The Issue The issue in this proceeding is whether Pinewood should be granted a permit to construct and operate an air pollution source, specifically a concrete batching plant. Petitioners contend that Pinewood has failed to give reasonable assurances that it can operate the plant in harmony with the Department's rules and regulations, and that deed restrictions on the property where Pinewood proposes to construct the plant prohibit it. Pinewood and the Department contend that Pinewood has provided reasonable assurance that the plant will not result in violation of the Department's air pollution source standards.
Findings Of Fact Pinewood is seeking to construct a concrete batching plant on Big Pine Key, Florida. The plant would be located within 1,000 feet of a body of water known as "Coupon Bight." Petitioners reside in a residential area across Coupon Bight from the plant location. Their residences are approximately one mile from the plant. If the proposed plant resulted in violations of the Department of Environmental Regulation's air pollution standards, Petitioners would suffer a degradation of their living environment. This would be especially true if the proposed plant resulted in violations of the Department's standards for particulate or dust emissions. Pinewood was formed as a corporation in August, 1981. It appears that the corporation was formed primarily to construct and operate the concrete batching plant which is the subject of this proceeding. In November, 1981, Pinewood obtained applicable construction permits from Monroe County, Florida. Pinewood ordered the plant from Stephens Manufacturing Company in Kentucky. The plant was constructed on the site during November, 1981. Anthony Paterniti, Pinewood's President, was responsible for obtaining the local permits and constructing the plant. He was not aware that permits would be required from the Department of Environmental Regulation before the plant could be constructed and operated. The Department of Environmental Regulation cited Pinewood for constructing the plant without the proper permits by initiating an enforcement proceeding. The enforcement proceeding was concluded by the Department and Pinewood entering into a consent order. Pinewood paid a fine of $250. Paterniti construed the consent order as allowing him to operate the plant. During April, 1982, the plant operated for nineteen days. The Department again initiated enforcement proceedings. These proceedings were concluded by the Department and Pinewood again entering into a consent order. During this time, Pinewood filed its application with the Department to construct and operate the concrete batching plant. The plant, while already constructed, has not operated since April, 1982. The plant, which Pinewood has already constructed and proposes to operate, is a ten yard batching plant. It batches, or loads, aggregate and cement into a cement truck, where the materials are mixed while on route to a job site. The plant is large enough to load only one truck at a time. The only air pollution that is likely to result from operation of such a plant is particulate emissions, or dust. In order to reduce these emissions, a "bag house" is installed in such a manner as to trap cement dust. The "bag house" functions in the manner of a vacuum cleaner, allowing air to pass through it, but trapping emissions. In normal use, a plant such as Pinewood's would emit approximately one-half pound of cement dust per hour into the air. Without use of the "bag house" from 7 to IS pounds per hour could be expected to be emitted. A second source of particulate emissions from operation of a hatching plant is the loose aggregate that is stored adjacent to the plant. If the aggregate is not properly stored, wind can blow it about and cause substantial emission of cement dust into the air. It is possible to virtually eliminate this source of pollution. Pinewood proposes to store loose aggregate within concrete bins. During high wind episodes, the bins could be covered. Pinewood also proposes to keep loose aggregate wet by sprinkling it with water, thus reducing that source of pollution. Other dust that might result from operation of a hatching plant such as would result from the utilization of heavy trucks in dusty areas are controllable. Pinewood has placed a firm marl base around the plant which can be kept wet during dry times. So long as the proposed concrete hatching plant is properly operated, and loose aggregate in the area is properly managed, it is not likely that emissions from the operation would result in violation of the Department's air pollution standards set out in Chapter 17-2, Florida Administrative Code. Pinewood's plant would be operated by Anthony Paterniti. Paterniti is a licensed general contractor. He is familiar with the operation of batching plants. While operating the plant is not difficult and maintenance requirements are minimal, it is necessary that proper operating and maintenance procedures be carefully observed. The property on which Pinewood proposes to operate its batching plant is owned by David S. and Judy A. Shephard. It appears that the Shephards are partners in the cement batching plant venture with Pinewood, and that they are prepared to enter into a lease agreement with Pinewood. The deed by which the Shephards obtained the property contains the following deed restriction: "The property may not be used as a site of a cement plant." Local government authorities in Monroe County have apparently interpreted this restriction to not include a concrete batching plant, but rather pertain to a cement manufacturing plant. There was testimony offered at the hearing from which it could be concluded that the intent of the restriction was to include batching plants. Petitioners have contended that there is a likelihood that operation of the plant would result in violations of water quality standards in Coupon Bight. The evidence does not sustain that contention. In an effort to get the petitioners to drop their opposition to this permit application, Paterniti wrote a letter dated June 1, 1982, to all the Petitioners. The letter included the following: I think that you all should know that the Benhams [two of the originally named Petitioners] themselves have an illegal duplex on RU-1 zoning on lot 17, block 3 Pine Channel Estates. I intend to file a zoning violation with the Monroe County Zoning Dept. and have this violation of our zoning laws investigated. I am prepared to go to court over this matter. * * * I would like to ask your group to write a letter to the DER withdrawing your request for a hearing. If you do this, I will not file the zoning violation with the county, which I intend to do this week. You leave me no other choice. The tone of this letter is certainly threatening; however, it does not stand as evidence to establish that Pinewood is incapable of properly operating a concrete batching Plant. No evidence was offered as to the interests of Petitioners other than Naubereit and Kite in this proceeding, and no appearance was entered on their behalf at the hearing.
The Issue Whether applicable law authorizes the Division of Administrative Hearings to conduct a hearing on the merits of issuing a permit, where the referring agency issued the permit almost three months before the objectors' petition for hearing was filed?
Recommendation Upon consideration of the foregoing, it is RECOMMENDED: That DER enter a final order dismissing with prejudice the amended petition for formal proceeding under Section 120.7, Florida Statutes, filed by Freeport and STI. DONE and ENTERED this 25th day of September, 1978, in Tallahassee, Florida. ROBERT T. BENTON, II Hearing Officer Division of Administrative Hearings Room 530, Carlton Building Tallahassee, Florida 32304 (904) 488-9675 COPIES FURNISHED: William L. Earl Esquire One Biscayne Tower, Suite 3636 Two South Biscayne Boulevard Miami, Florida 33131 Joe W. Fixel, Esquire Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32301 John T. Allen, Jr., Esquire 4508 Central Avenue St. Petersburg, Florida 33711 Edward P. de la Parte, Jr., Esquire 403 N. Morgan Street, Suite 102 Tampa, Florida 33602 ================================================================= AGENCY FINAL ORDER ================================================================= STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION FREEPORT SULPHUR COMPANY, Division of FREEPORT MINERALS COMPANY, and SULPHUR TERMINALS, INC., Petitioner, vs. CASE NO. 78-527 DEPARTMENT OF ENVIRONMENTAL REGULATION, and AGRICO CHEMICAL COMPANY, Respondent. /
Findings Of Fact On January 23, 1985, following the filing of the and its on-site inspection, DER issued its notice of intent to grant the air construction permit, pursuant to Chapter 403, Florida Statutes (F.S.), and Chapters 17-2 and 17-4, Florida Administrative Code (F.A.C.). The notice stated that the proposed equipment, with a cyclone primary dust collector followed by a Dustex Baghouse Model DW-14-28W dust collector, was adequate to insure compliance with DER particulate emission standards. The ambient air standards for sulfur dioxide emissions by the plant were to be controlled by the use of low sulfur fuel oil (maximum 0.5 percent sulfur). Subsequent to the issuance of the notice of intent, DER received a Petition for Administrative Hearing regarding the issuance of the permit. The petition alleged, inter alia, that the plant would emit particulates and gases in contravention of Chapter 17-2, F.A.C., and that stormwater run-off from the plant would be contaminated with oil, scum and debris. The petition further asserted that this run-off would cause water pollution in contravention of Chapters 17-3 and 17-25, F.A.C., and would introduce pollution into Dry Branch and Bayou George, a Class I Water. The permit application covers only the proposed batch plant site and the immediately adjacent property consisting of 2.15 acres. The location of the building would be at the northern end of the parcel, approximately 0.10 miles from both Star Avenue and U.S. Highway 231. There is no residential use of property immediately adjacent to the project site. However, Petitioners all reside in the immediate area, and will be affected to some extent by this facility. Dust from construction activity has already been experienced. In this regard, it must be recognized that the area has no zoning restrictions and is therefore subject to industrial uses such as that proposed here. The Applicant owns several acres of property surrounding the location of the proposed batch plant. The permit application at issue covers only the request to construct the facility on a 2.15 acre portion of the larger parcel. Anticipated environmental problems caused by activity not on the immediate parcel are not related to this permit application and thus are not germane to a determination whether the permit should be issued or denied. Further, the construction permit will only allow the applicant to build the proposed air pollution source. Before such a source can actually be operated, a separate operation permit application must be made, and testing for compliance with standards by the facility must be satisfactorily completed. Petitioners demonstrated that the individuals who own Triangle Construction Company, Inc. were previously employed by Gulf Asphalt Company, which was occasionally out of compliance with state air emission standards. Petitioners asserted that these individuals would likely fail to operate the proposed facility in compliance with DER standards. Although these individuals did have managerial responsibility at Gulf Asphalt, final decisions concerning financial expenditures for repairs and maintenance were made by the owner of the plant, rather than the Applicant's owners. It was also established that the Gulf Asphalt Plant continued to have emission problems after such individuals left as employees. Petitioners contend the Applicant's unrelated dredging activities in an adjacent borrow pit area caused turbidity in Dry Branch Creek, and characterized the Applicant as a habitual violator who could not be expected to comply with state pollution control regulations in the operation of the proposed facility. Testimony revealed that the Applicant constructed a culvert in Dry Branch, which flows through a borrow pit area and did some other incidental dredging in areas within the landward extent of waters of the state. However, when the Applicant became aware that activities in the proposed borrow pit area were potentially in violation of DER rules, it ceased activities and applied for the appropriate permits. An asphalt concrete batch plant is a relatively simple operation in which sand and aggregate are dried, then mixed with hot liquid asphalt and loaded directly into trucks. It is the drying process which emits the particulates which the cyclone and the baghouse are designed to control. Baghouse operations are similar to those of a vacuum cleaner. Particulate-laden air from the drying process is vented into the baghouse, where it is filtered through a number of cloth bags. The bags trap the particulates, and pass the filtered air through the bag cloth and out of the building. When enough air has been filtered to cause a build-up of trapped particulates, a portion of the baghouse is taken off cycle and reverse air is blown through the bags. The reverse air causes the trapped particulates to fall into a hopper where they are removed for disposal. The baghouse was designed to function efficiently in conjunction with a plant producing up to 120 tons per hour of asphalt concrete. Applicants's plant will produce only 80-85 tons of asphalt concrete per hour due to the limited size of the dryer. The estimated air to cloth ratio in the amended permit application is 6:1, which will result in emissions substantially lower than DER standards. Air to cloth ratio is not a specific standard or requirement, but is a figure which is used by engineers to determine projected emissions which may reasonably be anticipated from facilities which use an air pollution control mechanism. A projected air to cloth ratio of 6:1 for this baghouse may be reasonably expected to yield emissions of approximately 0.014 micrograms per dry cubic foot, which is approximately one-third of the DER standard of 0.04 mg. per dry cubic foot. The equipment to be installed is used and in need of minor repairs. The testimony established that necessary repairs will be accomplished prior to plant activation, and that operations will not be adversely affected when such repairs are complete.
Recommendation Based on the foregoing, it is RECOMMENDED that the Department of Environmental Regulation issue a final order granting Triangle Construction Company an air construction permit. DONE and ENTERED this 21st day of June, 1985, in Tallahassee, Florida. R. T. CARPENTER 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 21st day of June, 1985. COPIES FURNISHED: Lynn C. Higby, Esquire BRYANT, HIGBY & WILLIAMS, P.A. Post Office Box 124 Panama City, Florida 32402 E. Gary Early, Esquire and Clare E. Gray, Esquire Department of Environmental Regulation 2600 Blairstone Road Tallahassee, Florida 32301 Richard Smoak, Esquire SALE, BROWN & SMOAK Post Office Box 1579 Panama City, Florida 32402 Victoria Tschinkel, Secretary Department of Environmental Regulation Twin Towers Office Building 2600 Blairstone Road Tallahassee, Florida 32301
Findings Of Fact The Respondent, Department of Corrections ("Department"), conducted the bid opening for the proposed award of lease number 700:0487 on June 27, 1989. The bids submitted by Petitioner, Miami International Commerce Center ("MICC"), and Intervenor, Luis Sanchez ("Sanchez") were the only two timely responses received to the bid solicitation for this lease. At the bid opening, the Department rejected MICC's bid on the grounds that it was unresponsive. The Department contends that MICC's bid was not responsive because: The map included in the proposal form on which the bidder was supposed to depict the location of the project was not included as an attachment to the package submitted. However, the MICC bid package did include a map from which the location of the project could easily be determined. The package submitted did not include adequate evidence of compliance with the energy performance index. The package submitted did not include a clear photo of the building demonstrating that the building was "dry and measurable". Mary Goodman, the Chief of the Bureau of Property Management for the Department of General Services, was called as a witness by the Department to testify regarding MICC's bid submittal. Ms. Goodman has been Chief of the Bureau of Property Management for 18 years and has been involved in leasing for state projects since 1958. She drafted the proposal form and the schedule of required attachments thereto. In September of 1988, she sent a letter to the state agencies involved in leasing (including the Department) advising them as to the mandatory nature of the proposal form and the need to insist upon strict adherence to the requirements set forth in the proposal. This directive was applied by the Department in rejecting MICC's bid. After testifying regarding the deficiencies in the MICC's bid submittal, Mrs. Goodman reviewed the energy performance certification included as part of the Intervenor's submittal package. Mrs. Goodman testified that the certification letter included in that package was inadequate, and therefore, the Intervenor's bid was also nonresponsive. Both the bid submitted by Petitioner and the bid submitted by Intervenor failed to include acceptable energy performance certifications and were therefore nonresponsive.
Recommendation Based upon the foregoing, it is RECOMMENDED that both bids submitted in connection with the proposed award of Lease No. 700:0487 be deemed nonresponsive and the Department of Corrections rebid the lease. DONE and ENTERED this 25th of August, 1989, at Tallahassee, Florida. J. STEPHEN MENTON 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 25th day of August, 1989. APPENDIX The Petitioner has filed a Proposed Recommended Order which does not comply with the format anticipated in Rule 221- 6.031, Florida Administrative Code. However, the undersigned has reviewed the Proposed Recommended Order and it has been considered in the preparation of this Recommended Order. The first two pages of the Proposed Recommended Order consist of background information and quotes from the bid documents. These two pages do not constitute proposed findings of fact. Page three of the Proposed Recommended Order includes proposed findings of fact and they have been adopted in the Findings of Fact set forth above. Page four of the Proposed Recommended Order constitutes legal argument. COPIES FURNISHED: Charles Fritz, Designated Representative 8181 Northwest 14th Street Miami, FL 33126-1899 Luis Sanchez, Pro Se P. O. Box 34021 Tallahassee, FL 33134 Drucilla E Bell, Esquire Department of Corrections 1311 Winewood Boulevard Tallahassee, FL 32399-2500
The Issue The central issue in this case is whether the permit to construct a Cyclonaire Docksider pneumatic unloading system, permit no. AC 56-157174, which was requested by Florida Sun Cement Company, Inc., should be approved.
Findings Of Fact Based upon the testimony of the witnesses and the documentary evidence received at the hearing, I make the following findings of fact: Florida Sun is a Florida corporation whose address is 4550 Glades Cutoff Road, Fort Pierce, St. Lucie County, Florida 34949. Tuxedo is a Florida corporation whose address is 1110 North Second Street, Fort Pierce, Florida 34950. The City is an incorporated municipality with a boundary located approximately one and one-half miles north of the Tuxedo packing house. On November 15, 1984, the Department issued permit number AC-56-86471 to Roger Charles, President of Manatee Cement Co., Inc. This permit authorized the construction of a cement bulk terminal/ship unloading facility which would include two 10,000 metric ton silos for the storage of Portland cement which would be vented by one common baghouse. The location for the facility was to be at Port Avenue and Harbor Street in Fort Pierce, Florida. This location is directly across the street from the Tuxedo packing house. On November 15, 1984, the Department issued permit number AC-56-873l0 to Roger Charles, President of Manatee Cement Co., Inc. This permit authorized the construction of a cement Co., Inc. This permit authorized the construction of a cement bulk terminal/truck loading and packhouse which would include one 240 ton storage bin vented to one baghouse, two truck loading spouts vented to two baghouses, and one packing facility which would also be vented. On November 25, 1985, the Department extended the expiration dates for the permits identified in paragraphs 4 and 5 until November 15, 1989. Later, on August 11, 1987, the Department transferred the permits to Roger Charles, president of Florida Sun. On November 14, 1988, Florida Sun filed an application for a barge- mounted pneumatic Portland Cement unloader. This unloader, a Cyclonaire Docksider, was proposed to be used in connection with the facilities previously permitted. Florida Sun sought to utilize the pneumatic unloader to extract cement from the holds of ships moored at the Fort Pierce port which is adjacent to the mainside silo facility. From the dock area the cement would then be conveyed through a sealed pipeline to the storage silos. From the silos, the cement would be loaded into trucks and transported away from the site. Under the 1984 permits' proposal, Florida Sun intended to unload the cement via self-unloading ships which did not require a permit. The 1988 request for the barge-mounted unloader would allow more types of ships to unload at the facility. On February 7, 1989, the Department issued an Intent to Issue which announced its intent to issue the permit. On February 12, 1989, the notice of the Intent to Issue was published in the News Tribune, a newspaper published at Fort Pierce, St. Lucie County, Florida. Tuxedo and the City timely filed petitions challenging the proposed permit. Neither petitioner had timely challenged the permits which had been issued in 1984. The pneumatic unloader which is the subject of the permit request is to be manufactured by Cyclonaire Bulk Cargo Systems, Inc. (Cyclonaire). The Cyclonaire Docksider unit will be attached to a free-floating barge which will be secured to the dock. The barge will be capable of movement in an east-west direction to allow access to each opening of the ship's hold. The Cyclonaire Docksider operates by extending an arm into the hold of the ship. The arm is equipped with a pneumatic device which extracts the cement from the ship and conveys it through a pipeline. The Cyclonaire utilizes two diesel engines which operate the extraction and conveying portions of the device. The Cyclonaire is vented through filter cartridges manufactured by W.L. Gore and Associates. Cyclonaire has executed a warranty for the Docksider pneumatic unloading system which provides, in pertinent part: Not more than .02 grains of particulate matter shall be contained in each dry standard cubic foot of air discharged into the atmosphere from the vacuum pump exhaust ports during normal operation of ice system, as measured using the applicable test methods specified by the State of Florida Department of Environmental Regulation. The opacity of emissions measured across the vacuum pump exhaust ports during normal operation shall not exceed 5o/o when measured using the applicable test method specified by the State of Florida Department of Environmental Regulation. The opacity of emissions measured across the top of the hold of the vessel being discharged by the DOCKSIDER system shall not exceed 5o/o during normal operation of the system, when measured using the applicable test method specified by the State of Florida Department of Environmental Regulation. There shall be no leaks or fugitive emissions from the unloader suction line(s), from the filter vessel, from the cement receivers, from the cement discharge line(s), from the supply line(s) to the vacuum pump, or from the vacuum pump itself. Cyclonaire has also executed a warranty for the conveying lines to the silos which provides, in pertinent part: Not more than .02 grains of particulate matter shall be contained in each dry standard cubic foot of air discharged into the atmosphere from the vacuum pump exhaust ports of the system during normal operation of the system, as measured using the applicable test methods specified by the State of Florida Department of Environmental Regulation. The opacity of emissions measured across the vacuum pump exhaust ports during normal operation shall not exceed 5o/o when measured using the applicable test method specified by the State of Florida Department of Environmental Regulation. The opacity of emissions measured across the top of the hold of the vessel being discharged by the Docksider system shall net exceed 5o/o during normal operation of the system, when measured using the applicable test method specified by the State of Florida Department of Environmental Regulation. Not more than 0.02 grains of particulate matter shall be contained in each actual cubic foot of air discharged by the baghouse at the silos per performance warranties of the Fuller Company as measured using applicable test methods specified by the State of Florida DER. The opacity of emissions measured across the baghouse exhaust shall not exceed 5o/o when measured using the applicable test method specified by the State of Florida DER. There shall be no leaks or fugitive emissions from the unloader suction line(s), from the filter vessel, from the cement receivers, from the cement discharge line(s), from the supply line(s) to the vacuum pump, or from the vacuum pump itself. This warranty does not apply to situations which result due to factors beyond the reasonable control of Seller, e.g., equipment malfunctions, improper maintenance, improper operations or wind gusts in excess of 35 miles per hour. A system similar to the proposed Florida Sun Cyclonaire Docksider is located in Tampa, Florida. When tested, the Tampa unloading system resulted in an average particulate concentration of .0043 gr/dscf and the average particulate emission rate was .21 lb/hr at an average cement unloading rate of 236 tons per hour. The visible emissions were found to be less than 5 percent opacity. Florida Sun proposes to vent emission sources by use of baghouses. These filtering systems vent dust-laden air by extracting the particles which fall, by gravity, while the air is released through a filter to the outside. The filters are cleaned by a jet of air which is pulsed on the outside of the filter unit. The Florida Sun facility will have baghouses to vent the silos and the truck loadout spouts. The Fuller Company manufactures retractable loading spouts which will convey the cement from the storage silos to the transporting trucks. The truck loading process will take place within an enclosed silo. The truck will be positioned under the spout and a cone will be extended down into an opening on the top of the vehicle. Proper operation requires the spout to connect to the truck so that particles are not released into the air. The spout allows the cement to flow into the truck while air is displaced back into a venting system. Each loading spout will have its own venting system. The Fuller Company performance warranties provide, in pertinent part: Fuller Company warrants, when the equipment covered by this agreement, is adjusted and operates at the design operating conditions, as specified within the specifications, and as enumerated in Section A hereafter; that the maximum solid particulate emissions exiting the baghouse will not exceed 0.02 Gr/ACF excluding condensibles. The potential sources of air pollutant emissions associated with the Florida Sun cement facility are as follows: unconfined and unquantifiable particulate matter emitted from the hold of the ship during the unloading process; the emissions from the Cyclonaire unit (the venting required to separate the dust-laden air in order to pass the cement into the conveyor line); emissions from two diesel engines which generate energy for the extraction and conveying unit; the baghouse which vents the silos as they are being loaded; the truck spout venting units; and the unconfined but quantifiable particulate matter generated by truck traffic. The total of the quantifiable emissions for the Florida Sun facility will be 19 tons per year. The Florida Sun facility will not contain the 240 ton cement storage bin authorized by the 1984 permits. Based upon Florida Sun's stipulation to that effect, potential emissions from that source have not been considered. The Florida Sun facility will not contain the packhouse authorized by the 1984 permits. Based upon Florida Sun's stipulation to that effect, potential emissions from that source have not been considered. The stipulated Florida Sun annual throughput of cement for this facility will be 279,000 tons per year, plus or minus 10 percent. In addition to the equipment to be utilized to limit the expected emissions, Florida Sun intends to pave or grass its entire facility. Regular maintenance of this area will provide reasonable precautions that unconfined particulate matter will not be released into the atmosphere. Further, training of personnel will aid in the proper operation and maintenance of the equipment. Operation of the Cyclonaire should not occur during wind conditions exceeding 35 miles per hour. While helpful to determine air quality impacts, air quality modeling is not required by rule for permit approval for minor projects with a non-toxic source. To be helpful, an air quality model must be based upon assumptions of fact likely to occur. All parties utilized the Industrial Source Complex Short- Term model. That model is an EPA approved model for general air quality analysis. In this case, the model submitted by Tuxedo and the City contained numerous emission factor errors which rendered their model's results unreliable. Among the errors were: the assumption that the truck loading activities would occur twenty-four hours a day, 365 days a year; the by Tuxedo and the City contained numerous emission factor errors which rendered their model's results unreliable. Among the errors were: the assumption that the truck loading activities would occur twenty-four hours a day, 365 days a year; the assumption that the truck loading activities would result in a spillage of cement material at a rate of 1.2 grams per second for twenty-fours a day, 365 days a year; and the assumption that truck loading would occur outside of the enclosed silos. The air quality models run by Dr. Koogler and Mr. Rogers corroborated the other forms of assurances given by Florida Sun. The Tuxedo packing house is located directly across the street to the north from the Florida Sun facility. There is also another citrus packing house located directly across the street to the south from the Florida Sun property. The Tuxedo packing house boxes a variety of fresh citrus fruits for the fresh market. Citrus fruit is sensitive to skin abrasion which can result in a premature decay of the fruit and limited shelf-life of the fruit. As a result, prudent packers take every precaution to avoid abrasive particles from coming in contact with fresh fruit. Cement is an abrasive material. The Tuxedo packing house is ventilated by large doors located around the building and an opening at the top of the structure. In general, Tuxedo is located downwind from the Florida Sun facility.
Recommendation Based on the foregoing, it is RECOMMENDED: That the Department of Environmental Regulation enter a final order approving the application for permit no. AC 56-157174 with special conditions to include the prohibition of loading via the Cyclonaire Docksider during wind speeds in excess of 35 miles per hour, proper and routine inspection and maintenance of the equipment to assure it is operated in accordance with the manufacturers' directives, and training for operators of the Cyclonaire to assure compliance with manufacturer's guidelines equipment to assure it is operated in accordance with the manufacturers' directives, and training for operators of the Cyclonaire to assure compliance with manufacturer's guidelines. DONE and ENTERED this 4th day of October, 1989, in Tallahassee, Leon County, Florida. JOYOUS D. PARRISH Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32301 (904)488-9675 Filed with the Clerk of the Division of Administrative Hearings this 4th day of October, 1989. APPENDIX TO CASE NOS. 89-1121 AND 89-1271 RULINGS ON THE PROPOSED FINDINGS OF FACT SUBMITTED BY TUXEDO: Paragraphs 1 through 19 are accepted. Paragraph 20 is rejected as contrary to the weight of the evidence; during normal and proper operation of the truck loading spouts, spillage should not occur. Incidents of spillage would suggest a violation of the permit conditions and require immediate correction. Paragraph 21 is rejected as comment or irrelevant. It is accepted the loading spouts have a tolerance of approximately one-half inch; the balance of paragraph 22 is rejected as irrelevant, embellished comment, or argument. The first four sentences of paragraph 23 are accepted; the balance is rejected as comment, recitation of testimony, irrelevant, or argument. Paragraph 24 is accepted. With regard to paragraphs 25 and 26, it is accepted that Dr. Koogler visited the Tampa Cyclonaire facility on two occasions, that the winds on the first visit were approximately 2-5 miles per hour, that on the first visit he observed no visible emissions, that on the second visit the winds were 5-10 miles per hour, and that on the second visit he observed visible emissions while a front-end loader scraped the cement off the bottom of the hold to the center for the Cyclonaire to extract it; otherwise, the paragraphs are rejected as comment, argument, embellishment on fact, or irrelevant. Paragraph 27 is accepted. Paragraphs 28 and 29 are accepted. Paragraph 30 is rejected as contrary to the weight of the credible evidence. While the barge will be free-floating and capable of being located along side the hold to be unloaded, the barge will not be in motion during unloading, no assumption to the contrary has been made. Paragraph 31 is rejected as contrary to the weight of the evidence. Paragraph 32 is accepted. Paragraph 33 is rejected as repetitive, comment, unnecessary. See 7 above. Paragraphs 34 and 35 are accepted. With regard to paragraph 36, it is accepted that Dr. Koogler and Mr. Yocum used the same emission factors for the four sources identified and listed in the paragraph; otherwise, the paragraph is rejected as comment or irrelevant. It is accepted that Mr. Yocum utilized the AP-42 to compute the emission factors used for the diesel engines; otherwise the paragraph is rejected as irrelevant. It is accepted that Dr. Koogler utilized data from the diesel engine manufacturer to compute the emission factors he used; otherwise the paragraph is rejected as irrelevant. Paragraph 39 is rejected as irrelevant, immaterial, argument, or comment. Paragraph 40 is rejected as irrelevant, immaterial, argument, or comment. Paragraph 41 is rejected as contrary to the weight of the evidence. That individuals attempted to quantify the fugitive emissions from the hold does not render such attempts reliable for purposes of determining air quality impact. Such "best guesses" are only estimates which, in this case, do not suggest the project should not be permitted. Paragraph 42 is rejected as contrary to the weight of the evidence. Paragraph 43 is rejected as unsupported by the weight of the evidence to the extent that it suggests such occurrences would be under normal and proper operating conditions. Incidents of such operation would be a violation of the permit terms. With regard to paragraph 44, it is accepted that the spout's ability to collect the cement dust and route it up to the baghouse is not warranted; however, it should be noted that during that function the truck loading will take place within an enclosed silo. With that clarification, the paragraph may be accepted. Paragraph 45 is rejected as irrelevant; spillage is not anticipated under normal and proper operating conditions. Further, truck loading occurs within an enclosed silo. Paragraph 46 is rejected as a recitation of testimony/ Paragraph 47 is rejected as repetitive (see p. finding 15). Paragraph 48 is accepted to the extent that it recites Mr. Yocum's process for computing an emission factor; that factor, however, is rejected as unreliable and contrary to the weight of the evidence. Paragraph 49 is accepted but is irrelevant to the resolution of the issues of this case. With regard to paragraph 50, it is accepted that all parties attempted to model sources in connection with this application; otherwise, the paragraph is rejected as argument, comment, or irrelevant. Paragraph 51 is accepted. Paragraph 52 is rejected as irrelevant. Paragraph 53 is rejected as recitation of testimony, comment, or irrelevant. Paragraph 54 is rejected as irrelevant. Paragraph 55 is rejected as irrelevant. Paragraph 56 is rejected as argument, comment, or irrelevant. Paragraphs 57 and 58 are rejected as contrary to the weight of the evidence. Footnote 5 of paragraph 59 is accepted; the balance is rejected as irrelevant or contrary to the evidence. Paragraph 60 is accepted. Paragraph 61 is rejected as argument, comment or irrelevant. Paragraph 62 is rejected as irrelevant. Paragraph 63 is rejected as irrelevant. Paragraph 64 is rejected as irrelevant. Paragraph 65 is rejected as irrelevant. When modeling is required, paragraph 66 is accepted as the proper standard; otherwise, rejected as irrelevant. Paragraphs 67 through 69 are rejected as irrelevant. Paragraph 70 is accepted. Paragraph 71 is accepted. With the clarification that there would also be receptors with lower concentrations, paragraph 72 is accepted. Paragraphs 73 through 75 are rejected as irrelevant or contrary to the weight of the evidence. Paragraph 76 is rejected as argument, comment, or irrelevant. Paragraph 77 is rejected as irrelevant. Paragraphs 78 through 80 are rejected as contrary to the weight of the evidence or irrelevant. Paragraph 81 is accepted. Paragraphs 82 through 83 are accepted. Paragraphs 84 through 92 are rejected. The paragraphs accurately recite what Hoffnagle did; however, the facts proffered are rejected as contrary to the weight of the credible evidence, irrelevant, or unsupported by the record. Paragraphs 93 through 98 are accepted. Paragraph 99 is rejected as irrelevant. Paragraphs 100 through 106 are accepted. With the deletion of the word "strikingly" paragraph 107 is accepted. Paragraphs 108 through 115 are accepted. Paragraphs 116 through 118 are rejected as irrelevant. RULINGS ON THE PROPOSED FINDINGS OF FACT SUBMITTED BY THE CITY: Paragraphs 1 through 6 are accepted. With regard to paragraph 7, the throughput stipulated to was 279,000 tons per year plus or minus 10 percent; otherwise, paragraph 7 is accepted. See comment p. 2 above, paragraph 8 accepted. Paragraphs 9 and 10 are accepted. With the substitution of the phrase "may be" for the word usually," paragraph 11 is accepted. There is no evidence as to whether Florida Sun will use such a system or not. With the deletion of the word "only" paragraph 12 is accepted. Paragraphs 13 through 21 are accepted. Paragraph 22 is accepted; however, there is no evidence which suggests the plant will, in fact, be operated 24 hours a day, seven days a week, 365 days a year. Further, the throughput limitation would suggest to the contrary. Paragraphs 23 through 31 are accepted. Paragraph 32 when clarified to include that emissions are sometimes less than the average, is accepted. Paragraph 33 is accepted. Paragraph 34 is rejected to the extent that it suggests Mr. Yocum's emission rate should be accepted as fact of this case. While the paragraph accurately states what Mr. Yocum did, his factor is rejected as unreliable or contrary to the weight of the evidence. Paragraph 35 is accepted. Paragraph 36 is rejected as irrelevant. Paragraph 37 is accepted. Paragraph 38 is rejected as irrelevant; that parties attempted to model the hold emissions does not render the results reliable, such "best guesses" may be noble but have not formed the basis for a finding of fact. Paragraph 39 is rejected as irrelevant. Paragraphs 40 through 43 are rejected as irrelevant, see comment in P. 16 above. Further, such fugitive emissions are unquantifiable under the present methodology. Paragraph 44 is accepted. Paragraph 45 is rejected as irrelevant. Paragraph 46 is accepted. With regard to paragraph 47, it is accepted Dr. Koogler and Mr. Yocum used the same emission factor for the silo baghouse/ Paragraph 48 is accepted. With regard to paragraph 49, it is accepted Dr. Koogler and Mr. Yocum used the same emission factor for the truck spout filters. With regard to paragraph 50, it is accepted that the doors to the silos will be closed during truck loading. In their models, both Dr. Koogler and Mr. Yocum assumed otherwise. Consequently, both may have obtained an inflated result. Paragraphs 51 and 52 are accepted. To the extent that paragraph 53 suggests spillage may result from improper operation, such paragraph is rejected as irrelevant. Under normal and proper operating conditions, spillage would not occur. If so, it would be a violation of the permit. Paragraph 54 is accepted. With regard to paragraph 55, see comment p. 27 above; consequently, the paragraph is rejected as irrelevant. Paragraph 56 is rejected as contrary to the weight of the evidence. Paragraph 57 is rejected as irrelevant and erroneous (math error). The number of trucks per year is limited to the throughput cap; the number which might be filled during a 24 hour period would depend on the factual circumstances at the time (whether the silos were full, etc.). Paragraphs 58 through 62 are accepted. Paragraph 63 is rejected as contrary to the weight of the evidence. While the paragraph correctly states what Mr. Yocum did, no confidence has been given his analysis. To the extent that Dr. Koogler attempted to tie the daily truck rate to the annual throughput cap, paragraph 64 is accepted; however, for the reasons set forth in p. 31 it is irrelevant. Paragraphs 65 through 68 are accepted but are unnecessary. Paragraph 69 is accepted to the extent that it recites Mr. Yocum's finding but is unnecessary and irrelevant. Mr. Yocum's emission factors are unreliable based upon the weight of the evidence in this case. Consequently, little value has been placed on the model results which were based on his factors. Paragraph 70 is rejected as argument, irrelevant, or contrary to the weight of the evidence. The last two sentences of paragraph 71 are accepted. The first sentence is rejected as rejected as speculative, irrelevant, or contrary to the weight of the evidence. The factual matters addressed in paragraphs 72 through 75 are accepted to the extent addressed in my findings of fact; otherwise, the paragraphs are rejected as comment or recitation of testimony. Paragraphs 76 and 77 are accepted. With the deletion of the word "much," paragraph 78 is accepted. With the deletion of the "s" on the word "meter" (used two times), paragraph 79 is accepted. Paragraph 80 is accepted. Paragraph 81 is rejected as argument or comment. There might also be receptor locations with smaller concentrations. Paragraph 82 is rejected as irrelevant. Paragraph 83 is rejected as irrelevant. Paragraph 84 is rejected as irrelevant. Paragraph 85 is accepted but is irrelevant. Paragraph 86 through 89 are rejected as irrelevant. Paragraph 90 is accepted. Paragraphs 91 through 96 are rejected as irrelevant or contrary to the weight of the evidence. Paragraphs 97 and 98 are accepted. Paragraphs 99 and 100 are rejected as irrelevant. Paragraph 101 is rejected as irrelevant. Paragraphs 102 through 105 are accepted. Paragraph 106 is rejected as irrelevant. RULINGS ON THE PROPOSED FINDINGS OF FACT, SUBMITTED BY FLORIDA SUN: To the extent addressed in findings of fact paragraphs 4 and 5, paragraph 1 is accepted otherwise rejected as irrelevant. Paragraphs 2 through 4 are accepted. Paragraph 5 is accepted to the extent in findings of fact paragraphs 20 and 21; otherwise, rejected as irrelevant or unsupported by the record. The first sentence of paragraph 6 is accepted. With regard to the balance of the paragraph it is rejected as irrelevant except to the annual throughput being 279,000 tons plus or minus 10 percent. Paragraphs 7 through 12 are accepted. Paragraph 13 is rejected as argument or conclusion of law. Paragraphs 14 through 23 are accepted. The second sentence of paragraph 24 is rejected as unsupported by the record. The balance of the paragraph is accepted. Paragraphs 25 and 26 are accepted. With the exclusion of the last phrase of the paragraph (which rated the opacity of the emissions on Koogler's second visit), paragraph 27 is accepted. Paragraphs 28 through 34 are accepted. To the extent that Dr. Koogler and Mr. Yocum used the same emission factors for the Docksider silo, and spouts, paragraph 35 is accepted. Otherwise, the paragraph is rejected as argumentative, comment, or irrelevant. The basis for determining the unreliability of Mr. Yocum's factors is addressed. The first sentence of paragraph 36 is accepted. The balance is rejected as irrelevant or argument. Paragraph 37 is accepted. To the extent that a facility which emits less than 100 tons per year is defined to a minor facility, paragraph 38 is accepted. Otherwise, is rejected as argument, comment, or irrelevant. Paragraphs 39 through the first sentence of paragraph 40 are accepted. The balance of paragraph 40 is rejected as irrelevant. Paragraphs 41 through 43 are accepted. Paragraph 44 is rejected as irrelevant. Paragraph 45 is rejected as recitation of testimony. The first sentence of paragraph 46 is rejected as contrary to the weight of the evidence. The balance of the paragraph is accepted. Paragraphs 47 and 48 are accepted. Paragraphs 49 and 50 are accepted but are irrelevant, immaterial or unnecessary. Paragraph 51 is rejected as argument. Paragraph 52 is accepted to the extent that it states this facility is a minor facility located in an attainment area; otherwise, rejected as irrelevant, immaterial, or argument. Paragraph 53 is accepted. Paragraphs 54 through 56 are rejected as irrelevant. Paragraph 57 is accepted. Paragraph 58 is accepted. Paragraph 59 is rejected as repetitive. Paragraph 60 is accepted. Paragraphs 61 and 62 are accepted. Paragraph 63 is rejected as irrelevant or unsupported by the record. Paragraph 64 is rejected as irrelevant or unsupported by the record. Paragraph 65 is accepted. The first three sentences of paragraph 66 are accepted; the balance is rejected as contrary to the weight of the evidence. Paragraph 67 is rejected as outside the scope of the record, contrary to the record, or argument. RULINGS ON THE PROPOSED FINDINGS OF FACT SUBMITTED BY THE DEPARTMENT: Paragraphs 1 through 21 were accepted. Paragraph 22 is rejected as argument. Paragraphs 23 through the first sentence of paragraph 26 are accepted; the balance of paragraph 26 is rejected as argument, comment or irrelevant. Paragraph 27 is rejected as irrelevant. Paragraph 28 is rejected as irrelevant. Paragraphs 29 through 31 are accepted; however, it should be noted that modeling was not required, by rule in this case, and further, that the modeling performed by Mr. Hoffnagle based upon Mr. Yocum's emission factors is not reliable due to the erroneous assumptions built into the factors. Paragraph 32 is accepted. Paragraph 33 is rejected as irrelevant or contrary to the weight of the evidence. Paragraph 34 is rejected as irrelevant. Paragraph 35 is accepted. Paragraph 36 is accepted. Paragraph 37 is rejected as irrelevant, comment, argument, or immaterial. Paragraphs 38 and 39 are accepted. Paragraph 40 is accepted but is irrelevant. Paragraphs 41 through 44 are accepted. Paragraphs 45 through 57 are rejected as irrelevant, argument, comment, or recitation of Tuxedo's case-- for the reasons previously stated, the modeling efforts submitted by Tuxedo have not been the basis for a finding of fact. COPIES FURNISHED: Bram D.E. Canter Haben & Culpepper, P.A. 306 North Monroe Street Tallahassee, Florida 32301 Sylvia M. Alderman Paul R. Ezatoff Katz, Kutter, Haigler, Alderman, Eaton, Davis and Marks, P.A. 215 South Monroe Street, Suite 400 Tallahassee, Florida 32301 Paul H. Amundsen F. Phillip Blank, P.A. 204-B South Monroe Street Tallahassee, Florida 32301 Carol A. Forthman Deputy General Counsel Office of General Counsel Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Daniel H. Thompson General Counsel Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400
The Issue Is Petitioner entitled to attorney's fees and costs under Section 57.111, Florida Statutes, the Florida Equal Access To Justice Act?
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following relevant findings of fact are made: Stipulated Facts: The action in this case was initiated by the Department, a state agency. The Department was not a nominal party. ASI has incurred attorney's fees and costs in amount of $13,178.00 in defending the administrative proceeding brought against it in Department of Health and Rehabilitative Services v. Alpha Septic Industries, Inc., Case No. 91-0044. There is no dispute as to the reasonableness of the attorney's fees and costs. The attorney's fees and costs are as follows: James F. McCollum 62.4 hrs at $150/hr= $ 9,360 Gary R. Gossett 22.7 hrs at $100/hr= $ 2,270 Para Legal 7.4 hrs at $ 40/hr= $ 296 Costs $ 1,252 Total $13,178 There are no special circumstances which would make an award of attorney's fees and costs unjust. ASI is a corporation organized under the laws of the State of Florida, whose principal office is in Sebring, Florida and at all times material to this proceeding had not more than 25 full-time employees or a net worth of not more than $2 million. ASI is a "small business party" as that term is defined in Section 57.111(3)(d), Florida Statutes. The appellant court in Alpha Septic Industries, Inc., v. Department of Health and Rehabilitative Services, Case No. 91-03249, 2nd District Court of Appeal, reversed the final order entered by the Department in Department of Health and Rehabilitative Services v. Alpha Septic Industries, Inc., Case No. 91-0044, against ASI. That order was not appealed by the Department. ASI is a "prevailing small business party" as that term is defined in Section 57.111(3)(c), Florida Statutes. The action was commenced by the filing of an Administrative Complaint against Mr. Paul Poore d/b/a Alpha Septic Industries, Inc. on April 4, 1990. By an agreement reached during a hearing before a circuit judge, the original Administrative Complaint was amended on November 15, 1990 to delete Mr. Paul Poore from the Administrative Complaint. Facts Not Stipulated: Both the initial Administrative Complaint and the Amended Administrative Complaint allege that ASI violated Section 381.031(1)(g) Florida Statutes, and Rule 10D-6.055(2)(b), Florida Administrative Code, in that a septic tank manufactured by ASI, and serving 3727 Thunderbird Hill Circle, Sebring, Florida, was measured by the Department and found to be below the minimum thickness required by Rule 10D-6.055(2)(b), Florida Administrative Code. The complaint further alleges that the Department's measurements had been taken in three different places and found to be 0.162", 0.147" and 0.157" which were below the 0.187" minimum thickness required by the rule. The initial Administrative Complaint was signed by Kevin Sherin, M. D., Director, HRS-Highlands County Public Health Unit, the governmental entity charged with the responsibility of enforcing the Florida septic tank regulations. Dr. Sherin has the authority to authorize the filing of an Administrative Complaint and the responsibility of assuring that the complaint is valid. When Dr. Sherin authorized and signed the initial Administrative Complaint he was aware of the following facts: A complaint had been filed by Curtis Haberline, President, Thunderbird Homeowner's Association, on September 12, 1989, alleging that a fiberglass septic tank installed at 3727 Thunderbird Hill Circle, Sebring, Florida had "caved inwards". The 1050 gallon fiberglass septic tank had been installed by Dan Young, licensed septic tank contractor. Young recalled that all of the fiberglass septic tanks installed in Thunderbird Hill Village I, where this particular septic tank was installed, had been purchased and picked up from ASI. During the installation of the septic tank, Edward Dixon, Inspector, HRS-Highlands County Public Health Unit was on the site and inspected the septic tank installed by Young. The installation was approved on May 24, 1984. The tank was not measured for wall thickness at the time of the installation. Dixon did not recollect noticing any readily visible thin spots in the tank when he inspected it during installation. In response to the complaint, Edward Dixon visited the site on September 14, 1990 and inspected the septic tank then in place and the area surrounding the septic tank. Dixon drilled and removed a plug approximately one inch in diameter from a randomly selected area (not in the "caved-in part) on top of the septic tank. After Dixon removed the plug, he measured the tank's wall thickness around the drilled plug site with a micrometer. The tank wall thickness around the drill plug site measured between 0.140" and 0.150". The plug was taken to James B. Fisher. Neither Edward Dixon nor James B. Fisher, who was an employee of HRS- Highlands County Public Health Unit and also inspected the septic tank after the complaint was filed, recollect seeing any information on the tank that identified the manufacturer or the date of manufacture. However, there was no reason to suspect that the tank had been replaced since the life expectancy of a fiberglass tank is much longer than six years. Fisher measured the plug at three different locations with a micrometer. Those three measured thicknesses of the plug were 0.147", 0.157" and 0.162". The micrometer used by Fisher had been checked for accuracy, and found to be accurate within 0.0002". Three sixteenths of an inch is equal to 0.1875". The "caved in" portion of the tank appeared to have resulted from being impacted by a heavy weight, i.e., heavy equipment. The tank was not cracked and it did not appear that the "caving-in" had resulted from the tank being below specifications on wall thickness. There was no evidence that heat, light or caustic chemicals had affected the condition of the tank, i.e. wall thickness. ASI was on the State of Florida list of approved septic tank manufacturers. On October 10, 1989, ASI was advised of the complaint and requested to correct the alleged deficiency. ASI declined to take any action.
The Issue The issue in this case is whether the State of Florida Department of Environmental Regulation (DER, or the Department) should grant the request of Medico Environmental Services, Inc. (Medico) for a one-year extension of the expiration date for air construction permit AC52-184546 for a biological waste incinerator located at 13200-58th Street North, Clearwater, Florida.
Findings Of Fact The Prior and Related Proceedings.-- Medico holds an air construction permit issued by the DER on March 8, 1991, for the construction of a biological waste incinerator in Pinellas County, Florida. The permit contains general and special conditions, including prohibitions against the incineration of non-exempt amounts of radioactive and hazardous wastes, a requirement that all operators be trained in a DER-approved training program, and a requirement that the facility undergo compliance testing after it is constructed to assure that its operation complies with emission standards established by DER rule. Several weeks after the grant of the air construction permit, on March 29, 1991, the DER changed the equipment model number on the permit, but the change in model number represented no change in the actual equipment described in the application. Local government building and construction permit procedures, and negotiations with potential investors, delayed construction of the facility. By letter dated November 14, 1991, Medico requested an extension of the expiration date of the permit from January 7, 1992, to January 7, 1993. No other change in the permit was sought. On or about December 6, 1991, the Department issued a second air construction permit for a biological waste incinerator in Pinellas County to Bayfront Medical Center (Bayfront). Bayfront has since requested two extensionns on the expiration date of its permit. The second request is currently pending challenge in Division of Administrative Hearings Case Nos. 92- 6879 and 92-6880. The Applicant and Principals.-- Medico is a corporation consisting of two fifty percent shareholders: Gerald Hubbell; and Robert Sheehan. Hubbel operates a funeral home and Bay Area Crematory, Inc., in Pinellas County; he has less than 50 percent ownership of those businesses. Previously, Sheehan co-founded a medical waste incineration facility in New York known as Medi-Waste, Limited, of which he was one-third owner. In 1986, he sold the company, and it merged with Medi-Gen, Medical Generation Associates, a wholly owned subsidiary of a company known as Legeis Resources (Legeis). Sheehan held two percent of the shares of Legeis and served as an officer of Medi-Gen until he resigned in 1989. Sheehan does not own more than 50 percent of Medico, and he has not had any interest in any other air construction or air operation permit in the State of Florida. Since March, 1991, he has not held an interest in any other entity involved in medical waste incineration. Air Quality. Medico will be capable of incinerating 2,350 pounds of medical waste per hour, which is about ten percent of Flrodia's medical waste. Pinellas County generates about 75,000 pounds of such waste per day but currently has the capacity to burn only 480 pounds per hour. A computer-generated air dispersion model was run on the theoretical maximum impact of Medico, of Bayfront, and of both facilities, on the ambient air in the affected parts of Pinellas County. The model used was the EPA's Industrial Source Complex, Short Term, Version 2, March, 1992. This model is recommended by the DER and preferred by the EPA. It follows the DER's Guideline on Air Quality Models. Average background ambient air was calculated using monitoring data collected by Pinellas County for the EPA criteria pollutants (sulfur dioxide, nitrogen dioxide, carbon monoxide, ozone, lead, and particulate matter) and for hydrochloric acid in accordance with the requirements of title 40, part 58, of the Code of Federal Regulations, as reported in the DER's 1991 ALLSUM. (According to EPA publications, hydrochloric acid is the only toxic pollutant on the DER's air toxics list for which medical waste incinerators like Medico's are considered to be a source.) The theoretical maximum impacts of Medico and Bayfront were based on the AP42 emission standards for those kinds of facilities. Meteorological data was taken from the nearest national weather service station (at the Tampa International Airport). The air model shows that none of the National Ambient Air Quality Standards for any of the criteria pollutants would be exceeded by adding either the impact of the Medico facility, or the impact of the Bayfront facility, or both combined, to the average ambient air in the affected parts of Pinellas County. (Both Total Suspended Particulate (TSP) and the newer PM10 category of particulates less than ten microns in size cases, which is more relevant to public health concerns, were considered for particulate matter levels.) Testimony indicates that the National Ambient Air Quality Standards would not be exceeded for any of the criteria pollutants by adding either the impact of the Medico facility, or the impact of the Bayfront facility, or both combined, to the maximum ambient air in the affected parts of Pinellas County. Also, even assuming a "worst case" weather scenario, no problematic toxic pollutants are expected, based on a Pinellas County Department of Environmental Management, Air Quality Division, screening computer model. Lead and hydrochloric acid would be under the EPA's "no threat level" (NTL). (As for the original application, these determinations are based on the scrubber manufacturer's hydrochloric acid efficiency claim of 99.9% and, in the case of lead, on its particulate efficiency claim.) As previously stated, according to EPA publications, there are no other toxic pollutants on the DER's air toxics list for which medical waste incinerators like Medico's are considered to be a source. The theoretical emissions for the Medico facility are below 100 tons per year, and the facility does not have the potential to emit more than ten tons per year of any hazardous air pollutant, as defined by the EPA. Past Conduct and Reliablily of the Principals.-- On or about March 5, 1991, the temperature in the secondary chamber of the biohazardous waste incinerator then operated by Hubbell dropped below 1800o at the end of a burn, and there was still a small amount of waste in the primary chamber and some small amount of flame still visible in the primary chamber. This violation, however, did not result in visible emissions, which would be an indication that there was a combustion or related problem in the incinerator. On or about March 4, 1991, one of the crematory units operated by Hubbell had visible emissions of 44% opacity. Identical warning letters regarding the March 4 and March 5 violations were sent on March 20 and March 27, 1991. Hubbell respondent by telephone on April 1, and in writing on April 5, 1991. There have been no other violation of Florida Statutes or DER rules since the original construction permit issued. Taking these violations into consideration, the compliance history of Hubbell's facilities does not undermine Medico's ability to give the necessary reasonable assurances. Between October, 1981, and October, 1991, Hubbell's facilities have been guilty of only the following violations: On or about March 25, 1987, Hubbell began to incinerate biohazardous medical waste before he was aware that a special permit for incinerating medical waste, in addition to his permit to operate the crematory, was required by law. On or about August 19, 1988, Hubbell's facility was notified that the Pinellas County Division of Air Quality had received a written complaint about smoke, and that a county permit would be required for the infectious waste incinerator along with retrofitting some controls. On or about October 4, 1989, Hubbell's facility apparently had a visible emissions violation. Three annual operating reports for Hubbell's facilities--for 1981, 1985, and 1989--would be considered late under current policy. There was no evidence whether they were late under the policy in effect at the time the reports were filed. Over the course of those ten years, there is no suggestion in the evidence that any of the other annual operating reports may have been late, and there are no other violations recorded in the Pinellas County compliance contact logs. To the contrary, the records indicate that no violations were found on 15 inspections. Hubbell voluntarily has shut down the old, smaller and less sophisticated medical waste incinerator where some of the recorded violations occurred, pending the construction of the Medico facility. Sheehan has not had an interest in any biohazardous waste incinerators in the State of Florida, other than the Medico application, and has not had a controlling interest in, or operational role in, any entity operating a medical or biohazardous waste facility in any state since June, 1989. Although, under the prehearing rulings, it would not even be relevant to this proceeding, the only evidence of any violations by any entity in which Sheehan had a controlling interest in, or operational role in, that operated a medical or biohazardous waste facility in any state, at any time, was evidence of two New York State Department of Environmental Conservation ash container violations and one failure to close up the back of the building housing an incinerator in October, 1988.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Department of Environmental Regulation enter a final order extending the expiration date for air construction permit AC52-184546 for one year from the entry of the final order, subject to a DER determination that construction did not begin by March 20, 1992, and that the Chapter 92-31 moratorium applies. RECOMMENDED this 6th day of January, 1993, in Tallahassee, Florida. J. LAWRENCE JOHNSTON 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 6th day of January, 1993. APPENDIX TO RECOMMENDED ORDER, CASE NO. 92-0851 To comply with the requirements of Section 120.59(2), Fla. Stat. (1991), the following rulings are made on the parties' proposed findings of fact: Petitioners' Proposed Findings of Fact. I.1.-3. Accepted and incorporated to the extent not subordinate or unnecessary. First sentence, accepted and incorporated. Second sentence, argument and subordinate. Accepted and incorporated. First four sentences, accepted and incorporated to the extent not subordinate or unnecessary. Fifth sentence, rejected as not supported by the evidence and as contrary to facts found. Fifth sentence, accepted but subordinate to facts contrary to those found. First four sentences, accepted and incorporated to the extent not subordinate or unnecessary. Fifth sentence, accepted but subordinate to facts contrary to those found. (He raised questions but had no answers; other witnesses satisfactorily answered the question.) Last sentence, rejected as contrary to the greater weight of the evidence and to the facts found. First sentence, accepted and incorporated to the extent not subordinate or unnecessary. Second sentence, irrelevant to the extension the expiration date of an air construction permit, and unnecessary. Also, state law and regulations govern some aspects of the handling of these wastes. First two sentences, accepted but subordinate and unnecessary. Third and fourth sentences, rejected as contrary to the greater weight of the evidence and to facts found. (Reasonable assumptions can be made, in accordance with EPA publications, based on the nature of the facility.) Also, irrelevant to the extension the expiration date of an air construction permit, and unnecessary. Finally, res judicata. Rejected as contrary to the greater weight of the evidence and to facts found. Also, irrelevant to the extension the expiration date of an air construction permit, and unnecessary. Finally, res judicata. First sentence, accepted but accepted but subordinate to facts contrary to those found, and unnecessary. Second sentence, rejected as contrary to the greater weight of the evidence and to facts found. Also, irrelevant to the extension the expiration date of an air construction permit, and unnecessary. Finally, res judicata. First two sentences, accepted and incorporated in part (another reason was that the application passed a screening model both initially and on the extension request and that most of the toxics would not be expected to be generated from this source), but res judicata, and unnecessary. Third sentence, accepted and incorporated. Fourth and fifth sentences, accepted but res judicata, subordinate to facts contrary to those found, and unnecessary. II.9.-10. Rejected as contrary to facts found and to the greater weight of the evidence. III.1.-2. Rejected as being conclusions of law. Medico's Proposed Findings of Fact. 1.-3. Accepted and incorporated. 4. Accepted but subordinate and unnecessary. 5.-7. Accepted and incorporated. Accepted but subordinate and unnecessary. Accepted and incorporated. Irrelevant and unnecessary. 11.-23. Generally accepted but largely subordinate. Incorporated to the extent not subordinate or unnecessary. Accepted but subordinate and unnecessary. Accepted and incorporated to the extent not subordinate or unnecessary. Accepted but subordinate and unnecessary. Accepted but subordinate and unnecessary. Generally accepted, but largely res judicata, irrelevant, subordinate and unnecessary. Accepted and incorporated. 30.-31 Accepted but subordinate and unnecessary. Generally, accepted but subordinate and unnecessary. Last sentence, rejected as contrary to the greater weight of the evidence. Rest, accepted but subodinate and unnecessary. 34.-35. Generally, accepted but subordinate and unnecessary. Accepted and incorporated. Accepted but subordinate and unnecessary. 38.-43. Accepted and incorporated. 44.-45. Accepted but subordinate and unnecessary. Accepted and incorporated. Accepted but largely subordinate and unnecessary. Some, irrelevant. 48.-49. Accepted but subordinate and unnecessary. 50. Accepted but irrelevant, subordinate and unnecessary. DER's Proposed Findings of Fact. 1.-9. Accepted and incorporated to the extent not subordinate or unnecessary. 10. The law was signed on March 20, 1992. Otherwise, accepted and incorporated. 11.-15. Accepted but subordinate and unnecessary. COPIES FURNISHED: Adrien W. Helm, Esquire 925 Fourteenth Avenue North St. Petersburg, Florida 33705 Sandra P. Stockwell, Esquire Douglas L. Stowell, Esquire Post Office Box 11059 Tallahassee, Florida 32302 W. Douglas Beason, Esquire Assistant General Counsel Dept. of Environmental Regulation 2600 Blairstone Road Tallahassee, Florida 32399-2400 Carol Browner, Secretary Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Daniel H. Thompson, Esquire General Counsel Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400
The Issue Whether Respondent, a registered general contractor, (1) unlawfully and willfully committed fraud and theft, violated the Fictitious Name Statute, and violated Municipal and County Contractor Licensing Ordinances, and (2) violated other provisions of the Construction Industry Licensing Law relating to the name under which a qualifying agent may engage in business.
Findings Of Fact At all times material hereto, Respondent was the holder of Registered General Contractors License No. RG0013533 issued by the Board to Respondent, d/b/a Deltec Construction Co. (Stipulation of counsel). Respondent is a fifty-five year old general contractor who has worked in construction for thirty-seven years, and has never been disciplined for misconduct associated with construction activities. (Testimony of Respondent) Respondent, at all times material hereto, did not qualify or license with the Board Trendway Construction Co., Trendway Construction Inc., or Trend- Tech Construction Co. (Testimony of Respondent, P.E. 1, 2, 3) Respondent's Business Activities in Daytona Beach, Florida On May 24, 1978, Respondent, d/b/a Deltec Construction Co., contracted with Darcy A. Vernier to assist him in the formation and operation of a corporation to be known as Trendway Construction Inc. In exchange for $8,500.00, Respondent agreed to provide a broad range of business assistance, expertise, training, and equipment to Trendway Construction, Inc. Vernier was designated General Manager and President of the new Company, and agreed to be individually responsible for its overall management. Although the long-term goal of the new Company was to perform general contracting, Vernier and Respondent envisioned that the Company would first gain necessary knowledge and experience by limiting its construction work to masonry and flat concrete construction projects. Profits were to be equally divided between Respondent (Deltec) and Vernier (Trendway), and, as subsequently amended, the Corporation was to be wholly owned by Vernier. (Testimony of Vernier, Respondent, P.E. 4) Prior to executing the contract, Vernier met with Respondent and discussed their proposed business venture on three separate occasions during a ten-day period. Vernier had his attorney review the contract prior to his signing, and fully understood its provisions. The proposed contract was modified, at Vernier's request, to ensure that Vernier would be the sole owner of the Corporation. (Testimony of Vernier) Prior to executing the contract, Respondent took Vernier to observe a masonry or flat concrete construction job in Ormond Beach, which he had recently completed d/b/a Deltec Construction Co. (Testimony of Vernier, Respondent) On July 6, 1978, pursuant to his contractual obligation, Respondent paid $250.00 for and obtained a Masonry Sub-Contractor's License, in Vernier's name, from the Building Department of the City of Daytona Beach. (Testimony of Respondent, Holmes, Vernier) Conflicting evidence was presented on whether, in order to do sub- contracting, masonry and flat concrete work within the City of Daytona Beach, a sub-contractor must also secure a certificate of competency or license from Volusia County under Ordinance 69-3. By stipulation, the testimony of Fred Holmes, Building Official with the City of Daytona Beach, was subsequently taken by deposition and submitted to determine this question. However, the testimony of Holmes is inconclusive, conflicting and unclear. (Testimony of Respondent, Vernier, Holmes, P.E. 7) Respondent did not represent to Vernier that Deltec Construction Co.'s licenses could be used by Vernier d/b/a Trendway Construction, Inc., and that no further licenses would be necessary. Vernier testified that Respondent made such representation, and Respondent denied it. Vernier's testimony is inconsistent with the express contractual provision which required Respondent to affirmatively secure "initial licensing" for Trendway Construction, Inc. Furthermore, Vernier's demeanor as a witness reflected a level of bitterness and hostility toward Respondent which may have influenced his recollection. (Since his construction company failed, Vernier had demanded Respondent return his money and filed a civil suit for such purpose.) In contrast, Respondent's unequivocal testimony on this question is buttressed by his consistent actions in securing an additional license for the Company from the City of Daytona Beach), and his subsequent action in attempting to secure a local license for another company under a contract markedly similar to the one between Vernier and Respondent, post. (Testimony of Respondent, Vernier, Garr, Fortner) Respondent was aware, however, that the Company would eventually have to acquire a license from Volusia County; he concluded, though, that his contractual obligations to secure "initial licensing" encompassed only the license required by the City of Daytona Beach. (Testimony of Respondent) Trendway Construction, Inc., was never organized as a corporation as envisioned by the contract between Respondent and Vernier. Soon after the contract was signed, serious business disagreements arose between Respondent and Vernier. Vernier, then, unilaterally moved the business, including its equipment, furnishings, office forms, and principal employee from Daytona Beach and relocated in another community. From the execution of the contract to Vernier's ultimate closing of the business, Respondent never received any profits from its operation, and his non-participation in the business operations was acknowledged by Vernier. During September or October, 1978, Vernier changed the name of the Company to Pelican Construction Co. During its existence, Trendway Construction was not registered as a fictitious name with the Clerk of the Circuit Court of Volusia County. (Testimony of Respondent, Vernier) Respondent's Business Activities in Ocala, Florida During September and October, 1978), Respondent operated a duly licensed masonry and flat concrete construction business known as Deltec Construction Co., in Ocala, Florida. (Testimony of Garr, Fortner, Respondent) On October 5, 1978, Respondent d/b/a Deltec Construction Co. contracted with Albert W. Latham to assist in the formation and operation of a corporation to be known as Trendway Construction, Inc. (In the Daytona Beach transaction, Trendway Construction Co. had never been incorporated by Vernier, and he had subsequently changed the Company's name, infra.) In exchange for $8,500.00, Respondent agreed to provide business assistance, expertise, training and equipment to Trendway Construction, Inc. Albert Latham was designated as General Manager and President of the newly formed Company, and agreed to be individually responsible for its general overall management. Although general construction was the Company's long-term objective, the parties invisioned that necessary knowledge and experience would be acquired by limiting their initial work to sub-contracting masonry and flat concrete construction projects. Profits were to be equally divided between Respondent and Latham, and 60 percent of the capital stock of the corporation was to be owned by Latham--the remaining 40 percent, by Respondent. (Testimony of Respondent, P.E. 13) On October 23, 1978, Trendway Construction, Inc., was officially organized and formed pursuant to the contract between Respondent and Latham. (P.E. 9) Under the contract between Respondent and Latham, Respondent was obligated to secure initial licensing for the new Company, Trendway Construction, Inc. Because Trendway Construction, Inc., was going to initially engage only in masonry and flat concrete sub-contracting work, the only license required was a certification of competency from the City of Ocala. Respondent made reasonable, diligent and earnest efforts to obtain the required certification from the City. First, he tried to apply for the license on behalf of Trendway Construction, Inc. But, since Latham owned a controlling interest in the Company, and was apparently considered its owner, City Building Department officials insisted that Latham must apply for the license on behalf of the Company. Respondent then obtained and delivered to Latham the necessary application forms and character reference letters, set up appointments for Latham at the Building Department, and repeatedly reminded him of the need to secure the local certification. Despite Respondent's efforts, Latham procrastinated, and failed to obtain from the City of Ocala the required license for Trendway Construction, Inc. It is probable that if proper application had been made for the license, it would have been issued to Latham d/b/a Trendway Construction, Inc., upon payment of the application fee and proof of insurance. (Testimony of Respondent, Garr, Fortner, P.E. 13) After formation of the Corporation, Respondent continued to provide assistance to Latham and Trendway Construction, Inc., but he did not dictate what construction work would be done or whore it would be undertaken. Latham directed two construction work crews and made those decisions. Nevertheless, Respondent warned Latham that no construction work should be undertaken within Ocala until the necessary City certification was obtained. (Testimony of Respondent) On October 24, 1978, Trendway Construction, Inc., poured a driveway slab for Herbert Adams at 2332 East Silver Spring Boulevard, Ocala, Florida, for $668.72. Adams dealt only with Jack Cook, an employee of Trendway, and neither knew nor had any dealings with Respondent. (Testimony of Adams, Garr) The name of "Trendway Construction, Inc.," has not been registered with the Clerk of the Circuit Court of Marion County, Florida. (Testimony of Respondent) Respondent did not attempt to mislead Latham by representing that Trendway Construction, Inc., could operate under Deltec's local or state licenses. (Testimony of Respondent) There was no evidence that Respondent mislead or misrepresented any material fact to Latham or failed to diligently carry out his obligations under their contract; neither was any evidence presented to show Latham was dissatisfied, in any manner, with Respondent's contractual performance. Respondent's Business Activities in Gainesville, Florida Respondent sold a construction business to Valentine Webber of Gainesville, Florida, for $8,500.00. (Testimony of Respondent)
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That the Board find Respondent Not Guilty of the charges contained in its Administrative Complaint, and that the Complaint be DISMISSED. DONE and ENTERED this 11th day of June, 1980, in Tallahassee, Florida. R. L. CALEEN JR., Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 904/488-9675
Conclusions The record in this proceeding and the Recommended Order of the Hearing Officer have been reviewed. Respondent, Florida Department of Transportation (FDOT), has filed exceptions to the Recommended Order and Petitioner has filed a response thereto. FDOT's exceptions are considered and addressed below.1 The Findings of Fact set forth in the Recommended Order are considered correct and are incorporated as part of this Final Order with the following exception. The Hearing Officer noted that FDOT's appeal of DOAH Case No. 87-0621R, is currently pending before the First District Court of Appeal. This is incorrect. The matter is pending before the Fifth District Court of Appeal. FDOT's exceptions to Findings of Fact numbered 4, 7, 8, 9, 16, 23, 26, 27, 28, and 34 are rejected as an impermissible attempt to supplement the Hearing Officer's findings. Inverness Conval. Ctr. v. Dept. of H.R.S., 512 So. 2d 1011 (Fla. 1st DCA 1987); Cohn v. Dept. of Professional Regulation, 477 So. 2d 1039 (Fla. 3d DCA 1985). FDOT takes exception to the Findings of Fact number 24, claiming , in paragraph 1, that there is a lack of substantial record evidence that material from Merritt Island mine No. 70-1 tested less that the minimum carbonate requirement. However, closer examination of the exception reveals that the foundation of the claim lies in the Hearing Officer's omission of certain language contained in the Gammage memo of September 30, 1969. As noted above, the Department cannot supplement the Hearing Officer's finding. Consequently, paragraph one of the exception must be rejected. Similarly paragraph two, going to omitted facts must be rejected as well. The Hearing Officer's Finding of Fact number 25 is essentially a summary of Blackhawk's Exhibit 13 and is supported by competent substantial evidence. Consequently, FDOT's exceptions thereto are rejected. FDOT also takes exception to Finding of Fact number 29, Claiming first that there is competent substantial record evidence to support the finding that FDOT has never conducted a study to document the necessity of the 50 per cent carbonate requirement. Respondent is mistaken. The record reflects that FDOT personnel and their expert gave testimony indicating that such specific research had never been conducted. (TI 348, 434, 435, 480; TII 24, 71) FDOT's second and third complaints being predicated upon the omission of facts, must also be rejected. FDOT's exception to Finding of Fact number 30 is rejected because the record reflects that Dr. Eades testified that as used in this state, LBR is the indicator of the ultimate strength of the material. (TI 412, 434) FDOT's exception to Finding of Fact number 31 amounts to a challenge t the Hearing Officer's weight and credibility determinations regarding Dr. Bromwell's testimony, and consequently must be rejected. Heifetz v. Dept. Of Business Regulation, 475 So. 2d 1277 (Fla. 1st DCA 1985). FDOT's first two paragraphs in its exception to Finding of Fact number 32 constitute challenges to the Hearing Officer's credibility determinations, the inferences she drew from the evidence, and her failure to rely upon or cite certain facts as opposed to others. As noted above, exceptions predicated on these types of grounds must be rejected. The third paragraph of this exception must also be rejected because record testimony clearly demonstrates that Bill Wisner testified that the Merritt Island mine was in existence for three to five months -- a very short period of time. (TI 52) FDOT's exception to Finding of Fact number 35 is rejected as being immaterial to the ultimate disposition of this matter. FDOT's exceptions to Findings of Fact numbers 36, 38, and 40, in the final analysis, represent challenges based upon the credibility and weight determinations of the Hearing Officer, and the inferences drawn from the record evidence. Since weight and credibility determinations cannot be disturbed, and since the inferences drawn, while not palatable, are nonetheless arguably reasonable, these exceptions must be rejected. Heifetz v. Department of Business Regulation, supra.
The Issue The issues in this case are whether the Gainesville Renewable Energy Center, LLC (GREC) is entitled to an Air Construction Permit from the Department of Environmental Protection (DEP) for the construction of a net 100-megawatt (MW) biomass-fired electrical power plant in Gainesville, Florida, pursuant generally to state rules that relate to the federal Clean Air Act, 42 U.S.C. §§ 7401, et seq. (Clean Air Act), which is administered by the U.S. Environmental Protection Agency (EPA). Specifically, the issues are whether the proposed project satisfies the requirements of Florida's EPA-authorized air program of Prevention of Significant Deterioration (PSD), as set forth in Florida Administrative Code Rule 62-212.400, and Florida's EPA-delegated air program of National Emission Standards for Hazardous Air Pollutants (NESHAP), as set forth in Florida Administrative Code Rule 62-204.800(10) and (11).
Findings Of Fact Introduction On November 30, 2009, GREC filed with DEP an Application for the construction and operation of a net 100 MW (gross 116 MW), biomass-fired electrical power plant at GRU's Deerhaven power plant complex. GREC seeks to place the biomass plant in service on or before December 31, 2013, which is the deadline for eligibility for a federal renewable-energy grant under the American Recovery and Reinvestment Act of 2009. GREC is a subsidiary of American Renewables, LLC, which develops, builds, and operates renewable-energy power plants. American Renewables, LLC, is jointly owned by affiliates of three corporations that develop, operate, invest, and manage various types of energy projects. American Renewables, LLC, recently obtained permits for a similar biomass plant, also net 100 MW, in Nacogdoches, Texas. This plant, which is expected to begin commercial operation in late 2012, has a power purchasing agreement with Austin Energy, a municipal utility owned by the City of Austin. American Renewables, LLC, recently sold the Nacogdoches plant to a subsidiary of Southern Company. GRU is a municipal utility of the City of Gainesville. GRU owns and operates a power generation, transmission, and distribution system to serve its 93,000 retail customers and its wholesale customers, which include the City of Alachua and Clay Electrical Cooperative, Inc. In addition to owning a 1.4-percent share of the Progress Energy Florida Crystal River Unit Three, GRU owns three power supply facilities with a summer capacity of net 608 MW. Of these, the largest is Deerhaven, which generates net 440 MW. A former mayor of the City of Gainesville, Petitioner Bussing served on the utility committee of the City Commission and participated in utility planning for GRU. Petitioner Bussing lives less than 10 miles from the GREC site and regularly walks outdoors, works in his yard, and bicycles in the area. He enjoys canoeing on local waterways and observing wildlife, such as eagles, hawks, and owls. Identifying himself as a "locavore," Petitioner Bussing favors locally grown food. The other petitioners are similarly situated to Petitioner Bussing. Application The findings in this section are generally based on the Application, although some are also based on the Site Application. According to the Application, the GREC site consists of 131 acres within the Deerhaven site in northwest Gainesville and north central Alachua County--eight miles from downtown Gainesville to the southeast and seven miles from downtown Alachua to the northwest. The Site Application states that the Deerhaven site is within a 1146-acre parcel owned by the City of Gainesville. The Site Application notes that the Deerhaven site includes several units. Unit 1 generates 88 MW by a natural gas or oil-fired steam unit. Unit 2, which was certified in 1978, generates 235 MW (sometimes described as 250 MW) by a pulverized coal-fired unit. Unit 3 generates 76 MW by a natural gas or oil-fired, simple-cycle combustion turbine unit. Deerhaven also includes two 19-MW, simple-cycle combustion turbine units. The Application reports that the GREC site abuts the northwest boundary of the GRU's existing generating facilities at Deerhaven. The Site Application identifies the GRU facilities immediately east of the GREC site as an ash landfill, brine landfill, and large stormwater management pond. Abutting these facilities, immediately to their east, are ash settling ponds and a wastewater treatment sludge disposal cell. Abutting these facilities, immediately to their east, is a large coal pile. A spur of the CSX rail line, which is used for coal deliveries to Deerhaven Unit 2, terminates just south of the GREC site. Except for secondary access roads and unpaved trails, no Deerhaven facilities occupy the GREC site. Immediately west of the GREC site is a site used by the Alachua County Public Works Department for an office and other facilities. Also west of the GREC site is a radio tower and undeveloped land. The southernmost extent of the GREC site fronts on U.S. Route 441, which is lined by intermittent commercial and retail uses in this area. Across U.S. Route 441, over one-half mile from the GREC site, is the nearest residential subdivision, which is called Turkey Creek. The Site Application reports that, in the early 2000s, the City of Gainesville purchased an additional 2328 acres of timberland north and east of the Deerhaven site for buffer and potential expansion. The entire area, including the GREC site, was historically devoted to agriculture and pine silviculture, but the GREC site is now occupied by ditches, swales, altered forested communities, and the roads and trails previously mentioned. By groupings from west to east, the proposed improvements on the GREC site are a fuel-storage area, which consists of four separate wood piles; a parking area, offices, a warehouse, a control room, fire pumps, a water treatment facility, and water tanks; a 50-foot wide band of unoccupied land; a switchyard with a transmission line running to a new GRU switchyard at U.S. Route 441, a switchyard control room, steam turbine, fuel day bins connected to the storage area by a conveyor, a boiler, a 230-foot-high stack, a baghouse, and an aqueous ammonia storage area; and a 53-foot-high cooling tower. These components are concentrated on the north side of the site, farthest from U.S. Route 441, and toward the east side of the site, nearest GRU's Deerhaven operations. The boiler, steam turbine, emissions-control equipment, stack, and cooling tower are 3200 feet northwest of U.S. Route 441 and 2200 feet east of the public works facility. The GREC site will also include roads, an administration building, a warehouse, several stormwater detention ponds, water and wastewater treatment facilities, storage facilities for the fly ash and sand from the BFBB, and two emergency diesel engines. The main components of the GREC facility will be a bubbling fluidized bed boiler (BFBB), which will produce steam to power a conventional steam turbine generator for the production of electricity. Except during startup, when the boiler will consume natural gas until it reaches operating temperatures, the BFBB will burn a wide range of clean, woody biomass fuels in a dense, fluidized sand bed at the bottom of the furnace and also in the area above the bed. GREC will obtain the biomass fuel from forest residue (i.e., material remaining after traditional logging), mill residue (e.g., sawdust, bark, and sander dust), precommercial tree thinnings, used pallets, and urban wood waste (e.g., woody tree trimmings from landscape contractors and power-line clearance contractors). Supplementary fuel will be derived from herbaceous plant matter, clean agricultural residues (e.g., rice hulls and straw, but no animal waste), diseased trees, woody storm debris, whole tree chips, and pulpwood chips. However, GREC will not accept any biomass in the form of treated or coated wood, municipal solid waste, coal, petroleum, coke, tires, or construction and demolition waste, about which some doubt arose at the hearing, so GREC represented that it would not accept construction and demolition debris at the facility. The BFBB will combust one million tons per year (tpy) of biomass. To obtain the fuel, GREC will enter into contracts with suppliers within 75 miles of the site. GREC will incorporate in supplier contracts requirements of sustainability and incentives for good stewardship in silvicultural practices. At offsite locations, suppliers will sort, chip and grind, and screen the biomass to design size. After this primary processing, suppliers will deliver the processed biomass to the GREC facility in 130-150 trucks per day. On average, the facility will unload 12 trucks per hour, although it will be capable of unloading trucks at double this rate. Typically, the GREC facility will be open for biomass deliveries 15 hours per day, six days per week. On arriving at the GREC facility, the trucks will proceed to a drive-through structure, which contains three truck dumpers and three receiving hoppers. From the hoppers, the fuel will be conveyed to a fuel processing system, where a metal detector and magnetic separator will remove ferrous metals, a disc screen will remove oversized chips, and a hammer hog will reduce the oversized chips to the design size of three inches or less. This equipment will be located in an enclosed building with a dust-collection system. After this secondary processing onsite, the fuel is conveyed outside to the fuel storage area where it is stored in piles. One wood pile will have an automatic stacker/reclaimer that will be able to deposit, churn, mix, and remove nearly the entire pile. Another wood pile, conical in shape, has a fixed stacker, and the material will be moved by bulldozers and front- end loaders. This rolling stock will transfer some of the wood chips to a smaller, manual-reclaim pile that will also be contoured by bulldozers and front-end loaders. A fourth, much smaller pile will be maintained for the delivery of presized material, mainly sawdust. As originally sized, the wood piles are intended to store sufficient fuel for 15-20 days of operations. In the Site Application, the automatic stacker/reclaimer pile is specified to be 85 feet high, but, after consultation with the Gainesville Fire Department, as detailed below, GREC agreed to reduce the height of this pile to 60 feet. The fixed stacker pile is 60 feet high, and the manual-reclaim pile is 35 feet high. The automatic stacker/reclaimer pile is 400 feet by 400 feet, and the manual- reclaim pile is 400 feet by 465 feet. GREC will manage the separate wood piles to maintain the fuel's design moisture content, which is about 50 percent, but also to ensure that no portion of the stored wood remains in the pile for too long. In general, GREC intends to use fuel on the basis of first-fuel-in, first-fuel-out, to avoid problems of odor and spontaneous combustion, the latter of which is discussed in detail below. The high combustion temperatures reached by the BFBB and the implementation of the requirement for clean woody fuel will, the Application reports, limit the generation of pollutants. Within the 179-foot-high boiler, fluidizing air will expand the combustion zone in the boiler with high turbulence, intimate solids-to-gas contact and a high heat transfer rate in the bed. Staging or overfire air will assist combustion through openings in the furnace walls. Fluidized bed temperatures will range from 1350 to 1700 degrees. (All temperatures are in Fahrenheit.) Temperatures in the overfire air will be 200 degrees hotter to vaporize the volatile gases, such as carbon monoxide (CO) and volatile organic compounds (VOCs). By staging the combustion in the fluidized bed, the formation of thermally induced nitrogen oxides (NOx) will also be reduced. To enhance the air-pollution controls represented by the effective combustion of clean biomass, the GREC facility will employ three additional measures. First, dry sorbent injection (DSI) will inject into the boiler material that, in addition to the calcium that naturally occurs in the ash, will reduce emissions of sulfur dioxide (SO2), sulfuric acid mist (SAM), hydrogen chloride (HCl), and hydrogen fluoride (HF). Second, a selective catalytic reduction (SCR) system will reduce NOx emissions. The SCR system will use a catalyst and a reactant (ammonia gas) to dissociate NOx into nitrogen gas and water vapor. Third, downstream of the boiler, a fabric filter baghouse will reduce emissions of particulate matter (PM) and particulate matter less than 10 microns in diameter (PM10). (Discussed below, PM2.5 is particulate matter less than 2.5 microns in diameter.) As described in the Site Application, the baghouse will comprise 12 filter compartments, each containing 250-350 bags that are six inches in diameter and 14- to 26-feet long. At the bottom of the baghouse will be a hopper to collect ash. As PM forms on the bags, it will form a filter cake that increases the filtration efficiency of the bags. But once the air pressure drops to specified limits, high-pressure air pulses will be directed, automatically, into each bag, loosening the caked fly ash and depositing it as ash in the hopper below. Fly ash from the boiler will be captured by the baghouse filter. Periodically, the fly ash will be collected dry and transported pneumatically to an onsite storage silo. From there--if needed, after stabilization with water--the ash will be transported--enclosed, if still in dry form--for use as a soil supplement or, if such use is unavailable, to an approved offsite landfill. When ash is transferred to trucks, the trucks are sealed, and the air in the trucks displaced by the ash is transferred back to the silo through a vacuum system. Coarser than fly ash, bottom ash will be landfilled, if relatively coarser grained, and transferred pneumatically to the silo, if relatively finer grained. Solid waste from the GREC facility will be transferred ultimately to the New River regional landfill in Raiford, which has a projected life of more than 50 years at current filling rates. The cooling tower will contain a drift eliminator. The purpose of this device is to capture PM/PM10 that has passed the baghouse. The GREC facility will also control PM/PM10 fugitive emissions by the use of pneumatic systems for the delivery of sand for the fluidized bed and sorbent for the DSI to their separate onsite storage silos. According to the Site Application, the City of Gainesville has identified numerous benefits from the GREC project. These include enhancing the integrity and reliability of the GRU generating system, reducing the average age of the GRU generating system, producing reasonably priced electricity, diversifying fuel sources, avoiding the price fluctuations of fossil fuels, hedging the risks of anticipated carbon-constraint legislation (if biomass is treated preferentially under such legislation), reducing construction and operation risks, reducing open burning of biomass products in forestry operations, reducing landfilling of woody biomass, and supporting the silviculture industry. In support of sound silvicultural practices and ecosystem biodiversity, GREC will require all biomass suppliers to adhere to sustainability principles by conforming to the best management practices (BMPs) of the Florida Division of Forestry and will refuse delivery of stumps (to avoid erosion in the source area) and biomass generated from the conversion of natural forests to plantation forests or from nonnative species, unless the nonnative-species biomass is generated from a forest restoration project. Additionally, GREC will pay premiums of $0.50 and $1.00 per ton to suppliers that comply with more ambitious forest stewardship practices. Among the socio-economic benefits of the GREC facility, the Site Application states that construction will generate $48 million of payroll, largely for local and regional labor, and $160 million in nonengineered construction equipment purchases. Facility operations will result in the employment of 44 fulltime employees, initially earning $4 million annually. NonGREC employment will include truck drivers and operators of wood-processing equipment. The Site Application explains that ambient air quality is a product of meteorology, atmospheric chemistry, and pollution emissions. Meteorology controls the distribution, dilution, and removal of pollutants. Atmospheric chemistry controls the transformation of primary pollutants into secondary pollutants. Primary pollutants are discharged directly from the source and, for GREC, will include NOx, SO2, CO, and PM, or, traditionally, soot, although, as a fugitive emission, PM is better considered as dust from the biomass fuel or ash residue. For GREC, the most important secondary pollutant is ozone, which forms from the combination of NOx and VOCs in sunlight. According to the Site Application, EPA has developed an air quality index that describes air quality in relative terms. Good is the highest rating and means that air pollution poses little or no risk. Moderate means that air pollution may be a moderate health concern to a very small number of persons. Unhealthy for sensitive groups means just that, and healthy groups are unlikely to be affected. Unhealthy means that air pollution may cause everyone to begin to experience health effects, and sensitive groups may experience more serious health effects. The two remaining classifications are very unhealthy and hazardous. For 2007, the EPA classified the air quality in Alachua County as 315 days of good, 44 days of moderate, and 6 days of unhealthy for sensitive groups. For 2008, the EPA classified the number of good days as only 258. In general, the EPA classifies the air quality of Alachua County as good with the main pollutant adversely affecting air quality as ozone. The Application analyzes air emissions in light of national ambient air quality standards (AAQS), Title I, Part A, § 109, Clean Air Act, 42 U.S.C. § 7409; New Source Review (NSR) for PSD (NSR/PSD), Title I, Part C, Clean Air Act, 42 U.S.C. §§ 7470-7492; New Source Performance Standards (NSPS) for sources, by category, that contribute significantly to air pollution, Title I, Part A, § 111, Clean Air Act, 42 U.S.C. § 7411--in particular, 40 CFR Part 60, Subparts A, DA, and IIII; and NESHAP, Title I, Part A, § 112, Clean Air Act, 42 U.S.C. § 7412. As discussed in the Conclusions of Law, PSD pollutants are subject to best available control technology (BACT), and hazardous air pollutants (HAPs) are subject to maximum achievable control technology (MACT). The Application reports that the EPA has established national AAQS for six pollutants: SO2, NO2, CO, lead, ozone, and PM, which comprises PM10 and PM2.5. Primary AAQS for these pollutants protect the public health, and secondary AAQS for these pollutants protect the public welfare, such as the environment and physical property. The Application discloses the national and Florida AAQS standards for the six pollutants and reports that the entire state of Florida is in attainment for all six pollutants. This results in the application of the NSR/PSD regulatory framework, rather than a more stringent NSR regulatory framework for areas that are determined to be nonattainment under national AAQS. The Application reports that the GREC facility will be a major facility, under NSR/PSD, because it has the potential to emit more than 250 tpy of a PSD pollutant. GREC must use BACT for all PSD pollutants that will exceed significant emission rates, which are expressed in tons per year by PSD pollutant, and show that its emissions will not violate any national AAQS or PSD increment. If emissions will adversely affect a "Class 1 area," such as a national park or wilderness area, more rigorous protection of the area and national AAQS and PSD increments would be imposed in terms of "air quality related values," but the GREC facility does not impact any of the four Class I areas in Florida. However, all NSR/PSD reviews include assessments of additional impacts on nearby land uses, as well as on soils, vegetation, and visibility. For PSD emissions that exceed their significant emissions rates, GREC must show that a PSD emission, in micrograms per cubic meter, is below what constitutes the PSD's significant impact level, which is, as a measure of ambient concentration, expressed as micrograms per cubic meter. For any PSD emission that exceeds its significant impact level, GREC would have to provide a more elaborate source-impact analysis. According to the Application, the GREC facility is expected to generate the following PSD emissions in the following amounts: NOX--418.1 tpy; SO2--243.9 tpy; CO--715.6 tpy; VOCs--78.1 tpy; PM (filterable)--130.4 tpy; PM10 (filterable and condensable)--281.2 tpy; SAM--5.9 tpy; lead--0.12 tpy; and mercury--0.0084 tpy. (Filterable PM is in a solid or liquid state in the exhaust stream and is subject to capture by a filter. Filterable and condensable PM is in a gaseous state in the exhaust stream and is converted to a solid or liquid state on condensation after passing through a filter.) All of these emissions exceed the significant emission rates except for lead, mercury, and SAM. (Mercury is not a PSD pollutant, but it has a PSD significant emission rate.) Over 95 percent of these emissions are from the BFBB; small amounts are from the diesel emergency generator and firewater pump. As noted below, DEP subsequently determined that GREC could net its SO2 and NOX emissions against offsetting decreases in emissions of these two pollutants by GRU, so that GREC would be required to demonstrate BACT only for CO, VOCs, and PM/PM10. The Application undertakes BACT analysis for PSD pollutants based on a top-down consideration of all available technology, technically feasible control technology in order from the most- to least-stringent, and the applicable control technology, which is both technologically and economically feasible. Because Petitioners' allegations concerning BACT relate only to SO2, NOX, and PM/PM10 emissions, it is unnecessary to consider GREC's BACT analysis for CO and VOCs. The Application also states that GREC will be a major source of HAPs because the GREC facility will emit more than 10 tpy of any individual HAP or more than 25 tpy of total HAPs. As noted below, DEP subsequently determined that GREC's initial projections of HAPs emissions were too high and that, as revised in the February RRAI, discussed below, the HAPs emissions were below both thresholds for a major source, as described below. Because GREC consequently was not required to demonstrate case- by-case MACT, it is unnecessary to consider GREC's MACT analysis. In Alachua County, HAPS are not attributable primarily to stationary fuel combustion. The Site Application states that 86 percent of these pollutants were emitted from mobile and area small sources, such as dry cleaners and gas stations. The Site Application reports that stationary fuel combustion generates about 91 percent of the SO2, about 28 percent of the NOX, about 14 percent of the PM2.5, about six percent of the PM10, and nearly none of the CO and VOCs. Applying 40 CFR Part 60, Subpart DA, which applies to electric utility steam generating units, the Application notes that the BFBB will meet all emissions limits for PM, NOx, SO2, and opacity or visible emissions. Also, the Application states that, to conform to Subpart DA, GREC will have to install with the BFBB an opacity monitoring system, a continuous bag leak detection system for the fabric filters, continuous emissions monitoring systems (CEMS) for SO2, NOX, and oxygen or CO2, and conduct initial performance tests for SO2, NOX, opacity, and PM. The Application states that the GREC emissions are below the significant impact levels for PSD Class II areas for all PSD pollutants except PM10, for which the GREC emissions, on a 24-hour average, will be 20.4 micrograms per cubic meter, as compared to the significant impact level, on a 24-hour average, of 10 micrograms per cubic meter. Thus, the Application analyzes national AAQS and PSD increments only for PM10. Including all significant stack sources of PM10 within 60 kilometers of the GREC facility (fugitive emissions being deemed too local to require consideration) and both stack and fugitive emissions from the GREC facility, the Application concludes that GREC should not be required to perform preconstruction ambient air quality monitoring because Alachua County already performs adequate air quality monitoring for PM10, and the modeling for the 24-hour projections, as opposed to annual projections, shows that GREC's PM10 emissions in excess of the significant impact levels will be highly localized and entirely contained within the Deerhaven site. Additionally, for the 24-hour and annual projections, the Application notes that the maximum distance to significant impacts for PM10 emissions will be only 1.1 kilometers. Referring to the nearest ambient PM10 air quality monitoring site, which is 7 kilometers south of GREC, the Application concludes that, based on modeling for cumulative PM10 impacts, the air quality impacts from all sources, including background, will be substantially below the 24-hour and annual PSD Class II increments and national AAQS, so the GREC facility will not cause or contribute to an exceedance of the PM10 PSD increments or national AAQS. Finally, turning to additional impacts, the Application reports that the GREC emissions are too low to significantly affect soils, vegetation, or wildlife. In discussing PM10 emissions, the Application advises that Florida's 24-hour and annual averages for PM10 emissions, under state AAQS, are 150 and 50 micrograms per cubic meter. As noted above, the GREC facility's PM10 emissions will result in an increase of PM10 concentrations by 20.4 micrograms per cubic meter, on a 24-hour average; its PM10 emissions will result in an increase of PM10 concentrations by 5.3 micrograms per cubic meter, on an annual average. Both of these increases are obviously below the state AAQS. (The national AAQS for PM10 is the same for a 24-hour average and omits an annual average.) Responses to Requests for Additional Information Attachment A to the February RRAI is a set of BMPs for biomass material handling and storage. Attachment A requires GREC to consult with the Gainesville Fire Department and develop a Fire Management Plan. Key components of the Fire Management Plan will be frequent rotation of the biomass and the prevention of biomass compaction. Attachment A provides for the covering or partial enclosing of drop points and conveyor systems for biomass. The in-ground receiving hoppers will be covered by a divided enclosure with roll-up entry doors, curtained exit doors, and stilling curtains in the upper roof. The fuel processing building, which houses the hammer hog and screens, will have local ventilation ducted to a fabric filter dust collector. Drop points to the wood piles will be minimized by telescoping discharge spouts. Boiler fill bins will have vent filters. To ensure that the dust control measures are effective, daily inspections of the equipment will take place. Also, regular maintenance of the equipment will be performed. All major roads at the GREC facility will be paved to suppress fugitive emissions. Trained GREC personnel will promptly remove excessive mud, dirt, or similar debris from paved roads. Attachment A provides that GREC will maintain the wood piles to avoid excessive wind erosion. GREC will develop a dust management plan for the storage areas. GREC will minimize the use of rolling stock on the wood piles during windy conditions. In a request for additional information, DEP commented that the projections of HAPs emissions seemed high because other biomass projects half the size of GREC had projected HAPs emissions one-quarter of those projected by GREC. Noting that 95 percent of the HAPs emissions from the GREC facility would be in the form of HF and HCl, GREC responded that the BFBB manufacturer, Metso Corporation, had recalculated the projected emissions from its boiler based on a redetermination of the fluorine and chloride content of the biomass fuel, BBFB chemical reactions, increased sorbent in the DSI, and optimization and sizing of the baghouse. Based on these recalculations, the February RRAI reports that the GREC facility will emit no more than 25 tpy of HAPs or 10 tpy of any single HAP. The February RRAI states that, based on these recalculations, the GREC will emit 170.7 tpy of SO2 (down from 243.9 tpy) and the following HAPS: HF--9.7 tpy (down from 71.4 tpy; and HCl--9.7 tpy (down from 35.7 tpy). Lead and mercury projected emissions will be the same, but total HAPs emissions will be 24.6 tpy. Also, the February RRAI projects emissions of PM2.5 to be 278.3 tpy. Due to these recalculations of HAPs, the February RRAI states that it is unnecessary for GREC to provide case-by-case MACT. Attachment D to the February RRAI is the Biomass Quality Assurance and Quality Control Plan (Biomass QAQC Plan). Restating the biomass specifications, the Biomass QAQC Plan requires GREC to contract with suppliers for woody biomass material that conforms to the material described in the Air Construction Permit. The Biomass QAQC Plan notes that the power purchase agreement between GRU and GREC requires GREC to hire two professional foresters to manage the biomass procurement. The Biomass QAQC Plan states that GREC is required to inspect each shipment of biomass, upon receipt, and reject all shipments that fail to conform to the specifications contained in the plan. The February RRAI explains why GREC is not required to perform AQRV analysis for impacts to Class I areas. The February RRAI notes that GREC has relocated several improvements by relatively short distances, but these relocations do not affect the PM modeling. The May RRAI mostly addresses PM. The May RRAI accedes to a DEP request to model fugitive emissions after the relocation of various improvements, as mentioned in the February RRAI. GREC supplied this analysis, which suggests that the GREC facility will not cause or contribute to an exceedance of the PM10 PSD Class II increments or national AAQS. Attachment B to the May RRAI describes the dispersion modeling that was undertaken after the relocation of the various site improvements. In response to an EPA comment, the May RRAI adds various offsite sources of PM10, including two simple cycle combustion turbines, three emergency diesel engines, and fugitive PM10 from coal handling at Deerhaven and three simple cycle combustion turbines at another nearby GRU facility. Also, the May RRAI increases the PM10 emission rates for a nearby cement plant. As before, GREC conceded that the PM10 emissions will exceed the PSD Class II significant impact levels, but contended that preconstruction ambient air quality monitoring is unnecessary because adequate data already exist in Alachua County for this pollutant and the 24-hour PM10 impacts will be highly localized and confined with the industrialized areas abutting the GREC site. Additionally, the May RRAI reports the results of cumulative PM10 modeling. Again, the May RRAI states that the result of this cumulative modeling is that the air quality impacts from all relevant sources, including background, will be well below the 24-hour and annual PSD Class II increments and national AAQS, so the GREC facility will not cause or contribute to an exceedance of the PM10 PSD increments or national AAQS. Responding to an EPA comment asking for justification for using PM10 as a surrogate for PM2.5, Attachment C of the May RRAI, citing an EPA guidance memo issued March 23, 2010, explains why PM10 may be used as a surrogate for PM2.5 for the GREC facility. Using the GREC facility's PM2.5/PM10 emission ratios, Attachment C assures that the GREC facility will not cause or contribute to an exceedance of PM2.5 national AAQS. In generating the PM2.5/PM10 emission ratios, Attachment C states that GREC assumed that all of the PM emissions from the BFBB would be PM2.5 because the baghouse filter would capture the larger PM. For fugitive dust and material handling, GREC relied on an EPA published 0.10-0.15 PM2.5/PM10 emission ratio, which is applicable to fugitive dust from paved and unpaved roads, material handling and storage piles, industrial wind erosion, and material transfer operations. GREC selected the 0.15 factor, which assumes a greater presence of PM2.5 in these emissions. For the cooling tower, GREC assumed the same 0.15 PM2.5/PM10 emission ratio. Noting that drift eliminators are the only technology that control PM2.5 and PM10 emissions for wet cooling towers, Attachment C cites a 2002 article finding that a cooling tower's PM2.5 emissions are less than one percent of its PM10 emissions. For its calculations, GREC assumed conservatively that its tower's PM2.5 emissions would be 15 percent of its PM10 emissions. Attachment C restates that, primarily due to the low elevation for fugitive PM emissions, the maximum PM10 impacts would be at the GREC fenceline. However, again taking a worst- case scenario, GREC assumed that all of its PM10 emissions would be stack emissions and that the BFBB PM emissions would coincide with all other PM emissions from the GREC facility. Adjusting the background PM2.5 data to remove the data for 2007, due to the pollution caused by extensive wildfires, GREC determined that, despite all of its conservative assumptions, in some instances resulting in worst-case assumptions, the GREC facility's PM2.5 emissions, when combined with background levels, would be below the 24-hour PM2.5 national AAQS. For this reason, responding to another EPA comment, GREC rejected the need for more additional impacts analysis. DEP's Technical Evaluation On July 14, 2010, DEP issued its Technical Evaluation. The Technical Evaluation identifies four specific elements for the control of fugitive emissions: the use of the first- in/first-out method for biomass and the telescoping chute to minimize drop lengths onto wood pile, use of BMPs and design features to control fugitive emissions from conveyor system, use of enclosures for dust collectors and (where possible) telescoping chutes, and wetting of wood piles and roads, as needed. For the handling of fly ash, the Technical Evaluation notes that a baghouse or similar filter will control fugitive PM emissions from the fly ash silo, and BMPs will be used to minimize PM emissions while loading trucks. For the BFBB, the Technical Evaluation identifies several elements for the control of emissions. The BFBB design, especially its efficient combustion, will control the formation of PM, CO, and VOCs, as well as HAPs. The fabric filter baghouse will control PM2.5 and PM10 emissions. Because the biomass fuel with be low in sulfur, SO2 and SAM emissions will be controlled. These emissions will also be controlled by reaction with the alkaline fly ash and DSI. The SCR will control NOX and VOCs. Low-chloride biomass fuel will control HAPs. HAPs will also be controlled by reaction with alkaline fly ash, DSI, the fabric filter baghouse, and SCR. And drift eliminators will control PM emissions from the cooling tower. The Technical Evaluation finds that the GREC facility is a major stationary source, under NSR/PSD, because it has the potential to emit 100 tpy of any PSD pollutant and is in one of 28 categories of major PSD facilities. The Technical Evaluation explains that, for major modifications of existing major stationary sources, PSD applicability depends on whether significant emission rates will be met. For net emissions exceeding these rates, an applicant must provide BACT for each pollutant exceeding its significant emission rate. The Technical Evaluation notes that PM2.5 is a PSD pollutant, but its significant emission rate has not yet been set, at least in Florida, so PM2.5 is regulated by its precursors and surrogates, including SO2, NOX, and PM/PM10. For the NOX and SO2 emissions of, respectively, 418.1 and 170.7 tpy, the Technical Evaluation discloses that, on July 12, 2010, DEP issued a permit to GRU imposing enforceable reductions in its Deerhaven NOX and SO2 emissions of, respectively, 418 and 171 tpy. In fact, based on a 2007 permit issued to GRU, DEP and GRU expect future reductions at Deerhaven in NOX and SO2 emissions of, respectively, 7139 and 3262 tpy. The air pollution control system permitted in 2007 will, in the long term, result in reductions of SAM and mercury, in excess of the GREC facility's emissions of these two pollutants, but DEP did not consider these offsets because of the lack of CEMS and enforceability. The Technical Evaluation thus concludes that, on a net basis, the GREC facility will emit PM/PM10, CO, and VOCs in excess of their respective PSD significant emission rates. The unnetted emissions of SAM are slightly below its significant emission rate. Although not shown on the table, the emissions of mercury are more than one order of magnitude less than its significant emission rate. Thus, GREC is subject to PSD ambient air modeling and BACT for PM/PM10, CO, and VOCs. The Technical Evolution relies on GREC's revised projections of HAPs with HCl and HF each at 9.72 tpy and total HAPs at 24.7 tpy. The Technical Evaluation concludes that the GREC facility, without regard to the Deerhaven facility, fails to trigger case-by-case MACT review because it is just under the thresholds of 10 tpy for any single HAP and 25 tpy for all HAPs. The Technical Evaluation notes that the 2007 air pollution control system permitted to GRU would result in reductions of HCl and HF greater than GREC's emissions of these two HAPs, but these offsets may not be considered in calculating the HAPs increases from the GREC facility due to the lack of a netting procedure in NESHAP. Reporting that GREC requested that the Air Construction Permit limit NOX and SO2 emissions even though, after netting, such limits were no longer required, the Technical Evaluation compares the GREC facility's emissions caps of these two PSD pollutants with the emissions caps of these two pollutants by other facilities. The GREC facility's emissions caps are lower than most other facilities, including the Nacogdoches biomass plant and another biomass plant in Ft. Gaines, Georgia, which are similar in size to the GREC facility. The biomass for the GREC facility will contain two orders of magnitude less sulfur than the coal burned at Deerhaven. For SAM, DEP imposed a limit of 6.6 tpy because the GREC projection of 5.9 tpy was close to the significant emission rate for SAM of 7 tpy. For the PSD pollutants requiring BACT, the Technical Evaluation observes that GREC has adopted a strategy in the BFBB of emphasizing the control of NOX, even where this means reduced control of VOCs and CO. Noting that the addition of an oxygen catalyst could reduce VOCs and CO, the Technical Evaluation reports that GREC chose instead SCR, which is superior to another system that its affiliate used at the Nacogdoches facility. With the ensuing reductions of NOX, GREC was able to retune the BFBB to back off the NOX control in order to gain additional control of VOCs and CO, which are emitted at slightly lower rates than the rates at the Nacogdoches and Ft. Gaines facilities. Due to the ongoing need to fine tune the BFBB combustion processes and the SCR, the Technical Evaluation notes that GREC agreed to tiered limits of VOCs and CO emission rates. Also, the Technical Evaluation provides that CO compliance will be measured by a CEMS, and VOCs compliance will be measured by an annual test. For PM/PM10/PM2.5, the Technical Evaluation reports that burnout of the constituents of these pollutants is superior in a BFBB than a stoker furnace. Because more-complete combustion reduces the risk of fires in the pollution control equipment, the BFBB permits GREC to use a baghouse to produce lower PM/PM10 limits and to minimize direct emissions of PM2.5. The Technical Evaluation states that the most effective control technologies for PM are fabric filters and electrostatic precipitators, but the former provide better control of fine PM. The Technical Evaluation identifies as supplementary control strategies the minimization of PM2.5 and visible emission precursors by limiting SO2, NOX, ammonia, VOCs, and chlorides. The Technical Evaluation notes that GREC's BACT proposal for filterable PM/PM10 is the NSPS of 89 tpy based on a fabric filter baghouse. The Technical Evaluation adds that GREC estimated 250 tpy for total PM/PM10, including filterable and condensible PM/PM10. Given the BFBB, baghouse, DSI, and SCR, DEP did not expect the emissions of filterable and condensible PM/PM10 to be as high as projected by GREC and expected these emissions to be below those of the Nacogdoches and Ft. Gaines facilities, which projected PM/PM10 emissions at rates about 75 and 43 percent, respectively, of the rate of these emissions at the GREC facility, even though it would emit less NOX and SO2 and would be equipped with a superior catalytic control system. DEP elected the NSPS limit for PM/PM10, but warned that the GREC facility will eventually need to comply with a filterable PM NSPS limit that, when initially proposed by EPA, was about half the emissions rate proposed by GREC. The Technical Evaluation requires compliance by initial and annual stack testing using EPA Method 5 or 17 for filterable PM/PM10 emissions and EPA Method 202 for filterable and condensible PM/PM10 emissions. The Technical Evaluation adds that a visible emissions limit of 10 percent opacity over a six-minute average, except for one six-minute period of not more than 20 percent opacity, which is BACT, will be demonstrated by the continuous opacity measurement system. The Technical Evaluation states that GREC has incorporated BACT into its proposal concerning PM2.5. This finding is based on the BACT limits for PM/PM10, CO, and VOCs; low emissions of SO2 and NOX; enforceable reductions in PM2.5 precursors from Deerhaven; the visible emissions limit, which controls the fraction of PM2.5 that interferes with light transmission; and limits on ammonia and HCl. Controlling SO2, NOX, CO, VOCs, chlorides, and ammonia controls PM2.5 because these pollutants are PM2.5 precursors. For HCl, the Technical Evaluation acknowledges that DSI and the fabric filter will control emissions, for which DEP will require a CEMS. For HF, the Technical Evaluation notes that the fly ash interaction, DSI, and the fabric filter will control emissions, for which DEP will also require a CEMS. For the four metallic HAPs, phosphorus, chromium, manganese, and lead, and nine organic HAPs, which exclude dioxins or furans, DEP will require initial and annual stack tests. For PM, the Technical Evaluation reviews the BMPs for biomass fuel delivery, preparation, storage, and handling. As for the quality of the biomass accepted at the GREC facility, the Technical Evaluation notes that GREC will contractually obligate its suppliers to provide biomass that conforms to the biomass described in the Air Construction Permit. The Technical Evaluation states that GREC must inspect each shipment of biomass and reject nonconforming biomass. GREC must document each shipment and document rejected shipments, including the ultimate disposition of such shipments. Discussing the three PSD pollutants--VOCs, CO, and PM/PM10--that the GREC facility will emit in excess of PSD significant emission rates, the Technical Evaluation approves of GREC's use of PM10 as a surrogate for PM2.5, especially due to the enforceable reductions at Deerhaven of SO2 and NOX. The Technical Evaluation reports that, between 2007 and 2009, Florida's power plants reduced their SO2 and NOX emissions by 38 percent and 54 percent, respectively. Agreeing with GREC that the only pollutant emissions to exceed their significant impact levels will be PM/PM10 for Class II areas, but not Class I areas, the Technical Evaluation also agrees with GREC that no purpose would be served by requiring preconstruction air monitoring for PM because of the low emissions of these pollutants by the GREC facility and the existence of adequate monitoring for PM in Alachua and Putnam counties, which disclose attainment with national AAQS for PM10 and PM2.5. In its multisource PSD Class II increment analysis, the Technical Evaluation explains that the PSD increment is the amount by which new sources may increase ambient ground level concentrations from a baseline concentration. For PM10, the Technical Evaluation agrees with GREC's modeling that the 24- hour and annual averages would not come close to the maximum allowable increment. Likewise, the Technical Evaluation agrees with GREC that its PM10 impacts would not come close to national or state AAQS for this pollutant. Lastly, the Technical Evaluation agrees with GREC in terms of additional impacts. The Technical Evaluation states that the GREC facility will not have an adverse impact on soils, wildlife, or vegetation. The Technical Evaluation reports that the U.S. Fish and Wildlife Service did not require an AQRV analysis due to the facility's low emissions. Based on its analysis, the Technical Evaluation found that the Application, as amended and conditioned by the Air Construction Permit, meets all federal and state air pollution control requirements. Air Construction Permit Draft Air Construction Permit Section 1 highlights the GREC facility's pollution control technology: the efficient combustion of clean woody biomass in the BFBB to minimize formation of PM/PM10/PM2.5 (which is referred to as PM in the draft Air Construction Permit), NOX, CO, and VOCs; limitation of biomass to clean woody biomass to minimize the formation of SO2 and HAPs, including HF and HCl; injection of ammonia into the SCR to SCR to destroy NOX; use of DSI and alkaline fly ash to control SO2, HF, and HCl; installation of fabric filter baghouse to control PM and remove injected sorbents; implementation of BMPs to minimize fugitive PM emissions from biomass handling, storage and processing, ash handling, storage and shipment and alkaline sorbent handling, storage, and processing; and appropriate design of draft cooling tower to minimize drift (PM). For emissions monitoring, draft Air Construction Permit Section 1 identifies the following: CEMS for CO, SO2, NOX, HCl, and HF and a continuous opacity measuring system for visual emissions. Draft Air Construction Permit Section 1 notes that GRU's Deerhaven facility is a major source of HAPs, but the GREC facility itself is not a major source of HAPs. The draft Air Construction Permit states that the GREC facility is a major stationary source under the NSR/PSD program and is subject to NSPS and NESHAP, under the Clean Air Act. Draft Air Construction Permit Section 2, Specific Condition 11 provides: No person shall cause . . . or allow the emissions of unconfined particulate matter from any activity, including vehicular movement; transportation of materials; construction, alteration, demolition, or wrecking; or industrial related activities such as loading, unloading, storing, or handling; without taking reasonable precautions to prevent such emissions. . . . Appendix BMP . . . provides a Best Management Plan of reasonable precautions specific to the GREC facility to control fugitive PM emissions. General reasonable precautions include the following: a. Paving and maintenance of roads, parking areas and yards; b. Application of water or chemicals to control emissions from such activities as demolition of buildings, grading roads, construction, and land clearing; c. Application of asphalt, water, oil, chemicals or other dust suppressants to unpaved roads, yards, open stock piles and similar activities; d. Removal of particulate matter from roads and other paved areas under the control of the owner or operator of the facility to prevent re- entrainment, and from buildings or work areas to prevent particulates from becoming airborne; e. Landscaping or planting of vegetation; f. Use of hoods, fans, filters, and similar equipment to contain, capture and/or vent particulate matter; g. Confining abrasive blasting where possible; and h. Enclosure or covering of conveyor systems. Draft Air Construction Permit Section 3.A applies to the emissions unit of biomass delivery, preparation, storage, and handling. Section 3.A describes the unit as consisting of three truck dumpers, two sets of screens and hogs, and automatic and manual stackers to maintain, on average, a 15-20 day supply of biomass based on full load operation and average biomass fuel moisture content. Noting that suppliers will initially chip, ground, and otherwise process the biomass at offsite locations before trucking it to the GREC facility, Section 3.A reports that 130-150 fuel truck deliveries are expected daily, six days per week. During peak periods, the GREC facility is expected to handle 24 truckloads of biomass per hour. By design, the maximum processing rate is 600 tons per hour with a maximum yearly rate of 1.395 million tons. Draft Air Construction Permit Section 3.A describes the four wood piles. The automatic stacker/reclaimer pile will be 85 feet high--the draft Air Construction Permit does not incorporate the 60-foot height restriction added at the hearing--with a storage capacity of 125,000 cubic yards of fuel. The stock pile will be shaped like a cone, 60-feet high, and capable of storing 8500 cubic yards of fuel. This pile will be fed with a fixed stacker, including a telescoping chute to minimize drop distances. The second storage pile will be 35 feet high with a storage capacity of 79,000 cubic yards of fuel. Rolling stock will transfer fuel from the stock pile to the second storage pile. A fourth, small pile will be for sawdust, which will be delivered, moist, by trucks to an open area adjacent to the second storage pile. Front-end loaders will reclaim the sawdust. Draft Air Construction Permit Section 3.A.1 authorizes the construction of biomass delivery, unloading, and processing equipment consisting of truck scales, a fully enclosed building containing surge bins, size disc screens and hogging equipment, three drive-through truck dumpers with receiving hoppers, six conveyors to transport the biomass from the truck dumpers to the fuel handling and storage system, a metal detector and self- cleaning magnetic separator on the conveyor entering the screen/hog building, two surge bins and two reclaimers within the screen/hog building to accept the biomass from the conveyors from the truck dumpers, two sizing discs in the screen/hog building to screen any oversized biomass and send it to the hogs for reduction to design size, and two hogs in the screen/hog building to reduce the size of any oversized biomass. Draft Air Construction Permit Section 3.A.2 authorizes the construction of biomass fuel handling and storage system equipment consisting of a stacker/reclaimer system for the first storage pile, a telescoping chute for the stock pile, two conveyors to transport the fuel to the stacker/reclaimer pile, a telescoping chute for the stock pile, five conveyors to transfer the fuel from the two storage piles to the BFBB bins, and scales and magnetic separators for some of the conveyors. The two BFBB bins will store sufficient biomass for 45 minutes of boiler operation and will be equipped with bin vent filters to control PM emissions. Draft Air Construction Permit Section 3.A.3 provides for the control of fugitive PM by the use of enclosed conveyors, where practical, and installation of dust collectors on conveyor drop transfer points, also where possible. One exception to the enclosure of the conveyors is a small section near the truck dumpers to allow visual inspection of biomass to ensure that the GREC facility has accepted conforming loads. Section 3.A.3.a requires the addition of a baghouse to the screen/hog building to control PM emissions, and the installation of a screw conveyor to transfer the PM captured in the baghouse to the conveyor taking the biomass to the biomass fuel handling and storage system. Section 3.A.3.b requires the installation of bin vent filters to control PM emissions from the boiler bins. Draft Air Construction Permit Section 3.A.4 requires a BMP plan to control fugitive emissions from this emissions unit. The BMP plan will include provisions to ensure that the biomass conforms to the qualitative standards imposed by the draft Air Construction Permit. A draft BMP plan is attached to the draft Air Construction Permit, but GREC must provide DEP with a final BMP plan at least 180 days prior to opening the facility. The draft BMP plan addresses fugitive emissions, pile management, and fire prevention. After reciting the clean woody biomass materials that are permitted, as noted above, the draft BMP plan prohibits wood that has been chemically treated or processed, yard trash, paper, treated wood such as CCA or creosote, painted wood, and wood from landfills. The draft BMP plan does not explicitly prohibit the acceptance of construction and demolition debris, although GREC offered at the hearing to add this prohibition. The draft BMP plan requires the covering or partial enclosure of conveyor systems and drop points for biomass. The hoppers into which biomass trucks deliver their loads must be covered for dust control. The hoppers will be in a divided enclosure with roll-up entry doors, slitted curtains at the exit doors, and stilling curtains in the upper roof area. Processing equipment will be in an enclosed building, identified above as the screen/hog building, which will be equipped with local ventilation and ducted to a fabric filter dust collector. Drop points to the wood piles will be designed to minimize the overall exposed drop height by using telescoping discharge spouts. Boiler fuel bins must be equipped with bin vent filters. GREC staff will conduct daily observations of the conveyor system and drop point integrity to ensure proper operation. All major roads at the GREC facility will be paved. GREC staff will promptly remove excessive mud, dirt, or similar debris from the paved roads. All paved roads and gravel areas will be wetted as needed to minimize fugitive dust emissions. GREC shall manage and maintain the biomass storage areas to avoid excessive wind erosion. Ninety days after the plant becomes operational, GREC shall submit to DEP a fugitive dust management plan for the biomass storage area. Front-end loaders and other equipment will minimize movement of the biomass on high wind event days. When necessary to minimize fugitive dust emissions, GREC will wet the biomass before moving it with front-end loaders and other equipment. GREC staff shall observe the biomass storage areas daily to determine if they need to implement elements of the fugitive dust management plan. GREC staff will work with the Gainesville Fire Department to develop a Fire Management Plan. GREC will avoid spontaneous combustion and odors by rotating the biomass in the wood piles. The stacker/reclaimer pile will be divided into zones to facilitate the removal of the oldest biomass first. The fuel yard manager will do the same with the manual pile. Compaction of the biomass will be minimized. To assure that the qualitative biomass specifications are met, GREC will require that suppliers perform most of the processing offsite. For each shipment of biomass, GREC must record the date, quantity, and description of the material received. GREC must inspect each shipment for nonconforming materials, and GREC must reject or segregate such material, if it is discovered. GREC must maintain records of rejected shipments and their disposition. Draft Air Construction Permit Section 3.A.6 specifies the qualitative standards for the biomass. GREC may receive only "in-forest residue and slash," which are defined as "tops, limbs, whole tree material and other residues from soft and hardwoods that result from traditional silvicultural harvests"; "mill residue," which is defined as "saw dust, bark, shavings and kerf waste from cutting/milling whole green trees; fines from planing kiln-dried lumber; wood waste material generated by primary wood products industries such as round-offs, end cuts, sticks, [and] pole ends; and reject lumber as well as residue material from the construction of wood trusses and pallets"; "pre-commercial tree trimmings and understory clearings," which are defined as "tops, limbs, whole tree material and other residues that result from the cutting or removal of certain, smaller trees from a stand . . .; and forest understory which includes smaller trees, bushes and saplings"; "storm, fire and disease debris," which are defined as "tops, limbs, whole tree material and other residues that are damaged due to storms, fires or infectious diseases"; "urban wood waste," which is defined as "tree parts and/or branches generated by landscaping contractors and power line/roadway clearance contractors that have been cut down for land development or right-of-way clearing purposes"; "recycled industrial wood," which is defined as "wood derived from used pallets packing crates; and dunnage disposed of by commercial or industrial users"; and "supplementary fuel material," which is defined as "herbaceous plant matter; clean agricultural residues (i.e. rice hulls, straw, etc.: no animal wastes or manure); and whole tree chips and pulpwood chips." Draft Air Construction Permit Section 3.A.8-13 describes visible emissions limits and opacity testing that GREC must perform. The description conforms to the limits described above. Draft Air Construction Permit Section 3.B applies to the BFBB. Section 3.B provides that the maximum heat input capacity is 1358 mmBTU per hour on a four-hour average basis. The BFBB's steam production capability will be 650,000 to 930,000 pounds per hour. Section 3.B repeats the description of the pollution-control technology contained in the introduction of the draft Air Construction Permit, adding only that the fabric filter baghouse will have a design efficiency of 99.99 percent to control PM and visible emissions. Draft Air Construction Permit Section 3.B describes the stack as 12 feet in diameter and at least 230 feet tall. It will release flue gas with a temperature of about 310 degrees at a volumetric flow rate of 520,600 actual cubic feet per minute. Draft Air Construction Permit Section 3.B requires CEMS for CO, NOX, SO2, HCl, and HF, as well as continuous opacity monitoring systems for visible emissions. Draft Air Construction Permit Section 3.B.1 describes the BFBB. Section 3.B.2.a requires the addition of a fabric filter baghouse to control PM and visible emissions. Section 3.B.2.b requires the addition of an ammonia-based SCR to reduce NOX emissions. Section 3.B.2.c requires the addition of DSI to control the emissions of SO2 and HAPs, particularly HCl and HF, although there seems to be no mention of the trona sorbent that GREC selected, after submitting the original application, to achieve greater pollution control. The 24-hour average from CEMS of SO2, HCl, and HF will be monitored daily by trained staff to determine if adjustments are required to DSI to assure that emissions of these pollutants do not exceed the limits stated in the draft Air Construction Permit. GREC must report these emissions data quarterly to DEP. Draft Air Construction Permit Section 3.B.9 states the emissions limits for the BFBB and the applicable tests. Selected limits are: NOX--416.4 tpy--12-month CEMS; SO2--170.7 tpy--12-month CEMS; SAM--1.4 lb/hr--initial and annual stack test; CO--0.12/0.18 lb/mmBTU--30-day CEMS; HCl--9.72 tpy-- 12-month CEMS; HF--9.72 tpy--12-month CEMS; HCl, HF, organic HAPs, and metallic HAPs--24.7 tpy--12 month CEMS plus initial and annual stack tests; visible emissions--10 percent opacity-- continuous opacity monitoring system and initial stack test; VOCs--0.01/0.009 lb/mmBTU--initial and annual stack test; and heat input rate--1,358 mmBTU/hr--four-hour average. "Lb/mmBTU" means pounds per million BTU heat input. The alternative values for CO and VOCs state the limit for the first 360 calendars after certification of the CEMS followed by the limit thereafter and allow GREC time to fine tune the BFBB and air pollution control technology. Draft Air Construction Permit Section 3.B.13 requires GREC to install, calibrate, maintain, and operate CEMS for SO2, NOX, CO, HCl, and HF, as well as a diluent monitor for either CO or oxygen, from the boiler stack to show compliance with Section 3.B.9. This section provides the standards for certification, operation, maintenance, and recordkeeping for each CEMS. Draft Air Construction Permit Section 3.B.18 provides that the initial and annual stack tests shall be conducted between 90 and 100 percent of maximum heat input rate. A note states that the initial test must be done at 90 to 100 percent of permitted capacity, but the draft Air Construction Permit will be modified to reflect true maximum capacity, as constructed, so, implicitly, the annual tests will be based on the adjusted maximum heat input rate. Draft Air Construction Permit Section 3.B.19 provides similarly for HAPs. Draft Air Construction Permit Section 3.B.20 identifies the EPA Method stack tests and calculations for various emissions. EPA Method 320 is for the measurement of Vapor Phase Organic and Inorganic Emissions by Extractive Fourier Transform Infrared Spectroscopy. EPA Methods 5, 5B, and 17 are for the measurement of PM. EPA Methods 201 and 201A are for the measurement of PM10. All but one of the EPA Methods are specified in 40 CFR Part 60, Appendix A. Despite the statement in the Technical Evaluation that DEP would require GREC to use EPA Method 202 to measure filterable and condensible PM emissions, the draft Air Construction Permit omits this test, as well as any other test for filterable and condensible PM emissions. Draft Air Construction Permit Sections 3.B.22 and 23 require GREC to continuously measure and record pressure drops across each baghouse compartment controlling PM boiler emissions. Draft Air Construction Permit Section 3.B.25 specifies the information to be contained in the stack test reports submitted to DEP. Section 3.B.26 provides that GREC will submit to DEP monthly records of the hours of operation of the BFBB, tons of woody biomass burned, cubic feet of natural gas burned (for start-ups), pounds of steam, total heat input rate, hourly heat input rate to the BFBB, and the updated 12- month rolling results for each of these parameters. Draft Air Construction Permit Section 3.B.27 provides that GREC will submit to DEP quarterly records of CO, NOX, SO2, HCl, HF, and opacity emissions. Draft Air Construction Permit Section 3.C pertains to ash handling, storage, and shipment. Section 3.C states that about two-thirds of the ash created by the combustion of the biomass will leave the BFBB as fly ash and the remaining one- third will leave as bottom ash. Fly ash from the boiler connective pass and baghouse hoppers will be collected dry and transported pneumatically to a single fly ash storage silo by means of two vacuum blowers. The transferred fly ash will first pass through a receiver/collector that will separate the fly ash from the conveying air stream. After passing through an air lock valve, the fly ash will be deposited into the storage silo, which will be vented through a baghouse to control PM emissions. The fly ash will either be stabilized with water or loaded dry into a receiving truck. If stabilized with water, the ash will be transferred by chute into covered trucks, which will haul it offsite for reuse or disposal. If transferred dry, the ash will be transferred by an enclosed process by chute into sealed trucks. Draft Air Construction Permit Section 3.C states that bottom ash from the bed will consist primarily of noncombustible materials (e.g., rocks, glass, sand, and metal) from the biomass fuel. The coarse bottom ash will be removed from the BFBB through ash hoppers and chutes. The coarse material will be sieved in a rotating screen prior to conveyance to the bottom ash container. The contents of this container will be taken offsite for disposal at a properly licensed landfill. Draft Air Construction Permit Section 3.C.1 authorizes GREC to construct an emissions unit consisting of the above-described equipment for the handling, storage, and shipment of fly and bottom ash. Section 3.C.2 requires GREC to install and operate, where practical, enclosed conveyors for bottom and fly ash to minimize fugitive PM and, where practical, dust collectors on the bottom and fly ash transfer points, drop points, hoppers, and chutes. Section 3.C.2 requires GREC to design, install, and maintain a baghouse to remove PM from the fly ash storage silo exhaust. This baghouse will achieve a PM emission rate of 0.15 grains per dry standard cubic foot. Draft Air Construction Permit Section 3.C.4 provides that the maximum design transfer rate of the fly ash handling system will be 3.2 tons per hour with a maximum annual design transfer rate of 27,594 tpy. Section 3.C.5 provides that the maximum design transfer rate of the bottom ash handling system will be 1.5 tons per hour with a maximum annual design transfer rate of 13,140 tpy. The overall ash handling, storage, and shipment system will have a maximum annual design transfer rate of 40,734 tpy. Draft Air Construction Permit Section 3.C.7 imposes a 10 percent opacity limit from the bottom and fly ash conveyors, transfer points, drop points, hoppers, chutes, and dust collectors, except for a 20 percent rate for one six-minute period per unspecified period of time. Section 3.C.8 limits PM emissions from the baghouse of the fly ash silo to 0.15 grains per dry standard cubic foot. Draft Air Construction Permit Sections 3.C.11 and 12 pertain to initial and annual testing for visible emissions. Section 3.C.13 provide that these tests sill serve as a surrogate for PM emissions tests. If the visible emissions standard is unmet, a PM test using EPA Method 5 must be conducted on the baghouse stack to show compliance with the PM emissions standard specified in Section 3.C.8. Section 3.C.14 requires GREC to maintain continuous operation of bag leak detection systems on the fly ash storage silo baghouse. Draft Air Construction Permit Section 3.D describes the cooling tower as a four-cell, mechanical, draft-type tower with high efficiency fill and drift eliminators. Cooling tower evaporation loss at maximum load is estimated to be 1.34 million gallons per day. GREC will obtain makeup water from two onsite wells drilled to the Floridan aquifer. Draft Air Construction Permit Section 3.E describes an emergency diesel generator with a maximum design rating of 564 kW. Draft Air Construction Permit Section 3.F describes an emergency diesel firewater pump engine with a maximum design rating of 275 hp. In addition to the draft BMP plan, described above, the draft Air Construction Permit contains several other appendices. Appendix CEMS requires GREC to evaluate the acceptability of each CEMS by conducting a performance specification. Appendix CEMS Section 8 provides: for CO CEMS, GREC will use EPA Performance Specification 4 or 4A; for NOX and SO2 CEMS, GREC will use EPA Performance Specification 2; for HCl, GREC will use EPA Performance Specification 15, Method OTM 22, or alternative specification approved by DEP; and for HF, GREC will use EPA Performance Specification 15, Method OTM 22, or alternative specification approved by DEP. The EPA performance specifications are found at 40 CFR Part 60, Appendix B. Appendix CEMS Section 9 requires GREC to implement EPA quality assurance procedures found at 40 CFR Part 60, Appendix F. These apply to each pollutant mentioned in the preceding paragraph. Appendix CTR covers common testing requirements. Appendix CTR Section 1 requires that emissions tests take place with the emissions unit, such as the BFBB, operating at permitted capacity, which is defined as 90 to 100 percent of the maximum operation rate allowed by the final Air Construction Permit. Appendix CC covers common conditions. Appendix CC Section 10 provides that GREC will comply with changes in Florida statutes and DEP rules after "a reasonable time for compliance." Other Findings Dioxin Petitioners claim that GREC has failed to provide reasonable assurance that the proposed facility protects public health and the environment from emissions of dioxins, including furans and PCBs, and the draft Air Construction Permit fails to impose emissions limits for dioxins. Dioxins are not among the pollutants covered under national AAQS. Dioxins are classified as HAPs, but, unlike the situation with HCl and HF, Petitioners do not contend that DEP incorrectly concluded that dioxin emissions would be under 10 tpy. Instead, Petitioners claim that the projected emissions of dioxins by the GREC facility, although indisputably well under 10 tpy, are nonetheless high enough to endanger public health and the environment. Dioxins are compounds that result from the combustion of chlorine-containing materials, including wood. The family of "dioxins" includes furans and polychlorinated biphenyls (more commonly known as PCBs), which all are within the family of persistent organic pollutants. Common sources of dioxins include boilers, electrical power plants, municipal and medical waste incinerators, crematoriums, cement kilns, forest fires, household fireplaces, cigarette smoking, pulp production, and open burning. Dioxins have been associated with cancer and disorders of the immune, skin, digestive, and reproductive systems, where dioxins may act as endocrine disruptors. Work with rats suggests that a major effect of excessive dioxin exposure in utero is upon the reproductive system of the fetus. Dioxins are persistent. Their half lives in the environment range from 30 to 40 years. Because they are hydrophobic and accumulate in fatty tissue, dioxins enjoy half lives of 7-12 years in humans. Humans acquire dioxins by breathing, skin contact, consuming water, consuming food, breastfeeding, and transplacental movement while in utero. The last three means are the principal routes of human exposure. The virtually safe dose, or reference dose, for dioxins is low: one picogram per kilogram per day. One picogram is one-trillionth of one gram. An EPA work in progress may lower this reference dose to 0.7 picograms per kilogram per day. For the late 1990s, the EPA estimated that the average American acquired 6-10 picograms per kilogram per day, later reducing this estimate to 6-8 picograms per kilogram per day. The EPA estimate for children, including breast-fed infants, is five to seven times higher, around 40 picograms per kilogram per day. This is about 60 times higher than the virtually safe dose. However, the trends for dioxin levels are good. In its 2006 reassessment of dioxin, the EPA reported that dioxin levels in the environment had decreased by over 90 percent since the late 1980s. Over roughly the same period, the Centers for Disease Control reported that dioxin concentrations in human blood had decreased 80 percent, although decreases in dioxin concentrations in human fatty tissue over the same period of time are likely less. To some extent, dioxin emissions will be limited by the pollution control equipment, especially the redesigned fabric baghouse and SCR catalyst, which, according to the Technical Evaluation, will help destroy VOCs and is a documented strategy for dioxin control. Also, the temperature of the air leaving the stack will be about 310 degrees--90 degrees below the temperature at which dioxins form. GREC has provided reasonable assurance that the GREC facility will not emit dioxins in significant amounts. Thomas Davis is the principal engineer of GREC's consultant, ECT. Mr. Davis, who has considerable experience in air pollution control technology, analyzed the potential for dioxin emissions from the GREC boiler. Mr. Davis found five, operational fluidized bed boilers for which relevant data were available on the rate of dioxin emissions. He then applied the derived emissions rate to the GREC boiler. Mr. Davis determined that the GREC boiler will likely emit .11 grams per year of all dioxins and about .012 grams per year of 2,3,7,8 TCDD, the most potent dioxin. Expressed in another way, the .11 grams per year of total dioxins emitted by the GREC boiler is 110,000,000,000 picograms per year or 301,369,860 picograms per day. If the average person--young and old--weighs 50 kilograms, this emission rate translates to about 6 million picograms per kilogram per day. If the population of Alachua County were 250,000 persons, then the daily exposure, without regard to dispersion patterns, would be 24 picograms per day. For many reasons, 24 picograms of dioxins per kilogram per day of exposure represents only a starting point in the calculations necessary to grasp the limited extent of the dioxin exposure posed by the GREC boiler. An adjustment of one order of magnitude is suggested by the fact that Mr. Davis calculated the emissions rate of most toxic 2,3,7,8 TCDD at one- tenth the rate of the dioxins family. This means that the most toxic dioxin is produced at the rate of only 2.4 picograms per kilogram per day. A larger adjustment is required because the GREC biomass plant will displace substantial open burning that presently takes place in North Florida. The result will be a large net reduction in dioxin emissions. How much and over what area is hard to say, partly due to the replacement of dispersed burning with point-source combustion. The record supports an estimate that about half of the biomass to be combusted by GREC would have been open burned. Using this estimate, the open burning of this biomass would have produced dioxin emissions of 3-8 grams per year. GREC has effectively replaced these dioxin emissions with .11 gram per year. And, if the dispersed dioxin emissions displaced by the GREC facility were closer to agricultural areas, given the role of food consumption, not inhalation, as the primary means of consumption, another adjustment downward in effective dose would be necessary. Calculations by two witnesses support GREC's reasonable assurance of the insubstantiality of the impact posed by the GREC boiler in terms of dioxins. Mr. Davis calculated dioxin dispersal patterns for air and deposition and found that the average annual maximum concentration was .000000000149 micrograms per liter of air per and the average annual wet and dry deposition rate was .0000000000206 grams per square meter. These are reassuringly low numbers. Making more elaborate dioxin calculations, Dr. Christopher Teaf, an expert in environmental chemistry, toxicology, and human health risk assessment, performed a large number of calculations in the most conservative manner possible, such as by assuming that all dioxins were 2,3,7,8 TCDD and treating the emissions from the GREC boiler as new emissions (i.e., disregarding the fact that GREC's dioxin emissions displace far higher dioxin emissions from open burning). Dr. Teaf showed that air concentrations and wet and dry deposition rates were well below--usually, by one or more orders of magnitude--recently published EPA regional screening levels for air, water, and soil. Petitioners' contention for a limitation on dioxins emissions in the Air Construction Permit misses a couple of points. The GREC boiler will result in a net reduction in dioxin emissions, and, even without regard to the netting, GREC has provided reasonable assurance that the GREC facility's dioxin emissions are not, themselves, significant. GREC has provided reasonable assurance that the GREC facility adequately protects the public health and environment from emissions of dioxins, including furans and PCBs, and, based on the circumstances of this case, the Air Construction Permit is not required to contain a dioxins emissions limit. Mercury Petitioners claim that GREC has failed to provide reasonable assurance that the proposed facility protects public health from emissions of mercury. Mercury is not among the pollutants covered under national AAQS. Although not a PSD pollutant, as noted above, NSR/PSD sets a significant emission rate for mercury, and the mercury emissions of the GREC facility will not exceed this rate. Although a HAP, mercury, like dioxins, is not emitted at rates anywhere near the 10 tpy threshold. Instead, as with dioxins, Petitioners claim that the projected emissions of mercury by the GREC facility, although indisputably well under 10 tpy, are nonetheless high enough to endanger public health and the environment. The biomass fuel contains trace amounts of mercury. Combustion at 1500 degrees vaporizes the mercury into gaseous elemental mercury. Subsequent cooling may produce elemental mercury, particle-bound mercury, and oxidized mercury compounds, which is also known as reactive gaseous divalent mercury (RGM). The baghouse filters might capture some of these mercury emissions, although GREC's analysis conservatively assumed that they would not. Of the 16.7 pounds per year of all forms of mercury projected to be emitted by the GREC biomass plant, about 70 percent of it, according to GREC's conservative assumptions, will be elemental mercury and 30 percent of it will be RGM. The former has long residence time in the atmosphere and travels long distances, and the latter deposits locally and regionally. By comparison, annual anthropogenic emissions of mercury in the United States were 145 tons in 2005, including 48 tons from power plant emissions. In 1999, mercury emissions from Florida coal-fired plants were 1923 pounds. Worldwide, anthropogenic emissions of mercury account for two-thirds of total mercury emissions, the remainder being from natural causes, such as volcanic eruptions and oceans. The Site Application considers wet and dry deposition rates of mercury in the Santa Fe River basin. After calculating an average areal wet deposition rate from the GREC facility, the Site Application concludes that it is 6000 times less than the average areal wet deposition at the nearest location for which such data are available. The Site Application also concludes that the wet plus dry deposition rate of mercury from the GREC facility will be 400 times less than the wet-only rate at the comparison location. Additionally, as noted above, the air pollution control system installed at Deerhaven will reduce mercury emissions by more than the increases caused by the GREC project. Because these decreases will not be subject to CEMS and will not be enforceable, DEP's NSR/PSD analysis could not net the GREC facility's mercury emissions against the corresponding decreases in mercury emissions at Deerhaven. However, the GREC facility will emit mercury at a rate over one order of magnitude less than the PSD significant emission rate for mercury. And, to the extent that Petitioners have questioned the safety of GREC's projected mercury emissions outside of NSR/PSD and NESHAP, then the limitations on netting do not preclude attaching significance to the fact that, when considered in conjunction with roughly contemporaneous pollution control improvements at Deerhaven, the GREC facility's mercury emissions are nonexistent. GREC has provided reasonable assurance that the GREC facility adequately protects the public health and environment from emissions of mercury. Netting of NOX and SO2 To Avoid BACT Petitioners claim that DEP improperly allowed GREC to net its NOX and SO2 emissions against enforceable reductions of NOX and SO2 by GRU at Deerhaven, so as to avoid BACT analysis. On July 12, 2010, DEP issued a permit to GRU imposing enforceable and permanent reductions on Deerhaven Unit 2's emissions of NOx and SO2--418 tpy of the former and 171 tpy of the latter. These reductions were achieved by GRU's installation of more effective pollution control technology. Under NSR/PSD, GREC may net out its emissions of NOx and SO2 by taking into account these offsetting GRU reductions because GREC and GRU constitute one major stationary source, under NSR/PSD permitting. Offsetting the increased emissions of GREC with the decreased emissions of GRU is authorized by the proximity of the two operations and their common operational control. Specifically, GRU controls GREC's operations through their power purchasing agreement, which gives GRU the authority to dispatch the power generated by the GREC facility, to determine when the biomass plant will start up and shut down, to control the amount of electricity that the GREC biomass plant will produce while operating, and to regulate the voltage of such electricity. GRU will supply the switchyard and transmission lines by which GREC-produced power will enter the power grid and will distribute GREC-produced power among GRU customers. GRU will also supply the natural gas that GREC requires for start-up and the electricity that GREC requires for start-up and stand-by operations. GRU even agreed to reduce its groundwater withdrawals by 1.4 million gallons per day, so GREC could withdraw an equal amount of groundwater for its operations. Contrary to Petitioners' contention, this aggregate treatment of GRU and GREC is not a legal fiction designed to circumvent BACT under the NSR/PSD program. On these facts, it would be much easier to prove that the independence of GREC is a legal fiction, or that GREC serves as GRU's contractor, ushering the biomass plant through certification, permitting, the acquisition of supplier contracts, and start-up, perhaps then to sell it to GRU at the same late stage that GREC's affiliate sold the Nacogdoches plant. But whatever the precise relationship between the two entities is, or proves to be, at this stage, without doubt, GRU controls GREC. Contrary to Petitioners' contention, the emissions reduction achieved by GRU at Deerhaven cannot somehow be disregarded in this case and "banked" as a gain in achieving cleaner air. From all appearances, GRU pursued this emissions reduction--and certainly the permit modification enforcing the emissions reduction against GRU permanently--for the same reason that it agreed to reduce its groundwater withdrawals. The reason is not an abundance of good will among corporate partners working shoulder to shoulder in providing America's power needs or a gestalt moment of environmental awareness. GRU effected this emissions reduction as a strategic decision to enable GREC to come online sooner and provide GRU with a reliable source of power from a plant much newer than any that it has in place at Deerhaven. This is the economic reality of the closer-than- armslength relationship that exists between GRU and GREC. The netting of NOx and SO2 emissions means that GREC effectively emits no such pollutants. But to put GREC's offset emissions into context, Deerhaven Unit 2 produces roughly 2.5 times the power that the GREC plant will produce. Even after the July 2010 emission reductions, Deerhaven Unit 2 is permitted to emit 3381 tpy of NOx emissions and 8005 tpy of SO2 emissions. If the GREC plant were scaled up to Deerhaven Unit 2's capacity and the NOX and SO2 emissions could be extrapolated linearly, the GREC biomass plant would produce about one-third as much NOx and one-twentieth as much SO2. Nothing in the record suggests that GREC's relatively low emissions of NOx and SO2--even without regarding to netting--presents a significant risk to human health or the environment. GREC has provided reasonable assurance that its NOx and SO2 emissions properly should be netted against offsetting reductions in these emissions at Deerhaven and that BACT analysis for these pollutants is thus unnecessary. Not Major Source of HAPs So No MACT Petitioners claim that DEP improperly determined that the GREC facility will not be a major source of HAPs, so DEP improperly relieved GREC of the burden of demonstrating case-by- case MACT. As noted above, originally, GREC stated that its emissions of HCl and HF, as well as total HAPs, were sufficiently high to trigger MACT case-by-case review. Originally, the HCl and HF emissions were projected to be 36 tpy and 71 tpy, respectively, and total HAPs were 114 tpy. However, after DEP representatives advised GREC representatives that their HCl and HF projections seemed very high, based on DEP's experience with comparable facilities, GREC representatives met with representatives of the boiler manufacturer, Metso, to determine if they could implement more stringent emission control technology. The purpose was to reduce HAPs emissions to levels more in line with DEP's experience, which would be sufficiently low to avoid triggering MACT case-by-case review. The means by which GREC and Metso achieved this reduction essentially constituted MACT. The difference was that, by following DEP's recommendations, GREC was able to avoid months of formal MACT analysis. On February 2010, GREC presented to DEP a revised set of projections of HAPs emissions that were just beneath the MACT thresholds of 10 tpy for any single HAP and 25 tpy of all HAPS. As noted above, the revised projections are for 9.72 tpy of HCl and HF, each, and 24.7 tpy of all HAPs. GREC justified these revised projections by several means. First, Metso reconsidered the chlorine and fluorine concentrations in the clean woody biomass to be received by the GREC facility, reevaluated the chemical reactions, and reduced its earlier assumptions. Second, Metso and GREC selected for the DSI a more effective sorbent, trona, which reduces the emissions of HF and HCl. Third, Metso and GREC increased the amount of sorbent to be injected into the flue gas system, which will further reduce emissions of HF, HCl, and SO2. Fourth, Metso and GREC changed the catalyst in the SCR, which will remove HAPs more effectively. Fifth, Metso and GREC increased the size and optimized the design of the fabric filter baghouse, which will further reduce stack emissions of PM, but also HAPs to a lesser degree. These are not paper adjustments, but are actual investments in technology that will cost GREC millions of dollars. Petitioners, though, remain skeptical, partly due to the proximity of the revised projections to the regulatory thresholds. For HF, at least, the skepticism is clearly misplaced. The actual projection for HF emissions is much less than 9.72 tpy. Metso and GREC selected 9.72 tpy for HF to allow for a margin of error in the projections. GREC's motivation was obviously to a avoid a sub-threshold breach of a projected emissions limit and the resulting regulatory intervention of DEP. Metso's motivation probably arises from the fact that, to induce GREC to purchase its boiler, Metso provided GREC a guarantee that, at least initially, the boiler will meet these revised HAPs emissions limitations. So, the proximity to regulatory thresholds, at least for HF, is not a ground for skepticism. As revised, the pollution control systems restrict HAPs, and other pollutants, as follows: 1) good combustion practices in the BFBB control PM, CO, VOCs, and HAPs generally; 2) the fabric filter baghouse controls emissions of PM10, PM2.5, and HAPs; 3) clean biomass fuel, reaction with alkaline fly ash, and DSI control SO2 and SAM; 4) ammonia-based SCR controls NOx, VOCs, and HAPs generally; and 5) high-efficiency drift eliminators in the cooling tower control PM. Assurances that these close margins for the HAPs thresholds, as well as the other pollutant limits, will not be breached is also supplied by the CEMS: for SO2 and NOx, 24-hour, 30-day, and 12-month CEMS; for SAM, an initial and annual stack test; for CO, a 30-day CEMS; for HCl and HF, an initial stack test and 12-month CEMS; for HAPs generally, an initial and annual stack test and 12-month CEMS; for PM/PM10, an initial and annual stack test; and for visible emissions and VOCs, an initial and annual stack test, as well as continuous opacity monitoring. Finally, the GREC facility's HAPs emissions are offset by decreases in emissions of HCl and HF, as well as SAM and mercury, as a result of the enhanced pollution control technology adopted by GRU at Deerhaven. Although these reductions, which are all greater than the emissions of these pollutants by the GREC facility, are not enforceable and netting is unavailable under NESHAP, these reductions are relevant in assessing Petitioners' broader claims concerning human health, again outside of the context of NESHAP. GREC has provided reasonable assurance that its facility will not emit more than 9.72 tpy annually of any individual HAP or 25 tpy of all HAPs. Thus, DEP properly determined that case-by-case MACT analysis was unnecessary. Stack and Diesel-Exhaust Emissions of PM/PM10 and Failure to Require BACT Petitioners claim that the draft Air Construction Permit inadequately accounts for stack and diesel-exhaust emissions of PM and PM10 and fails to require BACT for these pollutants. In one respect, Petitioners' claim is correct. The failure of the draft Air Construction Permit to incorporate the provision of the Technical Evaluation that DEP would require GREC to measure filterable and condensible PM with EPA Method 202, in conjunction with the apparent absence of any other test for filterable and condensible PM, is, literally, inadequate accounting for stack emissions of PM/PM10, at least where such a test is commonly enough available to be identified as an EPA Method. But DEP can easily repair this defect by adding this requirement to the Air Construction Permit. In all other respects, though, GREC has adequately accounted for stack emissions of PM/PM10 and provided BACT for these PSD pollutants. As noted in the Technical Evaluation, GREC has provided BACT through the superior combustion of a BFBB, baghouse, DSI, and SCR, as well through the control of SO2 and NOX and visible emissions. GREC's stack emissions of PM10 do not exceed the NSPS limit for this pollutant. Although GREC's stack emissions of PM10 require more elaborate PSD analysis due to their exceeding the PSD significant impact level for PM10, GREC's modeling supports a finding that the these impacts will be highly localized-- restricted to the GREC/GRU site, mostly along the south fenceline--and will require no ambient air quality sampling due to the sampling program already in existence in Alachua County. GREC's modeling also supports findings that the impacts of GREC's stack emissions of PM10, when combined with the air quality impacts from all sources, will be substantially below the 24-hour and annual PSD Class II increments and national AAQS, so the GREC facility will not cause or contribute to an exceedance of the PM10 PSD increments or national AAQS. Fugitive Emissions of PM/PM10 Petitioners claim that the draft Air Construction Permit inadequately accounts for fugitive emissions from the wood piles and biomass handling of PM and PM10. The preceding analysis included all of GREC's PM10 emissions--stack and fugitive. The draft BMP plan and other design elements adequately account for fugitive emissions of PM/PM10, and the procedures described in the BMPs plan and other design elements constitute BACT. Spontaneous Combustion of Wood Piles and PM Emissions Petitioner claims that the draft Air Construction Permit fails to adequately protect against spontaneous combustion and the PM emissions that would result from a fire. The wood piles present a risk of fire from spontaneous combustion. Microbial metabolic action within the pile can generate sufficient heat to cause the wood pile to combust. The primary safeguard against this risk is proper fuel management to minimize the heat buildup within the pile. One way to manage the fuel for fire safety is to mix the wood piles to aerate the piles and prevent hot spots. Another way to manage the fuel is to ensure that the fuel is not allowed to remain in the pile too long. GREC's first-fuel-in, first-fuel-out policy limits the age of any part of the wood pile. The implementation of this policy is further assured by the fact that the fuel loses heat value over time, so GREC will gain more burn for the dollar by combusting the fuel sooner, rather than later. The ratio of stored fuel to combustion rates suggests that all fuel will be turned over within 20 days--probably sooner, after the late revision lowering the height of the automatic stacker/reclaimer pile by 25 feet. Anecdotal evidence suggests that 20 days' residence in the wood pile is well short of the age of fuel that has spontaneously combusted in piles in the past. The stormwater management system will also enhance fire safety by draining rainwater and runoff from the piles and discouraging the ongoing saturation of the fuel piles. Excessive, intermittent saturation of the pile may encourage the microbial activity that can lead to combustion. As part of the local review that took place for the GREC facility, Gainesville Fire Department representatives met three times with GREC representatives to address fire safety, as the Development Review Board of the City of Gainesville reviewed the GREC proposal. As a result of these meetings, GREC agreed to a number of changes to assure substantial compliance with the National Fire Protection Association (NFPA) standards for the management of wood storage areas. As noted above, one change after consultations with the fire department was to reduce the automatic stacker/reclaimer pile from 85 feet to 60 feet. This reduces the risk of fire by making it easier to mix the entire pile and reduces the volume of fuel stored onsite and, thus, the time that that the fuel may remain unused in the wood pile. Secondarily, this change also reduces the volume of fuel available to burn in an unintended fire. To conform to NFPA standards, GREC also agreed to place low barrier walls between the fuel piles; to drive stakes around the perimeter of the piles, so inspectors could more easily check that the piles are not migrating or expanding; and to insert temperature probes into the piles to allow timely detection and elimination of hot spots that might otherwise develop into fires. A revised site plan, as reflected in Exhibits 50A, 50B, and 50C, incorporates the barrier walls and perimeter stakes identified above, as well as the layout of the fire main and fire hydrants that loop the fuel storage area and some access issues for firefighting equipment, which may weigh as much as 30 tons. After DEP adds to the Air Construction Permit the changes to the above-described changes to the site plan, which do not relocate emissions units so as to require remodeling emissions, GREC has provided reasonable assurance that the draft Air Construction Permit adequately protects against spontaneous combustion and the PM emissions that would result from a fire. Failure To Assure Uncontaminated Supplies of Biomass Petitioner claims that the draft Air Construction Permit fails to adequately assure that the biomass fuel will be free from contaminants prior to its combustion in the BFBB. Draft Air Construction Permit Section 3.A.6 requires clean woody biomass, and the draft BMP plan addresses the means to ensure that only clean woody biomass is burned in the BFBB. Suppliers must perform most of the processing offsite; for each shipment, GREC must record the date, quantity, and description of the material received; GREC must inspect each shipment for nonconforming materials; GREC must reject or segregate nonconforming material, if it is discovered; and GREC must maintain records of rejected shipments and their disposition. At the hearing, GREC agreed to another prohibition--namely, that it may not burn construction and demolition debris. GREC has provided reasonable assurance that only clean woody biomass will be combusted at the GREC facility.
Recommendation It is RECOMMENDED that, subject to the additional conditions set forth in the preceding paragraph, DEP enter a final order granting the Air Construction Permit. DONE AND ENTERED this 7th day of December, 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 7th day of December, 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 Drew, Secretary Department of Environmental Protection Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 David S. Dee, Esquire Young Van Assenderp, P.A. 225 South Adams Street Suite 200 Tallahassee, Florida 32301-1700 Mick G. Harrison, Esquire 205 North College Avenue, Suite 311 Bloomington, Indiana 47404 Jack Chisolm, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 35 Tallahassee, Florida 32399-3000 Raymond O. Manasco, Jr., Esquire Gainesville Regional Utilities 301 Southwest 4th Avenue Gainesville, Florida 32614 Douglas S. Roberts, Esquire Hopping Green & Sams 119 South Monroe Street Suite 300 Post Office Box 6526 Tallahassee, Florida 32301 Richard E. Condit, Esquire 1612 K Street, Northwest, Suite 1100 Washington, DC 20006
