and to prohibit the release of pollutant-bearing land offsite, but no such flat prohibition applies to the offsite release of pollutants by air. Third, the leachate recirculation system provides a good opportunity for the release of certain pollutants into the air by aerosol or evaporation, but similar releases to offsite land, surface water, or groundwater are prohibited. Fourth, scientific understanding of the effects of exposure, especially by inhalation, to pollutants, especially in the form of organic compounds, is continuing to develop: with the use of chemicals increasing three fold in the 50 years preceding 1995 and approximately 80,000 chemicals in use in 2002, only a few hundreds of these chemicals have been subjected to long- or short-term study, resulting in the discovery that about 10% of the chemicals in use in 2002 were carcinogens. Transmission by dust appears to be limited by the frequent covering and spraying of the working faces. Although nearby residents complain of dust in their homes, the practices of the less-regulated Class III landfill cannot be extrapolated to the proposed Class I landfill. Thus, the prospect of dust transmission of chemicals contained in the fill received by the proposed landfill appears also to be slight. The use of untreated leachate as the spray medium to control the dust itself raises two risks, however. First, spraying leachate will release chemicals in aerosol. The potential range of aerosol is great, especially as the landfill ascends toward its design height of 190 feet. However, the risk of transmission by aerosol is reduced to insubstantial levels by adding a Permit condition that prohibits spraying during windy conditions. Second, depositing leachate on the landfill face will release chemicals through evaporation. The point of spraying the landfill face is to control dust between the addition of the waste materials to the pile and the application of the cover. Between these two events, dry conditions will sometimes intervene and may cause the evaporation of certain, but not all, pollutants. The leachate acquires pollutants as it percolates down the waste column and into the leachate collection system. As Dr. Teaf noted, the leachate becomes more concentrated as it recirculates, but, otherwise, this record is largely silent as to the likely composition of the recirculated leachate. However, for landfills accepting sludge, higher levels of mercury may be present in the leachate. As reported by the Florida Center for Solid and Hazardous Waste Management at the University of Florida, in a report issued March 2007, and titled, "Design and Operational Issues Related to Co-Disposal of Sludges and Biosolids and Class I Landfills--Phase III," one study found that the concentration of mercury in the leachate of landfills that receive sludge is almost three times greater than the concentration of mercury in the leachate of landfills that do not accept sludge. The same study reported that total dissolved solids and chlorides were present at greater concentrations at the landfills that did not accept sludge and that other parameters--unidentified in the cited article--were not significantly different between the two types of landfills. Republic proposes to recirculate substantial volumes of leachate--sufficient, for instance, to raise the moisture content of the fill from 25 percent to 28.9 percent. The Permit allows the proposed landfill to operate six days per week, for a total of 312 days annually. The Operation Plan prohibits the application of leachate during rain, but the number of days annually during which rain extends for the entire day is few, probably no more than a dozen. These numbers suggest that Republic may apply as much as 3.6 million gallons annually of untreated leachate to the landfill face. The 12,000 gallon-per-day limit and restrictions on head in the leachate collection and removal system effectively limit the quantities of leachate that may be recirculated, but the sole provision addressing leachate water quality is the annual monitoring event described above. Given the time required to analyze the many parameters included in the EPA regulation, for most of the year between tests, Republic will be applying over three million gallons of leachate whose pollutant concentrations will be completely unknown. Some assurances emerge, though, when considering air transmission of pollutants by class. In general, on this record, as to transmission by gas, there appears to be an inverse relationship between a compound's volatility, which is a measure of its ability to enter the air, and a compound's persistence. VOCs are one of the most dangerous classes of pollutants to public health and include such carcinogens as benzene, tolulene, xylene and, the most dangerous of all VOCs, vinyl chloride, which is released upon the degradation of such common substances as plastics, carpets, and upholstery. Biogas, which is generated by the anerobic decomposition of organic compounds in a landfill, contains mostly methane and carbon dioxide, but also significant levels of VOCs. When inhaled, the primary results of exposure to VOC are respiratory irritation and allergenic effects. Volatility is measured by vapor pressure, which is a measure of a chemical's ability to get into the air. As their name suggests, VOCs enter the air easily. They are also capable of traveling great distances due to their light molecule. However, VOCs are easily destroyed by sunlight and diluted by wind. Other organic compounds common to landfills are only semi-VOCs, such as PCBs. Although less volatile, these chemicals, too, are hazardous to public health--in the case of PCBs, in any amount. Due to this fact and their persistence in the environment, the United States has prohibited the manufacture of PCBs for over 30 years. However, not only are PCBs considerably less likely to enter the air than VOCs, they also travel shorter distances than VOCs due to a heavier molecule. Dr. Carpenter opined that there is little evidence that PCBs are an issue in the proposed landfill. Another class of organic compound, 1000 times less volatile than even PCBs, is phthalates, which are used in the production of plastics. Phthalates pose significant threats to public health, especially reproductive health. However, the exceptionally low volatility of this compound renders transmission by evaporation highly unlikely. Much of the regulatory framework imposed on landfill design, construction, and operation arises out of concerns for the control of human pathogens, which are infection-causing organisms, such as bacteria, viruses, protozoa, and parasitic worms. One of the great advances in human longevity in the United States occurred in the early 1900s--not with the development of antibiotics or improved medical care--but with the implementation of basic sanitation control and the removal of pathogens from the drinking water. For the proposed landfill, sludge will be the primary source of pathogens. Sludge is nutrient-rich organic matter, which will be received at the proposed landfill without any treatment except possibly dewatering. Even with the acceptance of sludge, the proposed landfill presents little risk for the transmission of pathogens. Pathogens communicate disease only when a person is exposed to an effective dose and are better transmitted by direct contact or animal than air. Bacterial pathogens are themselves killed by wind, as well as sunlight, temperature, and humidity differentials, so the preferred means of air transmission would be aerosol versus gas. The record permits no findings as to the persistence of pathogenic viruses, protozoa, and parasitic worms. However, as noted above in connection with the land transmission of pathogens, the immediate application of lime and cover to the sludge will tend to prevent the release of effective doses of pathogens by air, as well. The last major class of pollutant that could be transmitted by air is heavy metals, such as mercury or lead. Although these metals produce a wide range of neurological diseases and generally interfere with cognition and behavior, Dr. Carpenter admitted that heavy metals were not as much of a concern as VOCs, presumably due to their resistance to vaporization. Even though transmission by air is not as tightly controlled as transmission by water or land, for the four reasons noted above, there is little risk of transmission by air--i.e., dust, aerosol, or gas--when the specific properties of likely pollutants are considered. In all but five respects, then, Republic has provided reasonable assurance that public health will not be endangered by pollutants released from the landfill by water, land, or air. First, to provide reasonable assurance concerning public health, the Permit needs a condition that prohibits spraying leachate during windy conditions, which DEP may define as it reasonably sees fit. As noted in the Conclusions of Law, this is a requirement in the rules and, due to its importance, should be restated explicitly in the Permit, which restates numerous other rule requirements. Second, to provide reasonable assurance concerning public health, the Permit needs more frequent monitoring of leachate water quality, at least at the frequency, as noted in the Conclusions of Law, set forth in the rules. Large volumes of untreated leachate will be recirculated through the landfill. Even if aerosol transmission is controlled, transmission by evaporation of some pollutants, although not the heavy metals, is possible. Also, pollutants are concentrated in recirculated leachate and thus the consequences of transmission into groundwater or surface water, however unlikely, become greater. At the same time, the action leakage rate is generous--to Republic, not the groundwater. At 100 gallons per acre per day, Republic is not required to report to DEP possible liner leakage until about 7300 gallons per day are lost to the surficial aquifer. Suitable for the detection of catastrophic failures associated with most sinkholes, this action leakage rate is too high to trigger action for small liner leaks. If Republic is to be allowed this much leakage into the groundwater, it must identify the leachate's constituents and their concentrations at least semi-annually. Third, to provide reasonable assurance concerning public health, the Application must extend the right of split testing to all of the parties in these cases, if DEP fails to exercise its right to take a split sample. The spraying of untreated leachate and generous limit applied to liner leakage before reporting and remedial action are required underscore the importance to public health of independent leachate testing. There is no reason to allow budgetary constraints or administrative oversight to preclude Petitioners and Intervenor, who are uniquely situated to suffer from the escape of excessive pollutants in the leachate, from providing, at their expense, this independent leachate testing. Fourth, to provide reasonable assurance concerning public health, the Permit needs to restate accurately the language of the rules concerning the extent of knowledge required of Republic, if it is to be liable for the acceptance of certain prohibited wastes. Fifth, to provide reasonable assurance concerning public health, the Permit needs to be modified to ensure that at least one spotter, whose sole responsibility is spotting, will be assigned to each working face while the landfill is receiving waste. Sinkholes The sinkhole issue arises in the geotechnical analysis of the sufficiency of the foundation to support the considerable loads of a landfill and also in the stability of the side slopes of the landfill. This analysis starts with consideration of the geology of the area, of which Republic's property is a part, and, among other things, the potential for sinkhole formation in the area. The Cedar Trail Landfill lies within the Bartow Embayment and along the eastern slope of the Lakeland Ridge of the Central Lake District Physiographic Province. This embayment is a large erosional basin partially backfilled with phosphatic sand and clayey sand of the Bone Valley Member. At this location, the top of the Floridan Aquifer is formed by Suwannee Limestone, which consists of white to tan, soft to hard, granular, porous, very fossiliferous limestone with interbedded dolomite. This rock unit is 110-140 feet thick. Atop the Suwannee Limestone sits the Hawthorne Group, which comprises the Arcadia Formation, at the base of which is the Nocatee Member, which is a relatively impermeable sand and clay unit. Atop the Nocatee Member is the Tampa Member, which consists of hard, dense, sandy, locally phosphatic, fossiliferous limestone. The top of this member, which is the top of the Arcadia Formation, is locally referred to as the "bedrock complex," which marks the lower limit of phosphate mining. Atop the Arcadia Formation, still within the Hawthorne Group, sits the Peace River Formation, which consists of phosphatic clayey sand and clayey sand. The lower portion of the Peace River Formation is a relatively impermeable, undifferentiated clayey unit locally known as "bedclay." The Bone Valley Member of the Peace River Formation is mined for phosphate and is locally known as "matrix." Atop of the Peace River Formation are undifferentiated surficial soils, typically consisting of silty sand, clayey sand, and some hardpan and organic soils. These materials are locally known as "overburden." Phosphate mining is prevalent in the area, including, as noted above, much or all of the Cedar Trail Landfill site. Strip mining for phosphate normally removes the entire surficial aquifer, just into the bedclay. Mined areas are then backfilled with overburden spoil soils, clay, waste clay, and sand tailings. After backfilling, the soil strata bear little resemblance to premining strata. Sinkholes are prevalent in the general area surrounding the Cedar Trail Landfill. A sinkhole is a surface depression varying in depth from a few feet up to several hundreds of feet and in area from several square feet to several acres. Sinkholes are typically funnel-shaped and open broadly upward. Sinkholes form when weakly acidic groundwater creates cavities in the calcium carbonate within limestone. Soils above these cavities erode into the cavities. In the area that includes the Cedar Trail Landfill, cover-collapse and cover- subsidence sinkholes predominate among sinkhole types. A cover-collapse sinkhole, which is typically steep- sided and rocky, forms when cohesive soils over a limestone cavity can no longer bridge the cavity under the weight of overlying soil and rock. At this point, the cohesive soils suddenly collapse into the cavity. These are more common in the part of the state in which the Cedar Trail Landfill is located. A cover-subsidence sinkhole occurs due to the gradual lowering of the rock surface as solutioning occurs in the subsurface rocks. This type of sinkhole develops as subsurface soluble rock is dissolved and overlying soils subside into the resulting shallow surface depressions. Regardless of the type of sinkhole, borings into sinkholes will reveal zones of very loose soil sediments that have washed downward into the cavernous voids within the bedrock. This very loose soil zone is called a raveling zone, which starts at the limestone layer, as the overlying soils begin to collapse into the solution features within the limestone. As the loosening works its way upward toward the surface, it eventually results in the subsidence of the ground surface and formation of a sinkhole. Considerable sinkhole activity has taken place in the immediate vicinity of Republic's property. Most visibly, a sinkhole formed in 2006 in 285-acre Scott Lake, 4.5 miles northwest of the landfill. This sinkhole drained the entire lake and destroyed several structures. The Florida Geological Service sinkhole database, which consists of anecdotal reports of sinkhole activity, some of which are unverified, includes 49 sinkholes within five miles of the proposed landfill. Two documented sinkholes have occurred within .17 mile of the landfill--one of which is reported to be 125 feet in diameter and 80 feet deep. Based upon the information contained in the preceding paragraph, Clint Kromhout, a professional geologist with the Florida Geological Survey, opined on August 23, 2009, that the potential for sinkhole formation "within the proposed site and surrounding area" is "low to moderate." Mr. Kromhout does not provide a definition of "low," but part of his opinion is shared by the Golder Report, which agrees that the sinkhole potential on the proposed site is "low." The potential for sinkhole formation in the general area surrounding the proposed landfill, as distinguished from the site itself, is at least moderate. In their Proposed Recommended Order, Republic and Intervenor necessarily concede: "All parties acknowledge that the proposed landfill site is in a general region that has a relatively high frequency of sinkholes as compared with the rest of the state of Florida." It is misleading to characterize the area surrounding the proposed landfill as of low potential for the formation of sinkholes, unless there is another category, like "nonexistent." But characterizing the sinkhole potential of the surrounding area as moderate is not determinative of the likelihood of sinkholes at the landfill's footprint, nor is a site-specific geotechnical investigation mooted by such a characterization. Rather, characterizing the sinkhole potential of the surrounding area as moderate dictates the intensity and scope of the ensuing geotechnical investigation, if the investigation is to provide reasonable assurance of the structural integrity of the proposed landfill. Acknowledging moderate potential for sinkhole formation in the surrounding area, Republic has appropriately relied on three geotechnical reports, including three sets of boring data. The final of these reports, the Hanecki Report, is based on the collection and analysis of boring data, as well as a review of the data and analysis contained in the two earlier geotechnical reports, the Ardaman Report and Golder Report. The boring data reveal that the proposed landfill site features four units. Nearest the surface is Unit 1, which is brown to dark brown, medium- to fine-grained sand with minor amounts of clayey silt. Unit 1 is 0-10 feet thick. Next down is Unit 2, which is tan to gray, medium- to fine-grained sand with increasing silty clay or clayey silt. Unit 2 is 5-10 feet thick and generally marks the upper limit of fine-grained, granular soils (i.e., clayed sands and silty sands). Unit 3 is orange brown to yellow brown, gray and tan silty clay to clayey silt or fine sand and silty clay. Unit 3 is 5-15 feet thick. Unit 4 is gray and tan clayey silt or silty clay with minor amounts of fine sand. This material is very stiff or very dense, and most borings terminated in this unit. The few borings that penetrated this unit suggest that it may consist of dolomitic sandy clays and silts and dolomitic limestone to depths greater than 100 feet below grade. Units 3 and 4 generally mark the upper limits of low permeability/low compressibility soils. The Hanecki investigation comprised two main steps. First, Hanecki retained a subconsultant to perform electrical resistivity imaging (ERI) along 100-foot-wide transects run across the site. Any anomalies revealed by the ERIs were to be followed by standard penetration test (SPT) borings, which permit soil testing at predetermined intervals, as well as a measure of the compressibility of the soils. Compressibility is measured during the soil-testing intervals, during which the drill bit is replaced by a soil sampler. The driller records the number of blows required for a 140-pound hammer falling 30 inches to produce 12 inches of penetration. The value is expressed in N-values, where N represents the number of such blows. Looser soils produce lower N values. Another important piece of information obtained during SPT boring is the partial or total loss of circulation fluid during drilling. While the drill is penetrating soil, a slurry circulates through the borehole to prevent the collapse of the sides of the hole. This slurry is recycled during drilling, but, if the drill encounters a void, all or part of the circulation fluid is lost. The ERI survey revealed no real anomalies because of a narrow range of resistance values. However, taking relatively small differences in resistivity as an anomalies, Hanecki identified 14 features of interest. At each of these locations, Hanecki performed an SPT boring. Because the ERI transects were unable to span the two onsite ponds, Hanecki added two locations for SPT borings adjacent to each side of each pond, for a total of four additional SPT borings. At the request of DEP, Hanecki added a nineteenth SPT boring at Golder site G-11, which had revealed low N-values during Golder's borings. Hanecki extended the borings into "refusal" quality soil, which was defined as soils requiring more than 50 blows of the 140-pound hammer to achieve six inches or less of penetration. All of Hanecki's SPT borings encountered very hard limestone. Among the most significant findings of Hanecki's borings, only one boring, G-11, experienced any circulation fluid loss, and this was estimated at 50 percent. However, it is more likely that this partial circulation fluid loss is due to loosely deposited sands than a void that might be indicative of conditions suitable for sinkhole formation. Not all circulation losses indicate voids that that will result in sinkhole formation. Also significant among Hanecki's findings is a clayey soil, or bedclay, at every SPT boring, which severely limits hydraulic recharge to the limestone. By impeding vertical migration of surface and shallow subsurface water to the limestone layer, this bedclay "greatly inhibits limestone erosion." This bedclay also supports the looser soils above the bedclay and thus prevents raveling, without which sinkholes cannot form. Two borings--G-11 and F3-1--lacked a layer of Unit 3 or 4 soil above the limestone, but Hanecki concluded that the Unit 2 layers above the limestone at these locations contained sufficient clay or clayey sand to serve the same functions of impeding the downward movement of groundwater and preventing the downward movement of loose soils. This conclusion appears reasonable because Unit 2 is the uppermost reach of the finer- grained materials, of which clays and silts are examples when compared to sands. There is obviously some variability in the distribution of finer- and coarser-grained materials within each occurrence of Unit 2 soils. Hanecki's findings indicated intervals of loose soils, sometimes at depth, which typically would suggest raveling zones. At the proposed location, though, these findings do not support raveling due to the underlying bedclay layer and the history of mining, which probably introduced looser soils typically found closer to the surface through the entire 40-foot depth of the mine cut. Based on these findings, the Hanecki Report concludes that, regardless of at least moderate potential for sinkhole potential in the area, the footprint of the proposed landfill has an acceptably low risk of sinkhole development to permit development of the proposed landfill. This is a reasonable conclusion because it is supported by the data collected by Hanecki and his reasoned analysis of these data. Hanecki's conclusion is also supported by the data and analysis contained in the Golder Report and Ardaman Report, which are based on an additional 84 SPT borings, post- reclamation. Only about 12 percent of these SPT borings reached the limestone, and they cover all of Republic's property, not merely the footprint of the proposed landfill. Even so, these borings confirm two important findings of the Hanecki Report. First, they produced data indicative of an extensive bedclay layer intact on Republic's property. Second, the Ardaman and Golder borings reveal only two or three instances of partial circulation loss that, like the sole occurrence of partial circulation loss in the Hanecki borings, are located on Republic's property, but outside the footprint of the proposed landfill. Republic has provided reasonable assurance that the site will provide an adequate foundation for the proposed landfill and sinkholes are unlikely to undermine the structural integrity of the proposed landfill.
Recommendation It is RECOMMENDED that the Department of Environmental Protection enter a final order granting the Construction Permit and Operation Permit, but only if the Operation Permit is modified by the addition of the five items identified in paragraphs 172, 174, 175, 181, and 187. DONE AND ENTERED this 8th day of October, 2010, in Tallahassee, Leon County, Florida. S ROBERT E. MEALE 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 8th day of October, 2010. COPIES FURNISHED: Lea Crandall, Agency Clerk Department of Environmental Protection Douglas Building, Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Tom Beason, General Counsel Department of Environmental Protection Douglas Building, Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Mimi A. Drew, Secretary Department of Environmental Protection Douglas Building, Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Ronald L. Clark, Esquire Clark, Campbell & Mawhinney, P.A. 500 South Florida Avenue, Suite 800 Lakeland, Florida 33801-5271 William D. Preston, Esquire William D. Preston, P.A. 4832-A Kerry Forest Parkway Tallahassee, Florida 32309-2272 Jennings Kemp Brinson, Esquire Clark, Campbell & Mawhinney, P.A. 500 South Florida Avenue, Suite 800 Lakeland, Florida 33801 Sean R. Parker, Esquire Boswell & Dunlap, LLP 245 North Central Avenue Bartow, Florida 33830-4620 Ralph A. DeMeo, Esquire Hopping, Green, & Sams, P.A. 119 South Monroe Street, Suite 300 Tallahassee, Florida 32301 Stanley M. Warden, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 35 Tallahassee, Florida 32399-3000 Paula L. Cobb, Esquire Hopping Green & Sams, P.A. Post Office Box 6526 Tallahassee, Florida 32314 John W. Frost, Esquire Frost Sessums Van den Boom & Smith, P.A. Post Office Box 2188 Bartow, Florida 33831 John Stanley Fus Highland Lakes Estates HOA 2190 Boardman Road Bartow, Florida 33830
Findings Of Fact On November 16, 1983, Lamar Advertising Company submitted it's applications for permits for outdoor advertising signs to be located on the north side of Interstate Highway 10 in Escambia County Florida, 4.8 miles west of the intersection of I-10 and U.S. Highway 90A facing east, and the other to be located on the west side of I-10, 5.08 miles west of its intersection and U. S. 90A facing east. By letter dated November 28, 1983, the Department rejected these applications, stating: In unpermitable zoning. No commercial business visible. Escambia County, Florida, owns the land where the proposed signs would be located. This parcel contains approximately from the Perdido River, the state bounds almost to County Road 99 on the east, with frontage of I-10 for a distance of approximately one mile * Station is located on the south side of I-10 opposite center of this parcel. In January of 1981, the construction of a sanitary landfill this property, known as the Perdido Landfill. permanent buildings located there, one of which house which includes computer equipment and two commercial scales. Another houses p* equipment. Another is used for employee loc* of supplies. Another is the main office. all office facilities and a major garage automotive and heavy equipment. sanitary landfill is used for disposal of solid waste through escavation and burial. Excavation removes soil which is later used to cover waste placed into the hole created by the NOTE: Page 2 of the Recommended Order on file with DOAH has missing or unreadable text and is therefore not available in this ACCESS document. excavation. When a filling operation has been completed in a particular area, there will be built up heights exceeding the existing grade by as much as 50 feet. Before the landfill activity began, the parcel in question was rolling landscape, mostly in pasture land with some timber. It sloped to the west to the Perdido River. It also sloped from north to south towards the north edge of Interstate 10. Escambia County has approximately thirty pieces of equipment on the Perdido Landfill. This equipment consists of two landfill compactors, two bulldozers, three self-elevating scrapers, a frontend loader, a number of dump trucks, a road grader, a hydraulic backhoe, three tractor trailer rigs, a rented dragline, and numerous cars and pickup trucks. Normally there are five pieces of this equipment in operation on any given day. In addition to the equipment operated by Escambia County, approximately 500 vehicles per day visit the landfill to dump solid waste Monday through Friday, of which about 300 are commercial and 200 are private vehicles. On Saturday approximately 800 to 1,000 vehicles visit the landfill to dump waste. These dumping operations on the Perdido Landfill are taking place about 800 to 1,000 feet from the north right-of-way of I-10. In addition, the County has leased 10 acres on the north boundary of this property to a private company which operates a treatment facility for the processing of septic waste material to produce fertilizer. This facility is located between 2,000 and 3,000 feet from the south boundary of the County property. The County has constructed and maintains an earth barrier approximately 100 feet wide along the south boundary of this property on I-10 to hide the landfill operation from traffic on the interstate. This earth barrier also places the private septic waste facility beyond the line of sight from the interstate. In addition, there are trees and other natural growth along the south boundary of the County property which obscures the site from view. Photographs admitted into evidence show that the activities taking place on the landfill are not clearly visible to traffic moving on I-10. None of the vehicles can be seen except the top portion or boom of a crane. The area is hidden by trees and by the earth barrier except for one or two small openings which reveal the crane's boom. A motorist traveling east on I-10 can see through these openings for approximately one second, and traveling west for only a couple of seconds. Nevertheless, some portion of the equipment being used on the landfill property is visible from the interstate. Most of the area of Escambia County outside of the City of Pensacola is not zoned. There are some areas in the vicinity of the University of West Florida in the northwestern part of the county and on Perdido Key in the southwestern part of the county that are zoned. The area in which the Perdido Landfill is located is not zoned. The Petitioner presented the former County Attorney for Escambia County who testified that the activities conducted at the landfill are compatible with an industrial zoning classification. No further evidence on this point was presented by the Petitioner. The Department presented the Administrator Director for zoning and inspection in Okaloosa County, Florida, who testified that there are four sanitary landfills in Okaloosa County, two located on federal land and two located on county property. Okaloosa County is located about 39 miles east of Escambia County, and the four landfills there are operated and maintained by the County. Okaloosa County has county-wide zoning, and sanitary landfills are classified as public service facilities in agricultural areas predominantly. Under the existing Okaloosa County ordinance,, a landfill would be classified as Agricultural or Agricultural Restricted, regardless of the type of landfill it is. The Department also presented a letter from the Land Use Administrator of the Tallahassee-Leon County Planning Department which indicates that Leon County considers sanitary landfills as "resource development activities" which are permitted as a restricted use only in agricultural zoned areas. This hearsay evidence is not of sufficient quality to support a finding of fact, but it corroborates the evidence presented by the Okaloosa County zoning director, and was admitted for this purpose.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Transportation enter a Final Order denying the application of Lamar Advertising Company for permits to erect two signs on the north side of I-10 in Escambia County, at points 4.80 miles and 5.08 miles west of U.S. 90A, facing east. THIS Recommended Order entered this 8th day of June, 1984, in Tallahassee, Florida. WILLIAM B. THOMAS 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 8th day of June, 1984. COPIES FURNISHED: ROBERT P. GAINES, ESQUIRE P. O. BOX 12950 PENSACOLA, FLORIDA 32576 VERNON L. WHITTIER, JR., ESQUIRE DEPARTMENT OF TRANSPORTATION HAYDON BURNS BUILDING, M.S. 58 TALLAHASSEE, FLORIDA 32301-8064
The Issue The issues for determination in this matter are: (1) whether Petitioner, MW Horticulture Recycling Facility, Inc. (MW), is entitled to renewal of its Yard Trash Transfer Station or Solid Waste Organics Recycling Facility registration; (2) whether Petitioner MW is an irresponsible applicant; and (3) whether Petitioner MW Horticulture Recycling of North Fort Myers, Inc. (MW-NFM), is entitled to renewal of its Yard Trash Transfer Station or Solid Waste Organics Recycling Facility registration.
Findings Of Fact The following Findings of Fact are based on the stipulations of the parties and the evidence adduced at the final hearing. The Parties and the Registration Denials Petitioner MW is a Florida corporation that operates an SOPF located at 6290 Thomas Road, Fort Myers, Lee County, Florida. The site is commonly referred to as the "South Yard." Petitioner MW-NFM is a Florida corporation that operates an SOPF located at 17560 East Street, North Fort Myers, Lee County, Florida. The site is commonly referred to as the "North Yard." The Department is the administrative agency of the state statutorily charged with, among other things, protecting Florida's air and water resources. The Department administers and enforces certain provisions of part IV of chapter 403, Florida Statutes, and the rules promulgated thereunder in Florida Administrative Code Chapters 62-701 and 62-709. Pursuant to that authority, the Department determines whether to allow SOPFs to annually register in lieu of obtaining a solid waste management facility permit. On April 25, 2019, Petitioner MW submitted its application for registration renewal for the South Yard. On August 22, 2019, the Department issued a notice of denial. The listed reasons for denial focused on non-compliance with orders for corrective action in a Consent Order (Order) between Petitioner MW and the Department entered on February 22, 2019. The Order was entered to resolve outstanding violations in a Notice of Violation, Orders for Corrective Action and Administrative Penalty Assessment (NOV), issued on November 20, 2018. The notice of denial stated that, as of August 9, 2019, Petitioner MW had not completed the following corrective actions of the Order by the specified timeframes: (a) within 90 days of the effective date of this Order, Respondent shall remove all processed or unprocessed material (yard trash) from the Seminole Gulf Railway Right of Way and the swale along Old US 41 and establish a 20 foot wide all-weather access road, around the entire perimeter of the site; (b) within 90 days of the effective date of this Order, Respondent shall reduce the height of the piles to a height that the facility’s equipment can reach without driving (mechanically compacting) onto the processed or unprocessed material; and (c) within 90 days of the effective date of this Order, Respondent shall have all the processed and unprocessed material be no more than 50 feet from access by motorized firefighting equipment. The notice of denial also stated that when Department staff conducted compliance visits on April 29, 2019, June 27, 2019, July 7, 2019, and July 18, 2019, the following outstanding violations were documented: (a) unauthorized open burning of yard waste; (b) unauthorized mechanical compaction of processed and unprocessed material; (c) an all-weather access road, at least 20 feet wide, around the perimeter of the Facility has not been maintained and yard trash has been stored or deposited within the all-weather access road; and (d) yard trash is being stored more than 50 feet from access by motorized firefighting equipment. On April 25, 2019, Petitioner MW-NFM submitted its application for registration renewal for the North Yard. On August 22, 2019, the Department issued a notice of denial. The notice of denial stated that compliance and site observation visits were conducted on July 9, 2019, July 30, 2019, August 1 and 2, 2019, and the following non-compliance issues were documented: (a) unauthorized open burning; (b) unauthorized mechanical compaction of processed and unprocessed material; (c) yard trash received has been stored or disposed of within 50 feet of a body of water; and (d) yard trash received is not being size-reduced or removed, and most of the unprocessed yard trash has been onsite for more than six months. The notice of denial also stated that on March 27, 2018, May 10, 2018, and October 3, 2018, Department staff conducted inspections of the North Yard. A Warning Letter was issued on November 2, 2018. The Warning Letter noted the following violations: (1) unauthorized burning of solid waste; (2) the absence of the required 20-foot-wide all-weather perimeter access road along the southern unprocessed yard trash debris pile; (3) inadequate access for motorized firefighting equipment around the southern unprocessed yard trash debris pile (lake pile); (4) the lake pile not size-reduced or removed within six months; (5) mechanical compaction of processed and unprocessed material by heavy equipment; and (6) yard trash storage setbacks from wetlands not maintained. Petitioners' SOPFs The North Yard is located in North Fort Myers and is bound by the southbound lanes of Interstate 75 to the east and a lake to the west. The South Yard is slightly larger than the North Yard and abuts Thomas Road to the west and a railroad owned and operated by the Seminole Gulf Railway Company to the east. Petitioners' facilities accept vegetative waste and yard trash (material) from the public in exchange for a disposal fee before processing and size-reducing the material into retail products such as organic compost, topsoil, and mulch. The unprocessed material is staged in various piles generally according to waste type until it can be processed by grinding or screening. As of the date of the final hearing, both the North Yard and the South Yard were completely full of large, tall, and long piles of processed and unprocessed material except for a perimeter roadway around each site and paths that meander between the piles themselves. As the material in the piles decomposes, heat is produced from the respiration and metabolization of organic matter. This heat ignites the dry material and can cause substantial fires. Both the North Yard and South Yard are susceptible to fires caused by spontaneous combustion as a result of their normal operations of collecting and stockpiling organic waste. Fires Although spontaneous combustion is an inherent risk with SOPFs, the evidence at the hearing established that the material at Petitioners' facilities catches fire at an abnormally high rate as a result of poor pile management. Piles need to be turned and wetted to keep down incidents of spontaneous combustion. Monitoring temperatures, rotating the piles, and removing the material at a faster rate would help reduce the incidence of fires. Large piles with no extra land space cannot be managed in a way "to aerate and keep the temperatures at a level where you're not going to have spontaneous combustion." See Tr. Vol. I, pg. 32. Fire Marshal Steve Lennon of San Carlos Park Fire and Rescue regarded the South Yard as a fire hazard compared to other similar sites in his district. He testified that the pile heights, widths, and lengths at the South Yard are not in compliance with applicable fire-code size requirements. He also testified that if the pile sizes were in compliance, Petitioner MW would not have to put their motorized firefighting equipment on top of the piles "because [they] would be able to reach it from the ground." See Tr. Vol. I, pg. 41. As of the date of the hearing, San Carlos Park Fire and Rescue had responded to 43 active fire calls at the South Yard in the last two years, and three times in 2020 alone. In 2018, the active fire calls at the South Yard were multi-day suppression operations. In 2019, the active fire calls were mostly hotspots and flare-ups. Captain Doug Underwood of the Bayshore Fire Rescue and Protection Service District (Bayshore Fire District) testified that his department had responded to approximately 75 fire calls at the North Yard in the last two years. The most common cause of the fires was spontaneous combustion. The piles were not in compliance from a size standpoint. Captain Underwood testified that the majority of the 75 calls were to the lake pile at the North Yard. See Tr. Vol. I, pg. 59. The lake pile was a temporary site on the southern end of the lake that borders the North Yard, and for most of 2018 and 2019, contained debris from Hurricane Irma.1 The lake pile temporary site was completely cleared by the time of the hearing. Captain Underwood testified that in 2018, he recommended to Petitioners that they engage the services of an expert fire engineer. Petitioners engaged Jeff Collins who met with Captain Underwood on multiple occasions. They discussed how to address fires and hotspots and that the facilities should have a written fire protection safety and mitigation plan. Such a plan was created and Captain Underwood was satisfied with its provisions. Although the lake pile temporary site was completely cleared by the time of the hearing, it was not an entirely voluntary effort on Petitioners' part. Captain Underwood testified that Petitioners' "initial plan of action was to leave it there for . . . eight months or greater, depending on the time frame needed to have the product decompose and cool down to a temperature that they could remove it." See Tr. Vol. I, pg. 83. It took Lee County code enforcement efforts "to compel MW to remove this material off-site as quickly as possible." See Tr. Vol. I, pg. 82. 1 Throughout this proceeding, the lake pile was referred to by various names in testimony and exhibits, such as, "southern unprocessed yard trash debris pile," "lake yard," "trac[t] D," and "temporary site." As recently as February 12, 2020, a large pile of hardwood, green waste, and compost at the North Yard caught fire as a result of spontaneous combustion. The size of the fire was so large and hot that the Bayshore Fire District could not safely extinguish the fire with water or equipment, and allowed it to free-burn openly for 24 hours in order to reduce some of the fuel. The fire produced smoke that drifted across the travel lanes of Interstate 75. The free-burn allowed the pile to reduce in size "down to the abilities of the district and the equipment on-site." See Tr. Vol. I, pgs. 51-52. Captain Underwood testified that "once we started putting water on it, then the MW crews with their heavy equipment covered the rest of the smoldering areas with dirt." See Tr. Vol. I, pg. 56. Rule Violations By Petitioners' own admission, the facilities have repeatedly violated applicable Department rules throughout the course of their operations over the last two and one-half years. The most pertinent of these violations center around the Department's standards for fire protection and control to deal with accidental burning of solid waste at SOPFs. Renee Kwiat, the Department's expert, testified that the Department cited the South Yard nine times for failing to maintain a 20-foot all-weather access road. The South Yard consistently violated the requirement to maintain processed and unprocessed material within 50 feet of access by motorized firefighting equipment, and the North Yard has violated this requirement twice. The North Yard consistently violated the requirement to size-reduce or remove the lake pile material within six months. Both the North Yard and South Yard were cited multiple times for mechanically compacting processed and unprocessed material. Following a period of noncompliance and nearly 11 months of compliance assistance at the South Yard, Petitioner MW told the Department it would resolve all outstanding violations by July 1, 2018. The July 1, 2018, deadline passed and on October 18, 2018, the Department proposed a consent order to resolve the violations at the South Yard. However, Petitioner MW did not respond. On November 20, 2018, the Department issued the NOV to Petitioner MW regarding the South Yard. The violations included failure to maintain a 20-foot all-weather access road around the perimeter of the site, failure to ensure access by motorized firefighting equipment, mechanical compaction, and the unauthorized open burning of solid waste. On February 22, 2019, the Department executed the Order with Petitioner MW to resolve outstanding violations in the NOV. By signing the Order, Petitioner MW agreed to undertake the listed corrective actions within the stated time frames. Compliance visits to the South Yard on April 29, 2019, June 7, 2019, June 27, 2019, July 18, 2019, and August 22, 2019, documented that many violations outlined above were still present at the site. At the time of the final hearing, the preponderance of the evidence established that none of the time periods in the Order were met. The preponderance of the evidence established the violations listed in paragraphs 5 and 6 above. At the time of the final hearing, the preponderance of the evidence established that Petitioner MW still had not reduced the height of the piles such that their equipment could reach the tops of the piles without driving (mechanically compacting) onto the processed or unprocessed material. Thus, all the processed and unprocessed material was not more than 50 feet from access by motorized firefighting equipment. At the time of the final hearing, the preponderance of the evidence established more incidents of unauthorized open-burning of solid waste; and continuing unauthorized mechanical compaction of processed and unprocessed material. The evidence also established that the South Yard does not encroach on Seminole's real property interest. The Department did not issue an NOV for the North Yard. The preponderance of the evidence established that there were repeated rule violations at the North Yard. These violations formed the basis for denying the North Yard's registration as outlined in paragraph 8 above. The Department deferred to Lee County's enforcement action for violations of County rules as resolution of the violations of Department rules. At the time of the final hearing, however, the preponderance of the evidence established more incidents of unauthorized open burning of solid waste, and continuing unauthorized mechanical compaction of processed and unprocessed material at the North Yard. Petitioners' Response and Explanation Approximately two and one-half years before the date of the hearing in this case, Hurricane Irma, a category four hurricane, made landfall in the state of Florida. It was September 10, 2017, and Hurricane Irma significantly impacted the southwest coast of Florida, where Petitioners' facilities are located. Hurricane Irma caused extensive damage, including the destruction of trees, vegetation, and other horticultural waste which required disposal. Massive amounts of such yard waste and horticultural debris were deposited on roadways and streets throughout Lee County, creating a significant issue that needed to be addressed by local governments, and state and federal agencies. Due to the threat posed by Hurricane Irma, the state of Florida declared a state of emergency on September 4, 2017, for every county in Florida. This state of emergency was subsequently extended to approximately March 31, 2019, for certain counties, including Lee County, due to the damage caused by Hurricane Irma. An overwhelming volume of material needed to be processed and disposed of following Hurricane Irma. The Petitioners' facilities were inundated with material brought there by Lee County, the Florida Department of Transportation, the Federal Emergency Management Agency, and others. After Hurricane Irma, haulers took considerable time just to get the materials off the streets, and processors like the Petitioners, ran out of space because there was limited space permitted at the time. As a result, these materials stacked up and had to be managed over time at facilities, including Petitioners' facilities. To accommodate the material, Petitioner MW-NFM added the temporary site that was labeled the "lake pile" or "southern unprocessed yard trash debris pile" in Department inspection and compliance reports of the North Yard. In order to address the volume of material on the site after Hurricane Irma, Petitioner MW-NFM requested approval from the Department to move the material off-site to other locations in order to reduce the size of the piles at the North Yard's lake pile. For reasons that remain unclear, such authorization was not obtained, and Petitioner MW-NFM believes that this would have size-reduced the piles and prevented accumulation of material in violation of Department rules. In order to process the North Yard's lake pile and move it off-site more quickly, Petitioner MW-NFM requested permission from Lee County and the Department to grind unprocessed material on site, which would have size-reduced the lake pile and allowed it to be moved off-site more quickly. Because existing zoning did not authorize this grinding, the request was denied in spite of the fact that a state of emergency had been declared which Petitioner MW-NFM believes would have permitted such an activity. This further hampered Petitioner MW-NFM's ability to size-reduce the lake pile leading to more issues with hot spots and fires. Because the material was of such volume, and was decomposing, a major fire erupted in 2018 at the North Yard's lake pile. Petitioners' fire safety engineer, Jeff Collins, wrote reports to address this issue and recommended to the local fire department that the pile be smothered in dirt until the fire was extinguished. The request was denied by the Bayshore Fire District, which instead directed that Petitioners break into the pile in order to extinguish the fire. When Petitioners did so, the piles immediately erupted into flames as predicted by Petitioners' fire safety engineer. Moving the smoldering material to the South Yard also led to fires at the South Yard. In spite of the large volume of material at the North Yard's lake pile, Petitioners made steady progress in size reducing the material and moving it off-site. However, as of the date of the final hearing, both the North Yard and the South Yard were still completely full of large, tall, and long piles of processed and unprocessed material except for a perimeter roadway around each site and paths that meandered between the piles themselves. Mechanical Compaction Each party presented testimony regarding the question of whether Petitioners' facilities violated the prohibition that any processed or unprocessed material shall not be mechanically compacted. The parties disagreed over how the prohibition against mechanical compaction was applied to yard trash transfer facilities. In March of 2018, Petitioners' representative, Denise Houghtaling, wrote an email to the Department requesting clarification of the Department's definition of "mechanical compaction" because it is undefined in the rules. On April 3, 2018, Lauren O' Connor, a government operations consultant for the Department's Division of Solid Waste Management, responded to Petitioners' request. The response stated that the Department interprets "mechanical compaction" as the use of heavy equipment over processed or unprocessed material that increases the density of waste material stored. Mechanical compaction is authorized at permitted disposal sites and waste processing facilities, but is not permissible under a registration for a yard trash transfer facility.2 Mechanical compaction contributes to spontaneous combustion fires, which is the primary reason for its prohibition at yard trash transfer facilities. Petitioners' interpretation of mechanical compaction as running over material in "stages" or "lifts" was not supported by their expert witnesses. Both David Hill and Jeff Collins agreed with the Department's interpretation that operating heavy equipment on piles of material is mechanical compaction. The persuasive and credible evidence established that Petitioners mechanically compact material at their facilities. Mechanical compaction was apparent at both sites by either direct observation of equipment on the piles of material, or by observation of paths worn into the material by regular and repeated trips. Department personnel observed evidence of mechanical compaction on eight separate inspections between December 2017 and January 2019. Additional compaction was observed at the South Yard on June 7, 2019, and in aerial surveillance footage from August 28, 2019, September 5, 2019, January 30, 2020, and February 12, 2020. Petitioners' fire safety engineer, who assisted them at the North Yard lake pile, testified that the fire code required access ramps or pathways for equipment onto the piles in order to suppress or prevent fire. However, Captain Underwood and Fire Marshal Lennon testified they do not and have never required Petitioners to maintain such access ramps or paths on the piles. The fire code provision cited by Petitioners' expert does not apply to their piles. See Tr. Vol. II, pgs. 78-80. In addition, Fire Marshal Lennon testified that placing firefighting equipment on top of piles is not an acceptable and safe way to fight fires at the site by his fire department. 2 Rule 62-701.710 prohibits the operation of a waste processing facility without a permit issued by the Department. See also Fla. Admin. Code R. 62-701.803(4). Rule 62- 701.320(16)(b) contemplates the availability of equipment for excavating, spreading, compacting, and covering waste at a permitted solid waste disposal facility. Despite receiving clarification from the Department in April of 2018, Petitioners choose to ignore the Department's prohibition against mechanically compacting unprocessed or processed material piles. In addition, the persuasive and credible evidence suggests that Petitioners blanket the piles with dirt to both suppress fires and accommodate the "access roads" or "paths" on the piles.3 Ultimate findings The persuasive and credible evidence established the violations cited in the Department's registration denial for the North Yard. The Department also established by a preponderance of the evidence the alleged subsequent violations through to the time of the final hearing. The persuasive and credible evidence established the violations cited in the Department's registration denial for the South Yard. The Department also established by a preponderance of the evidence the alleged subsequent violations through to the time of the final hearing. The persuasive and credible evidence established that Petitioners did not consistently comply with Department rules over the two and one-half years prior to the final hearing. However, Petitioners established through persuasive and credible evidence that because of the impacts of Hurricane Irma, and the subsequent circumstances, they could not have reasonably prevented the violations. The totality of the evidence does not justify labeling the Petitioners as irresponsible applicants under the relevant statute and Department rule. However, Petitioners did not provide reasonable assurances that they would comply with Department standards for annual registration of yard trash transfer facilities. 3 The evidence suggests that Petitioners may prefer to follow the advice of their hired experts with regard to the practice of mechanical compaction and blanketing the piles with dirt. See, e.g., Petitioners' Ex. 16. However, the evidence suggests that the experts' level of experience is with large commercial composting and recycling facilities that may be regulated by solid waste management facility permits and not simple annual registrations.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection enter a final order denying Petitioners' annual registration renewal applications for the North Yard and South Yard. DONE AND ENTERED this this 17th day of September, 2020, in Tallahassee, Leon County, Florida. S FRANCINE M. FFOLKES Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 17th day of September, 2020. COPIES FURNISHED: Clayton W. Crevasse, Esquire Roetzel & Andress 2320 First Street, Suite 1000 Fort Myers, Florida 33901 (eServed) Sarah E. Spector, Esquire Roetzel & Andress 2320 First Street, Suite 1000 Fort Myers, Florida 33901 (eServed) Carson Zimmer, Esquire Department of Environmental Protection Mail Station 49 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 (eServed) Lea Crandall, Agency Clerk Department of Environmental Protection Douglas Building, Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 (eServed) Justin G. Wolfe, General Counsel Department of Environmental Protection Legal Department, Suite 1051-J Douglas Building, Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 (eServed) Noah Valenstein, Secretary Department of Environmental Protection Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 (eServed)
The Issue The issues in this case are whether Franklin County (County) violated the law by placing unauthorized construction debris and material within a permitted revetment seaward of the coastal construction control line (CCCL); and whether the County should be required to take corrective action to remediate this violation.
Findings Of Fact Count I Since an undisclosed date in the late 1970s, the County has owned and maintained that portion of County Road 370, also known as Alligator Drive, located at Alligator Point in the southeastern tip of the County. Before then, the road was classified as a secondary road owned and maintained by the Department of Transportation (DOT). Sometime during the late 1970s, the Legislature transferred the ownership and control of some secondary roads, including County Road 370, from the State to local governments. A revetment is a man-made sloping structure, typically using rock boulders, designed in this case to protect County Road 370 from coastal erosion by absorbing the energy of incoming water from the Gulf of Mexico. It is the only structure protecting that roadway from the open winds and waters of the Gulf of Mexico. In regulatory parlance, a revetment is "armoring," also known as a "rigid coastal armoring structure" within the meaning of Florida Administrative Code Rule 62B- 33.002(5) and chapter 161. The Department has established a CCCL for the County. A permit is required before any person may conduct construction activities seaward of that line. However, if public infrastructure is threatened or damaged by erosion related to a storm event, as an emergency measure, a local government may construct a temporary armoring structure without first obtaining a permit from the Department. See § 161.085(3), Fla. Stat. Once the temporary structure is installed, the local government has 60 days in which to remove it or file an application for permanent authorization of the structure. See § 161.085(6), Fla. Stat.; Fla. Admin. Code R. 62-33.0051(5)(g). Construction debris may not be used for emergency protection. See § 161.085(6), Fla. Stat.; Fla. Admin. Code R. 62B-33.0051(5)(f). Construction debris is defined as "material resulting from the demolition of a structure" and does not "include such material which has been sorted, cleaned, and otherwise processed such that it meets the suitability criteria for armoring materials set forth in this rule chapter." Fla. Admin. Code R. 62B-33.002(15). On October 5, 1971, the Department of Natural Resources (DNR), which was later merged into the Department, issued to DOT Permit No. BBS 71-33 for the construction of a rock revetment on the south side of County Road 370 in the area that is the subject of the Amended NOV. See Department Ex. 2, ¶9. A Final Order issued by DNR on May 29, 1986, states in part that while the project was never constructed, "[s]ince 1971, DOT did place loose rock and rubble debris on several occasions in noncompliance to any engineering design and without construction." Id. However, a Department inspection in 1996 revealed that no debris was located within the area where the current revetment is built. See Finding of Fact 6, infra. On May 29, 1986, DNR issued to the County CCCL Permit No. FR-204 for the construction of a 1,500-foot rock revetment seaward of the established CCCL and adjacent to portions of County Road 370 abutting the Gulf of Mexico. See Department Ex. 2. The revetment was located approximately 350 feet east of DNR's [now Department] reference monument R-211 to approximately 150 feet west of DNR's reference monument R-213. Id. at ¶ 1. On November 7, 1994, the Department issued to the County CCCL Permit No. FR-446 for the re-construction of the original revetment authorized in 1986 and extension of the eastern limits of the structure. The revetment is located approximately 540 feet west of Department reference monument R-212 to approximately 140 feet east of Department reference monument R-213. See Department Ex. 3. The permit did not authorize placement of any construction debris within the revetment. On February 5, 1996, the County certified that the revetment was constructed in compliance with the permit. See Department Ex. 4. A final site inspection performed by the Department revealed that no unauthorized construction debris or other material had been placed in the permitted revetment. See Department Ex. 5. In July 2005, Hurricane Dennis made landfall in the Florida Panhandle causing damage to the shoreline along County Road 370. As an emergency measure after the storm event, the County replaced rock boulders that had been displaced back into the rock revetment seaward of the CCCL. It also placed unauthorized concrete debris and other debris material within the footprint of the rock revetment seaward of the CCCL. The unauthorized debris material has never been removed. Such debris poses a potential safety hazard to the public. On September 11, 2006, the County submitted to the Department an application for a joint coastal permit, which would authorize a 2.9-mile beach and dune restoration project along a segment of the Alligator Point shoreline. In 2007, a Department site inspection (attended by County officials and its consultant) revealed the presence of concrete debris and other debris material stacked on top of and intermixed with the previously permitted rock revetment. The purpose of the site inspection was to have the County's consultant formulate a debris removal plan, which would be incorporated as a condition in the joint coastal permit and sovereign submerged lands authorization. An enforcement action was not initiated because the debris removal plan, if completed, would resolve the violation. On May 11, 2011, the County's application for a joint coastal permit was approved and Permit Number 0269516-001-JC was issued. See Department Ex. 6. Special Condition 5 of the permit gave the County specific instructions on how to remove the construction debris within the previously-permitted rock revetment and included a requirement that it be placed in an upland disposal site. Id. at p. 6 of 23. An attachment to the permit identified the debris and derelict structures to be removed. However, the County has never undertaken the beach re- nourishment project or completed any of the work relating to the debris removal plan. This is because the voters of the County rejected the funding mechanism for the project several years before the permit was issued. On January 9, 2012, the Department conducted an inspection of the site to document how much debris was in the revetment and where it was located. The inspection revealed the presence of a significant amount of concrete debris and other debris material scattered throughout the revetment and continuing eastward. See Department Ex. 7. A NOV was issued after the inspection. On March 8, 2012, a follow-up inspection was conducted by the Department and County representatives. The conditions observed at that time were essentially the same as those present during the January inspection. During the March inspection, a County representative pointed out several pieces of concrete debris that he believed were the remains of an old swimming pool from an upland property that had been placed on top of the revetment after a storm event. Prior to that time, the County had taken no steps to remove this debris, and it had never notified the Department that concrete pool debris had been placed in the revetment, apparently by an unknown third party. An Amended NOV was issued on August 31, 2012, which added a Count II, relating to the area east of the permitted revetment, and identified the corrective action to be taken by the County for both Counts. The corrective action for Count I requires the County, within 60 days of the effective date of a final order in this proceeding, to remove all construction debris and other debris material, seaward of the CCCL, from and adjacent to the footprint of the previously permitted rock revetment. It further requires the County to promptly dispose of all debris at an appropriate disposal facility landward of the CCCL. If compliance with these conditions requires the County to remove the debris during the Atlantic hurricane season, the time frame to complete the removal activity shall be within 60 days after the end of that season. Except for a contention that it is not responsible for removing all of the debris in the revetment, the County does not dispute the charges in Count I. See Stip., ¶ 7.a. In an effort to limit its liability, the County points to language in a 1986 DNR Final Order, which states in part that "loose rock and rubble debris" was placed in the revetment footprint by DOT "on several occasions" in the 1970s. Department Ex. 2, ¶ 9. However, a Department inspection of the site in 1996 just after the structure was rebuilt determined that there was no unauthorized debris in the footprint of the permitted revetment. The results of that inspection were not credibly disputed. The County also contends that other debris may have been placed in or on top of the revetment by unknown third parties after various storm events in later years. But even if this is true, it is the responsibility of the property owner, in this case the County, to remove the debris. The County also seeks "equitable relief" on the ground it lacks the necessary finances to perform the corrective action. The County Director of Administrative Services stated that due to the recession, the property tax base has been cut in half (from $4.1 billion to $1.9 billion) between 2006 and 2011, essentially cutting ad valorem property taxes by 50 percent. The County further points out that the Federal Emergency Management Agency (FEMA) is not a source of funding to correct the violations. Several years ago, FEMA funding was available to the County on a one-time basis to either construct a bypass road for portions of Alligator Drive adjacent to the previously permitted rock revetment or to maintain the rock revetment. Based upon FEMA's recommendation, the County opted to build a bypass road, which is approximately 75 percent completed, with the remainder temporarily delayed due to pending condemnation litigation with an affected property owner. However, the County described the bypass road as being far less safe than County Road 370 because the bypass road has sharp turns, poor driving visibility, and a much smaller right-of-way (52 feet versus 80 to 100 feet for County Road 370). In any event, FEMA funding for performing revetment-related work adjacent to County Road 370 is no longer available. Finally, the County estimates that there are "a hundred [truck] loads of material to be removed from this area," and if the debris is removed, it will "reduce the volume of protection that [the road] currently [has]" and increase the risk of the road failing. The County suggests that even if the debris is removed, it has no money to then restore the structural integrity of the revetment. If that part of County Road 370 becomes unsafe or unusable, approximately 400 homes west of the revetment will lose the only paved hurricane evacuation route from the coastline, and emergency services may not be able to quickly access the area. As discussed in the Conclusions of Law, despite these unfortunate circumstances, the financial condition of the violator is not a consideration in formulating a corrective action plan. Count II Beginning in September 2000, and continuing until at least through July 2005, the County placed material, including granite rock boulders, rock, and debris material, in a location east of the previously permitted rock revetment, seaward of the CCCL. The granite rock boulders are permitted material taken from the rock revetment. A permit for a permanent rigid coastal armoring structure has never been obtained for the placement of the authorized material, and the debris material has never been removed. The construction activity is located to the east of the previously permitted rock revetment seaward of the CCCL approximately 140 feet east of Department reference monument R-213 to approximately 80 feet east of Department reference monument R-214. To address the violations in Count II, the County has agreed that within 60 days of the effective date of a final order in this case, it will submit to the Department a complete application for a rigid coastal armoring structure located between Department reference monuments R-213 and R-214 that complies with all Department requirements. All work shall be completed prior to the expiration of the permit. If a complete application is not timely submitted, or the structure is not completed prior to the expiration of the permit, the County will remove all material placed seaward of the CCCL pursuant to a Department approved debris removal plan.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department enter a final order determining that the County is liable for the violations in Count I. As corrective action, within 60 days of the effective date of a final order in this proceeding, the County shall remove the existing construction debris and other material seaward of the CCCL from within the footprint of the previously permitted rock revetment and dispose of the material at an appropriate disposal facility landward of the CCCL. If compliance with the time period requires the County to complete activities during the Atlantic hurricane season, the time frame for completing the debris removal activities is 60 days after the end of the hurricane season. It is further RECOMMENDED that, based upon the parties' agreement at final hearing, the Department also determine that the County is liable for the violations in Count II. As corrective action, within 60 days of the effective date of this Order, the County shall submit to the Department a complete application for a rigid coastal armoring structure located between Department reference monuments R-213 and R-214 that complies with all Department permitting rules and statutes. The County shall complete the permitted construction prior to the expiration of the permit. If the County does not submit a complete application within 60 days of entry of a final order, or does not construct the structure authorized by the permit prior to the expiration of the permit, the County shall remove all material placed seaward of the CCCL pursuant to a Department approved debris removal plan. DONE AND ENTERED this 29th day of January, 2013, in Tallahassee, Leon County, Florida. S D. R. ALEXANDER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 29th day of January, 2013.
The Issue The issue presented is whether Petitioner City of Opa Locka is responsible for reimbursing the Department of Transportation for the cost of relocating water and sewer lines owned and maintained by Petitioner within the State Road 916 right-of-way.
Findings Of Fact Opa Locka Boulevard and N. W. 135 Street in Dade County, Florida, are paired one-way streets between I-95 and N. W. 27 Avenue. They are located within the city limits of the City of Opa Locka and have been designated as State Road 916. Public records reveal that the portions of Opa Locka Boulevard and N. W. 135 Street which were involved in the Department’s road construction project and the right-of-way attendant to those streets were dedicated to perpetual public use by private landowners platting subdivisions between 1928 and 1956. In 1959 the City of Opa Locka transferred those roadways and rights-of-way to Dade County, Florida, so that the County would be responsible for maintaining them. In 1979 Dade County transferred its interests to the Department. The State Road 916 designation was subsequently made. The Department determined the need to improve those streets by widening them and making other improvements such as installing drainage and lighting. As the Department prepared to begin that project, it conducted a utility pre-design meeting on May 26, 1992. Such a meeting involves the Department’s employees who will be supervising portions of a road improvement project and representatives of the owners of utilities located within the area of anticipated construction. The owners of utilities are advised as to the details and extent of the anticipated construction, and they mark maps as to the location of their utilities. As the road design process proceeds, agreements are made and relocation schedules are prepared. If practical, the Department will design the road around utilities which conflict with the location of the roadway. If designing around the utility is not practical, the owner is required to relocate any utility which conflicts with the Department’s roadway or which interferes with the construction project. If the utility owner intends to relocate its own utilities, a Utility Relocation Schedule is agreed upon by the owner and the Department. If the owner requests that the Department do the relocation work and agrees to pay the costs in advance, a Joint Participation Agreement is entered into, and the Department’s contractor performs the work. The City’s consulting engineer attended the May 1992 utility pre-design meeting and attended many subsequent meetings. Subsequent meetings were also attended by the City’s public works director and the City’s project engineer. During the pre-design and design stages of the road project, the Department was able to design around all utilities or obtain voluntarily removal or relocation by all utility owners except the City. The City maintained that it could not afford to remove or relocate its water and sewer lines. Both the City and the Department were very concerned about the location of the City’s lines and about the lines themselves. The lines were made of cement asbestos and were old. Cement asbestos lines cannot withstand nearby construction and will break. Neither the Department nor the City wanted the lines to break during construction, and the Department did not want to build new roads and have the lines underneath breaking afterward, requiring re-construction. As feared, the City’s sewer line ruptured while another utility owner was relocating its utilities in the area of the City’s sewer line prior to the Department’s construction work. Further, as a result of that other utility owner’s relocation work, it was discovered that the City’s water and sewer lines within the project limits were not in fact located where the City’s maps of the lines reflected. Therefore, the City’s utilities posed a danger to the construction project, and the Department could not allow the lines to remain wherever they were. Due to the City’s position that it could not afford to remove or relocate its water and sewer lines and due to the Department’s need to proceed with the construction project, the Department and the City’s representatives agreed that the Department would issue to the City a 30-day notice to remove or relocate, but the City would not do so. The Department would then do the work for the City, and the City would reimburse the Department for its costs under a reimbursement plan yet to be negotiated. That meeting was attended by the City’s consulting engineer, the City’s former public works director, and the City’s current public works director. Everyone attending agreed that the lines needed to be replaced with newer, stronger lines. The Department agreed to issue the 30-day notice, do the work, and then seek reimbursement from the City since doing so was the only solution to the problem which would allow the road project to proceed without substantial damages and increased costs due to delay. Based upon that agreement and the City’s inability to pay the costs of relocating its water and sewer lines, no Utility Relocation Schedule or Joint Participation Agreement was entered into by the City and the Department. The City’s consulting engineer drew preliminary plans for the relocation of the City’s utilities, and the Department submitted those plans to its contractor to obtain bids for the City’s relocation work. The contractor priced the work and obtained three bids. The subcontract was awarded, the prime contractor added its overhead costs, and that became the anticipated cost. The Department kept the City advised as to additional costs as they were incurred. On July 7, 1993, the Department issued its 30-day notice to the City, expecting the City to respond in the agreed non-adversarial manner. Instead, the City requested this administrative proceeding. As the work was actually performed, the City expressed no disagreement with the materials used or the construction techniques. The City’s representatives were frequent visitors to the construction site since the actual work disclosed more problems. Not only were the City’s utilities not located where the City indicated they were but also the construction crews encountered lines which the City did not know existed. These problems caused additional delays in the project and thereby caused additional expenses to the Department. The reasonable and necessary costs incurred by the Department to remove and relocate the City’s utilities within the project limits total $791,751.07
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED THAT a Final Order be entered finding Petitioner City of Opa Locka responsible for reimbursing the Department of Transportation in the amount of $791,751.07 for the costs incurred in relocating and replacing the City's water and sewer utilities. DONE AND ENTERED this 23rd day of April, 1997, at Tallahassee, Leon County, Florida. LINDA M. RIGOT Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (904) 488-9675 SUNCOM 278-9675 Fax Filing (904) 921-6847 Filed with the Clerk of the Division of Administrative Hearings this 23rd day of April, 1997. COPIES FURNISHED: Patricia C. Ellis, City Attorney City of Opa Locka 777 Sharazad Boulevard Opa Locka, Florida 33054 Francine M. Ffolkes Assistant General Counsel Department of Transportation Haydon Burns Building, Mail Station 58 605 Suwannee Street Tallahassee, Florida 32399-0458 Ben G. Watts, Secretary Department of Transportation c/o Diedre Grubbs Haydon Burns Building, Mail Station 58 605 Suwannee Street Tallahassee, Florida 32399-0458 Pamela Leslie, General Counsel Department of Transportation Haydon Burns Building, Mail Station 58 605 Suwannee Street Tallahassee, Florida 32399-0458
The Issue Whether the costs incurred by the Department of Environmental Protection, Bureau of Emergency Response (Department) in connection with its response to Incident Number 95-SE-0248 may be recovered from Petitioners pursuant to Chapters 376 and 403, Florida Statutes.
Findings Of Fact The Department is a state regulatory agency charged with the responsibility of administering and enforcing the provisions of Chapters 376 and 403, Florida Statutes. Spill Response, Inc. (Spill Response) is a corporation which was formed in approximately 1986 or 1987, and is presently inactive and without any assets. At all times material to the instant case, George Gordon has been the sole owner, president and director of Spill Response, and, as such, has directed the operations of the corporation. Spill Response was previously in the oil spill response business, as its name suggests. At such time, it had an office in Port Everglades and stored its equipment on fenced and gated property located at 3211 Southwest 50th Avenue, Davie, Florida, on which approximately a dozen large aboveground petroleum storage tanks (surrounded by concrete containment areas) also were situated. At all times material to the instant case, the property located at 3211 Southwest 50th Avenue, Davie, Florida (FPR site) has been owned by Florida Petroleum Reprocessors, Inc. (FPR), an inactive corporation that previously was in the waste oil recovery business. The FPR site, which is presently FPR's only asset, is the subject of a pending foreclosure action initiated by Charles Green, who, at all times material to the instant case, has held a first mortgage on the property. At all times material to the instant case, George Gordon has been the president and director of FPR, and, as such, has directed the operations of the corporation. In the latter part of 1994, the storage tanks on the FPR site were no longer in commercial use. At that time, Gordon, on behalf of FPR, hired Fred Rice to clean and maintain the site in preparation for its closure. Rice was instructed to remove the petroleum residue and sludge from the tanks and from the containment areas. Rice engaged in these petroleum and sludge-removal activities on a part-time basis until the spring of 1995, when he stopped working on the project after not having received timely payment for work he had performed. Rice placed the petroleum residue and sludge that he had removed, as well the rags and other materials that he had used in the removal process, in 55-gallon drums. He filled approximately six or seven such drums. A number of other 55-gallon drums containing petroleum residue and sludge (that some person or persons other than Rice had filled) were already on the FPR site. Rice put the six or seven drums that he had filled on a truck that was parked on the site and had “Spill Response, Inc.” and “Florida Petroleum Reprocessors, Inc.” markings on its sides. The truck was owned by Spill Response and had been on the site for some time. It had no battery and was inoperable. Rice told Gordon that he had put the drums he had filled with petroleum residue and sludge on the Spill Response truck. The next time Gordon went the FPR site, in late May of 1995, he discovered that the locks on the gates had been changed and that there were vehicles and equipment on the property that did not belong there. Gordon telephoned the Davie Police Department to complain about the unauthorized use of the FPR site. A police officer was dispatched to the site to investigate. When the officer arrived on the scene, he encountered Gordon outside one of the gates. Although the gate was locked, Gordon and the officer gained access to the site by squeezing through an opening in the gate. Upon entering the site, they looked around. Based upon what they saw, they correctly "figured out" that Certified Crane and Rigging, Inc., d/b/a Certified Equipment Management Company (Certified) was storing its crane equipment and trucks on the site. At all times material to the instant case, Certified has been owned and operated by William "Skip" Walton. Walton is an acquaintance of the aforementioned Charles Green, the holder of the first mortgage on the FPR site. Certified's telephone number was painted on the equipment and vehicles it was storing on the FPR site. The police officer called the number and spoke with Walton. Following his telephone conversation with Walton, the officer informed Gordon that Walton had indicated, during the conversation, that he was leasing the FPR site from Green. Gordon advised the officer that he did not want to press criminal charges (for trespassing) against either Certified or Walton. Gordon subsequently telephoned Green. Green told Gordon that it was true that he had leased the FPR site to Walton. Green explained to Gordon that he "needed to earn some money from the property." (It had been some time since Green had received any mortgage payments from FPR or Gordon.) Gordon contacted his attorney to discuss with her what legal action, if any, he could take to regain possession of the FPR site and be compensated for the unauthorized use of the property. Gordon's attorney advised him that he "would have recourse if [he] wished to pursu[e] the matter in court," but that it might not be cost-effective for him to do so. Gordon took no action, "in court" or otherwise, to regain possession and control of the FPR site; nor did he take any action to retake possession and control of the Spill Response truck or the filled drums that were in the truck and elsewhere on the site. Furthermore, he made no effort to make sure that the drums and their contents were stored and disposed of properly, believing that the proper storage and disposal of these items were now the responsibility of the new occupant of the site. He did not return to the FPR site for over a year. On or about June 6, 1995, the Department was notified (after its regular business hours) that the Spill Response truck had been discovered abandoned on the side of the road a few blocks from the FPR site. The following day,1 Ann Meador, an Environmental Specialist III with the Department, went to the location where the truck had been abandoned and served as the Department's on- scene coordinator. The truck was in poor condition and still inoperable. It had been brought (not driven) to the location by someone other than Gordon. The truck contained 37 sealed 55-gallon drums, which were in poor condition (but not yet leaking) and had oil residue on the outside. It could not be reliably determined exactly what was in the drums without removing them from the truck and examining and analyzing their contents. Meador made arrangements for OHM Remediation Services Corporation (OHM), with whom the Department had a contract to perform such services on an emergency basis, to assist in the removal of the drums from the truck. OHM personnel (with "Level B" protective clothing and equipment) responded to the scene and removed all 37 drums from the Spill Response truck. After the drums were unsealed, their contents were examined and sampled to the extent possible2 (as were the contents of three additional drums which were filled with the "Level B" protective clothing and equipment that OHM personnel had used during the cleanup operation and then discarded). Each of the drums was assigned a number for identification purposes. To save time and money, samples from some of the drums were composited. The drums were then overpacked and taken to the Department’s hazardous waste storage facility in West Palm Beach, Florida. The Department paid OHM $7,046.93 from the Water Quality Assurance Trust Fund for the services OHM performed. In requesting OHM to perform these services and in paying OHM $7,046.93 for having done so, the Department acted reasonably and prudently. The amount it paid OHM was not excessive. The Department hired Laidlaw Environmental Services (Laidlaw) to analyze the samples that OHM had collected and to then properly dispose of the drums and their contents. Laidlaw's analysis revealed the following: drums numbered 1, 2, 3, 4, 5, 9, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 30, 34, 35, 36, 37, and 38 contained oily sludges, oil, oil mixed with water, or oily residues; drum numbered 6 contained benzene and had a flash point between 73 and 140 degrees Fahrenheit; drum numbered 29 contained benzene and lead and had a flash point of less than 73 degrees Fahrenheit; drums numbered 10 and 11 contained benzene and lead; drums numbered 7, 8, 31, 32, 33 and 39 contained benzene, lead, and cadmium. Laidlaw properly disposed of the drums based upon the results of its analysis. The Department paid Laidlaw $21,163.90 from the Water Quality Assurance Trust Fund for the services it performed. In requesting Laidlaw to perform these services and in paying Laidlaw $21,163.90 for having done so, the Department acted reasonably and prudently. The amount it paid Laidlaw was not excessive. The Department reasonably incurred other expenses (also paid from the Water Quality Assurance Trust Fund) totaling $129.82 in connection with its response to the report it had received concerning the abandonment of the Spill Response truck. The total amount the Department paid from the Water Quality Assurance Trust Fund to have the drums on the truck properly removed and disposed of was $28,340.65. It was not until Gordon received a letter from the Department advising him of the costs the Department had incurred and requesting that Spill Response and he reimburse the Department for these costs that Gordon became aware of the fact that the truck and the drums had been moved from the FPR site.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that a Final Order be entered by the Department finding that it is entitled to recover from Petitioners, pursuant to Chapters 376 and 403, Florida Statutes, the $28,340.65 in costs the Department reasonably incurred in connection with its response to Incident Number 95-SE-0248. DONE AND ENTERED this 8th day of June, 1998, in Tallahassee, Leon County, Florida. STUART M. LERNER 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 Filed with the Clerk of the Division of Administrative Hearings this 8th day of June, 1998.
Findings Of Fact The Petitioner is comprised of residents of the residential neighborhood in close proximity to the construction and demolition debris disposal site or pit maintained by Whitrock Associates, Inc.. Its President is Jim Whitfield, a party Respondent to the subject Consent Order. The Petitioner complains that illegal dumping is occurring at the disposal site, that there is no guard maintained at the gate, and that the gate is not locked when no one is present. It complains that DEP does not inspect the facility enough by only inspecting it once per year and that the facility should be closed down. Its chief objections are that refuse is being dumped in what it considers to be a stocked fishing lake. The "lake" is a borrow pit partially filled with water, which resulted when excavation of the dirt in the pit penetrated below the ground water table. The chief objections raised by the Petitioner amount to the nuisance "eye-sore" nature of the facility and the concomitant deleterious effect its presence and activity has arguably had on property values and the Petitioner's members' ability to re-sell homes. The Petitioner's standing is not contested. The Respondent is an agency of the State of Florida charged with regulating landfills, construction and demolition debris disposal sites and other such waste sites, within the purview of Section 403.161, Florida Statutes, concerning pollution discharge and, more specifically, rules contained in Chapter 62-701, Florida Administrative Code, concerning solid waste and similar materials and disposal facilities. DEP is a party Respondent to this proceeding because the Consent Order it has entered into with the owner and operator of the site, Whitrock Associates, Inc., has been challenged, within the point of entry period afforded by that Consent Order, by the above-named Petitioner. Whitrock Associates, Inc. maintains a construction and demolition debris disposal site, in the form of an excavated pit, located between Carmel Drive and Vicky Leigh Road in Fort Walton Beach, Okaloosa County, Florida. An inspection of the facility by DEP personnel on October 13, 1994 revealed the disposal of organic debris in surface water at the site, the disposal of which is illegal in ground or surface waters. It also came to DEP's attention at this time that the facility was operating with an expired general permit. Consequently, an enforcement action was initiated against the owner and operator of the facility. After extensive negotiations, the subject Consent Order resulted, which has been challenged by the Petitioner. The essential provisions of the Consent Order would require that the Respondent to it, meaning Whitrock Associates, Inc., cease disposal of construction and demolition debris at the facility, which is not "clean debris". "Clean debris" is inert debris, such as brick, glass, ceramics, and uncontaminated concrete, including embedded pipe or steel. The Consent Order provides that within 60 days of its effective date, all such non-conforming construction and demolition debris shall be removed from the water at the site and that the Respondent, Whitrock Associates, Inc., shall submit a notification of intent to use a general permit for the construction and demolition debris disposal facility to DEP. Failure to proceed to obtain the general permit would result in closure of the facility, pursuant to Rule 62-701.803(10), Florida Administrative Code. The Consent Order also provides that a $2,300.00 civil penalty and cost payment shall be made to DEP in full settlement of the matters addressed in the Consent Order. That payment shall be made within 30 days of the effective date of the Consent Order. The Consent Order then enunciates, in great detail, the manner in which future penalties will be assessed for any violation of the Consent Order and related time limits, as well as payment methods and circumstances. It also provides a means for handling of delays in compliance with the Consent Order. It provides the means for enforcement of the terms of the Consent Order. Billy Ross Mitchell is an Environmental Specialist with 14 years of experience with DEP. He works in the solid waste section. Among his other duties, he inspects solid waste disposal facilities. He has a degree in environmental resource management. Mr. Mitchell established that this is the type of facility, where, because of the disposal of inert construction debris, which does not pose a significant pollution threat, a so-called "general permit" is sufficient authorization for operation of the facility. The facility was operating with an expired general permit at the time of Mr. Mitchell's inspection, but a new general permit has since been authorized. Mr. Mitchell performed the inspection of the facility, at which he observed illegal construction debris being placed in the water at the site. DEP's rules allow inert material, such as brick, glass, ceramics, and so forth to be placed in water at the site, which, in essence, is a borrow pit. The rules forbid organic materials, such as shingles, lumber and other similar materials, which can sometimes be constituted of pollutant substances, from being placed in the surface or ground water. As shown by the Respondent's Exhibit 3, a letter from Mr. Cooley, a District Director of DEP, to Mr. Lawrence Sidel of the Petitioner, uncontaminated dirt and "clean debris", such as chunks of concrete and the like, are not considered under Florida law to be solid waste. DEP takes the position that there is no prohibition against a person using clean fill, without a required permit, to fill land or bodies of water that are not "state jurisdictional water." The water body on the Whitrock property is not a state jurisdictional lake or water body. It is an old borrow pit, wholly contained on the Whitrock property. State law allows its owners to fill it with dirt or clean fill. Whitrock is not allowed to use any material classified as "solid waste" in filling the pit, hence the violation cited to that firm in the particular mentioned above, concerning the non-inert construction debris that was placed in the water. The Respondent's Exhibit 4 is an engineer's report prepared for the Whitrock facility involving the "notification of proposed use of a general permit" process for the operation of the construction and demolition debris disposal facility. This is the general permit notification process and general permit referenced in the Consent Order. 1/ The site has been used for many years as a borrow pit for dirt fill material or sand, as well as a disposal site for construction debris. In the general permit achievement process, the owner proposes to grade the site so that the final grade is the original, natural grade, with a slight two percent top slope to promote runoff to surrounding retention swales which will be installed at the site. The soil borings reflect that at all depths tested, sand is the underlying soil at the site. The borrow pit has been excavated below the natural water table, which has resulted in ponding of water on the floor of the borrow pit. This is proposed to be filled with "clean" debris, as it is received on site. Clean debris is solid waste which is virtually inert and which poses no pollution threat to ground or surface waters, is not a fire hazard, and is likely to retain its physical and chemical structure under expected conditions of disposal or use. Examples of it are as depicted in paragraphs six and seven, supra. Clean debris disposal is thus proposed within the pit bottom to an elevation of one foot above water table, above which construction and demolition debris will be disposed. The owner of the facility will be the person responsible for operation, maintenance, and closure of the proposed disposal facility. Procedures will be followed to control the types of waste received, the unloading, compaction, application of cover, final cover, and control of storm water at the site. The existing perimeter fence will remain with a lockable gate at the entrance to the site. In accordance with Rule 62-701.803(8), Florida Administrative Code, at least one spotter/operator will be on duty when the site is operating to inspect incoming waste. If prohibited waste is discovered, it will be separated from the waste stream and placed in appropriate containers for disposal at a properly-permitted facility. A commercial dumpster is located on site for unpermitted waste and is regularly emptied by a sanitation contractor. This practice is proposed to continue with the issuance of the general permit for the construction and demolition debris facility. Construction and demolition debris filling operations will proceed from the northwest corner of the site and progress in an easterly direction along the north property fence line. Due to the depth of the existing cut, approximately 25 feet, it will take approximately three separate "lifts" of waste and compacted material in order to reach a finished grade elevation, to match the original grade of the surrounding terrain. Additional soils required for intermediate cover material and final cover will be obtained off site from other sources. Filling operations should allow for approximately a 100-foot wide working face to aide in keeping a manageable disposal area. A dozer and front-end loader will be available on the site to compact waste material into the "working face." Each lift will be six to eight feet thick. Closure of each portion of the facility will occur as waste compaction approaches original grade. Final cover, seeding or planting of vegetated cover will be placed during stages, within 180 days after reaching final-design waste elevations. The final cover will consist of a 24-inch thick soil layer, with the top six inches being capable of supporting vegetation. The site shall be graded to eliminate ponding, while minimizing erosion. Upon final cover placement across the site, the owner will notify DEP within 30 days. Storm water will be controlled via retention swales surrounding the site. The swales are sized to accommodate one-half inch volume across the site. These specifications are those proposed to be installed and operated at the site in return for the grant of the general permit and are necessary elements of the negotiations and ultimate settlement agreement reached embodied in the Consent Order. Thus, they are required by the Consent Order, should it become final agency action. Chief among the Petitioner's concerns is the matter of the alleged non-compliance of the disposal site and facility with zoning for that area and land-use ordinances, as well as concerns regarding property values, tax assessments and the inherent difficulty in re-sale of homes caused by the presence and operation of the facility. 2/ The Petitioner, whose members, among others, are a number of adjoining landowners, some of whom testified, also complains of pollution of the water body involved, the standing water in the bottom of the borrow pit. Witness Mitchell, as well as Respondent's Exhibit 4, concerning the conditions under which the general permit will be obtained and operated (conditions also repeated in the Consent Order), established that the deposition of only construction and demolition debris and clean fill in the water will pose no pollution which violates Section 403.161, Florida Statutes, and attendant rules. The terms in the Consent Order, which require the general permit and the conditions referenced in the Respondent's Exhibit 4, concerning the general permit, will result in minimal hazards of pollutants entering surface or ground waters, or in polluted air or water emanating from the site in violation of regulatory strictures, assuming frequent inspections by DEP are made to insure compliance. Thus, it has been established that the proposed Consent Order is reasonable under the circumstances. 3/
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Consent Order issued in the case of State of Florida, Department of Environmental Protection v. Whitrock Associates, Inc. be ratified and adopted as final agency action, in accordance with Chapter 120, Florida Statutes. DONE AND ENTERED this 16th day of January, 1996, in Tallahassee, Florida. P. MICHAEL RUFF, Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 22nd day of January, 1996.
Findings Of Fact At all times pertinent to the issues herein, the Respondent conducted an auto salvage operation under the name, All-States Auto Salvage, Inc., at its site located at 1331 22nd Street North in St. Petersburg. Petitioner, Department of Environmental Protection, was the state agency responsible for enforcing the terms of the rules and statutes of this state dealing with pollution of the land, air and waters of Florida. As a part of Respondent's salvage operation, it dismantled derelict automobiles to salvage parts for further use, if possible, and to obtain scrap metal for processing. This operation is carried out at its business site located on a roughly triangular piece of land in St. Petersburg bordered on one side by 13th Avenue North, by 22nd Avenue North on another side, and on the third side by a water filled ditch which ultimately empties into Booker Lake, classified as an Outstanding Florida Water. On June 9, 1991, Investigator Weeks, of the Department's Southwest District office, conducted an inspection of the Respondent's business site on the land in question, which was rented from someone else, based on a complaint filed with the Department on December 19, 1990. That complaint was that Respondent's salvage operation was discharging various types of polluting fluids from the vehicles being dismantled at the site. Mr. Weeks found that car fluids were being discharged onto the ground during engine removal. He was told by Respondent's employees that the entire site was paved with concrete under the surface dirt. Respondent confirmed that at hearing, indicating further that the eight inch concrete slab was underlaid by a non-porous plastic sheet designed to act as a barrier against seepage. Though neither Mr. Weeks or subsequent investigators who visited the site confirmed the presence of the barrier, neither was its presence disproved, and it is found such a plastic sheet indeed exists. Mr. Weeks noticed, however, that no berms existed to control and contain fluids for later collection and disposal. When Ms. Hinson, also a Department investigator, visited the site again on April 29, 1992, she did not notice any berms surrounding the property, and saw puddles of standing water which had a sheen on them indicating the presence of petroleum products. Mr. Weeks report indicates that storm water falling on the site has been washing these polluting fluids off the property and into the adjacent ditch which ultimately empties into a jurisdictional water. This ditch had distressed vegetation on the side adjoining Respondent's property. This same situation was observed by Ms. Hinson during her April, 1992 visit to the site. Ms. Hinson has an undergraduate degree in biology with minors in chemistry and physics. She is but one semester from completing her Master's degree in environmental health. Based on her education and experience, she concluded the ditch vegetation was damaged because of the contamination of petroleum products from Respondent's yard. If a concrete pad exists and is not properly pitched and sloped, it would increase wastewater runoff into the ditch, and since concrete is somewhat permeable, contaminants could leach through it into the soil beneath unless stopped and rerouted by any existing barrier. She took no water or soil samples from either the site yard or the ditch, however. No direct evidence was presented as to whether the polluted water runoff actually went into the ditch, and no direct evidence was introduced to show that the water in the ditch was ever tested for pollutants at the time of either visit. Mr. Kristensen indicated the distress to the vegetation was caused by weed control spraying by the county or the city. A check with the city office responsible for spraying in the area revealed the last spraying at that site was in October, 1993, and the only one before that was 18 months previously, in June, 1992, after Ms. Hinson's first visit. It is found, therefore, that the vegetative distress was caused by runoff from Respondent's salvage yard though no evidence of pollution was identified in the ditch water. On April 29, 1992, Ms. Hinson was asked by a member of the St. Petersburg Police Department to accompany a team on a joint inspection of Respondent's operation. This is not unusual as she receives similar requests from law enforcement agencies in the several counties which make up the Department's Southwest District. In this case, the police were going to look for stolen vehicles and wanted Ms. Hinson to look for possible environmental violations. When she went through Respondent's site on that occasion, she saw automobiles being dismantled on what appeared to her to be the bare ground to the left of the entrance to the yard. Autos awaiting dismantling were being stored to the right of the entrance. Also on the right side, progressing toward the back of the site, beyond the autos, was a large pile of tires which, she estimated to number between 1,200 and 1,800, lying against the building toward the back of the property and against the side fence. There were no fire lanes provided as the pile extended against the side of the building and the fence. Ms. Hinson saw auto parts lying on the ground all over the site. It appeared to her, from the appearance of the ground, that it was made up of a black, sticky substance smelling of petroleum, whereas regular soil in that area of town was grey and sandy. She did not dig into this covering and does not know how deep it was or whether it overlaid a concrete pad, as Mr. Kristensen asserts. She did notice puddles of fluid on the ground which had a sheen on them, and she did not see any containment efforts being made. There were barrels available for waste fluids, but it was clear to her that not all fluid was getting into them. In fact, she saw an employee removing gasoline tanks from vehicles, and this process was dripping fluid, presumably gasoline, right onto the ground. Admittedly, not much leakage occurred at any one time, but from the condition she observed on the ground, it was evident to her the practice had been going on for a long time. Ms. Hinson asked Mr. Kristensen about how fluids were accumulated, stored, and disposed of. In response, he showed her receipts indicating he had sold reclaimed oil to a processor. Receipts from 1989 - 1993, introduced at the hearing, indicate that waste oil and diesel was periodically sold to processors and in January, 1991, some 20 gallons of waste water was delivered to a recovery firm. Ms. Hinson again visited the site shortly before the hearing but did not go in. She noted, however, that the yard had far fewer vehicles on it, and the dismantled pieces are now neatly stacked. The soil still appears black, however, and the ditch still appears the same as on her previous visit. In her professional opinion, a need exists for a contamination assessment. Though the volume has been substantially reduced since her initial inspection, the contamination she observed then does not appear to have been corrected. There is a need to prevent contamination, and if some occurs, to contain it. She did not observe any control measures in progress. Sometime after Ms. Hinson's visit in April, 1992, Mr. Kristensen received a Final Order from the District Director requiring him to make certain corrections to his place of business and its operation. This Final Order was issued by mistake, however, but at no time until late in 1993 did anyone from the Department notify Mr. Kristensen of that fact or of his responsibilities in light of that mistake. Upon receipt of the Order, Mr. Kristensen set upon a course of corrective action designed to rectify the identified violations. The tire pile was reduced; a suction pump was purchased to collect standing water; an expensive piece of equipment to drain fluids from vehicles was purchased and put into operation; berms were constructed which, with the existing pitch and slope of the slab, should keep all fluids on site for mechanical removal; and all hazardous waste is now stored in a manner approved by the fire department. In addition to the above, since 1986 or before, a standing written procedure has been in existence regarding the handling of hazardous waste. Though this directive is required reading for all employees, it is obvious it was honored more in the breach than in the compliance. According to Mr. Kristensen, the soil which overlays the concrete slab is no more than one quarter of an inch thick. This would appear to be a rather conservative estimate, however. Review of the photographs introduced by both parties reveals the thickness of the mixture to be much greater. Regardless, Mr. Kristensen asserts this soil is periodically collected and dried to remove the petroleum before being put down again and used as an absorbent. This process, however, is not likely to remove more than the odor of petroleum as a result of evaporation. The actual contaminants remain. This absorbent was present as late as October 26, 1993, when the site was visited by Ms. Cangro. At the time of her visit it was raining and the ground was covered with a wet, black substance which gave off an odor of petroleum. Ms. Hinson spent between six and eight hours on this case. She earns approximately $120.00 per hour. Other expenses incurred on the matter include attorney and clerical time. No figures were provided to establish actual or estimated costs in this regard. Taken together, the evidence indicates Respondent is a person within the meaning of the pertinent statutes; automobile fluids and tires constitute solid waste within the meaning of the pertinent statutes; and Respondent's operation at the property constitutes a solid waste management facility within the meaning of the appropriate statutes.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is, therefore: RECOMMENDED that a Final Order be entered finding that Respondent has violated those provisions of Florida Statutes cited on the Department's Notice of Violation and Order for Corrective Action, and imposing such restrictions and conditions upon Respondent's continued operation as are lawful, necessary and proper under the circumstance. Costs are not assessed. RECOMMENDED this 29th day of March, 1994, in Tallahassee, Florida. ARNOLD H. POLLOCK, Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 29th day of March, 1994. APPENDIX TO RECOMMENDED ORDER IN CASE NO. 93-5517 The following constitutes my specific rulings pursuant to Section 120.59(2), Florida Statutes, on all of the Proposed Findings of Fact submitted by the parties to this case. FOR THE PETITIONER: - 3. Accepted and incorporated herein. 4. & 5. Accepted and incorporated herein. - 20. Accepted and incorporated herein. Presumed correct but not proven. - 25. Accepted and incorporated herein. Accepted as likely but not proven to have occurred. Accepted and incorporated herein. - 31. Accepted and incorporated herein. & 33. Accepted. Accepted. & 36. Accepted and incorporated herein. 37. - 39. Accepted and incorporated herein. FOR THE RESPONDENT: None submitted. COPIES FURNISHED: Tracey S. Hartman, Esquire Department of Environmental Protection 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Carl H. J. Kristensen, Jr. Qualified Representative All-States Auto Salvage Incorporated 1331 22nd Street North St. Petersburg, Florida 33713 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
The Issue The issue is whether a permit should be issued to Respondent, Lake Environmental Resources, LLC (LER), authorizing the construction and operation of a construction and demolition debris disposal facility in unincorporated Lake County, Florida.
Findings Of Fact Based on the evidence presented by the parties, the following findings of fact are made: The Parties LER, whose mailing address is Post Office Box 2872, Windermere, Florida, is a limited liability company authorized to do business in the State. LER's principals are Linwood Brannon and Richard Bazinet, both of whom have had at least ten years' experience in the operation and construction of demolition debris disposal facilities. The Department is an agency of the State that is authorized under Chapter 403, Florida Statutes (2005)2, to evaluate applications and issue permits for construction and demolition debris disposal and recycling facilities. The permit in issue here was processed, reviewed, and approved for issuance by the Department's Central District Office in Orlando, Florida. Petitioners Miriam Resto and Jim Taylor did not appear at the final hearing or otherwise present any evidence as to where they resided or how their substantial interests would be determined by the issuance of a permit. Petitioner Timothy L. McCormack resides at 11321 Valley View Road, Howey-in-the-Hills, Florida. Mr. McCormack's home is "a little over a mile" north-northwest of the proposed facility. His concern with the proposed facility is generally over contamination from the landfill, and not contamination occurring at the property. Petitioner John A. Mapp, Jr., resides at 21307 County Road 561, Clermont, Florida, which is approximately one-half mile from the proposed facility. Mr. Mapp's home is upgradient from the facility and consequently he has no "individual concerns" as to how the proposed facility would affect his home. He is concerned, however, with potential groundwater contamination from the facility. Petitioners David and Lisa Cimini did not testify at the final hearing or otherwise present any evidence as to where they resided or how their substantial interests would be determined by this proceeding. According to the Partial Pre- Hearing Stipulation filed by Respondents, however, they reside at 21423 County Road 455, Clermont, Florida, which is near the proposed facility. Background On July 26, 2005, LER filed an application with the Department for a permit authorizing it to construct and operate a facility for construction and demolition debris disposal and recycling in an unincorporated area of the County. A lengthy definition of construction and demolition debris is found in Florida Administrative Code Rule 62-701.200(27), which reads as follows: discarded materials generally considered to be not water soluble and non-hazardous in nature, including but not limited to steel, glass, brick, concrete, asphalt material, pipe gypsum wallboard, and lumber, from the construction or destruction of a structure as part of a construction or demolition project or from the renovation of a structure, including such debris from construction of structures at a site remote from the construction or demolition project site. The term includes rocks, soils, tree remains, trees, and other vegetative matter which normally results from land clearing or land development operations for a construction project; clean cardboard, paper, plastic, wood, and metal scraps from a construction project; effective January 1, 1997, except as provided in Section 403.707(12)(j), F.S., unpainted, non-treated wood scraps from the facilities manufacturing materials used for construction of structures or their components and unpainted, non-treated wood pallets provided the wood scraps and pallets are separated from other solid waste where generated and the generator of such wood scraps or pallets implements reasonable practices of the generating industry to minimize the commingling of wood scraps or pallets with other solid waste; and de minimus amounts of other non-hazardous wastes that are generated at construction and demolition projects, provided such amounts are consistent with best management practices of the construction and demolition industries. Mixing of construction and demolition debris with other types of solid waste will cause it to be classified as other than construction and demolition debris. The facility will be located on a 44.33-acre site one- half mile west of State Road 561, off County Road 455, in an unincorporated part of Lake County. Based on this description, it appears that the facility will be located east of Howey-in- the Hills, west of Tavares, and approximately half-way between Astatula and where State Road 561 crosses the Florida Turnpike to the southwest. The site presently has an active sand mine (borrow pit) that covers an area of approximately twenty-two acres. The facility intends to recycle metal, concrete, asphalt, wood chips, and PVC (polyvinyl chloride) and will serve areas in Lake County and nearby communities. In response to LER's initial application, the Central District Office submitted a Request for Additional Information dated August 22, 2005, asking for additional well and site information, operations plan details, and financial assurance clarification. On October 20, 200, LER submitted its Response to Request for Additional Information. While the application was being processed, Mr. Cimini advised the Department that two additional wells surrounded the property, including one that had recently been installed on property owned by Mr. Gary Sprauer that lies within five hundred feet of the limits of waste disposal of the facility. On November 18, 2005, the Department submitted an additional Request for Additional Information, in which it brought up the fact that Mr. Cimini had advised the Department of the existence of these wells. On November 28, 2005, LER submitted its Response to Request for Additional Information, in which it stated that only one well, which belonged to a Mr. Sprauer, had been drilled within five hundred feet of the proposed facility; that there was no electricity to the well; that the nearest residence was approximately seven hundred feet away; and that the well was not approved or being used as a potable water well. Therefore, LER asserted that the Department should not treat the Sprauer well as a potable water well subject to the five-hundred-foot setback from potable water wells for landfills established in Florida Administrative Code Rule 62-701.300(2)(b). LER's submittal provided additional information on the geology and operational aspects of its proposed facility. On December 6, 2005, LER submitted additional information in response to items discussed at a meeting held between the Department and LER on December 2, 2005. The submittal contained further information about potential drinking water wells around the proposed facility, and LER reasserted that the Sprauer well should not be treated by the Department as a potable drinking water well. Based upon its own investigation, however, the Department concluded that the Sprauer well "was a bona fide drinking water well for domestic supply." On January 6, 2006, Mr. Bradner, a Department solid and hazardous waste program manager who was assisting in the processing and review of the application, wrote a memorandum to the file confirming that the Department considered the application complete as of December 6, 2005. On February 10, 2006, LER provided additional hydrologic and operational information in order to try to convince the Department not to apply the five-hundred-foot setback to the Sprauer well. This information showed that the Sprauer well would be upgradient from the proposed facility. The Department allows waste to be placed within five hundred feet of an existing potable water well based upon site-specific conditions as demonstrated by an applicant. See Fla. Admin. Code R. 62-701.300(2)(b). On March 27, 2006, in response to the Department's comments on its submittal of this additional information, LER submitted further hydrologic and modeling information to support its contention that groundwater flowed away from the well belonging to Mr. Sprauer. On April 27, 2006, LER provided the Department with further refinement of its groundwater model to demonstrate that there would be no impact to the Sprauer well. On May 4, 2006, the Central District Office issued notice of its intent to approve the application and issue a permit to LER. Of significance here is the fact that the Department did not require LER to install a liner and leachate collection system. This was consistent with the terms of Florida Administrative Code Rule 62-701.730(4)(a), which does not require a liner unless the Department demonstrates that the facility is "reasonably expected to result in violations of ground water standards and criteria." On May 17, 2006, Petitioners filed their Petition challenging the issuance of the permit. As grounds, Petitioners alleged that there is a substantial risk that the surrounding groundwater will be contaminated by leachates from the facility, and that the Department should accordingly require LER to (a) install a liner and associated leachate recovery system in their facility and (b) post a surety bond necessary to maintain the system in good working order and to fund a toxic cleanup should it become necessary. The Proposed Project Among other things, the application included an engineering report, an operations plan, a geotechnical evaluation of the stability of the site, a hydrological investigation, a stormwater management plan, a reclamation and closure plan, and financial assurance documentation. These elements are required by Florida Administrative Code Rule 62- 701.730, which governs this type of application. The proposed facility is to be located on a 44.33-acre parcel in a rural area that has been the site of a sand and clay borrow pit. The pit has been mined for the last thirty years, has been permitted by Lake County as a mine since 1986, and before being used as a mine was the site of an orange grove. As explained by Mr. Golden, the proposed facility's project manager, the site is "high and dry" and "a good site for a landfill." The water table is at least one hundred feet below the ground surface. There is a confining layer of clays and sandy clays approximately one hundred fifty feet below the ground surface at the site of the proposed facility, and the layer has very low hydrologic conductivity, that is, 1,000 to 10,000 times less permeable than the surface sands. The Floridan Aquifer is approximately two hundred feet below ground surface. The horizontal velocity of the groundwater at the site is approximately two feet per year, and the vertical velocity about 1.3 inches per year. As a result, the groundwater monitoring system at the proposed facility would detect any contamination that might be emitted. In addition, approximately twenty feet of dry soils underlying the landfill would absorb whatever comes out of the landfill to begin with, just like a septic tank. The confining layer would be approximately one hundred to one hundred twenty feet below the landfill base and would be anywhere from twenty to forty feet deep. As a result, it is highly unlikely that any potential contaminants that hypothetically might be emitted from the facility would ever reach the Floridan Aquifer. The Proposed Permit On May 4, 2006, the Central District Office issued its intent to issue the permit. Attached to that intent to issue was a Draft Permit. The Draft Permit restricts disposal of solid waste exclusively to construction and demolition debris (as defined in the rule cited above) and requires LER to comply with an Operations Plan developed by LER. Among other things, the Operations Plan provides for operators trained in spotting and turning away unacceptable waste and other screening procedures to ensure nondisposal of unacceptable waste. The Operations Plan exceeds minimum Department rule requirements. The Operations Plan prohibits disposal of CCA (chromated copper arsenate) pressure treated wood and has a special screening procedure to ensure that these wood products do not come into the facility. The Draft Permit requires LER to install a system of groundwater monitoring wells that surround the property at both shallow and deep depths to detect any potential contaminants coming off of the site. Thus, LER will be required to monitor the surficial aquifer, the Floridan Aquifer, and adjacent wells to ensure protection of area groundwater. The wells will act as a form of early warning indicator so that corrective action can be undertaken in the event the wells show a potential threat to drinking water beyond the property boundary of the proposed facility. The Draft Permit requires two wells to be installed immediately to the north of the Sprauer well, even though it is upgradient from the site. To be conservative and prudent, the Department is requiring that the number of wells that LER must install be substantially greater than the minimum required under Department rules. Based upon the hydrologic evaluation and the proposed permit conditions, Mr. Golden concluded that LER has provided reasonable assurance that the proposed facility will not discharge pollutants in contravention of Department standards or rules. Mr. Bradner agreed with this conclusion and likewise concluded that LER had provided reasonable assurance that the proposed facility will comply with all of the required statutes and rules. The weight of the evidence supports these conclusions. The weight of the evidence also supports Mr. Golden's conclusion that based upon the hydrologic evaluation and the proposed permit conditions, the proposed facility will not be a source of contamination for wells within or greater than five hundred feet of the proposed facility. In the same vein, Mr. Bradner determined that the Sprauer well was the only existing potable drinking water well within five hundred feet. Both experts concluded that the Sprauer well would not be adversely impacted based upon the Department's review of the groundwater modeling data provided to it by LER. Finally, the weight of the evidence supports Mr. Golden's conclusion that, based upon the hydrologic evaluation and the proposed permit conditions, the Department should not require LER to install a landfill liner at the proposed facility. Mr. Bradner agreed with that conclusion. Petitioners' Objections In their Petition, Petitioners have raised the following objections to the issuance of a permit: That because the proposed facility would have no liner, the local environment and drinking water supplies would not be adequately protected from contamination; That the application significantly underestimates the amount of recharge to local aquifers; That the application ignores or underestimates the ecological fragility of the area; and That the location of the Sprauer well should require a reconfiguration of the footprint of the proposed facility. As relief, the Petition asks that the Department require a liner and associated leachate recovery system and adequate financial assurance to ensure proper operation and cleanup if necessary. During opening argument, Petitioners raised one more issue not previously raised in their Petition — - the potential cumulative impacts of the proposed facility in conjunction with two other landfills in the area. This allegation was not timely raised, however, and has been disregarded. The positions taken by Petitioners (other than cumulative impacts) appear to be interrelated, that is, the Department should require a liner because the area is ecologically fragile and recharge is greater than calculated by LER. In support of their position, Petitioners first presented the testimony of Mr. McCormack, who is engaged in the commercial nursery and landscaping business. Mr. McCormack identified the presence of CCA treated wood as his main concern from a contamination standpoint. His concern is that a possible spread of leachate will result from mingling the wood with rainwater or groundwater and that the surrounding groundwater (which ultimately flows into Double Run Springs, the Harris Chain of Lakes, and the Floridan Aquifer) would be adversely impacted. Mr. McCormack estimated that the edge of the Double Run Springs system was approximately 2,500 feet, or around one- half mile, from the site. He expressed the opinion that it was physically impossible to remove such wood prior to its being landfilled. Mr. McCormack conceded, however, that he was not an expert on landfill management or hydrology and had no personal experience with the operation of a landfill. There is specific language in LER's Operations Plan prohibiting the disposal of CCA treated wood and requiring best management practices to enforce the prohibition against the disposal of CCA treated wood. This requirement is mandatory, and not voluntary, and provides reasonable assurance that CCA treated wood would not be a potential source of contamination. The testimony of expert witnesses Bradner and Golden, who expressed this view, is accepted as being more credible on this issue. Petitioners also presented the testimony of Mr. Mapp, who critiqued the hydrological investigation performed by LER by asserting that the recharge to the Floridan Aquifer is four or five times the amount stated in the application. He also opined that LER's evapotranspiration rates were understated.3 Mr. Mapp is a systems analyst for Lockheed Martin Missiles and has a master's degree in business and an undergraduate degree in physics. While highly educated, Mr. Mapp has no prior experience in any kind of hydrologic, geologic, chemical, or similar types of analyses, or any analyses of the rate of transport of chemicals in the environment. The knowledge and opinions rendered in this case by Mr. Mapp were obtained through personal research after the permit application was filed. Mr. Mapp opined that LER's recharge calculations constitute a "significant discrepancy." He acknowledged, however, that his estimate of the true speed of downward flow of water at the site of the proposed facility was "just off the cuff" and did not factor in the effects of applying cover to, and the filling and capping of, the landfill. He did not know how fast particular contaminants may migrate through the groundwater or what volume of waste might be necessary to cause a violation of groundwater quality standards. He also could not give a specific calculation of where a contaminant might be located after a set period of years. Unlike the other experts in this case, the witness had not calculated Floridan Aquifer recharge rates or otherwise used Darcy's Law.4 Even if the permit application underestimated the recharge rate, the thickness of the confining layer below the base of the proposed facility, which was conservatively estimated, would cause groundwater to flow horizontally, not vertically, once the confining layer is reached. As explained by Mr. Golden, LER did not rely exclusively on the recharge calculations that Mr. Mapp relied upon in determining recharge rates. Separate information regarding the permeability of the confining layer provides additional support for the recharge calculations. Mr. Mapp also opined that LER's evapotranspiration rate calculations were underestimated, based upon his review of a study of a deforested site elsewhere in the Lake Wales Ridge. He assumed the evapotranspiration rate in that study (for a site located fifteen miles away) would be applicable to the site of the proposed facility, and he then assumed that the evapotranspiration rate identified in the permit application for the proposed facility would be applicable only to the properties adjacent to the proposed facility. There is, however, no scientific basis for drawing an analogy between the borrow pit that is the location of the proposed facility and the deforested site with different geological characteristics about which Mr. Mapp read in the study he relied upon for his conclusions. Furthermore, LER undertook site-specific analyses of the permeability of the soils underlying the site of the proposed facility, whereas Mr. Mapp's calculations were based upon assumptions drawn from a study of a site fifteen miles away. The testimony of Mr. Golden is found to be credible and persuasive on this issue. Finally, there was no evidence concerning Petitioners' contention that LER should post a surety bond necessary to maintain the system in good working order and to fund a toxic cleanup should it become necessary. Therefore, no modification to the permit in this respect is required.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection enter a final order granting the application of Lake Environmental Resources, LLC, for a permit authorizing the construction and operation of a construction and demolition debris disposal and recycling facility in unincorporated lake County. DONE AND ENTERED this 8th day of November, 2006, in Tallahassee, Leon County, Florida. S DONALD R. ALEXANDER 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 8th day of November, 2006.
The Issue Whether the City of Jacksonville has provided reasonable assurances that a proposed modification of its permit to operate the City of Jacksonville North Sanitary Landfill by allowing an additional 35 feet of waste to be disposed of in Phase IIIb of the City of Jacksonville North Sanitary Landfill will not cause pollution in violation of any of the provisions of Chapter 403, Florida Statutes, or the rules promulgated thereunder? Whether the City of Jacksonville proposed modification of its permit to operate the City of Jacksonville North Sanitary Landfill by allowing an additional 35 feet of waste to be disposed of in Phase IIIb of the City of Jacksonville North Sanitary Landfill should be denied because of alleged violations of the City of Jacksonville's permit or Florida law?
Findings Of Fact Introduction. The City of Jacksonville North Sanitary Landfill. The City of Jacksonville (hereinafter referred to as the "City") operates two solid waste disposal facilities. One, the City of Jacksonville North Sanitary Landfill (hereinafter referred to as the "North Landfill"), is located at the intersection of New Berlin Road and Island Drive in the northern part of the City and Duval County, Florida. The North Landfill is operated pursuant to permit #SC16-12205 (hereinafter referred to as the "Permit"), issued by the Department on June 6, 1988. The Permit was issued "for operation of the City of Jacksonville North Sanitary Landfill, Phases I, II, and 111a; and of a new disposal area at the North Sanitary Landfill, Phase IIIb." The area in which the North Landfill is located is generally commercial property, with some rural and residential property: The North Landfill is bounded on the north by unimproved land owned by the City. This property stretches to Cedar Point Road. A few parcels within the property owned by the City to the north of the North Landfill are owned by others, including Mr. and Mrs. Leigh. The property to the east of the North Landfill is also unimproved property. It is owned by the St. Johns River Power Park. The St. Johns River Power Park is a power plant facility operated as a joint venture by the City, the Jacksonville Electric Authority and Florida Power and Light. The plant is located on the southern boundary of the North Landfill. The west boundary of the North Landfill is New Berlin Road. The property to the west of New Berlin Road is owned by a number of persons, including M & M Dairy. Phase IIIb of the North Landfill is located in the northeast quadrant of the landfill. The North Landfill primarily serves northern, and a part of western, Duval County. Approximately 3,000 tons of solid waste is disposed of each day in Jacksonville. Approximately 55% of the solid waste is disposed of at the North Landfill. The solid waste disposed of at the North Landfill consists primarily of mixed municipal solid waste and commercial solid waste. The North Landfill is open seven days a weeks from 5:00 a.m. to 11:00 p.m. All phases of the North Landfill are permitted to a height of 75 feet. The land on which the North Landfill is located is approximately 25 to 30 feet above sea level. Therefore, approximately 45 to 50 feet of solid waste can be disposed of at the North Landfill. All phases of the North Landfill have some remaining capacity for the disposal of additional solid waste. The Petitioners. Ms. Holzendorf's residence is approximately ten miles from the North Landfill. Her office is located approximately seven miles from the North Landfill. She does not own any real property located in the immediate vicinity of the North Landfill. Ms. Holzendorf can smell the odor from the North Landfill at her residence when the wind is blowing from the North Landfill toward her residence. Ms. Holzendorf is a Florida State Representative for District 16. District 16 includes the population of approximately one-third of Duval County, The North Landfill is located within District 16. Ms. Holzendorf has received complaints from some of her constituents about the North Landfill. Ms. Holzendorf drives by the North Landfill approximately twice a week. She has visited the site on several occasions. Robin G. and Geraldine Leigh own real property adjacent to Cedar Point Road. The land is unimproved except for a well. The Leigh's land is located north of the unimproved City property located adjacent to the northern boundary of the North Landfill. The Leighs' land is approximately three-fourths of a mile from the North Landfill. The City's Proposal. On August 3, 1988, the City filed an application with the Department for a modification of its Permit. In its application the City requested a "construction permit modification" of its Permit consisting of "extending the height of Phase IIIb of the North Landfill to a constructed elevation including final cover of no greater than 110 feet, NGVD." The City's requested modification of the Permit will provide the City with an additional six months of solid waste disposal capacity. The Department proposed to grant the City's requested modification. The Department issued a proposed Permit modification (hereinafter referred to as the "Modified Permit"). Structural Design of Phase IIIb. Leachate Control System. Waste dumped at the North Landfill is covered daily. Rain falling on the site is disposed of either as "leachate" or stormwater. Leachate is liquid which passes through, and emerges from, solid waste. Leachate on Phase IIIb of the North Landfill is collected and disposed of by a control system which was designed by George Knecht. Mr. Knecht described the leachate control system as follows: The leachate collection system consists of a two-foot drainage layer placed on top of the plastic liner. In this case the city used a plastic liner rather than a clay liner. It's HDPE, which is high-density polyethylene, and that collects the liquid and lets it flow downhill in this drainage layer to the central point, at which point the city has installed a six-inch perforated pipe which is wrapped in a filter media, which is basically a stone, a rock, which in turn is wrapped in a filter media which is porous cloth, and the purpose is that the liquid coming through the landfill gets into this drainage layer, runs downhill in the drainage layer, goes through the filter cloth, and the filter cloth keeps the sand from penetrating into the granular rock, goes through the rock and into the pipe, and then pipes are laid in a sloping downhill direction so that the fluid, once it gets in there, runs downhill. It's collected in manholes at the end of each one of these pipes. Transcript of Formal Hearing, page 49, lines 4-23. The leachate control system of Phase IIIb was properly installed and designed. Although the Petitioners raised questions concerning the manner in which the leachate control system was installed and designed, they did not offer sufficient evidence to contradict the evidence presented by the City that the system was properly installed and designed. The evidence also failed prove that the addition of 35 feet of solid waste to Phase IIIb will adversely affect the operation of the leachate control system. The addition of 35 feet of solid waste to Phase IIIb will probably ultimately have a beneficial effect on the leachate control system of Phase IIIb of the North Landfill. When Phase IIIb reaches its currently authorized height of 75 feet, the leachate depth on the liner of the control system is expected to be an average of approximately three inches. If an additional 35 feet of waste is added to Phase IIIb, the leachate depth on the liner of the control system is expected to decrease to an average of approximately two inches. The depth of leachate on the liner of the leachate control system of Phase IIIb will not exceed one foot. Specific Condition 3 of the Permit required that the City arrange for Department representatives to inspect the facility in the company of the Permittee, Engineer, and onsite operator after completion of construction activities. Cells I and II of the leachate control system of Phase IIIb were not inspected by the Department. The Department was provided with a certification from a registered professional engineer that the installation was inspected and met state requirements. The Department normally relies upon such certificates. Stormwater Disposal System. Rainwater which does not percolate through the waste, thus becoming leachate, runs off in the form of stormwater. Stormwater will consist primarily of rain which strikes the sides of the pyramid formed by the waste deposited on Phase IIIb of the North Landfill. The existing stormwater disposal system of all phases of the North Landfill consists of a series of ditches which collect stormwater and channel the stormwater to other ditches which surround the perimeter of the North Landfill. Stormwater travels through the ditches to collecting ponds located at the northeast corner of the North Landfill. Water reaching the holding ponds is treated by sunlight, oxidation and sedimentation. Ultimately, water reaching the holding ponds runs into Brown's Creek. The existing stormwater collection system of Phase IIIb is in compliance with the Department's permitting requirements. The proposed increase in height of Phase IIIb should not have any appreciable impact on the quality of stormwater eventually emptied into Brown's Creek. Phase IIIb will be capped with an impermeable cap when it is closed. The City has had a stormwater management system designed to take into account the effect of the cap on stormwater disposal. The stormwater collection system which will be installed when Phase IIIb is closed will consist of ditch blocks which will separate the stormwater collection system of Phase IIIb from the other phases of the North Landfill. Stormwater from Phase IIIb will be directed to a new holding pond. Stormwater will eventually be discharged into Brown's Creek. The stormwater collection system which will be installed when Phase IIIb is closed will meet the requirements of Rule 17-25, Florida Administrative Code, and the St. Johns River Water Management District. The system will actually have a positive impact on water quality. Foundation. The earth beneath the leachate control system of Phase IIIb, because of the weight of the solid waste to be deposited above it, is expected to settle approximately twelve inches under 75 feet of solid waste. The addition of 35 feet of solid waste to Phase IIIb is expected to cause the earth beneath the leachate control system to settle an additional six inches for a total of one and one-half feet. The additional 35 feet of solid waste will not adversely affect the structural integrity or functional capacity of the leachate control system of Phase IIIb. The proposed 35 foot addition of solid waste should not affect the ability of the earth beneath Phase IIIb to support the loads and stress it will be subjected to. III Alleged Violations. Water Quality There is a marsh located to the northeast of the North Landfill. The marsh forms the headwaters of Brown's Creek. Brown's Creek flows into the St. Johns River, south of the North Landfill. Alfred Mintz, the former owner of Clapboard Creek Fish Camp, a fish camp located approximately four miles from the North Landfill, testified about a "black gooey substance" which was on the surface of Clapboard Creek and Brown's Creek. Clapboard Creek flows to the northeast and east of the North Landfill. It eventually flows into the St. Johns River. The substance came from the direction of the North Landfill. Mr. Mintz did not know what the substance was and was unable to identify the source of the substance. The evidence failed to prove what the substance was or that the North Landfill was the source of the substance. Anita James, a commercial fisher, testified about a "film" which she saw on Brown's Creek near the St. Johns River. The substance was not identified. Nor was the source of the substance identified. Ms. James' belief that the film came from the North Landfill is not sufficient to support a finding of fact that the film whatever it was, came from the North Landfill. Mr. Mintz and Ms. James also testified about dead and diseased fish, and a dead dolphin and a dead manatee which they had seen in Clapboard Creek, Brown's Creek and other waters in the vicinity. No competent substantial evidence was presented to prove that the deaths or the disease was caused by waste disposed of at the North Landfill. No evidence concerning what killed the fish, dolphin or manatee, or what caused the diseased fish, was presented. Specific Condition 13 of the Permit requires the City to monitor water at three points along the stormwater disposal system of the North Landfill. One of the three monitoring points is approximately one-tenth of a mile east of the North Landfill in Brown's Creek. During approximately ten years of monitoring of water conditions only two parameters, iron and coliform, have been found in excess of state standards. The evidence did not prove what the cause of the excess iron and coliform was. It is possible that the excesses were caused by leachate from Phases I, II and 111a, which do not have lined leachate control systems like Phase IIIb, seeping into the stormwater disposal system. Leachate from Phase IIIb does not aggravate the problem because the leachate control system of Phase IIIb is lined. The City and the Department entered into a Consent Agreement on July 14, 1989 (hereinafter referred to as the Consent Order). Pursuant to the Consent Order the City is required to update its monitoring of stormwater. Quarterly monitoring of 37 parameters will be required. Specific Condition 19 A 2) of the Modified Permit also specifies that 37 parameters are to be analyzed quarterly. Specific Condition 13 A 2 of the Permit only required analyses of 14 parameters. The requested modification of the Permit should not contribute or extend any adverse affect of the North Landfill on water quality. The Consent Order and Specific Condition 20 C of the Modified Permit require that the City analyze 35 parameters quarterly at four wells located inside the North Landfill. The City has contracted for the preparation of a groundwater monitoring plan consistent with the Consent Order and with the requirements of Rule 17-701.050, Florida Administrative Code. Based upon a review of a well inventory conducted by the City and groundwater studies, wells in the vicinity of the North Landfill, including the well on Mr. & Mrs. Leigh's property and the M & M Dairy, are not at risk of contamination. The requested modification of the Permit should not increase the risk of contamination of wells in the vicinity of the North Landfill. Violation of Height Limits. In 1988 the City filled some portions of Phases I, II and IIIa above their 75 foot limit. The City did not, however, intentionally violate the Permit height limits. The City exceeded the height limit of the Permit only because it believed that solid waste placed on the landfill in excess of 75 feet would eventually settle to less than 75 feet and that this was consistent with the Permits limits. The Department disputed the City's actions in exceeding the 75 foot limit for Phases I, II and IIIa in an administrative action separate from this proceeding. On July 14, 1989, the City and Department settled their dispute and entered into the Consent Order. Pursuant to the Consent Order, the City paid a fine of $1,800.00. The City also built a laser tower for use in measuring the height of the North Landfill and agreed to use it to make more frequent surveys of the landfill. The City was not required to immediately remove the excess height. The City has been allowed to wait until closure. Prior to closure the City can request permission from the Department to leave the excess height. In the modification of the Permit at issue in this proceeding, Specific Condition 3 specifically provides for the manner in which waste may be disposed of in Phase IIIb in an effort to avoid the problems with excessive height experienced with Phases I, II and IIIa. B. Litter. Specific Condition 17 of the Permit provides that [l]itter control devices shall be installed as necessary to prevent litter from leaving the disposal area. Litter outside of the perimeter of the North Landfill along the roads leading to the landfill comes primarily from trucks bringing waste to the North Landfill. A small amount of the litter also comes from the site itself. Although the trucks are not City trucks, the City's litter collection efforts have been extended to cover the main portions of the roads leading to the North Landfill. Litter around and on the North Landfill has been a problem. The City has taken a number of steps to control the amount of litter in and around the landfill: Waste deposited at the North Landfill is covered with six inches of soil. Although the City is not required to do so, six months before the formal hearing of these cases the City began covering the area of the landfill where waste is being deposited (hereinafter referred to as the "working surface") with six inches of dirt. The working surface is also located away from wind. Fences have been installed around the perimeter of the North Landfill. Fences are also placed around the working surface on windy days. Prior to 1989 the City patrolled the immediate vicinity around the North Landfill to collect litter which had not been covered. Collection was performed on a variable time schedule. Only three part-time employees participated in the collection patrols. Beginning in early 1989, the City expanded its litter collection patrols. The roads surrounding the North Landfill (New Berlin Road, Faye Road, Alta Road and Island Drive), are now patrolled daily by five full- time employees. The extent of the patrols prior to 1989 and since early 1989 is depicted on City exhibit 8. The inside of the perimeter of the North Landfill is patrolled for litter collection five days a week and on the weekend, as needed. The stormwater ditches are inspected on a daily basis. At the time of the formal hearing of these cases the stormwater ditches and retention ponds were being excavated. This process had been going on for approximately four to six months. The Modified Permit contains Specific Condition 13, which is essentially the same as Specific Condition 17 of the Permit. Additionally, the Modified Permit contains Specific Condition 8, which provides: The Permittee shall maintain litter controls to prevent litter from entering the collection ditches and from leaving the landfill site. In addition to litter control fences, the Permittee shall provide daily manual collection of litter entering collection ditches and leaving the site. Litter can best be controlled by compacting the waste, picking up litter regularly and using fences. The City has employed these methods of litter control. The City's efforts have been reasonable. The proposed increase in height of Phase IIIb will not adversely affect the amount of litter associated with the North Landfill or the City's litter collection efforts. The City is not required to continue to patrol the roads leading to the North Landfill which it is currently patrolling to pick up litter that is attributable to trucks bringing waste to the North Landfill. Odor. There is no dispute that there is undesirable odor associated with the disposal of solid waste. This is true of the North Landfill. There is undesirable odor associated with the North Landfill most of the time. The nature of the odor associated with landfill's generally, and the North Landfill in particular, was described at the formal hearing as follows: Q The odor that you noticed, is it to some degree all the time? A Some days it won't, but that's very rare. Usually it may be more. Some days it may be in the afternoon, it may not smell in the morning, it may be in the afternoon. Some days it may be in the morning and may not be in the afternoon. Q Could you quantify what percentage of the time? A Probably about 75 percent of the time. Q And you indicate that at times it's much stronger than at other times? A Yes. Q You mentioned odor from the landfill. This was back in time now a good way. When did you start noticing an odor from that landfill? A When did I first start noticing it? Q Yes. A The very day they started dumping. Q And that odor has persisted since then? A Not every -- not every single day, but yes. Q Some days you will have it, some days you won't? A Yes. Q How many years are we talking about since they opened approximately? A Well, we have been out there 17 years. . Q So, over that 14 or 15 years, is it fair to say that basically you have an odor, and some days it will be worse than the average odor, and some days `it will be better than the average odor? A Yes. Transcript, page 511, lines 9-15, page 514, lines 9-13, page 516, line 25, and page 517, lines 1-21. Specific Condition 16 of the Permit provides that 1[o]bjectionable odors originating from the site shall be effectively controlled during all phases of operation. The most effective method of dealing with undesirable odor associated with landfills is to cover the waste daily and minimize the contact of waste with water. The City has been covering the waste disposed of at the North Landfill on a daily basis. The City's efforts have resulted in the North Landfill being as odor free as a "well run" landfill can be. A City ordinance provides for citizen participation in controlling odors in Jacksonville. This ordinance is enforced by the City's Bio- Environmental Services Division. As part of enforcing the odor ordinance the City provides a 24-hour telephone service which citizens can call and complain about odors. Since January, 1988, the City has received 5,500 complaints--an average of 280 complaints a month. Complaints received about odor are investigated by nine inspectors employed by the City. If five or more validated complaints are received about an odor producer during a 90-day period, the City issues a citation. Since January, 1988, the City has received only three complaints about the North Landfill from citizens. No citations have been issued against the North Landfill. Specific Condition 16 of the Permit is included in the Modified Permit as Specific Condition 15. The Modified Permit also includes Specific Condition 6, which provides: The Permittee shall apply no less than 6 inches of compacted initial cover to the top and sides of each cell by the end of each working day, except on the working face which may be left uncovered if additional solid waste will be placed on the working face within 18 hours. An intermediate cover of one (1) foot of compacted earth, in addition to the six (6) inch initial cover, shall be applied within seven (7) days of cell completion if final cover or an additional lift is not to be applied within 180 days of cell completion. The Permittee shall ensure that an adequate quantity of acceptable cover material is available for use during each day of operation of the landfill. The modification of the Permit will not increase the odor associated with the North Landfill. It will, however, extend the period of time that odors emanate from the North Landfill. Access to the North Landfill and Dust. Specific Condition 20 of the Permit provides that "[d]ust free, all- weather access roads to the site and active disposal area, or alternative wet weather disposal area shall be maintained." This condition has been complied with by the City. This condition is included as Specific Condition 12 in the Modified Permit. The roads used to access the North Landfill are paved, two-lane roads. The lanes are twelve feet wide. The speed limit on the access roads is 45 m.p.h. Appropriate turn lanes are available. During December, 1988, New Berlin Road and the North Landfill were able to effectively handle 600 trucks per day, an average of 80 to 90 trucks an hour during peak hours. Normally, the North Landfill effectively handles approximately 300 garbage trucks and 100 cover-dirt trucks a day with a peak of approximately 60 trucks per hour. The unpaved right-of-way on the side of the roads leading to the North Landfill is worn and the source of dust. Dust associated with the North Landfill comes from the roads leading to the landfill. The evidence failed to prove that dust comes from within the perimeter of the North Landfill. Tire Storage. Whole tires have been stored and processed at the North Landfill. At the time of the formal hearing there were more than 1,000 tires at the landfill. The evidence failed to prove how long any specific quantity of tires had been stored at the North Landfill. The City has not allowed the disposal of any whole tires at the North Landfill since July 1, 1989. The City has been shredding tires at the North Landfill. At the time of the formal hearing the City had contracted for the shredding of all the tires which had been located at the North Landfill at the time the contract was entered into in early July, 1989. The contract in existence at the time of the formal hearing was scheduled to expire in October, 1989. The City, however, expected to enter into a follow-up contract to continue shredding tires. In February or March, 1989, the previous tire- shredder contractor walked off the job. Mosquitoes at the North Landfill are managed by the City's Bio- Environmental Services Mosquito Control Division. Spraying is only done "as needed", however. F. Hazardous Waste, Oil Recycling and Infectious Waste. The City has not established an independent hazardous waste disposal program, a used oil recycling program or a infectious waste disposal program. The City attempts to prevent disposal of hazardous waste, used oil and infectious waste through educating the public with signs posted at the North Landfill entrance and periodic inspections of waste disposed of at the North Landfill. The evidence failed to prove that hazardous waste, used oil or infectious waste is being disposed of at the North Landfill. The evidence also failed to prove that approval of the Modified Permit will cause the disposal of hazardous waste, used oil or infectious waste on Phase IIIb of the North Landfill. Specific Condition 5 of the Modified Permit prohibits the disposal of hazardous waste and infectious waste at Phase IIIb of the North Landfill. This condition also requires that the City provide a minimum of one spotter for each working fact of Phase IIIb to watch for unauthorized waste.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that a final order be issued by the Department approving issuance of the Modified Permit, modified by the inclusion of a Specific Condition requiring that the City continue its litter patrols as represented at the formal hearing. DONE and ENTERED this 3rd day of January, 1990, in Tallahassee, Florida. LARRY J. SARTIN Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 3rd day of January, 1990. APPENDIX Case Numbers 89-0532, 89-0569 All of the parties except the Petitioners in case number 89-0569, have submitted proposed findings of fact. It has been noted below which proposed findings of fact have been generally accepted and the paragraph number(s) in the Recommended Order where they have been accepted, if any. Those proposed findings of fact which have been rejected and the reason for their rejection have also been noted. Ms.'s Holzendorf's Proposed Findings of Fact Proposed Finding Proposed Finding Paragraph Number in Recommended Order of Fact Number of Acceptance or Reason for Rejection See 49-52. The Consent Order was entered into on July 14, 1989. The last sentence is not supported by the weight of the evidence. See 49. 80. Whether a violation of Chapter 17- 711, Florida Administrative Code, has occurred is a conclusion of law. The weight of the evidence failed to prove that there is not program for the disposal of tires. The last paragraph of this proposed finding of fact is not supported by the weight of the evidence. IV See 54-55, 61-63, 73 and 77. IV-Hazardous Waste: 86. See 87-89. The second sentence is not supported by the weight of the evidence. Argument. Not supported by the weight of the evidence. V-Used Oil Recycling Plan: 86. See 87-89. The second sentence is not supported by the weight of the evidence. 86. See 87-89. The last paragraph is not supported by the weight of the evidence. Not supported by the weight of the evidence. Not relevant to this proceeding. The Modified Permit only involves a lined portion of the North Landfill. The Department's Proposed Findings of Fact Proposed Finding Paragraph Number in Recommended Order of Fact Number of Acceptance or Reason for Rejection 1 1-3. 2 2. 3 15. 4 18-19 and 26. 5 20. 6 22-23. 7 34-36. 8 26-29. 9 32-33. 10 30. 11 41-42. 12 43. 13 37-40. 14 49. 15 61-62 and 64. 16 55. 17 56 and 58. 18 74-78. 19 80 and 82-83. The City's Proposed Findings of Fact Proposed Finding Paragraph Number in Recommended Order of Fact Number of Acceptance or Reason for Rejection Contrary to testimony of Ms. Holzendorf. Statement of law. 3-4 Hereby accepted. 5 Statement of law. 6 10. 7-8 13. 9 9. 10 1-2. 11 1-2 and 7. 12 4. 13 5. 14 1. 15 6. 16-19 3. 20 14. 21 Hereby accepted. 22 7. 23 8 and 49. 24 16. 25-26 20. 27-28 Hereby accepted. 29-30 25. 31 Hereby accepted. 32-35 22. 36-43 Hereby accepted 44 35-36. 45 Hereby accepted. 46 35. 47 See 36. 48-49 Hereby accepted. 50 44. 51-52 46. 53-58 Hereby accepted. 59 47. 60 48. 61 46. 62-63 Hereby accepted. 64 27. 65-66 43. 67 31. 68 Hereby accepted. 69 33. 70 Hereby accepted. 71 33. 72 30. 73 32. 74 43. 75 30. 76-77 26. 78 42. 79 Not relevant to this proceeding. 80 45. 81-82 Hereby accepted. 83-84 44. 85-86 49-51. 87 49. 88 52. 89 Hereby accepted. 90 55-56. 91-93 56. 94 50. 95 56. 96 59. 97-100 56. 101 55. 102 Hereby accepted. 103 58. 104-112 These proposed findings of fact correctly quote testimony presented the formal hearing. at 113 61 and 64-65. 115 72. 116 66. 117 Hereby accepted. 118 67. 119 Hereby accepted. 120 69. 121 70. 122-123 70 and hereby accepted. 124 See 65. 125 65. 126-129 See 61-62. 130-131 77. 132 Hereby accepted. 133 75. 134 Not relevant to this proceeding. 135 77. 136 79. 137-139 These proposed findings of fact correctly quote testimony presented at the formal hearing. 140 80. 141 82-84. 142 84. 143 81. 144 85. 145-147 Hereby accepted. 148 Cumulative. 149 37-38. 150-152 38. 153-155 40. 156 39-40. 157-161 Hereby accepted. COPIES FURNISHED: Lacy Mahon, Jr., Esquire Mark H. Mahon, Esquire Russell L. Healey, Esquire Lacy Mahon, Jr. & Mark Mahon, P.A. 1120 Blackstone Building Jacksonville, Florida 32202 Robin G. Leigh and Geraldine Leigh 6026 Heckscher Drive Jacksonville, Florida 32226 William H. Congdon Assistant General Counsel Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Daniel D. Richardson, Esquire Dale H. Twachtmann, Secretary Robin A. Deen, Esquire Department of Environmental Office of General Counsel Regulation Environmental Law Division 2600 Blair Stone Road City of Jacksonville Tallahassee, FL 32399-2400 Towncentre, Suite 715 421 West Church Street Jacksonville, Florida 32202
