The Issue Whether the finger pier portion of Respondent Raab's dock creates a navigational hazard. The resolution of that issue will determine whether the dock qualifies for an exemption from an environmental resource permit under Rule 40E-4.051(3)(b), Florida Administrative Code, and Section 403.813, Florida Statutes.
Findings Of Fact DEP has the authority to regulate the construction of docks in jurisdictional wetlands and other waters of the State of Florida and on state submerged lands under Chapters 253, 373, and 403, Florida Statutes, and Chapters 62-330 (which adopts Chapter 40E-4) and 18-21, Florida Administrative Code. The Association is a residential community located in Sewall's Point, Martin County, Florida. All lots within the community abut navigable channels which provide ingress and egress to the ICW. These channels converge so that there is only one channel that connects to the ICW. Most of the residents of the community have large vessels that routinely navigate the channels within the community. At the time of the formal hearing, many of the vessels owned by residents of the community had drafts of four feet and at least two had drafts of five feet. In 1997, Mr. Raab purchased a residence in the Association that is located very close to where the channel meets the ICW. Because of that location, practically all residents of the Association have to pass in front of Mr. Raab's property when going into or returning from the ICW. The property at issue is located at 22 Simara Street, Sewalls Point, Martin County, Florida. The dock at issue in this proceeding is subject to DEP's regulatory authority. When Mr. Raab purchased this property in 1997, there was an existing marginal dock parallel to the bulk-head. Mr. Raab subsequently sought and received approval from DEP to demolish the existing marginal dock and replace it with a virtually identical structure. The existence and configuration of the marginal dock is not at issue in this proceeding. Mr. Raab thereafter sought to modify his approved marginal dock by adding a finger pier which extended into the channel 36 feet so he could dock his vessel perpendicular to the bulkhead. Mr. Raab's plan also called for the construction of two pilings 12 feet from the end of the finger pier. Mr. Raab had, as of the time of the formal hearing, re-constructed the marginal dock and had constructed the finger pier. 3/ The two additional pilings had not been constructed at the time of the formal hearing. After reviewing the modified project, DEP determined that the project was exempt from the need for an environmental resource permit under Rule 40E-4.051(3)(b), Florida Administrative Code, and Section 403.813, Florida Statutes. DEP also authorized Mr. Raab to use state-owned submerged lands if necessary. The Association thereafter timely challenged DEP's determination that the finger pier portion of the project (and the two additional pilings) did not require an environmental resource permit. There was a conflict in the evidence as to the functional width of the channel in front of Mr. Raab's property. 4/ Mr. Holly testified on behalf of the Association that the functional width of the channel was 83 feet. Mr. Lidberg, testifying on behalf of Mr. Raab, testified that the functional width was 101 feet. This conflict is resolved by finding that the functional width of the channel in front of the Raab property is 101 feet. 5/ The prevailing winds in the area in front of Mr. Raabb's dock blow into the dock. The depth of the water in the channels is influenced by tides. The principal reason Mr. Raab wants the finger pier is so that he can moor his boat with the bow to the prevailing winds in times of high winds. At the time of the formal hearing, Mr. Raab owned a vessel with an overall length of 44 feet. There was a conflict in the evidence as to whether Mr. Raab's finger pier and the two pilings that have been authorized, but not constructed, constitute a hazard to navigation. 6/ Based on the totality of the evidence, it is found that these structures do not create a navigational hazard. 7/
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that DEP enter a final order dismissing the Association's challenge to the determination that Mr. Raab's project qualifies for an exemption from an environmental resource permit. DONE AND ENTERED this 1st day of March, 2000, in Tallahassee, Leon County, Florida. CLAUDE B. ARRINGTON 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 1st day of March, 2000.
The Issue The issue is whether Resort Village Utility, Inc., and SGI Utility, LLC, are entitled to a renewal of a permit for the construction and operation of a wastewater treatment facility with effluent disposal to a rapid-rate absorption field land application system consisting of three absorption beds on St. George Island in Franklin County, Florida.
Findings Of Fact In 1996, DEP issued Permit No. 235845 (subsequently renumbered Permit No. FLA010069-001) to RVU. The permit was issued pursuant to Adams v. Resort Village Utility, Inc. and Department of Environmental Protection, DOAH Case No. 95-0863 (Final Order February 23, 1996). Petitioner, in the instant case, was the petitioner in the prior case. RVU and DEP, Respondents in the instant case, were respondents in the prior case. The original permit authorized RVU to construct and operate an advance wastewater treatment facility with associated reuse/land application system (AWT facility) in a proposed mixed-use development on St. George Island in Franklin County, Florida. Mr. Ben Johnson was the owner of the proposed development and the principal of RVU when DEP issued the original permit. DEP issued the original permit for five years with an expiration date of March 1, 2001. The instant case involves a renewal of the original permit, currently designated as Permit No. FLA010069-002 (the Permit). Since the issuance of the original permit, the AWT facility has been constructed in accordance with its plans and specifications. However, at the time of the final hearing in the instant case, the AWT facility was not operational. The original permit contained certain groundwater monitoring requirements. These requirements included baseline monitoring to collect data on certain contaminants or pollutants before the AWT facility becomes operational for comparison to groundwater monitoring after the AWT facility becomes operational. The original permit did not specify the time frame for beginning and ending the monitoring. RVU furnished DEP with a baseline groundwater monitoring report in December 1997 and June 1998. By letter dated June 15, 1998, Garlick Environmental Associates, Inc., on behalf of RVU, advised DEP that further baseline groundwater monitoring would be suspended until February 1999. RVU properly suspended the baseline groundwater monitoring because of a delay in the construction and operation of the AWT facility. At the time of the final hearing, RVU had not resumed the monitoring. The AWT facility is scheduled to become operational in incremental stages beginning with 30,000 gallons of effluent per day and increasing to 90,000 gallons of effluent per day. The monitoring requirements in the original permit and the instant Permit are sufficient to show at each stage of operation whether the AWT facility will cause an increase in contaminants in Apalachicola Bay. Because the AWT facility is not currently operational, it is not responsible for causing any pollution. In October 1999, Mr. Johnson sold the subject property to SGI Limited Partnership, a Florida limited partnership. Mr. David Wilder is a principal in SGI Limited Partnership and vice-president of SGI Utility, LLC. On February 10, 2000, RVU filed an application with DEP to transfer the original permit to SGI Utility, LLC. By letter dated February 18, 2000, DEP granted the request to transfer the permit contingent upon approval of the sale of the AWT facility by the Florida Public Service Commission (PSC). The February 18, 2000, letter states that DEP would change its records to show SGI Utility, LLC, as owner of St. George Island Resort Village domestic wastewater treatment facility. DEP's letter states that it shall be attached to and become part of domestic wastewater Permit No. FLA010069. On September 1, 2000, SGI Utility, LLC, filed an application with DEP to renew the original permit. The application indicates that SGI Utility, LLC, is the applicant/owner/operator of the AWT facility. Mr. Wilder signed the application as the authorized representative of SGI Utility, LLC. A professional engineer signed the application in his professional capacity, as well as agent for SGI Utility, LLC. The application for permit renewal contains a copy of RVU's PSC certificate. The certificate grants RVU authority to provide wastewater service in Franklin County. The application included the following implementation schedule and completion dates: (a) Begin Construction, September 2000; (b) End Construction, March 2001; (c) Begin Reuse or Disposal, March 2001; and (d) Operational Level Attained, August 2001. SGI Utility, LLC, enclosed a check payable to DEP in the amount of $1,000 with the permit renewal application. The purpose of the check was to cover review fees. By letter dated September 28, 2000, DEP requested additional information. On or about October 5, 2000, the professional engineer for SGI Utility, LLC, sent DEP copies of the signed and sealed cover page for the permit renewal application. DEP subsequently sent SGI Utility, LLC, a copy of a Notice of Application. The notice stated that DEP had received the permit renewal application from SGI Utility, LLC. DEP expected SGI Utility, LLC, to publish the notice in a newspaper of general circulation. For the reasons set forth below, SGI Utility, LLC, never published this notice. After SGI Utility, LLC, received the Notice of Application, Mr. Wilder wrote a letter dated October 11, 2000, to DEP. The letter states that SGI Utility, LLC, as the proposed transferee of the Permit, had filed the application to renew the Permit on behalf of RVU, the current holder of the Permit. Mr. Wilder advised DEP that PSC approval was still pending. The letter states as follows in relevant part: Technically, therefore, SGI Utility, LLC is not yet the holder of the permit, although it is acting with the approval of and as the agent for Resort Village Utility, Inc. Additionally, should the publication Notice be amended to show Resort Village Utility, Inc. and SGI Utility, LLC as the applicant? By letter dated November 2, 2000, Mr. Johnson confirmed that Mr. Wilder was authorized to act on behalf of RVU with respect to all matters relating to the renewal and transfer of the Permit, including without limitation, signing all applications, documents, certificates and publication notices. Mr. Johnson's letter also states as follows in relevant part: This letter will also confirm your statement to Gary Volenac, P.E., that the form of the Notice of Application for the renewal of the permit previously submitted by the Department to Mr. Wilder by letter dated October 11, 2000, is acceptable with the exception of substituting Resort Village Utility, Inc. for SGI Utility, Inc. On November 23, 2000, the Notice of Application was published in the Apalachicola Times. The notice stated that DEP announced receipt of an application from David E. Wilder for RVU to obtain a renewal of the Permit. In a letter dated December 1, 2000, DEP advised SGI Utility, LLC, that it had been 52 days since SGI Utility, LLC, had been notified of deficiencies in the Permit renewal application. DEP reminded SGI Utility, LLC, that failure to supply the requested information might result in permit denial. Petitioner wrote DEP a letter dated December 4, 2000. Petitioner was concerned that the newspaper announcement named RVU as the applicant for renewal of the Permit instead of SGI Utility, LLC. Petitioner also noted that RVU had created a small lake on the property close to the AWT facility's largest absorption bed. Petitioner was concerned that flooding after heavy rains in the absorption bed area, together with the addition of the small lake, would present a threat of pollution to Apalachicola Bay. By letter dated December 6, 2000, SGI Utility, LLC, furnished DEP with a copy of the Notice of Application that was published in the Apalachicola Times on November 23, 2000. On January 18, 2001, DEP representatives (Joe May and Dave Krieger) met with Petitioner and an employee of SGI Utility, LLC (Morris Palmer), at the site of the AWT facility. The purpose of the visit was to conduct a routine inspection in response to the Permit renewal application and to address Petitioner's concerns. At the time of the inspection, construction of the wastewater treatment plant had not commenced. Two of the absorption beds had been installed. The third absorption bed had been flagged for construction. During the meeting on January 18, 2001, Mr. May noted that there could be a concern with rainfall run-on for one of the absorption beds. Mr. May suggested the creation of a berm at the entrance to the bed along the adjacent road to prevent rainfall run-on. Mr. May concluded that implementation of the approved stormwater plan would redirect rainfall run-off from the road. Mr. May also suggested the creation of a berm for another absorption bed. A berm between dunes adjacent to that bed would prevent run-on to the bed from high tide. During the meeting, Mr. May and Petitioner discussed the impact of heavy rainfall from a tropical storm in October 1996. The storm flooded isolated areas on St. George Island, including areas in the subject development. The isolated flooding lasted for several days. However, persuasive evidence received at final hearing indicates that the 1996 storm did not cause prolonged flooding, if any, in the absorption cells. Similar concerns about flooding in the absorption cells were addressed in the original permit. The absorption cells have been designed to ensure protection to the facility in the event of a large storm. The creation of the berms recommended by Mr. May will provide additional protection from run-on resulting from heavy rainfall. After the meeting on January 18, 2001, Morris Palmer constructed all of the berms as suggested by Mr. May. During the site visit on January 18, 2001, Mr. May and Petitioner discussed the impact of a small lake or pond created by RVU in the development after issuance of the original permit. The pond is the only change to the 58-acre development that was not contemplated prior to the issuance of the original permit. The pond is more like an isolated ditch that RVU excavated below groundwater level. RVU used the sand from the ditch to elevate the ground surface in the absorption beds and for other purposes. The pond is located approximately 527 feet from the AWT plant and 478 feet from the nearest absorption bed associated with the plant. Surface water drainage, if any, from the three absorption beds is away from the pond. Persuasive evidence indicates that the pond will not interfere with the AWT facility once it begins operation. Additionally, there is no credible evidence that possible flooding in the absorption beds will cause contaminates to collect in the pond and eventually result in a discharge of pollutants to Apalachicola Bay. Petitioner presented some evidence that the pond might act as a collection point for pollution from sources such as cars, animals, and other above-ground sources. However, the greater weight of the evidence indicates that excavation of the pond will have no impact on the results of groundwater flow modeling and contaminants transport modeling introduced at the prior hearing in DOAH Case No. 95-0863. DEP appropriately referred Petitioner's other concerns about the pond to DEP's Submerged Lands and Environmental Resources Program. Neither the original permit nor the instant Permit requires an anti-degradation study. Such studies are required only in cases involving a direct discharge to surface waters. In this case, the AWT facility will not result in a surface water discharge. During the meeting on January 18, 2001, Mr. May acknowledged that ambient monitoring data showed elevated levels of hydrocarbons and nutrients. The elevated hydrocarbons may be caused by traffic on the road and at the airport located near the absorption beds. The elevated nutrient levels can only be attributed to animals. As stated above, the AWT facility is not operational; therefore, the elevated levels of hydrocarbons and nutrients are not the result of the AWT facility. On March 30, 2001, DEP issued its Notice of Intent to Issue the Permit to RVU. The Intent to Issue indicates that RVU is the applicant for an application filed by SGI Utility, LLC, and RVU. The Permit lists RVU and SGI Utility, LLC, as co- permittees. If PSC approves the transfer of RVU's certificate to SGI Utility, LLC, DEP will transfer the Permit to SGI Utility, LLC. Until then, DEP will issue the Permit in the name of both entities. The Permit sets forth requirements for continued ambient and groundwater monitoring. These requirements, like the ones in the original permit, are sufficient to provide reasonable assurances that operation of the AWT facility will comply with Chapter 62-620, Florida Administrative Code. Under cover of a letter dated May 22, 2001, Mr. Wilder provided DEP with proof that the Notice of Intent to Issue had been published in the Apalachicola Times on April 12, 2001. Mr. Wilder signed the letter as treasurer of RVU. The published notice indicates that DEP intends to issue the Permit to RVU.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That DEP enter a final order granting RVU and SGI Utility, LLC, a renewal of Permit No. FLA010069-002. DONE AND ENTERED this 28th day of February, 2002, in Tallahassee, Leon County, Florida. SUZANNE F. HOOD Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 28th day of February, 2002. COPIES FURNISHED: Thomas H. Adams Post Office Box 791 Eastpoint, Florida 32328 Craig D. Varn, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 L. Lee Williams, Jr., Esquire Williams, Gautier, Gwynn & DeLoach, P.A. 2010 Delta Boulevard Post Office Box 4128 Tallahassee, Florida 32315-4128 Kathy C. Carter, Agency Clerk Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Teri L. Donaldson, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000
Findings Of Fact Rayco Properties, Inc. d/b/a Woody's Septic Tank Service is a company authorized by the State of Florida to perform septic tank construction and repair services. All of its contractors and other employees have practiced in the septic system business for many years. The registered contractor, who is the company qualifier, is the person responsible for all contracting services performed by the septic company and for compliance with the applicable regulatory statutes and rules. Donald P. Roberts is a registered septic tank contractor for Woody's Septic Tank Service. At all times material to these causes, he was the company's sole qualifier. At all times material, he was responsible for obtaining all necessary permits for the company. DHRS is the agency responsible for septic contractor registration, septic tank company authorization, and the enforcement of the statutes and rules pertaining to registration and authorization pursuant to Chapters 381 and 489, Part III, F.S. and Chapter 10D-6 F.A.C. This includes the authority to cite, fine, and to suspend or revoke registrations and authorizations. Donald P. Roberts has never previously been cited by the agency. Before 1991, permits were not required for repairs to septic systems. However, at all times material to these causes, repair, installation, and abandonment permits had to be obtained from DHRS, usually through its local units in the respective county public health unit offices. These offices take septic system permit applications, perform site evaluations, issue permits, and perform final inspections. At all times material, no permits were required for replacing dosing pumps, fixing cracked dosing tanks, maintenance of existing systems or service of existing systems. No permits were necessary for replacing a D (or distribution) box, which is a non-mechanical, non-electrical item that serves as a distribution point for pipes. At all times material, the act of installing a dosing tank was a repair that required a permit. At all times material, the act of abandoning a septic tank (pumping it out, punching a hole in it, filling it with dirt and covering it or hauling it away) also required a permit. The standard operating procedure for obtaining a septic system permit is as follows: 1) the contractor or landowner submits a permit application with a plot/site plan to the agency's county office; 2) the agency conducts a site evaluation, sometimes including soil borings and/or a percolation test; 3) the agency reviews and issues the permit; 4) the contractor performs the permitted work; 5) the contractor calls the agency for inspection before covering up with earth; 6) agency inspection occurs and the project is approved OR the contractor is told of a violation, perhaps cited therefor, and must fix any problems pointed out by the agency inspector. If there is a violation to be corrected, the contractor is supposed to call DHRS for re-inspections until the problem is solved and the job is approved by the agency. Some jobs are so routine that some county offices do not do a site inspection before septic system work is done or reinspect after septic system work is done. This appears to be discretionary within the local office. However, if a violation is noted, the problem must be corrected and reinspected or negotiated out. See Finding of Fact 15. An approved plot/site plan becomes part of the permit when the permit is issued, and contractors are expected to adhere to the combined items. Permits state the requirements for the project or job. If a contractor experiences problems on a particular job, such as a well that does not show up on the plot/site plan, he is expected to contact the local public health unit to try to resolve the issue. "Resolution" has traditionally been to revise the plot/site plan or modify the permit. In past years, this has been an informal procedure, sometimes accomplished by telephone calls from the field, sometimes by negotiations in the public health office. All but one of the alleged violations (the Mahalik property) in these causes arose after DHRS decided to strictly require contractors to stop work and apply for and receive a formal modification of the permit or a new permit when unforeseen problems were encountered on any particular job. This procedure was codified in new Rule 60D-6.044(5) F.A.C., effective January 3, 1995. At approximately the same time, DHRS also adopted a policy of forbidding its personnel to discuss such field problems with, or to issue permits to, anyone other than the qualifying registered contractor for each authorized septic tank company. The agency has pointed to no specific statute or rule which provides that only a qualifying registered contractor may pull a DHRS permit or which forbids DHRS personnel discussing modifying a permit with any other company employees. However, it is clear that only registered contractors may pull permits. Two exceptions are recognized: A landowner or homeowner may pull a permit for septic system work with septic system contractors as their "agents"; and in locations where DHRS has an agreement with a city or county plumbing permit office, DHRS acknowledges the local plumbing permits and does not require owners or plumbers to also pull a separate septic system permit from DHRS's local public health unit. I. Case No. 95-5973 Deltona Hills Golf & Country Club Respondents applied for a permit to do repairs to a septic system for Deltona Golf & Country Club on August 7, 1995. A dosing tank is a mechanical device which lifts wastewater to a drainfield. DHRS issued a permit to Respondent to replace the dosing tank with a 900 gallon tank. The original tank being replaced was a 50 gallon tank. Respondents properly abandoned the existing 50 gallon dosing tank and installed the high water alarm, but they installed a 750 gallon tank, contrary to the express terms of the permit. Travis Vickers, then DHRS's Environmental Specialist in the Volusia County Health Unit, ultimately cited Respondents for not complying with the permit and for not calling for re-inspection after the discrepancy in tank size was brought to their attention. Respondents' reason for installing the 750 gallon tank was that they had used a 3:1 ratio to the drainfield which is codified in the agency rules. Thereby, they determined that a 714 gallon tank would be the ideal size tank to install. Then they simply installed the next largest size tank without reference to the permit. Respondents' employees also maintained that when Mr. Vickers notified them they had installed the wrong size tank, they contacted someone else in the local county public health unit and that person orally approved the smaller size tank they had already installed. Therefore, they did not call Mr. Vickers again for re-inspection. The person who supposedly gave the oral authorization was not called to testify, and no written permit modifications or amendment were made, as required by the agency rules then in effect. In this light, Respondents' excuses for failing to install the 900 gallon tank according to permit specifications and failure to call for a re-inspection are not credible. Therefore, it is clear that Respondents installed a smaller tank contrary to the permit specifications and received no modification of permit as required by agency rules in effect at the material time. In making the foregoing findings of fact, I have not overlooked the fact that there are several ways to calculate the appropriate size of a dosing tank; that during his testimony, Mr. Vickers, himself, demonstrated at least two ways of calculating; or that Mr. Vickers' 900 gallon figure on the permit arose in part from considerations in addition to the published agency rules, which additional considerations were the result of workshops with septic system contractors and DHRS personnel which had been reduced to written form in a document nicknamed "the memo from hell," to which Respondent had no access in August 1995. However, that memorandum was designed to help DHRS personnel interpret the code and issue the permit. Its use by agency personnel in issuing a permit does not absolve the contractor of the responsibility to install the system according to the permit as issued, nor does it allow the contractor to unilaterally recalculate tank capacity at will on some other basis. At Deltona Golf & Country Club, Respondents simply did not follow the permit requirements or replace the wrong size tank and call for re-inspection. The fact that Respondents were able to demonstrate alternative methodologies of computation does not change those salient facts. Case No. 95-5973 Pine Street, Enterprise Florida a/k/a the Gleasons' Job Respondents applied for a repair permit for 450 Pine Street, Enterprise, Florida. Mr. and Mrs. Gleason, referred to by some witnesses as "the homeowners," were actually leasing the property. DHRS issued the permit to Respondents on October 3, 1995. It was valid for 90 days. The repair job occurred during a rainy period when the water table was high. Respondents had to drill wellpoints to lower the water table. Further, they were hindered by rain, mud, muck, and debris on the property. A two days' job turned into 15 days' work. Respondents finally installed the drainfield in a slightly different location than the approved location shown on the plot/site plan. Although contrary to the permit, Respondents' installation met minimum 10D-6 F.A.C. requirements, including those for setbacks. Respondents' employees testified that they chose to place the drainfield in an unpermitted location so as accommodate the Gleasons' urgent need for a septic system, because they considered the different location necessary to comply with Chapter 10D-6 F.A.C.'s setback requirements, and because the northeast corner where the drainfield had been permitted was covered with too much muck, and too many stumps, old tires, and pieces of tin and fencing to proceed there. In the experience of Respondent Donald P. Roberts, and Willie Suggs and Jerry Thompson, who also are registered septic contractors, drainfields are not always installed according to the plot/site plan, but the location may be negotiated with DHRS prior to inspection. Respondents claimed to have received oral authorization to relocate the drainage field from an official in the local public health unit, but that person did not testify. Also, Respondents admitted they never applied for a permit modification in writing or obtained an amended permit, as required after January 3, 1995. Therefore, the concept of an oral permit modification is not credible. See, Findings of Fact 15-16. Mr. Vickers inspected the work performed by Respondents on October 17, 1995. He arrived five hours late, creating bad feelings in Respondents. On October 18, 1995, Mr. Vickers notified Respondents that they had located the drainfield in a different area than the area shown on the plot/site plan and approved by the permit. After the violation notice was issued, Mr. Vickers refused to talk to anyone associated with the Respondent company except Donald P. Roberts, the qualified registered contractor, thereby creating further bad feelings in Respondents. To put it mildly, communication between the parties broke down completely. The Gleasons had sent a demand that Respondents complete the Pine Street project by October 25, 1995, but then, approximately October 18, 1995, they hired Acme Septic to complete the project. On October 19, 1995, Acme pulled a DHRS permit for the same repair project in which Respondents were mired at the Pine Street location. Acme then installed the drainfield in the same general area as shown on Respondents' permit's original plot/site plan. In doing so, Acme used Respondents' materials and built on their prior work. Acme successfully installed the drainfield as required by the permit and all agency rules. Under the circumstances, Respondents felt they had no duty to call Mr. Vickers for re-inspection of their discarded work. Despite considerable use of the word "abandonment," Respondents technically remain charged only with failure to comply with the permit and failure to call for re-inspection on the Pine Street Job. Case No. 96-0573 Avocado Street a/k/a The Hale Project The Avocado Street Project was a private residence to which Respondents were originally called to do repair work on a septic system. Many septic repairs do not require a permit. See Findings of Fact 8- Also, repair permits are not required where a problem is discovered on a larger project which has already been permitted, but if contractors discover a problem during the course of an unpermitted repair, which problem would otherwise require its own permit, contractors were expected, post-January 3, 1995, to stop work and obtain an (amended) permit. See Rule 10D-6.044(5) F.A.C. and Finding of Fact 16. Replacement of "like kind" parts of a dosing tank such as a pump, do not require a permit. Repair of a crack in a dosing or septic tank does not require a permit. Replacement of an entire dosing tank or septic tank unless there is already an umbrella permit does require a new permit. See above, Findings of Fact 9 and 10. It is not standard practice for DHRS to inspect/evaluate the site before a replacement permit or an abandonment permit is issued. Such inspections are discretionary in practice and such permits are often issued on the spot at the time of application. See Findings of Fact 12 and 13. At Avocado Street, Respondents pumped out the Hales' septic tank and discovered that the dosing pump was not working. Respondents replaced the pump, but also discovered that the existing dosing tank was inadequate. Due to the inadequacy of the existing dosing tank, dosing pumps repeatedly had burned up. Respondents sent an employee to pull a DHRS permit for replacement of the existing dosing tank, which permit they felt could be pulled immediately. Then they proceeded, without permit in hand, to replace the dosing pump and install a larger dosing tank. Andrew Trapp, DHRS' Environmental Health Specialist in the Orange City office, became aware of the Avocado Street situation only because of a phone call from an employee of the Respondent company asking if a permit had ever been issued. Because a permit never had been issued, Trapp's suspicion was aroused. Therefore, he performed the discretionary onsite inspection and found the new dosing tank. The Avocado Street work of Respondents did not represent a public nuisance. The agency intentionally and violationally issued an after-the-fact permit to Mr. Hale with an employee of Respondent as Mr. Hale's agent on August 23-24, 1995. Any other suggested dates for this permit application are rejected as computer error. The project was reinspected by agency personnel who oversaw Respondents' employees repair a tank leak. DHRS finally approved the whole project. II. Case 96-0573 Clyde Morris Boulevard a/k/a The IWS or BFI Job The Clyde Morris Boulevard property was leased by IWS/BFI from the City of Daytona Beach. Mastercraft Plumbing was the prime contractor responsible for connecting an existing septic system on the Clyde Morris Boulevard property to a public sewer system. Mastercraft hired Respondents to handle the abandonment of a septic tank which Mastercraft was replacing. Abandonment is more fully described above in Finding of Fact 10. Although DHRS presented some hearsay to the effect that Mastercraft expected Respondents to obtain the DHRS abandonment permit, there is no direct evidence for such hearsay to support or explain. Contrary evidence was presented that persons within the IWS/BFI hierarchies had led Respondents to believe that Mastercraft had pulled the necessary DHRS permit or an umbrella plumbing permit which would cover Respondents' abandonment activities. See, Finding of Fact 19. However, there is no direct, competent, or conclusive evidence one way or the other. Respondents' actual abandonment work was completed on or about April 10, 1995. Respondents charged Mastercraft for the work but not for pulling any abandonment permit from DHRS, because Respondents did not pull any such permit. Once Respondents discovered that Mastercraft had not pulled the DHRS septic permit, Jerry Thompson, as an employee of Respondent company, pulled a permit as Mastercraft's agent on May 9, 1995. As previously stated, pre- inspection is not standard practice and DHRS abandonment permits are often issued in a single day. II. Case No. 96-0573 Bridal (or Briddle) Path Lane a/k/a Oakridge Acres a/k/a Mrs. Mahalik's Property Respondents were called to repair a septic tank at Mrs. Mahalik's home on Bridal Path Lane in October 1994. Most of the work did not require DHRS permits. See Findings of Fact 8-10. Respondents charged Mrs. Mahalik, among other things, for installing a new 300 gallon dosing tank. Approximately four months later, in February 1995, Mrs. Mahalik telephoned the Flagler County Public Health Unit and asked whether Respondents' repair had been permitted. DHRS had no record of it. An after-the-fact application was made for the job and a permit for the Mahalik job was issued in March 1995 to Mrs. Mahalik with Respondent company as her agent. Replacement of a dosing tank required a permit under Rule 10D-6.043 F.A.C. in 1994 but Rule 10D-6.044(5) F.A.C., requiring the stoppage of work while applying for an amended permit, did not exist until January 3, 1995.
Recommendation Upon the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the Department of Health and Rehabilitative Services enter a final order finding Respondents Donald P. Roberts and Rayco Properties, Inc. d/b/a Woody's Septic Tank Service guilty as set out in the Conclusions of Law and assessing against both Donald P. Roberts and the company, jointly and severally a total fine of $4,450 and suspending both for 120 days from the date of the final order. DONE and ENTERED this 1st day of November, 1996, at Tallahassee, Florida. ELLA JANE P. DAVIS Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (904) 488-9675 SUNCOM 278-9675 Fax Filing (904) 921-6847 Filed with the Clerk of the Division of Administrative Hearings this 1st day of November, 1996.
The Issue The issue in this case is whether Water Use Permit (WUP) Application Number 20009478.005 meets the conditions for issuance as established in Section 373.223, Florida Statutes (2001), Florida Administrative Code Rule 40D-2.301 (April 2001), and the District’s Basis of Review for Water Use Permit Applications.
Findings Of Fact The Parties Petitioner, Alan Behrens, owns real property and a house trailer located at 4070 Southwest Armadillo Trail, in Arcadia, Florida. Behrens uses a two-inch well as the primary source of running water for his trailer. Boran and his family operate a ranch and sod farm in Arcadia, Florida, under the limited partnership of Boran Ranch and Sod, Ltd. Boran uses several different on-site wells to irrigate the farm. See Findings 12-17, infra. The District is the administrative agency charged with the responsibility to conserve, protect, manage, and control water resources within its boundaries pursuant to Chapter 373, Florida Statutes, and Florida Administrative Code Rule Chapter 40D. Permit History Boran’s property is a little over 1,000 acres in size, on which he has raised cattle and grown sod for approximately the past four years. Before Boran owned the property, its prior occupants used the land for growing fall and spring row crops (primarily tomatoes). Boran's cattle and sod farm uses less water than was used by previous owners and occupants. In 1989, the original permit holders could make annual average daily withdrawals of 309,000 gallons but also were allowed a maximum daily withdrawal of 6,480,000 gallons. In 1992, the permitted withdrawals increased to an annual average daily quantity of 2,210,000 gallons, with a peak monthly limit of 3,596,000 gallons per day. On December 14, 1999, Boran received an agricultural water use permit (WUP No. 20009478.004) from the District. This current existing permit expires on December 14, 2009. The current permit grants Boran the right to withdraw groundwater for his agricultural use in the annual average daily quantity of 1,313,000 gallons, and with a peak month daily quantity of 3,177,000 gallons. On September 11, 2000, Boran filed an application to modify his existing water use permit. Modification of Boran's existing permit does not lengthen the term of the permit, and the scope of the District's review was limited to those features or changes that are proposed by the modification. The proposed modification would allow Boran to increase his annual average daily quantity by 175,000 gallons, and increase the peak month daily quantity by 423,900 gallons, for the irrigation of an additional 129 acres of sod. With the proposed increase, the new annual average daily quantity will be 1,488,000 gallons, and the new peak month daily quantity will be 3,600,900 gallons. The proposed modification also provides for the construction of an additional well (DID #6) on the southeastern portion of property, which will withdraw groundwater from the upper Floridan aquifer. The proposed agency action also entails a revision of the irrigation efficiency rating for the entirety of Boran Ranch. Irrigation efficiency refers to the ability to direct water to its intended target, which in this case means the root zone of the sod, without losing water to evaporation and downward seepage. Under the proposed permit modification, Boran will increase the entire farm’s water efficiency from 65 percent to 75 percent. As discussed further in the Conditions for Issuance section infra, the District's AGMOD modeling program uses this efficiency rating as part of its determination of the appropriate quantities for withdrawals. The higher the efficiency rating, the less water received under a permit. Because the efficiency rating increased, the application rate for water decreased from 42" per year to 36.4" per year for the entire Boran Ranch. Boran's Wells There are six well sites (labeled according to District identification numbers, e.g., DID #3) existing or proposed on Boran’s property. DID #1 is an eight-inch well located in the northeastern portion of the property. DID #1 provides water solely from the intermediate aquifer. DID #2 is an eight-inch well located in the middle of the property. DID #2 withdraws water from both the intermediate and upper Floridan aquifers. Both DID #1 and DID #2 were installed in 1968, and predate both the first water use permit application for the farm and the District's water use regulatory system. DID #4 is a twelve-inch well located in the north- central part of the property and solely taps from the upper Floridan aquifer. DID #4 had already been permitted and constructed as of the date of the proposed modification application at issue in this case. DID #3 and DID #5 are twelve-inch wells which have already been permitted for the southern and northern portions of the property, respectively, but have not yet been constructed. Both wells will withdraw water only from the upper Floridan aquifer. DID #6 is a proposed twelve-inch well to be located on the southeastern portion of the property and to irrigate an additional area of sod. DID #3, #5, and #6 will all be cased to a depth of approximately 540 feet, and only open to the upper Floridan aquifer to a depth of approximately 940 feet. By casing the well with pipe surrounded by cement, these wells will be sealed off to all aquifers above 540 feet, including the intermediate aquifer. All the wells on the property are used to irrigate sod. The wells have artesian flow, but utilize diesel pumps to provide consistent flow pressure year-round throughout the fields (some of which can be a mile and a half from a well). Since running the pumps costs money, there is an economic incentive not to over-irrigate. In addition, over-irrigation can lead to infestations of fungi and insects, and eventually cause the grass to rot and die. As a result, the fields receive irrigation only when dry areas in the fields appear and the grass begins to wilt. Boran Ranch Operations and Management Practices Boran Ranch primarily grows three kinds of grasses: St. Augustine Floratam; St. Augustine Palmetto; and Bahia. (Boran also is experimenting on a smaller scale with common paspalum and common Bermuda.) The Bahia grass, which is what also grows in the ranch's cattle pasture, does not require irrigation; the St. Augustine grasses are less drought- resistant and require irrigation at times. The majority of the sod sold to residential installers (who ordinarily work for landscape companies) is a St. Augustine grass. Commercial or governmental roadside installations favor Bahia. Currently, Boran sells more Bahia than St. Augustine. But market demand determines which types of grass are produced on the farm. As residential use and demand for St. Augustine in southwest Florida increases, so would the proportion of the farm used for growing St. Augustine grass. Boran grows sod year-round because of a large demand for the product in Ft. Myers and Cape Coral, and to a lesser extent in Punta Gorda and Port Charlotte. Sod helps control erosion and is considered to have aesthetic value. There also was some evidence that sod lowers the ambient temperatures, as compared to bare dirt; but the evidence was not clear how sod would compare to other ground cover in lowering temperatures. When subsurface seepage irrigation is being used, a sod field must be disked and "laser-leveled" to the proper elevation, with a slight slope created in the field to help ensure proper irrigation and drainage, before it can be used for sod production. The fields are laser-leveled before the irrigation system is installed and the crop is planted. The perforated irrigation supply lines of Boran Ranch’s subsurface irrigation system, also known as the "tile," run the opposite direction of the slope of the field and perpendicular to the main irrigation line. Once the subsurface irrigation system is installed, the field receives sprigs of sod, which are then watered and "rolled" to pack them into the ground. Approximately three months after a field has been rolled, the new sod is then periodically fertilized, sprayed and mowed. Sod takes approximately one year to grow before it may be harvested. The sod at Boran Ranch is harvested via tractor with a "cutter" on its side, which cuts underneath the grass, lifts it up onto a conveyor belt, and then onto a pallet for shipping. There are four different types of irrigation systems used for growing sod in Florida: (1) pivot systems which rely on sprinklers attached to overhead lines that rotate around a fixed point; (2) overhead rain guns which utilize motorized hydraulic pressure to spray a field; (3) above-ground seepage; and (4) subsurface irrigation systems (which can also be used to drain excess water from fields during large rain events). The most efficient irrigation system used for sod in Florida is the subsurface irrigation system. Boran Ranch first started the subsurface irrigation system approximately four years ago. Since that time, Boran Ranch has converted almost all its fields to the subsurface irrigation system, at a cost of approximately $1150 to $1350 per acre. As a result of this conversion process, Boran Ranch now uses less water per acre of sod. The subsurface irrigation system delivers water from a well to a water control structure (also known as the "box") via the imperforated main irrigation line. The perforated lines of the "tile" are connected to this main irrigation line at a 90-degree angle. The largest portion of the "box" sits underground. Once the water in the main irrigation line reaches the "box," water builds up behind removable boards contained in the box, creating the backpressure which forces water out into the tile. Water flows out from the tile to maintain the water table level at or near the root zone of the sod. Subsurface irrigation systems only function on property that has a hardpan layer beneath the soil. The hardpan layer acts as a confining unit to minimize the downward seepage of water, thereby allowing the subsurface irrigation system to work efficiently. Behrens questioned whether Boran Ranch has the necessary hardpan based on Todd Boran's reliance on hydrogeologists for this information. But the expert testimony of Boran's hydrogeology consultant and the District's hydrogeologist confirmed Todd Boran's understanding. Typically, the highest board in the box has the same height as the top of the field. Once the water level inside the box surpasses the height of the last board, water will spill over that board into the remainder of the box and then out another main irrigation line to the next box and set of tiles. By removing some of the boards in the box, Boran can bypass irrigating certain sections of his fields in favor of other areas. Excess water from the fields flows into field ditches which lead to wetlands on the property. If water leaves the wetlands during episodes of heavy rains, it flows downstream to the Peace River. Conditions for Issuance Boran Ranch is located in southwestern DeSoto County, in an area designated by the District as the Southern Water Use Caution Area (SWUCA). The District created the SWUCA, which covers 5,000 square miles, after first determining that the groundwater resources of eastern Tampa Bay and Highlands Ridge regions were stressed and creating the Eastern Tampa Bay Water Use Caution Area (ETBWUCA) and Highlands Ridge Water Caution Area (HRWUCA). Both the ETBWUCA and the HRWUCA are contained within the larger boundaries of the SWUCA. Within the ETBWUCA is an area along the coasts of portions of Hillsborough, Manatee, and Sarasota counties known as the Most Impacted Area (MIA). Special permitting rules exist for new projects located within the ETBWUCA, HRWUCA, and MIA, but not within the remainder of the "undifferentiated" SWUCA. Boran Ranch is located in this "undifferentiated" area of the SWUCA. Behrens took the position that Boran should not be permitted any additional water use until special permitting rules are promulgated for the "undifferentiated" SWUCA. But Behrens could cite no authority for such a moratorium. Meanwhile, the more persuasive evidence was that no such moratorium would be reasonable or appropriate. The evidence proved that the quantities authorized by the proposed modification are necessary to fulfill a certain reasonable demand, as required by Rule 40D- 2.301(1)(a). Boran sought additional water quantities through the permit modification application in order to irrigate an additional 129 acres of its sod farm. The application reflects a need for additional water, associated with additional acreage added to the farm. Boran used the District's AGMOD spreadsheet model, which is based on a mathematical methodology known as the modified Blainey-Criddle method, to determine the reasonable quantities for Boran's specific agricultural use. AGMOD inputs into its computations the following variables: (1) geographic location of the proposed use; (2) type of crop grown; (3) irrigation (efficiency); (4) pump capacity; (5) soil type; and (6) number of acres to be irrigated. AGMOD is a generally accepted tool used for determining the allocation of water quantities for agricultural use. In the instant case, the AGMOD calculations incorporated 87 years of rainfall data and its results reflect the quantities necessary in the event of a two-in-ten-year drought. Similarly, the AGMOD calculations in the instant case take into account the change in irrigation efficiency from 65 percent to 75 percent. Behrens suggested that Boran should not be allowed to use any more water until minimum flows and levels are established for the intermediate aquifer in the vicinity. However, Behrens could cite no authority for imposing such a moratorium. Meanwhile, the more persuasive evidence was that no such moratorium would be reasonable or appropriate. See Finding 49 and Conclusion 86, infra. Behrens also suggested that inputs to AGMOD should assume more Bahia and less St. Augustine grass so as to reduce the resulting amount of reasonable demand. He also suggested that Boran's reasonable demand should not take into account possible future increases in St. Augustine grass production based on possible future market demand increases. But it does not appear that the District requires an applicant to differentiate among various types of grasses when inputting the crop type variable into the AGMOD model for purposes of determining reasonable demand. See Water Use Permit Information Manual, Part C, Design Aids (District Exhibit 2C), Table D-1, p. C4-9. The evidence proved that Boran demonstrated that the proposed use will not cause quantity or quality changes that adversely impact the water resources, on either an individual or cumulative basis, including both surface and ground waters, as required by Rule 40D-2.301(1)(b). Data from water quality monitoring reports indicate that water quality at Boran Ranch and in the region has remained fairly consistent. There were no statistically significant declining trend in water levels in the region. Behrens admitted that water quality in his well has been consistently good. One apparent increase in total dissolved solids and chlorides in DID #1 was explained as being a reporting error. Boran inadvertently reported some findings from DID #2 as coming from DID #1. Until the error was corrected, this made it appear that water quality from DID #1 had decreased because, while DID #1 is open only to the intermediate aquifer, DID #2 is open to both the intermediate aquifer and the upper Florida aquifer, which has poorer water quality. Both Boran and the District used the MODFLOW model, a generally accepted tool in the field of hydrogeology, to analyze withdrawal impacts. The purpose of modeling is to evaluate impacts of a proposed use on the aquifer tapped for withdrawals, and any overlying aquifers including surficial aquifers connected to lakes and wetlands. MODFLOW uses mathematics to simulate the different aquifer parameters for each production unit determined from aquifer performance testing. During the permit application process, both Boran and the District conducted groundwater modeling by simply adding the proposed new quantities to models developed for Boran's permit application in 1999. The models were comparable but not identical; the District's model was somewhat more detailed in that it separated predicted drawdowns into more aquifer producing units. Both models satisfied the District that the proposed modification would have no adverse impact on water resources. After the challenge to the Proposed Agency Action, the District created a new model to assess the impact of only the additional quantities requested by the modification. This new model added some aquifer parameters obtained from Regional Observation Monitoring Program (ROMP) well 9.5, which was constructed very close to the Boran Ranch in 1999. (Information from ROMP 9.5 was not available at the time of the earlier models.) The new model allowed the District to limit the scope of its review to those changes proposed by the modification. The results of this model show that impacts are localized and that most are within the confines of Boran’s property. The greatest impacts resulting from the proposed modification would occur in the Suwannee Limestone producing unit (the upper-most portion of the upper Floridan aquifer), the unit to be tapped by DID #6. The confining unit above the upper Floridan aquifer in this region of DeSoto County is approximately 300-400 feet thick, and impacts on the intermediate aquifer, which is above this confining unit, are much less. When the District's new model was run for peak monthly withdrawals (423,900 gpd for 90 days), the model's 1.0 foot drawdown contour was contained within the confines of Boran’s property, and the 0.1 foot drawdown contour extended only approximately two miles out from the well node of DID #6. Atmospheric barometric changes can cause fluctuations in aquifer levels that exceed a tenth of a foot. As minimal as these modeled impacts appear to be, they are larger than would be expected in reality. This is because, for several reasons, MODFLOW is a conservative model- -i.e., impacts modeled are greater than impacts that would be likely in actuality. First, MODFLOW is a mathematical, asyntopic model. This means it models very gradually decreasing drawdowns continuing over long distances as predicted drawdowns approach zero. This tends to over-predict impacts at greater distances from the withdrawal. In reality, the heterogeneity or discontinuity of confining units cuts down on drawdown effects. The steepest drawdowns occur at a well node and then decline relatively rapidly with distance. Second, several model inputs are conservative. The annual average quantities for water use generated under the AGMOD methodology is based on a two-in-ten-year drought year. The peak month quantity applies to the three driest months within the two-in-ten-year drought period. The MODFLOW model applies this 90-day peak usage continuous pumping under AGMOD and conservatively assumes no rainfall or recharge to the aquifers during this period. Both of these are extremely conservative assumptions for this region of Florida. The District's determination of reasonable assurances "on both an individual and a cumulative basis" in water use permit cases only considers the sum of the impact of the applicant's proposal, together with all other existing impacts (and perhaps also the impacts of contemporaneous applicants). The impacts of future applicants are not considered. This differs from the cumulative impact review under Part IV of Chapter 373 (environmental resource permitting). See Conclusions 80-84, infra. Modeling is a component of the District’s assessment of impacts on a cumulative basis. In addition, the District reviewed and assessed hydrographs of the potentiometric surface from nearby ROMP wells, water quality data, permit history of the Boran site, and regional hydrologic conditions. The hydrographs represent the accumulation of all impacts from pumpage in the area and show stable groundwater levels in the region. Water quality also is stable, with no declining trends. The permit history indicates that permitted withdrawals on the Boran site have declined. For all of these reasons, the evidence was that Boran's proposed withdrawals would create no adverse impacts on water resources on a cumulative basis. The evidence proved that the proposed agency action will not cause adverse environmental impacts to wetlands, lakes, streams, estuaries, fish and wildlife, or other natural resources, as required by Rule 40D-2.301(1)(c). Due to the significant confinement between the source aquifers and the surficial aquifer and surface water bodies, the modeling results show no adverse impact to the surficial aquifer, and no adverse impact to wetlands, streams, estuaries, fish and wildlife, or other natural resources. The evidence was that there are no minimum flows or levels set for the area in question. Furthermore, Standard Condition 9 of the Proposed Agency Action requires Boran to cease or reduce withdrawals as directed by the District if water levels should fall below any minimum level later established by the District. The more persuasive evidence was that the requirements of section 4.3 of the District's Basis of Review have been met. (A moratorium on water use permits until establishment of minimum flows and levels would be neither reasonable nor appropriate.) The evidence proved that the proposed use will utilize the lowest water quality he has the ability to use, as required by Rule 40D-2.301(1)(e), because the new withdrawals are exclusively from the upper Floridan aquifer, which has poorer quality than the intermediate aquifer. Deeper aquifers cannot be used because the water quality is poorer than the upper Floridan aquifer, and it is technically and economically infeasible to use it for agricultural purposes. Behrens suggests that Boran should be required to discontinue all withdrawals of higher quality water from the intermediate aquifer as part of the proposed modification. While an offer to do so might be welcomed (as was Boran's offer to install subsurface seepage irrigation and apply the higher efficiency percentage to the entire Boran Ranch), Behrens could cite no authority for imposing such a condition; and the more persuasive evidence was that imposition of such a condition would be neither reasonable nor appropriate under the circumstances of this case. The evidence proved that the proposed use will not significantly induce saline water intrusion, as required by Rule 40D-2.301(1)(f), because the model results show that the drawdown contours do not approach anywhere near the ETBWUCA or MIA areas. Boran's Ranch is located approximately 21 miles from the MIA boundary and 10.8 miles from ETBWUCA boundary. Further, Boran must monitor the water quality in DID #1 and DID #4 and document any changes in water quality as a result of the withdrawals. The parties have stipulated that the proposed use meets the requirements of Rule 40D-2.301(1)(g) and will not cause pollution of the aquifer. The evidence proved that the proposed use will not adversely impact offsite land uses existing at the time of the application, as required by Rule 40D-2.301(1)(h), because the modeling showed no impact to the surficial aquifer or land use outside Boran Ranch. The confinement between the point of withdrawal and the surface is too great to impact offsite land uses in the instant case. The evidence proved that the proposed use will not adversely impact any existing legal withdrawal, as required by Rule 40D-2.301(1)(i), based on the ROMP hydrographs and modeling showing minimal drawdowns outside the boundaries of Boran Ranch. Behrens claims that Boran's proposed modification will adversely impact his well, which is approximately 3.5 miles northeast of the northeast corner of the Boran property and over four miles away from DID #6. But the greater weight of the evidence was to the contrary. (The wells of other DCAP members were even further away, making impacts even less likely.) Behrens has no independent knowledge of the depth of his two-inch well but believes it is approximately 150 feet deep, which would place it within the intermediate aquifer. In view of the consistent quality of Behrens' well water, and the nature of his well construction, it is most likely that Behrens' well does not penetrate the confining layer between the intermediate aquifer and the upper Floridan aquifer. If 150 feet deep, Behrens' well would not extend into the deepest producing unit of the intermediate aquifer (PZ-3); rather, it would appear to extend into the next deepest producing unit of the intermediate aquifer (PZ-2). But it is possible that Behrens' well cross-connects the PZ-2 and the shallowest producing unit of the intermediate aquifer (PZ-1). (The evidence did not even rule out the possibility that Behrens' well also is open to the surficial aquifer.) Assuming that Behrens' well is open to the PZ-2 only, conservative MODFLOW modeling predicts no impact at all from the proposed modification. (Behrens' well would be outside the zero drawdown contour.) Meanwhile, hydrographs of PZ-2 from nearby ROMP wells show marked fluctuations (five-foot oscillations) of the potentiometric surfaces in producing units of the intermediate aquifer. These fluctuations appear to coincide with increased pumping out of the intermediate aquifer. These fluctuations in the potentiometric surface are not being transmitted up from the upper Floridan aquifer or down from the surficial aquifer. The potentiometric surface in those aquifers do not exhibit matching fluctuations. It appears that the intermediate aquifer is being impacted almost exclusively by pumping out of that aquifer. (This evidence also confirms the integrity of the relatively thick confining layer between the intermediate and the upper Floridan aquifers, which serves to largely insulate Behrens' well from the influence of pumping out of the upper Floridan.) Behrens seems to contend that, in order to determine adverse impacts on a cumulative basis, the impact of Boran's entire withdrawal, existing and proposed, which is modeled conservatively at approximately 0.3 feet, must be considered. But the District considers an adverse impact to an existing legal withdrawal to consist of an impact large enough to necessitate modification to the producing well in order for it to continue to function as intended. The greater weight of the evidence was that the well on Behrens' property was not designed to be a free-flowing well but was designed to use a pump to operate as intended. At the time Behrens purchased his property, there was a well and a non-functioning pump on the property. Even at the beginning of his ownership, he did not always have running water without a functioning pump. In approximately 1986 or 1987, Behrens installed a new electric pump because it allowed the well to produce more water. After installation of the pump, Behrens raised his trailer an additional five feet (to guard against flooding) which caused it to be approximately ten feet high, meaning the water had to travel that much farther against gravity to reach Behrens' faucets. For most of the time that he has owned the property, Behrens has used a pump on the well. Behrens installed a check valve to allow him to turn off the pump. Sometimes during storm or flood conditions, electric power failed or was cut off, and Behrens was forced to rely solely on artesian flow, which was sometimes adequate in flood conditions during the rainy season. At other times when artesian flow was adequate, Behrens would turn off the pump and rely solely on artesian flow. But it also was sometimes necessary for Behrens to use the pump to get adequate water flow. During the summer of 2001, Behrens' pump failed, and he had to rely solely on artesian flow. As in prior years, artesian flow was sometimes inadequate. In order to be able to get at least some artesian flow for the maximum amount of time, Behrens lowered the spigot on his well by about two feet. Although Behrens is aware that the iron casing of his well could corrode over time, he has never called a licensed well driller or other contractor to inspect his well. Behrens did not test his own well for possible blockage that would result in a lower yield. Furthermore, Behrens admits that his whole outdoor water system needs to be completely replaced. The evidence proved that the proposed use will incorporate water conservation measures, as required by Rule 40D-2.301(1)(k), based on the water conservation plan submitted to the District, installation of a state-of-the-art irrigation system, increase in efficient use of the water, and decrease in the application rate. (Behrens' arguments that Boran has been allowed to use too much water and his question as to the existence of hardpan underlying Boran's fields already has been addressed. See Findings 27 and 35, supra.) The parties have stipulated that Boran has demonstrated that the proposed use will incorporate reuse measures to the greatest extent practicable, as required by Rule 40D-2.301(1)(l). The evidence proved that the proposed use will not cause water to go to waste, as required by Rule 40D-2.301(m), because the irrigation method is the most efficient system that is economically and technically feasible available for sod. (Behrens' question as to the existence of hardpan underlying Boran's fields already has been addressed. See Finding 27, supra.) The evidence proved that the proposed use will not otherwise be harmful to the water resources of the District, as required by Rule 40D-2.301(1)(n), based on the review of all other permit criteria. Propriety of Behrens' Purpose Behrens did not review the District's permit file on Boran's application before he filed his petition. The evidence suggested that he traveled to the District's Sarasota office for that purpose but found on his arrival that the complete permit file was not available for inspection there. Because of the filing deadline, he did not find time to make another attempt to review the permit file of record before he filed his petition. Behrens also did not contact Boran, the District or anyone else with any questions about the proposed agency action before filing his petition. He also did not visit Boran’s property, and made no inquiry as to the irrigation system employed by Boran. Behrens also did not do any additional legal research (beyond what he had done in connection with other water use permit proceedings) before filing his petition. Behrens believed he had all the information he needed to file his petition. Behrens has previously filed at least one unsuccessful petition challenging the District’s issuance of a water use permit. See Behrens v. Southwest Fla. Water Management Dist., DOAH Case No. 00-4801 (DOAH Jan. 29, 2001). DCAP, with Behrens acting as its president, has previously filed at least three unsuccessful petitions challenging the District’s issuance of a water use permit. See, e.g., DeSoto Citizens Against Pollution, Inc. v. Farmland Hydro Limited Partnership, DOAH Case No. 02-232 (Southwest Fla. Water Man. Dist. June 25, 2002); DeSoto Citizens Against Pollution, Inc. v. Southwest Fla. Water Management Dist., DOAH Case No. 01- 3056 (DOAH Aug. 22, 2001); DeSoto Citizens Against Pollution, Inc. v. Southwest Fla. Water Management Dist., DOAH Case No. 01-2917 (DOAH Sept. 24, 2001). However, none of those proceedings involved a project at the Boran site. It is found that, under the totality of circumstances, Behrens' and DCAP's participation in this proceeding was not for an improper purpose--i.e., not primarily to harass or to cause unnecessary delay or for frivolous purpose or to needlessly increase the cost of Boran's permit modification. While a reasonable person would not have raised and pursued some of the issues raised by Behrens and DCAP in this proceeding, it cannot be found that all of the issues they raised were frivolous or that their participation in this proceeding was for an improper purpose. It appears that Behrens based his standing in part on the requirement in Rule 40D-2.301(1)(i) that Boran provide reasonable assurances that the proposed use will not adversely impact an existing legal withdrawal to be provided "on both an individual and a cumulative basis.” (Emphasis added.) Not unreasonably, Behrens argued that this requirement allowed him to base his standing on alleged injuries from all of Boran's withdrawals, existing and proposed, which would create a 0.3- foot drawdown on his well. While his argument is rejected, it cannot be found to be frivolous or made for improper purpose. Behrens' argument that Boran did not meet Rule 40D- 2.301(1)(i) was based on the 0.3-foot drawdown and his position that his well was designed to be artesian free- flowing. While Behrens' proposed finding was rejected, the position he took is not found to be frivolous or taken for improper purpose. Several other arguments made and positions taken by Behrens have been rejected. See Findings 27, 34, 35, and 51, supra, and Conclusions 86-87, infra. But they cannot all be found to have been frivolous or made and taken for improper purpose.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the District enter an order granting Boran’s water use permit application number 20009478.005; and denying the motions for attorney's fees and costs under Section 120.595(1), Florida Statutes. Jurisdiction is reserved to enter a final order on the part of the motions for sanctions under Section 120.569(2)(e). DONE AND ENTERED this 29th day of July, 2002, in Tallahassee, Leon County, Florida. Hearings Hearings ___________________________________ J. LAWRENCE JOHNSTON Administrative Law Judge Division of Administrative 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 this 29th day of July, 2002. COPIES FURNISHED: Alan R. Behrens, President DeSoto Citizens Against Pollution, Inc. 4070 Southwest Armadillo Trail Arcadia, Florida 34266 Mary Beth Russell, Esquire Southwest Florida Water Management District 2379 Broad Street Brooksville, Florida 34609-6899 Douglas P. Manson, Esquire Carey, O'Malley, Whitaker & Manson, P.A. 712 South Oregon Avenue Tampa, Florida 33606 E.D. "Sonny" Vergara, Executive Director Southwest Florida Water Management District 2379 Broad Street Brooksville, Florida 34609-6899
The Issue Should Respondent be fined $500.00 for initiating repairs to an on-site sewage treatment and disposal system before obtaining a permit?
Findings Of Fact Respondent is engaged in the septic tank contracting business as a contractor licensed under Chapter 489, Part III, Florida Statutes. He does business as "Alpha." In association with his business Respondent provided services to residents at 224 North Orange Avenue, Orange City, Florida. This was related to a failed on-site sewage treatment and disposal system at that residence. To assist in providing repair service to the residence in Orange City, Florida, Respondent engaged Andy Trapp. Mr. Trapp's business is to assist septic tank contractors in obtaining necessary permits to perform septic tank contracting services. Mr. Trapp's occupation includes field work involving soil testing, measurements, and completion of necessary paperwork to assist the septic tank contractor in obtaining necessary permits. As permitting agency, usually Petitioner would accept applications submitted by Mr. Trapp in relation to the application for a permit to repair on-site sewage treatment and disposal systems, in that Mr. Trapp is recognized by Petitioner as being sufficiently qualified to submit information in support of an application for permit. On March 27, 1998, Mr. Trapp submitted an application for a permit to repair the on-site sewage treatment and disposal system at the Orange City, Florida, address, to include supporting information concerning the results of soil testing. That application was accompanied by the necessary fee to obtain a permit. The application was delivered to Petitioner's Daytona Beach, Florida, office as a matter of convenience to Mr. Trapp. Mr. Trapp realized that the actual processing of the permit application would be conducted by Petitioner's Deland, Florida, office. In that connection, Mr. Trapp realized that the application that he had submitted to the Daytona Beach office would be forwarded by interoffice transmittal to the Deland office, which would cause a delay in the processing of the application. In his experience Mr. Trapp has filed applications with the Daytona Beach office to be subsequently transmitted to the New Smyrna Beach office of the Petitioner, which ordinarily can be done late on the same day that the application was presented or by the next day. James McRae is an environmental supervisor for the Volusia Health Department, Environmental Health Office in Deland, Florida. It is his office that had ultimate responsibility for considering, and if appropriate, issuing a permit allowing Respondent to conduct necessary repairs of the failed on-site sewage treatment and disposal system at the Orange City, Florida address. Mr. McRae confirmed that the permit application, as submitted by Mr. Trapp for the repairs, had been received by the Deland office on March 30, 1998. In addition, the accompanying $57.00 fee had been transferred from the Daytona Beach office to the Deland office, as was customary, the custom being that the funds in support of an application would ultimately be received in the office from which the application would be processed and a permit number assigned, as applicable. Upon receipt of the application in the Deland office, a receipt was generated. Information concerning the permit application was placed in the computer. Assessment of the application was assigned to William Vander Lugt, Environmental Specialists II, who is part of the field staff for the Petitioner's Deland office. Beyond Mr. Vander Lugt's assignment to consider the application for the permit for the Orange City, Florida project, it was expected that he would do any necessary field work involving an inspection and any necessary soil analysis. If satisfied that the site was appropriate to effect repairs to the failed on-site sewage treatment and disposal system, Mr. Vander Lugt would issue a permit subject to approval by Mr. McRae. Mr. McRae identified that the usual turn around time for issuing permits is two to three days, assuming that the permit was applied for at Petitioner's office which would be responsible for assessing the application. In this instance the permit had been applied for at another office which delayed consideration of the permit application by the Deland office. The permit was approved on April 2, 1998, within three days of its receipt by the Deland office. Before the permit was issued, Respondent, through his employees, had commenced the repairs at the Orange City, Florida, address. The commencement of repairs was verified by an on-site inspection performed by Mr. Vander Lugt, on March 31, 1998. Although the supporting information presented by Mr. Trapp was in order and the fee had been paid, and there was no indication that any other problems existed which would prohibit the repairs from being conducted, Respondent was premature in commencing the work before the permit issued, and was unjustified in that choice.
Recommendation Upon consideration of the facts found and conclusions of law reached, it is RECOMMENDED: That a final order be issued which imposes a $500.00 fine against Respondent for initiating a repair of an on-site sewage treatment and disposal system without first obtaining a permit to do the work. DONE AND ENTERED this 24th day of September, 1998, in Tallahassee, Leon County, Florida. CHARLES C. ADAMS Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 Filed with the Clerk of the Division of Administrative Hearings this 24th day of September, 1998. COPIES FURNISHED: Charlene Petersen, Esquire Department of Health 420 Fentress Boulevard Daytona Beach, Florida 32114 Michael J. Jedware Post Office Box 390073 Deltona, Florida 32739-0073 Angela T. Hall, Agency Clerk Department of Health 2020 Capital Circle, Southeast Bin A02 Tallahassee, Florida 32399-1703
The Issue The appellant contends that the Planning Commission "did not base its decision on specific standards or criteria [set forth in the zoning regulation] as required. Nor was there any competent substantial evidence presented that would support the Planning Commission's findings."
Findings Of Fact Based upon the evidence of record submitted with this appeal, the findings of fact of the Planning Commission are rejected and the following substituted: The proposed use constitutes a marina pursuant to section 9.5-4(M-5) of the Monroe County Code, Land Development Regulations, and it must, therefore, be reviewed as a major conditional use. The proposed development complies with all applicable Monroe County land development regulations. The proposed development is limited to two fueling docks, one 9' x 16'4" and the other 13' x 12'8", and one fueling pump. The proposed development does not include provisions for boat storage, boat ramps, or liveaboard docking. The proposed development is not expected to generate additional vehicular traffic nor, as a result, demand additional on-site vehicular parking due to its exclusively water-oriented nature. The proposed development does not include provisions for additional outdoor lighting. The proposed development includes provisions for a five-year water quality monitoring program which contains adequate recommendations for spill containment, including provision of a containment kit and use of absorbent carpeting on the dock surface, as well as corrective measures to be undertaken by the applicant in the event of water quality deterioration. Coordination with the United States Environmental Protection Agency is necessary to insure that the proposed water quality monitoring program follows the guidelines of this agency. The proposed development is located in the vicinity of a designated critical habitat of the American crocodile, and the presence of the West Indian manatee in the area is documented. The Florida Game and Fresh Water Fish Commission and the United States Fish and Wildlife Service have offered recommendations to mitigate the secondary impacts of the proposed development on these species of endangered wildlife, including the installation of an educational display and restrictions on the provision of additional marina facilities. Additional conditions and restrictions are appropriate and may be imposed pursuant to sections 9.5-61 and 9.5-63 of the Monroe County Code, Land Development Regulations. Limitations are particularly necessary to minimize the impacts of the proposed development upon neighboring residential uses and the canal, in consideration of the water-oriented nature of the use.
The Issue Is Respondent guilty of violations of Rule 10D-6.0751(l)(b) [gross negligence and incompetence] by the installation of a residence septic tank system and failure to obtain a new system construction permit with approved site plan prior to installation of a new on-site sewage treatment system, as charged in the undated administrative complaint numbered HPO-96-1003, which was referred to the Division of Administrative Hearings on or about November 26, 1996 and if so, what discipline should be imposed?
Findings Of Fact Respondent Larry A. Ford is registered by Petitioner agency as a septic tank contractor, under the registered name of "L.A. Ford Septic Services." On July 31, 1996, Gary W. Thompson, agent and building contractor for Johnny Howard, Jr., applied to the Suwannee County Health Department for an Onsite Sewage Disposal System Construction Permit to install an onsite sewage treatment and disposal system for Mr. Howard's residence. The site plan specified installation of a septic system on the north side of a house which was then under construction. On August 2, 1996, Charles Bradley, Environmental Health Specialist, Suwannee County Health Department, conducted a site evaluation at the construction site. His site evaluation included taking soil samples from the location proposed for the system to determine the suitability of the soil and the seasonal high water elevation table. A permit was issued in accord with the site evaluation. Mr. Howard (owner) and Mr. Thompson (general contractor) engaged Respondent Ford to install Mr. Howard's septic system. In practice, septic tank installers, including Respondent, usually will contact the Suwannee County Health Department for a copy of the permit, site plan, and other particulars before beginning an installation. The record is silent as to whether that happened in this case. On August 5, 1996, Respondent completed installation of the system and contacted Mr. Bradley to do a final inspection. When Mr. Bradley arrived to inspect the system, he discovered that it had been installed on the west side of the house instead of the north side as called for in the site plan and permit as issued. In other respects, the installed system seemed to comply with the technical requirements for septic systems and Bradley issued an "in place" approval even though Respondent had failed to advise, or have Mr. Howard or Mr. Thompson advise, the Suwannee County Health Department about the change in the system's location so that the Department could conduct another pre-installation site evaluation and issue a corrected permit. If a location or any other significant factor is going to be altered by the installer, the applicable rules require that the installer first amend the permit application and get a new site inspection and agency approval/permit. In practice, a location change is simply approved or rejected by the agency during the after-the-fact inspection, without any real insistence by the agency that the change be pre-approved. However, if the ultimate installation does not accord with health standards or rule standards for any reason, the agency is authorized by rule to require that the situation be corrected and that the installer arrange for a complying permit to be issued. The following week, Mr. Howard's father, who was also the owner of the land adjacent to Mr. Howard's home construction site, complained to Larry Williams, Environmental Health Supervisor at the Suwannee County Health Department. The senior Mr. Howard's primary concern was that the drainfield for his son's new septic system extended across the property line into his property in an area he used for cultivation. A subsequent inspection by Larry Williams, who is an agency superior to Mr. Bradley, revealed that the system had been mislocated across property lines; that the septic tank was installed nearby a dryer vent opening in the west side of the house, rather than the plumbing stub-out designed for this system on the north side of the house; and that the system's elevation as installed would not allow for gravity flow as originally designed; and that the system, as installed, would require additional plumbing and a pump to operate it. The property line trespass would not have showed up in the "as is" inspection by Mr. Bradley. The testimony herein with regard to gravity backflow is sufficient to establish another technical installation violation, despite Mr. Bradley's original post-installation approval of the system, but the record is lacking in evidence to establish that there was a clear danger to public health as a result. Upon further investigation, agency personnel were confronted with at least one disputed fact. On the one hand, they had the complaints of the two Mr. Howards against Respondent and on the other hand they had Respondent's insistence that the younger Mr. Howard's wife had authorized Respondent to relocate the system to the west side of the house. As a result, Respondent denied any and all responsibility for mislocating the system. Additionally, due to the original post-installation agency approval, the Respondent refused to correct the Howard septic system in any way or to participate in agency mediation. When agency efforts to mediate the problem were unsuccessful and Respondent failed to make any arrangements to correct the problem, the County Health Unit paid $975.00 for the correction of Mr. Howard's system by another certified septic contractor. This amount came out of its discretionary funds reserved for dangers to public health. Apparently, Mr. Howard has paid nothing for the repairs. The agency then instituted this instant disciplinary action against Respondent. Respondent refused certified mail delivery of the notice of intended action. Therefore, he had to be served by the Sheriff's office. The notice of intended action advised Respondent that the agency considered his acts and omissions with regard to his installation of the septic system to be gross negligence and incompetence under Rule 10D-6.075, Florida Administrative Code, and that if he did not take corrective action within three days of his receipt of the notice, the agency intended to issue an administrative fine against him and to suspend his registration as a septic tank contractor. Respondent again denied any responsibility for his installation of Mr. Howard's system and refused to take any corrective action or otherwise to try to mitigate the problem. The agency also has cited Respondent via an August 27, 1997 Letter of Warning which had nothing to do with the Howard job. The Letter of Warning advised Respondent that he was in violation of Part III, Chapter 489, Florida Statutes, punishable under Rule 10D-6.0751(1)(a) Florida Administrative Code, because his advertising used a business name (Ford Septic Tank Service) under which he is not registered, instead of his business registration name of "LA Ford Septic Tank". No timely request for administrative hearing was received to dispute the material issues raised by this warning letter, and therefore its allegations may be considered as true. This Letter of Warning also may be considered for purposes of aggravation of penalty, if any penalty is determined in the instant proceeding. The agency has had numerous other customer complaints against Respondent. Its own investigation of these other complaints has satisfied agency staff that in many instances Respondent was doing fraudulent and/or negligent septic system work. However, none of these allegations can be considered here for two reasons. First, because these other situations were not noticed nor charged in the pending administrative complaint, no findings of fact can be made herein with regard to them. Second, because these situations were never proven in a formal proceeding and were not reduced to a Letter of Warning, they may not be considered under the guidelines provided by the agency's rules to aggravate a penalty, if any penalty is determined in the instant proceeding. See the Conclusions of Law, infra. In filing the administrative complaint herein, witnesses Wilson and Melton considered the gravity of Respondent's situation at the Howard residence and his failure to take any mitigating action. They also considered, as aggravating circumstances, the many other citizen complaints discussed above. The administrative complaint for the charges surrounding Respondent's installation on Mr. Howard's permit was served on Respondent in October 1996. He timely requested a formal administrative hearing. Part of the registration procedure for septic treatment system contractors is to take an examination with regard to the requirements of Chapter 10D-6 Florida Administrative Code, including permit requirements, technical requirements for septic system installations and the conduct expected of contractors. Registered contractors who pass the examination, including Respondent, are expected to know and follow all requirements in Chapter 10D-6, Florida Administrative Code.
Recommendation Upon the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the Department of Health enter a final order finding Respondent guilty of one violation of Rule 10D- 6.0751(1)(b)2. and one violation of Rule 10D-6.0751(1)(l)2; fining Respondent $1,000.00; and revoking his certificate. RECOMMENDED this 29th day of APRIL, 1997, at Tallahassee, Florida. ELLA JANE P. DAVIS Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 SUNCOM 278-9675 Fax FILING (904) 921-6847 Filed with the Clerk of the Division of Administrative Hearings this 29th day of April, 1997. COPIES FURNISHED: Thomas Koch, Esquire Department of Health 2639 N. Monroe Street Suite 160-A Tallahassee, FL 32399-2949 Larry A. Ford Route 1 Box 1705 O'Brien, FL 32071 David West, Esquire Department of Health District 3 Legal Office 1000 Northeast 16th Avenue, Box 3 Gainesville, FL 32601 Dr. James Howell, Secretary Department of Health 1317 Winewood Bouelvard Building 6 Room 306 Tallahassee, FL 32399-0700 Pete Peterson 1317 Winewood Boulevard Building 6 Room 102-E Tallahassee, FL 32399-0700
The Issue The issue in this case is whether the Department of Environmental Protection (DEP or the Department) should allow the City of Tallahassee to revise its domestic wastewater facility permits for Thomas P. Smith Water Reclamation Facility (TPS) and Lake Bradford Road Wastewater Treatment Plant (LBR).
Findings Of Fact The City of Tallahassee owns and operates a sanitary sewer wastewater collection system that collects and processes everything that is discharged to the City's sanitary sewer collection system. The City's collection system has approximately 900 miles of gravity pipes and 100-200 pumping stations serving approximately 230,000 customers. The City's sanitary sewer wastewater treatment facilities include TPS, LBR, the Tram Road Reuse Facility, the Southeast Farm, and the Southwest Sprayfield. Petitioner resides at 198 Mount Zion Road in incorporated Wakulla County. He contends that the revised permits will result in environmental degradation of Wakulla Springs and the Wakulla River. The City's Sanitary Sewer Treatment System TPS, located at 4505 Springhill Road, is the City’s primary wastewater treatment plant, with a design treatment capacity of 26.5 million gallons per day (MGD). The annual average amount of sewage treated at TPS over the past five years is approximately 17.5 MGD, leaving approximately 9 MGD of unutilized treatment capacity. LBR is an older treatment facility with design treatment capacity of 4.5 MGD. LBR is located at 1815 Lake Bradford Road, approximately 3 miles from TPS. Pipes connect LBR to TPS. Design treatment capacity is the amount of sewage that a treatment facility can adequately handle over a period of time and still easily meet environmental performance standards required for treating wastewater. If a treatment facility reaches its design treatment capacity on an annual average basis, it becomes more difficult to adequately treat wastewater to environmental standards. As currently permitted, the combined effluent from TPS and LBR is transmitted to the Southeast Farm or to the Southwest Sprayfield for agricultural reuse. The biosolids from both TPS and LBR are treated at TPS. The Southeast Farm is a 4,000-acre restricted access reuse facility, with approximately 1,900 acres of non-edible crops under slow-rate irrigation. Reclaimed water that meets DEP's Part II Reuse Standards (Part II reclaimed water), as set forth in Florida Administrative Code chapter 62-610, which apply to slow-rate irrigation of non-edible crops, can be used at the Southeast Farm. Applicable requirements include basic level disinfection and secondary treatment. The Southwest Sprayfield is a 65-acre area at the TPS facility also available for land application of Part II reclaimed water. The Tram Road Reuse Facility, with a capacity of 1.2 MGD, provides public access reuse water meeting Part III Reuse Standards (Part III reclaimed water), as set forth in chapter 62-610, to customers in the Southwood area of Tallahassee. Under chapter 62-610, Part III standards apply to application in areas accessible to the public. Among other things, tertiary treatment and high level disinfection are required. The History of the Advanced Wastewater Treatment (AWT) Project On February 11, 2004, the City applied to DEP to renew its permit to operate the TPS domestic wastewater treatment plant and associated sprayfields. DEP issued its intent to renew the permit on February 13, 2006. Petitioner, along with others, filed petitions for an administrative hearing in March 2006 to contest the renewal permit. The common element emphasized in all of the petitions was a concern that the proposed permit did not adequately protect Wakulla Springs from environmental degradation resulting from nutrients in the effluent applied at the City's sprayfields. In 2006 and 2007, the Florida Geological Survey, the United States Geological Survey, and others conducted studies that traced groundwater flow paths from the Southeast Farm sprayfield to Wakulla Springs. The studies determined that there is a greater hydraulic connection between the Southeast Farm and Wakulla Springs then previously understood. As a result, the City agreed to settle the cases and propose advanced wastewater treatment (AWT) upgrades to its facilities. On December 19, 2006, the parties to the administrative proceeding entered into a Settlement Agreement. The Settlement Agreement was the basis for what the City would include in amended permit applications for TPS and LBR and articulated the process by which DEP would review the amended applications for those facilities. Under the terms of the Settlement Agreement, the City committed "to filing an amended permit application" in which it would seek authorization to "upgrade its entire wastewater treatment system" to meet AWT standards. The permit application would request authorization to implement certain "physical upgrades" at the TPS and LBR treatment plants to meet the specified treatment standards with "continued utilization of the Southeast Sprayfield and Southwest Sprayfield" for land- application of the treated wastewater, and with certain operational changes in the sprayfields and a commitment to evaluate other wastewater reuse opportunities. The Settlement Agreement provided that "[t]he City's amended application will also commit to develop and utilize other additional public access reuse sites in appropriate areas in order to reduce the hydraulic loading at the Southeast Sprayfield and Southwest Sprayfield and distribute the public access reuse water." Under the Settlement Agreement, the City also agreed to propose a specific implementation schedule for enumerated physical upgrades to the LBR and TPS treatment facilities and a schedule of specific nitrogen reductions that would occur over time. More specifically, the amended application would propose achieving a nitrogen concentration of 12.0 milligrams per liter (mg/L) within six months after DEP issued amended permits and further reductions over time that would conclude in meeting 3.0 mg/L within six years. In January 2007, the City submitted amended permit applications as agreed in the Settlement Agreement. On January 29, 2008, DEP issued Permit Nos. FLA010139 (for TPS) and FLA010140 (for LBR), and corresponding Administrative Orders AO051NW (for TPS) and AO050NW (for LBR), which authorized continued operation of the TPS and LBR facilities with substantial modifications to the existing treatment systems and gradual reductions in nitrogen concentrations, as well as other requirements, in accordance with the Settlement Agreement. The permits incorporated by reference the corresponding administrative orders which, among other things, established a schedule for achieving compliance with the permit conditions. All parties to the Settlement Agreement agreed that the permits and administrative orders issued by DEP were consistent with the Settlement Agreement. No party challenged the permits or asserted that they did not adequately implement the Settlement Agreement. Under the January 2008 permits and administrative orders, the City is required to: reduce nitrogen levels incrementally down to 3 milligrams per liter (mg/L) by 2014; meet concentration limits for total phosphorous, carbonaceous biochemical oxygen demand, and total suspended solids by 2014; produce all Part III quality reclaimed water; and upgrade its biosolids processing to produce all Part AA biosolids. The AWT Project has a total budget of $227 million. At the time of issuance of January 2008 permits and administrative orders, the effluent applied at the Southeast Farm had a concentration of 13 mg/L of total nitrogen. Under the compliance schedule in the January 2008 permits and administrative orders, total nitrogen concentrations cannot exceed: 12 mg/L annual average daily flow (AADF) beginning in July 2008; 9 mg/L AADF beginning in January 2011; 6.5 mg/L AADF beginning in January 2013; and 3 mg/L AADF beginning in January 2014. In light of these nitrogen reductions, it has been projected that the nitrate load to the land surface at the Southeast Sprayfield will be reduced to approximately 98,000 kilograms per year in 2018, compared with a high of approximately 600,000 kilograms per year in the 1980s. By way of comparison, it has been projected that the nitrate load from septic tanks will be approximately 350,000 kilograms per year in 2018. With regard to biosolids (the solid material separated from the sewage stream during the wastewater treatment process), the January 2008 permits and administrative orders eliminated the City's authorization to land-apply Class B biosolids. All biosolids are required to meet Class AA requirements, with off- specification material sent to an appropriately licensed landfill for disposal. The elimination of land application of Class BB biosolids reduces the nitrate load to the land surface by approximately 200,000 kilograms per year. The January 2008 permits and administrative orders also required the City to undertake a Reuse Feasibility Study and submit the study to the Department. The City did so in 2009. In addition, the January 2008 permits and administrative orders authorized new public access reuse service areas. More specifically, the TPS permit authorized the new public access service area identified as R-006 and the LBR permit authorized R-005. Geographically, the R-005 and R-006 service areas are identical. The permits do not require the City to develop additional reuse sites or additional reuse customers. The LBR permit states that "[t]he construction date of R-005 is to be determined following a feasibility study to ascertain the demand, potential users, and costs for the system," and that "[r]eclaimed water in excess of the demand by the new Part III Reuse Area, can be stored in the Reclaimed Water Storage Tank or diverted to an existing Part II slow-rate restricted access system, the Southeast Farm . . . ." The TPS permit states that the new service area, users, and demand for R-006 "are to be determined." The City's Reuse Feasibility Study did not commit to any specific outcomes concerning development of additional reuse sites or additional reuse customers. While the study recognized the potential environmental benefits of additional reuse sites, it also indicated that "[t]he combined possible impact of the Unified Stormwater Rule and [Total Maximum Daily Load] requirements should be evaluated prior to the implementation/design of any reuse system." The City commissioned the 1.2 MGD Tram Road public access reuse facility in 2008 and is currently expanding the distribution system from that facility. The City has no means to require customers to accept reuse water. At present, the City's 1.2 MGD Tram Road public access reuse facility is approximately ten percent utilized. The Permit Revisions The City filed applications in December 2008 requesting minor revisions to the January 2008 permits and corresponding administrative orders for LBR and TPS. The City requested a 12-month extension of the compliance schedule for upgrading biosolids treatment equipment; a six-month extension for construction of the treatment trains; and a 24-month extension on completion and start-up of the LBR facility. The requested revisions were largely a result of damage to the City's system from Tropical Storm Fay. The City did not request any changes to the environmental performance requirements contained in the 2008 permits. In March 2009, DEP issued a Consolidated Notice of Permit Revision approving the City's applications for minor revisions. No third party challenged those revisions. The City applied for the minor permit revisions at issue in this proceeding on March 24, 2010. The City requested the following revisions to the compliance schedules: (1) a 12-month extension to install the new biosolids dryer; (2) a 12-month extension to each of the installation dates for the new treatment trains; and (3) indefinite deferral of the construction upgrades at LBR. The City also identified differences in the final design from what was outlined in the TPS Preliminary Design Report submitted to DEP in 2007. On May 14, 2010, Petitioner filed a complaint in circuit court asserting that the Settlement Agreement was still a controlling document that prohibited revisions to the permits unless the City first obtained Petitioner's agreement in writing. On January 25, 2011, the court entered a final summary declaratory judgment finding that the December 2006 Settlement Agreement "is moot having been satisfied upon the issuance of the permits and administrative orders at issue." With regard to the revisions at issue in this proceeding, the City's request to indefinitely defer the upgrades at LBR is based on: (1) the City's re-assessment of forecasted wastewater flow projections; (2) updated cost projections for the upgrades at LBR; and (3) a technical evaluation concluding that the City can achieve the 4.5 MGD of treatment capability previously provided by LBR through more cost-effective means at future date. More specifically, in 2009, the City analyzed its forecasted flow projections for its wastewater treatment system. Based on that analysis, the City determined that, for planning purposes: (1) the per capita to daily wastewater flow rate should be adjusted downward from 100 to 94 gallons per capita per day; and (2) the population forecasts should be reduced based on the latest population forecasts prepared by the Tallahassee-Leon County Planning Department. Given these new population growth and water use rate projections, the City determined that the 4.5 MGD treatment capacity of the smaller LBR facility is not necessary at this time. The 26.5 MGD TPS facility has the capacity to handle and meet all of the area wastewater needs for the reasonably foreseeable future. The City's wastewater flow projections were independently confirmed and represent sound engineering practice. In addition, as the engineering efforts progressed on the AWT project, the City identified that, as an alternative to upgrading LBR to AWT, the same treatment capacity and treatment levels could be achieved at TPS at a savings of over $30 million. The City has proposed that it will move forward with design, permitting, and construction of the additional 4.5 MGD of capacity at TPS in the future, closer to the time when the capacity is needed. The City requested the 12-month extension to install the new biosolids dryer because of financial and construction scheduling concerns. Similarly, the 12-month extension to the treatment train construction schedule is a result of construction schedule projections from the project contractor showing completion of the upgrades outside of the current dates in the TPS permit and administrative order. The identified design differences from the preliminary design report are largely a result of additional knowledge gained as the design of the Project progressed. Several of the revisions relate to upsizing infrastructure at TPS to allow for future capacity increases at TPS to replace the treatment capacity associated with the LBR facility if and when that capacity is needed. The City did not ask to alter the total nitrogen reduction requirements in the January 29, 2008, permits and administrative orders. Thus far, the City has achieved the total nitrogen reductions ahead of schedule, reaching an annual average below 9 mg/L (the currently applicable interim limitation) more than one year ahead of the January 2011 compliance deadline. The City has not asked to change any of the other environmental performance requirements in the TPS and LBR permits and administrative orders. The permit revisions at issue do not ask to change the presently-permitted hydraulic loading rates at the Southeast Farm or Southwest Sprayfield. The Department issued its Consolidated Intent to Issue Minor Permit Revisions on April 7, 2011. The City published newspaper notice of the Department's Consolidated Notice of Intent in the Tallahassee Democrat on April 9, 2011. Effects of the Permit Revisions The City provided reasonable assurances that, with the requested revisions, it will continue to efficiently and reliably meet the environmental performance requirements in the January 2008 permits and administrative orders. The City provided reasonable assurances that the permit revisions will not adversely affect the City's compliance with the nitrogen concentration limits and other environmental performance requirements in the January 2008 permits and administrative orders, or increase hydraulic loading rates. Biowin modeling demonstrated that the nitrogen limits and other concentration limits in the January 2008 permits and administrative orders can be achieved despite deferring upgrades at LBR and postponing the construction of the treatment train upgrades by 12 months. The City provided reasonable assurances that the permit revisions at issue will not increase the nutrient concentrations or the volume of effluent applied at the City's Southeast Farm or Southwest Sprayfield. For this reason, it is not necessary to conduct studies evaluating the impacts of these permit revisions on Wakulla Springs. The permit revisions will not impact Wakulla Springs or the Wakulla River. The deferral of upgrades at LBR will not result in an increase in effluent applied at the Southeast Farm or Southwest Sprayfield. Whether or not the City upgrades at LBR, the unutilized Part III reuse water would have to be transported to the Southeast Farm for agricultural reuse, which is authorized by the existing LBR permit. The deferral of upgrades at LBR will not hinder the City's ability to provide public access reuse water. By September 2011, the City will produce Part III public access reuse water from TPS just as it would have at LBR. The required water quality will be available should customers be identified in the future. Regardless whether the reuse apply comes from LBR or TPS, the City will need to install new public access reuse distribution facilities when customers are identified. The distance between TPS and LBR does not affect the City's ability to provide public access reuse water when customers are identified. Depending upon where a future reuse customer is located, it could prove easier and more cost- effective to provide the reuse water directly from TPS. If a new customer is identified near the LBR facility, the existing pipes connecting TPS and LBR can be used to deliver the reuse water to the LBR facility for ultimate distribution to the reuse customer. The City provided reasonable assurances that the 12-month extension in the deadline for installation of the biosolids dryer will not have any adverse environmental consequences for Wakulla Springs. The City has purchased the new biosolids dryer, and it has been delivered to the site. The City's existing biosolids dryer is performing well and making Class AA biosolids. In the infrequent cases when the existing dryer is not performing as desired, the City disposes of the off-specification biosolids in an appropriately-licensed landfill in accordance with the 2008 permit requirements. F. Petitioner's Contentions Petitioner essentially raised two issues in this proceeding: (1) the proposed revisions to the permits are substantial revisions rather than minor revisions; and (2) the City has not provided reasonable assurance that the proposed permit revisions (in particular, delaying compliance schedules for treatment process upgrades, abandoning commitments to treatment process upgrades, and retreating from the commitment to reduce hydraulic loading of up to 4.5 MGD) will not "cause or exacerbate" pollution of Wakulla Springs and the Wakulla River. Regarding the first issue, the proposed revisions extend compliance dates and are not expected to lead to a substantially different environmental impact. In any event, DEP processed the minor permit revisions at issue using essentially the same process used for substantial permit revisions. For example, the Department requested additional information prior to deeming the application complete and required newspaper publication of its proposed agency action with actual notice to interested parties. With the exception of the application fee, the minor revision was processed in the same manner as a substantial revision. Petitioner made no demonstration that he was adversely affected by the distinction between a minor and major permit revision. With regard to Petitioner's second issue, Petitioner put on no testimony or evidence demonstrating adverse impacts associated with the permit revisions at issue. Two hydrogeologists testified regarding groundwater studies they conducted in 2006 and 2007, which identified a connection between the City's Southeast Sprayfield and Wakulla Springs. As a result of this work, the City agreed to the more stringent AWT standards in the 2008 permits and administrative orders. This testimony did not address whether the permit revisions at issue would adversely affect Wakulla Springs or Wakulla River. Petitioner did not demonstrate how the permit revisions at issue would impact Wakulla Springs. The permit revisions will not increase the hydraulic loading at the Southeast Farm or change the quality of the effluent being applied for irrigation at the Southeast Farm. Petitioner's contentions that delaying the schedule for treatment upgrades at TPS and deferring upgrades at LBR will impact Wakulla Springs or the Wakulla River are not supported by the evidence. Deferring the upgrades at LBR and delaying the schedule for the treatment upgrades at TPS, as proposed in the minor permit revisions, will not adversely impact the City's ability to meet the environmental performance requirements in the existing permits and administrative orders. Petitioner's contention that the minor permit revisions will adversely impact Wakulla Springs and the Wakulla River because they represent a retreat from a commitment to reduce the hydraulic loading at the Southeast Farm by 4.5 MGD is unsupported by the evidence. Petitioner's argument is based on his assertion that the January 2008 permits and administrative orders require the City to divert 4.5 MGD of effluent from the Southeast Farm by distributing all of the treated wastewater from LBR to public access reuse customers. The January 2008 permits and administrative orders authorized a new public access reuse area; they did not require the City to locate sufficient public access reuse customers to take all or any portion of the 4.5 MGD from LBR. Moreover, reuse water is as readily accessible from TPS as from LBR. Petitioner relies on the following clause in the attachment to the LBR administrative order (AO050NW) to support his argument that the permit revisions will increase hydraulic loading at the Southeast Farm: "All or part of the influent flow can be directed to the T.P. Smith Water Reclamation Facility or Treatment." Petitioner argues that this authorization implies that the City cannot direct flow from LBR to the Southeast Farm beyond the 36-month compliance timeline in the LBR administrative order. This argument ignores the plain language of the LBR permit itself, which expressly allows land application at the Southeast Farm of all effluent from LBR in excess of public access reuse demand. Petitioner also relies on language in the 2006 Settlement Agreement as imposing an obligation on the City to identify additional public access reuse customers. The 2006 Settlement Agreement was fulfilled upon issuance of the permits and administrative orders in January 2008 and is now moot. Further, the permits and administrative orders do not impose public access reuse requirements on the City beyond submittal of the Reuse Feasibility Study.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department enter a final order issuing the minor permit revisions at issue in this case. DONE AND ENTERED this 5th day of October, 2011, in Tallahassee, Leon County, Florida. S J. LAWRENCE JOHNSTON Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 5th day of October, 2011. COPIES FURNISHED: Herschel T. Vinyard, Jr., Secretary Department of Environmental Protection The Douglas Building, Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Tom Beason, General Counsel Department of Environmental Protection The Douglas Building, Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Francine M. Ffolkes, Esquire Department of Environmental Protection The Douglas Building, Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Lea Crandall, Agency Clerk Department of Environmental Protection The Douglas Building, Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 James S. Alves, Esquire Brooke E. Lewis, Esquire Hopping, Green & Sams, P.A. 119 South Monroe Street, Suite 300 Tallahassee, Florida 32301 Joseph Glisson 198 Mount Zion Road Wakulla, Florida 32327
Findings Of Fact The Florida Department of Transportation is seeking to initiate a project to widen a portion of Gulf Boulevard (State Road 699) on Treasure Island, Pinellas County, Florida. In connection with the project, DOT filed an application for "complex source permit" with DER prior to April, 1976. The Petitioners filed a petition and request for public hearing in connection with that application on April 19, 1976. The matter was forwarded to the office of the Division of Administrative Hearings for further proceedings. DER thereafter attempted to withdraw its complex source permit rule. DOT withdrew its application for permit, and by order entered September 30, 1977, a Hearing Officer of the Division dismissed the case. The effort to repeal the complex source permit rule was later determined to be invalid, DOT re-applied for a permit, and Petitioners renewed their request for a hearing by petition dated April 18, 1978. Proceedings were thereafter conducted before the Division of Administrative Hearings, and a recommended order was entered on December 6, 1978. On December 6, 1976, DOT filed an application for dredge and fill permit with DER respecting the same road-widening project. The permit was issued by the Southwest District Office of DER, which is located in Tampa. Notice of the pendency of the dredge and fill permit application was published in a local newspaper of general distribution. No direct notice, however, was given to the Petitioners. The Petitioners directed an inquiry as to the existence of outstanding permit applications in connection with the project by letter dated October 18, 1977. The Department responded advising the Petitioners as follows: Dredge and fill permits for the installation of culverts have been applied for in our Southwest District Office. The permits are currently pending and the application files. . . are available for inspection daily. Despite the fact that the permit had actually been issued nearly seven months earlier, DER did not advise the Petitioners that the permit had been issued, but only that it was pending. Petitioners apparently made no further inquiry respecting the dredge and fill permit until they learned, in connection with proceedings being conducted respecting the complex source permit application, that the dredge and fill permit had been issued. The Petitioners promptly thereafter initiated this proceeding. A copy of the petition in this proceeding was forwarded to counsel for the Department of Transportation by the Petitioners. At a pre-hearing conference conducted in the complex source permit proceeding, counsel for DOT indicated that it may participate in this proceeding. Counsel for DER discussed this proceeding with counsel for DOT and was advised that DOT would not become a party to this proceeding. DOT has not appeared as a party to this proceeding. No evidence was offered to establish whether DOT has taken any action to complete the work authorized by the dredge and fill permit that was issued.
