The Issue The issue is whether Petitioner's application to sit for the water well contractor examination should be approved.
Findings Of Fact Based on the evidence presented by the parties, the following findings of fact are made: On January 9, 2004, Petitioner, who resides in Baker County, Florida, filed his application with the District requesting that he be allowed to sit for the water well contractor examination. The requirements for qualification to take the examination are set forth in Florida Administrative Code Rule 62-531.300. Relevant to this controversy is the requirement that an applicant present "satisfactory proof of two years experience in the water well construction business." This requirement is normally met by the applicant providing a list of at least ten water well jobs he has completed during a consecutive 24-month period (together with their locations, major use, and approximate depth and diameter), the name and address of the owner of the well, and the approximate date the activity took place. See Fla. Admin. Code R. 62-531.300(6)(a). If the work has been completed in Florida, the applicant is also required to submit copies of completion reports for each of the ten wells. Id. Completion reports are filed by the contractor with the District within thirty days after the work is completed. See Fla. Admin. Code R. 40C-3.411. Finally, the applicant must submit letters from three persons attesting to the length of time the applicant has been working in the water well construction business as a major activity. See Fla. Admin. Code R. 62-531.600(6)(a). Alternatively, an applicant may present "satisfactory proof of equivalent experience," which may be accepted by the District "on a individual basis." See Fla. Admin. Code R. 62- 531.300(6)(b). While this option has rarely, if ever, been used by any applicant, at hearing the District suggested that this provision would allow an applicant to submit other credible documentary evidence, such as affidavits, attesting to the applicant's equivalent experience. Mr. Julian C. Varnes, Jr., a District water resource representative III, is in charge of reviewing water well contractor applications in four northeast Florida counties, including Baker County. Mr. Varnes reviewed Petitioner's application and concluded that he had failed to submit proof of two years' experience in the water well contracting business or satisfactory proof of equivalent experience, as required by the rule. In this case, Petitioner submitted ten completion reports with his application, but none of the reports indicated that he had been involved on those projects, and Petitioner acknowledged at hearing that he could not recall if he was even present on the job site. This is probably because the reports related to jobs performed between November 10, 1982, and July 31, 1985, by his father, a licensed water well contractor, when Petitioner was less than fifteen years old. In addition, the reports submitted by Petitioner covered work performed over a 32-month period, rather than over a 24-month period, as required by the rule, and some of the reports did not have the complete address of the location of the well. By letter dated February 4, 2004, the District advised Petitioner that his application was deficient because he had failed to submit the information required in Florida Administrative Code Rule 62-531.300(1)(b) and (6) relative to experience. The letter advised Petitioner that he must submit an "acceptable list of ten wells together with their completion reports, for wells that [he had] constructed, repaired, or abandoned, with completion dates distributed over a consecutive 24-month time period." Further telephonic discussions between Petitioner and District personnel concerning the request for additional information occurred on March 25 and 29, 2004, but they did not resolve the District's concerns. On June 15, 2004, the District staff again notified Petitioner in writing that he must submit the requested information within 30 days or his application would be denied. When no response was received from Petitioner, on July 27, 2004, the staff issued a Technical Staff Report recommending that the application be denied because of Petitioner's failure to comply with the requirements of Florida Administrative Code Rule 62- 531.300(1)(b) and (6). On August 23, 2004, a Notice of Staff Intent to Recommend Denial of Water Well Contractor Application No. 7300 and Notice of Rights was issued by the District. Petitioner's request for a hearing was then filed. After his first request for a hearing was dismissed, on November 18, 2004, Petitioner filed an amended request for a hearing. In that request, he alleged that the District was "not capable of locating completion reports filed by [Petitioner] and/or his father"; that the experience of he and his father was well known to two District staffers; that he had purchased a well drilling company from another individual and operated under the seller's license for over a year; that he is entitled to licensure because he has satisfactory equivalent experience; and that his father has paid all outstanding fines previously imposed by the District. As relief, Petitioner has requested that he be allowed to take the contractor's examination. At hearing, Petitioner explained that his father was in the water well contracting business for twenty years, and that beginning in 1983, when he was thirteen years old, he had helped his father on "hundreds of jobs" until his father's retirement in 1994. However, Petitioner cannot recall the names and addresses of customers who were serviced by his father's business, which is necessary in order for the District to retrieve completion reports presumably filed by his father. Because of the large number of completion reports filed by contractors throughout its multi-county jurisdiction, in order to retrieve one, the District must have the following information: the year the job was completed, the county in which the job was performed, and the address (township and range) of the well's owner. Petitioner is unable to provide this information.1 In addition, Petitioner stated that he had purchased a water well contractor's business (from Tim Johnson) shortly after his father retired in 1994 and that he operated the business under Mr. Johnson's license for a little more than a year. Although Petitioner produced no documentation concerning jobs he may have performed under Mr. Johnson's license, even if he had, that work would still constitute less than 24 consecutive months of experience, as required by the rule. Petitioner further asserted that Mr. Varnes, who oversees the water well contractors in Baker County, personally "knows" that he is an experienced well driller (having gained such experience through working for his father for many years) and that he possesses the skills necessary to take the examination. However, Mr. Varnes did not agree with this assertion. Finally, Petitioner asked that he be allowed to take the examination, which would be the best indicator of whether he possesses the necessary knowledge to be a contractor. He also pointed out that each completed project must be inspected by a District employee, and that such inspections would verify and ensure that his work is satisfactory. However, the rules require that before the examination can be taken, certain requirements must be met. Petitioner has not satisfied those requirements.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the St. Johns River Water Management District enter a final order denying Petitioner's application to sit for the water well contractor examination. DONE AND ENTERED this 25th day of January, 2005, in Tallahassee, Leon County, Florida. S DONALD R. ALEXANDER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 25th day of January, 2005.
The Issue The issue in the case is whether the Petitioner is entitled to variances from the requirements of Rule 40D-0.27(2), Florida Administrative Code.
Findings Of Fact William E. Klein (Petitioner) owns two water wells, both in Tampa, Florida. Each water well serves three rental units which are also owned by the Petitioner. One well is located at 302 East North Bay Street. The second well is located at 4113 North Suwanee Street. Each water well is classified as a "limited use community public water system" as defined by Rule 10D-4.024(13)(b), Florida Administrative Code. The wells have been in existence for perhaps as long as eighty years. As of January 1, 1993, limited use community public water system wells must obtain permits to operate. Permits are issued by the Department of Health and Rehabilitative Services. The relevant permit requirements include water testing, submission of an application and a site plan, and payment of a fee. By February 23, 1996, the Department was aware of the Petitioner's wells and had provided notice of the permit requirements to the Petitioner. The Petitioner has met the water testing requirements, but has not submitted applications, site plans, or applicable fees related to these two wells. On May 30, 1996, the Petitioner filed applications for variances, seeks to be excused from submitting the applications, site plans and fees. On June 3, 1996, the Department denied the Petitioner's requests for variances. As grounds for the variance requests, the Petitioner cites financial hardship which will be imposed by payment of the fees. According to the stipulation filed by the parties, the application fee for each well is $110. Of the fee, $75 is retained by the state and $35 is retained by Hillsborough County, where the Petitioner's wells are located. The evidence fails to establish that the Petitioner is entitled to the requested variances. The evidence fails to establish that there are any costs related to submission of site plans. The Petitioner may prepare and submit site plans without assistance. The evidence fails to establish that there are any costs related to submission of a completed applications for permits. The evidence fails to establish that the total fee of $220 related to the issuance of well permits for six rental units will cause a financial hardship for the Petitioner. At most, the evidence indicates that the payment of the fee may reduce the Petitioner's profit from the rental units.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Department of Health and Rehabilitative Services enter a Final Order denying the Petitioner's requests for the variances at issue in this case. DONE and ENTERED this 18th day of November, 1996, in Tallahassee, Florida. WILLIAM F. QUATTLEBAUM 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 18th day of November, 1996. COPIES FURNISHED: Gregory D. Venz, Agency Clerk Department of Health and Rehabilitative Services 1317 Winewood Boulevard Building 2, Room 204X Tallahassee, Florida 32399-0700 Richard Doran, General Counsel Department of Health and Rehabilitative Services 1317 Winewood Boulevard Building 2, Room 204 Tallahassee, Florida 32399-0700 William E. Klein, Pro Se Thomas Lewis, Representative 8716 Ruth Place Tampa, Florida 33604 Raymond R. Deckert, Esquire Department of Health and Rehabilitative Services 4000 West Martin Luther King Jr., Boulevard Tampa, Florida 33614
The Issue The issue is whether Sarasota County's application for a permit authorizing the construction of a Class V, Group 3 aquifer storage and recovery well system at the Central County Water Reclamation Facility in Sarasota, Florida, should be approved.
Findings Of Fact Based upon all of the evidence, the following findings of fact are determined: Background On September 14, 1999, the County, through its Utilities Department, filed with the Department an application for a permit to construct a Class V, Group 3 aquifer storage and recovery (ASR) test well and monitor well system at its Central County Water Reclamation Facility, 79005 South McIntosh Road, Sarasota, Florida. The Department is charged with the responsibility of issuing such permits. On July 19, 2001, the Department issued its Notice of Intent to issue Permit No. 160882-001-UC. The permit authorizes the County to construct one test well to determine the feasibility for the storage and recovery of reclaimed water from the Suwannee Limestone of the Upper Floridan aquifer system at a depth of between 500 and 700 feet below land surface. Also, the County is authorized to construct three monitor wells, one into the target storage zone, the second into the first overlying transmissive unit, and the last into the overlying Arcadia Formation. The storage capacity of the test well is projected to be between one and two million gallons per day. On August 10, 2001, Petitioner, who is a citizen of the State of Florida, resides in Tallahassee, and is a long- time employee of Legal Environmental Assistance Foundation, Inc., filed her verified Petition for Formal Administrative Hearing (Petition) under Sections 120.569, 120.57(1), and 403.412(5), Florida Statutes. In her Petition, she generally contended that the permitting would have the effect of impairing, polluting, or otherwise injuring the water of the State because the proposed injectate (being placed in the well) will not meet primary and secondary drinking water standards, may be harmful to human health, and will violate the minimum criteria for groundwater. She also contends that the permit application was not signed by the proper signatory and that the Department failed to require the County to first drill an exploratory well (as opposed to a test well). While these allegations were not sufficient to demonstrate that Petitioner's substantial interests were affected by the proposed permitting, they were deemed sufficient (subject to proof at final hearing) to satisfy the pleading requirements of Section 403.412(5), Florida Statutes. Water Reuse Generally Water reuse is the use of reclaimed water for a beneficial purpose. Because of Florida's continuing population growth and occasional water shortage, the use of reclaimed water is an important conservation tool. Indeed, in 2002 the Legislature showed strong support for water conservation and reuse by amending Section 403.064(1), Florida Statutes, and adding language which states that "the reuse of reclaimed water is a critical component of meeting the state's existing and future water supply needs while sustaining natural systems." To this end, the County has filed its application for the purpose of using reclaimed water for such lesser uses as irrigation so that the existing high quality fresh groundwater can be used for higher and better purposes such as drinking water for the general public. The Southwest Florida Water Management District (District) has also encouraged the use of reclaimed water by providing funding for this type of program to induce utilities to move forward with reuse programs. In addition, the Department has been proactive in promoting the reuse of water throughout the State in order to conserve water resources. Aquifer Storage and Recovery Aquifer storage and recovery (ASR) is a reuse program encouraged by the Legislature, Department, and District. It involves the storage of water underground in a suitable formation, through a well, during times when water is available to put into the well, and then recovery of that stored water from the well during times when it is needed for some beneficial purpose. Put another way, an ASR operates like an underground storage tank. Water is placed into the ASR wells (by means of pumping) during recharge periods when it is raining and there is no demand for reclaimed water. When the water is pumped into the well, a stored water bubble is created by using buffer zones made of water with more salinity than the stored water. These buffer zones are designed so that there can be full recovery of the stored water. The recovery rate is generally around 100 percent. There are three ways to store reclaimed water: surface ponds, storage tanks, and ASR. The ASR storage method is the most efficient method of storing reclaimed water, and it has significant environmental, utility, and economic benefits. The ASR method has no impact on wetlands and ecosystems, and unlike pond storage (and to a lesser degree storage tanks), it does not require the use of large surface areas and is not affected by evapotranspiration and seepage. (There is typically a 60 percent loss of water due to evaporation in surface storage areas.) It also results in cost savings (up to a 50 percent reduction in capital costs) and avoidance of wetlands impacts. One of the goals of the County's Comprehensive Plan is to maximize the use of reclaimed water for irrigation purposes. Because other storage methods have proved to be inefficient, ASR is the County's preferred storage method to meet this goal. At the time of the final hearing (August 2002), there were at least fifty-six ASR systems operating outside the State of Florida (and around one hundred more in various stages of development) and eleven ASR systems successfully operating in the State, the first one having been established in 1983. At that time, there were also two ASR test programs underway in the area, including one in the Englewood Water District, a few miles to the south of the proposed project, and the Northwest Hillsborough ASR program, which is located just north of the County. Also, ASR systems are located in Manatee County and near the Peace River, which is in the same storage area being proposed here. Therefore, the County has the benefit of drawing upon twenty years of experience with this type of system. The Permit The County began an informal water reuse program in 1988, when it first used effluent disposal for irrigation purposes at a local golf course. A formal program (the Reuse Master Plan) was commenced in 1994; however, the County still lacks the storage capacity to meet the seasonal demands of its reuse customers.3 Without storage, any excess water must be discharged and lost. In order to meet the County's goal of maximizing reclaimed water use, it must be able to adequately store reclaimed water. Due to projected population growth and issues concerning management of limited resources, in 1997 the County began considering the use of ASR as a means to better manage its reclaimed water supply and demand for those facilities which serve the North County Reuse System. If all necessary permits are obtained, the County intends to use reclaimed water from its Central County wastewater facility. Currently, that effluent receives advanced tertiary treatment with deep bed filtration and high level disinfection. The proposed test well will be approximately 700 feet deep; at that depth, the injection (or storage) zone will consist of the Suwannee Limestone formation of the Upper Floridan aquifer system. The storage zone is brackish, with the water quality or salinity having about six times the acceptable degree of salinity for a drinking water source. It is anticipated that the total dissolved solids (TDS) concentration in the injection zone will be greater than 3,000 TDS. If water quality at the proposed injection zone is greater than 3,000 TDS, this fact will be revealed during the construction of the test injection well and during the various tests to be conducted during construction. (Assuming this level of TDS is found, then at that point the County would have to provide reasonable assurance that the water reclamation facility is providing full or principal treatment to the domestic waste.) The evidence establishes that there is some level of transmissivity in the confining layer overlying the proposed injection zone. That is to say, there is some small degree of connectivity between the proposed injection zone and the aquifer above it. The actual level of transmissivity will be determined based upon tests run during the construction of the first monitor well. The effluent produced from the County's water reclamation facility meets drinking water standards. If the plant is unable to produce effluent that meets or exceeds the applicable water quality standards, this issue is an operational concern which can be addressed in a permit modification authorizing operational testing. Under the Department's permit process, if the construction permit is approved, the County will construct a monitor well to obtain more site-specific information concerning such things as the geology, hydrology, and water quality at the site. (At this point, while the County has published literature sources and regional geologic information from two nearby ASR systems using the same storage area to rely upon, it has no specific data for the very small parcel where the well will be constructed.) Once the information is obtained, an engineering report is prepared and submitted to the Department. That report contains a wide array of technical data, including construction data, hydrogeologic data, formation samples, water quality samples, hydraulic data, core data, Packer data, and geophysical data. This information is then used by the Department (and a special advisory committee called the Technical Advisory Committee) to evaluate whether the site can be authorized for cycle testing and later for operational purposes. If cycle testing is appropriate, the County must then request a modification to its construction permit to authorize cycle testing of its ASR well. That modification, and any others that may be warranted by the new information, are "final agency action subject to the procedural safeguards contained in Chapter 120, F.S." Fla. Admin. Code R. 62- 528.100(2). When the test injection well is constructed and eventually placed into operation, monitor wells will be used to monitor background water in both the injection zone and in the two aquifers overlying the proposed injection zone. However, until further Department approval is obtained, no injection of reclaimed water is authorized; the permit being sought here authorizes only the construction of the well itself. Finally, Florida Administrative Code Rule 62- 528.640(1)(a) requires that the County obtain a separate operation permit after the construction permit has been issued and testing completed. Criteria and Standards for a Class V Well Florida Administrative Code Chapter 62-528 governs all injection wells defined as Class I, III, IV, or V wells. (In Class II wells, the injected fluids are used in connection with oil and natural gas production and are regulated by the Florida Geological Survey under Chapter 377, Florida Statutes.) The category of wells in which the County seeks a permit is a Class V, Group 3 permit, which includes all domestic wastewater wells. See Fla. Admin. Code R. 62- 528.300(1)(e)3. A Group 3 well involves the injection of fluids that have been processed through a permitted domestic wastewater treatment plant. Even though the County is requesting a permit for a Class V well, at the request of the Department, it submitted a different (and more stringent) type of application (a "900" application) since the Department has the authority to apply "any of the criteria for Class I wells" if it believes that the well may cause or allow fluids to migrate into an underground source of drinking water which may cause a violation of primary or secondary drinking water standards. See Fla. Admin. Code R. 62-528.605(2). (A Class I well is a well used to inject hazardous waste below the lowermost formation containing an underground source of drinking water.) In this case, the Department opted to apply certain Class I construction standards for the well, in addition to the normal standards for Class V wells. Those standards are found in Florida Administrative Code Rule 62-528.400. This means that the County will be held to a higher standard than a general underground injection control permit. Florida Administrative Code Rule 62-528.605 contains the Class V well construction standards. For the following reasons, the County has given reasonable assurance that all criteria will be met. Subsection (1) of the rule requires that "a well shall be designed and constructed for its intended use, in accordance with good engineering practices, and the design and construction shall be approved by the Department with a permit." The evidence clearly establishes that good engineering practices have been followed by the County for the design and construction of the well. Subsection (2) requires that an applicant design and construct the well so that it will not "cause or allow fluids to migrate into an underground source of drinking water which may cause a violation of a primary or secondary drinking water standard . . . or may cause fluids of significantly differing water quality to migrate between underground sources of drinking water." Subsection (3) is also directed at the migration of fluids. The evidence shows that the migration of fluids between aquifers will be prevented as a part of the design and construction of the ASR well program. The design chosen by the County has been proven to prevent migration of fluids between aquifers, and it will preserve the integrity of the confining beds. The combination of steel casing and cementing prevents the migration of fluids along the borehole. The well will be constructed by a Florida licensed contractor, as required by Subsection (4). The remaining criteria in the rule will be satisfied during the construction process. Florida Administrative Code Rule 62-528.620 contains reporting requirements for Class V wells. All of these requirements are included in the draft permit and will be met by the County. The Department has also included Special Condition 1(h) in the draft permit, which provides that nothing will be injected into the well that does not meet the Federal Primary Drinking Water Standard. This condition is drawn from Florida Administrative Code Rule 62-528.307, which specifies general conditions to be included in underground injection control permits. In accordance with this condition, the County will monitor the movement of fluid to ensure that there are no violations. The County has also demonstrated that there will be no hazardous waste injection, as prohibited by Florida Administrative Code Rule 62-528.600(1)(a). Finally, the requirements of Florida Administrative Code Rule 62-528.630(3) do not apply at this time since the proposed permit is only for construction of a well, and not the injection of water. Class I Well Construction Standards Because the Department has imposed more stringent construction standards on the County, the Class I well construction standards found in Florida Administrative Code Rule 62-528.410(1) come into play. The County has demonstrated that it has complied with the requirement that the well be cemented and cased. In addition, the County has considered corrosion protection in the cementing and casing of the proposed well. Because the casing will be cemented, coating is not required. Finally, there will be no open annulus (spacing between the casings and the bore hole) in the ASR test well. Other Requirements Drilling Geophysical surveys will be conducted during the pilot hole drilling stages to collect hydrogeologic information. Further, drill stem tests will be conducted throughout the drilling, and a driller's log will be maintained. See Fla. Admin. Code R. 62-528.410(3). Casing Steel casing will be used, taking into consideration the possible corrosion of steel. The life expectancy of the well was considered, as required by Florida Administrative Code Rule 62-528.410(4)(a), and was determined to be unknown. Cement Type 2 cement will be used, which is sulfate resistant and is specifically designed for use in regions such as Florida. Testing Geophysical logs will be used during the construction and testing of the well to verify the physical conditions of the well and confirm that construction is proceeding according to the plan. Also, geophysical surveys will be conducted during pilot hole drilling stages to collect subsurface hydrogeologic information. Environmental concerns Once a drilling contractor is selected, the location for the disposal of drilling fluids will be submitted for Department approval in accordance with Special Condition 1(b) in the draft permit. Monitor well construction standards The monitor well will meet all construction requirements under Florida Administrative Code Rule 62- 528.420. (The same standards that are applied to Class V wells are also applied to monitor wells.) General design considerations Exploratory pilot hole drilling stages will be conducted to collect hydrogeologic information, and complete sets of geophysical surveys will be performed. Because cement generates heat, temperature surveys will be run as a part of the construction sequence to verify coverage of the cement. This means that tools will be lowered into the hole after each cementing stage to verify coverage. Monitoring requirements Florida Administrative Code Rule 62-528.425(1)(d) requires that an applicant perform "a demonstration of mechanical integrity . . . at least once every five years during the life of the well." Details to accomplish this are found in both the application and the draft permit. Florida Administrative Code Rule 62-528.425(1)(f) requires that the background water quality of the injection zone and monitoring zone be determined prior to injection. The County will perform this task before injection occurs. Florida Administrative Code Rule 62-528.425(1)(g) requires that monitor wells be installed above the injection zone near the project. The County will construct three wells, as required by the rule. They will also be placed at a sufficient distance from the project, as required by Florida Administrative Code Rule 62-528.425(1)(h), and the specific monitoring intervals are detailed in the draft permit. Reporting requirements The Department requires periodic data reports and progress reports regarding eight separate types of information. See Fla. Admin. Code R. 62-528.430(1)(a). These reporting requirements will be performed and followed. Because a Class V well may be required to be plugged and abandoned, the Department requires a plugging and abandonment report. See Fla. Admin. Code R. 62-528.625. All requirements under this rule have been met, and the County has the financial resources to accomplish this task, when required. General Class I permitting requirements Florida Administrative Code Rule 62-528.440 sets forth general permitting requirements for Class I and III wells. Because the Department has opted to impose certain Class I criteria on the County's application, some of the criteria in this rule apply. They include special conditions 1(a), (c), and (e) in the permit for well construction, system modification, and fluid injection, all of which have been, or will be, met by the County. In addition, the duration for the operation permit cannot exceed five years, and the County was required to submit an application for a permit which conformed with the requirements of the rule. As a part of its application, the County established an area of review for the construction permit, taking into account the zone of endangering influence. See Fla. Admin. Code R. 62-528.300(4). (An area of review is the area surrounding an injection well, including the area of possible endangering influence.) This requirement was met because the established area of review is one mile even though the predicted area of influence is expected to be no more than 400 feet. As a part of the preceding analysis, the County also conducted an area of review study, as required by Florida Administrative Code Rule 62-528.440(6)(a). In doing so, the County evaluated the impact on the ASR well, and the impact the ASR well would have on the surrounding area. That evaluation determined that there are no water supply wells within the area of review. Because the construction permit only has a duration of five years, and given the County's supporting information submitted with the area of influence study, the Department has not required that the County provide a corrective action plan. See Fla. Admin. Code R. 62-528.300(5)(a). Class I well construction permit criteria All guidelines for constructing the well have been followed, and the construction of the well will not be a source of pollution. The County has provided reasonable assurance that the project will function in accordance with the requirements of Florida Administrative Code Chapter 62- 528. Hydrological modeling Finally, Florida Administrative Code Rule 62-528.405 specifies criteria for evaluating the geologic and hydrologic environment of Class I wells. The County has satisfied all criteria in the rule. Other Issues Exploratory well Petitioner contends that the Department should require the County to construct an exploratory well, as defined in Florida Administrative Code Rule 62-528.603(1), rather than a test well. That rule defines an exploratory well as one being "drilled for the specific purpose of obtaining information to determine the feasibility of underground injection at the proposed site." However, Florida Administrative Code Rule 62-528.450(1)(b) requires an exploratory well only "for those projects located in an area where available information is lacking concerning geologic or hydraulic confinement or existing information indicates that geologic or hydraulic confinement may be poor or lacking." For example, an exploratory well would be required in a remote area (such as certain parts of Polk County) where the Department had insufficient literature, studies, or prior history concerning the general geology across and around the site. In this case, two nearby ASR systems are located in the Englewood Water District and near the Peace River and use the same storage zone as that proposed by the County. Those systems have been operating for a number of years, and the County and Department can draw upon that experience. Given this significant regional geologic information, an exploratory well is not required. More importantly, the requirement for an exploratory well applies only to Class I well construction, and not Class V wells, and the Department properly exercised its discretion to not apply that requirement to the County's Class V application. Signature on the application and other documents Florida Administrative Code Rule 62-528.340(1)(c) requires that all permit applications by a local government be signed by "either a principal executive officer or ranking elected official." Also, subsection (2) of the same rule requires that "reports required by permits and other information requested by the Department shall be signed by a person described in subsection (1) of this section [a principal executive officer or the highest ranking elected official], or by a duly authorized representative of that person." Petitioner contends that these requirements were not met. The County's application was signed by James E. Caldwell, who was then the Manager of Sarasota County Utilities. At that time, Mr. Caldwell had overall responsibility for the County's utility operations. On August 27, 2002, James L. Ley, the County Administrator (and principal executive officer of the County), also executed the original copy of the application. (That is, on that date he signed the original application underneath Mr. Caldwell's signature.) By doing so, Mr. Ley cured any previous technical deficiency in the application. Responses to requests for additional information which were submitted to the Department during the review process were signed by one of the County's outside consultants. However, on January 13, 2002, Mr. Ley submitted a letter to the Department authorizing various County employees and agents to act on his behalf in processing the instant application. Accordingly, the outside consultant was a duly-authorized representative of the chief executive and was authorized to sign those documents. Satisfaction of injection criteria Petitioner also contends that before a construction permit may be issued, the County must meet all principal treatment and disinfection requirements, as required by Florida Administrative Code Rules 62-610.466 and 62-528.563. However, those rules apply to permits which authorize the injection of reclaimed water into the groundwater. Here, the requested permit does not authorize injection, and therefore those requirements do not apply. Groundwater criteria Even though Petitioner conceded at hearing that the issue of whether the construction of the proposed wells would harm the environment was not raised in her Petition, the County provided reasonable assurance that this was not an issue of concern. Adequacy of permit conditions Petitioner also suggested at hearing that the proposed conditions in the permit are insufficient. However, she failed to show in what respect they were insufficient or how they should be amended. Water quality concerns Florida Administrative Code Rule 62-528.605(3) requires that a Class V well be constructed so that its intended use does not violate the applicable water quality standards. On this issue, the evidence establishes that the construction of the proposed test well and monitor system will not discharge, emit, or cause pollution. Indeed, a well and monitor station does not emit or discharge pollution and, if constructed according to the technical requirements of Florida Administrative Code Chapter 62-528, does not cause pollution. Therefore, the County's compliance with the technical requirements of the Department's regulations is reasonable assurance that the proposed system will not cause pollution. I. Request for Attorney's Fees and Costs In its Proposed Recommended Order, the County has requested an award of attorney's fees and costs on the theory that Petitioner is a non-prevailing party who has participated for a "frivolous, meritless, and improper purpose" within the meaning of Section 120.595(1), Florida Statutes. This argument is based on the assertion that Petitioner is a non- prevailing party, that is, she failed to substantially change the outcome of the proposed final agency action which is the subject of this proceeding, and she "failed to produce any witnesses or evidence to support [her] claim that the proposed permit that was the subject of this proceeding should not be issued." While it is true that Petitioner is a non-prevailing party, she attempted to utilize the testimony of three expert witnesses previously retained by the City of Venice, a former party in Case No. 01-3516. Those subpoenas, however, were quashed on August 16, 2002, and that ruling was memorialized in an Order dated August 19, 2002, or just before the final hearing began. Without those witnesses, Petitioner's presentation was obviously limited in some respects.4 Further, until the final hearing, Petitioner assumed that evidence in support of her allegation that the injectate would harm the water quality would be admissible and relevant. (As this Recommended Order clearly points out, however, not a single drop of water can be injected into the well until a modification of the permit is obtained, and therefore such evidence is irrelevant.) During the course of the hearing, the undersigned sustained objections by the County and Department to the introduction of such evidence. This ruling had the effect of limiting the scope of the issues to be tried. Despite these limitations, her participation cannot be described as being frivolous or meritless, as claimed by the County, and it is found that she did not participate for an improper purpose.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection enter a final order granting Permit No. 160882-001- UC authorizing the County to construct one Class V, Group 3 aquifer storage and recovery injection well and monitor well system in Sarasota County, Florida. DONE AND ENTERED this 19th day of April, 2004, in Tallahassee, Leon County, Florida. S DONALD R. ALEXANDER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 19th day of April, 2004.
The Issue The issue to be determined in this case is whether the City of Tarpon Springs (“City”) is entitled to a industrial wastewater facility permit for its proposed discharge of demineralization concentrate into the Gulf of Mexico adjacent to Pasco County, Florida.
Findings Of Fact The Parties Henry Ross is a resident of Tarpon Springs. In his petition for hearing, he alleges that he is a recreational fisherman and a "consumer of fish taken from the area" where the proposed wastewater discharge would occur. He presented no evidence at the final hearing to prove these allegations. Neither the City or the Department stipulated to facts that would establish Ross's standing. The City of Tarpon Springs is a municipality in Pinellas County and the applicant for the industrial wastewater permit that is challenged by Ross. The Department is the agency charged by law with the duty, and granted the power, to regulate the discharge of pollutants into waters of the State. The Proposed Permit - General Due to the cost of obtaining potable water from Pinellas County Utilities, the City decided to look for another source of drinking water. In February 2004, an alternative water supply plan was developed by the City’s Office of Public Services which analyzed potable water supply options. It determined that the withdrawal and treatment of brackish groundwater represented the best option for the City. The proposed permit authorizes the City to discharge industrial wastewater into waters of the State. The wastewater is demineralization concentrate, which is produced when RO technology is used to remove salts from brackish water to convert it to potable water. The wastewater would be produced in conjunction with the operation of a not-yet-constructed WTP that would supply public drinking water to the residents of the City. The City must also obtain a consumptive use permit from the Southwest Florida Water Management District for the proposed withdrawal of groundwater. Whether the Town is entitled to a consumptive use permit is not at issue in this proceeding. The industrial wastewater permit would authorize a maximum daily discharge of 2.79 million gallons per day ("mgd") of RO concentrate. The initial operation of the WTP, however, is expected to discharge 1.05 mgd. The RO concentrate would be transported via a force main from the WTP in the City to an outfall in Pasco County. The outfall would discharge the wastewater into a canal which is already being used for the discharge of cooling water from Progress Energy Florida, Inc.’s Anclote Power Generation Facility. The outfall would be 50 feet north of the point in the canal where Progress Energy is required to demonstrate compliance with its own permitting requirements, so as not to interfere with Progress Energy's ability to demonstrate compliance. There is a floating barrier in the channel north of the proposed point of discharge, and a fence along the side of the canal, to prevent swimmers, boaters, and persons on foot from getting near the Progress Energy power plant. The floating barrier and fence would also prevent swimmers, boaters, or pedestrians from reaching the proposed discharge outfall and the area of the canal where the discharge will initially mix. After being discharged into the canal, the wastewater would become diluted and flow northward, out of the canal and into the open waters of the Gulf. The prevailing currents in area would most often force the wastewater south toward Pinellas County and the mouth of the Anclote River. To determine the characteristics of the wastewater, the City's consultants collected water from the three proposed well fields for the new WTP and ran the water through a small, pilot-scale RO unit to generate an RO concentrate that is representative of the proposed RO discharge. It was determined that eight constituents of the wastewater would likely be present in concentrations that would exceed applicable state water quality standards: aluminum, copper, iron, gross alpha (a radioactivity measurement), total radium, selenium, nickel, and zinc. The Mixing Zones The Department may authorize mixing zones in which a wastewater discharge is allowed to mix with the receiving waters. See Fla. Admin. Code R. 62-4.244. Within the mixing zone, certain minimum water quality criteria must be met. At the outer boundary of the mixing zone, the applicable state water quality standards must be met. In this case, the water quality standards for Class III marine waters are applicable. The City's consultants analyzed the wastewater, receiving waters, and other factors and used an analytical model to simulate a number of mixing scenarios. In cooperation with Department staff, a separate mixing zone was established for each of the eight constituents that are not expected to meet water quality standards at the outfall. The largest mixing zone, for copper, is 1,483.9 square meters. The smallest mixing zone, for nickel, is 0.7 square meters. The mixing zones are conservatively large to assure sufficient mixing. Under most conditions, the mixing is expected to occur in a smaller area. Toxicity Analysis Among the minimum criteria that must be met within a mixing zone is the requirement to avoid conditions that are acutely toxic. See Fla. Admin Code R. 62-302.500(1)(a). A wastewater discharge is tested for potential acute toxicity by exposing test organisms to the undiluted discharge and determining whether more than 50 percent of the organisms die within a specified time period. The test organisms, mysid shrimp and silverside minnow, are sensitive species. Therefore, when a discharge is not acutely toxic to these organisms, it can be reasonably presumed that the discharge would not harm the native organisms in the receiving waters. The acute toxicity test for the proposed RO concentrate indicated zero toxicity. The Department requested that the City also analyze the potential chronic toxicity of the proposed discharge. A wastewater discharge shows chronic toxicity if exposure to the discharge adversely affects the growth and weight of the test organisms. The tests performed on the representative discharge showed that the proposed discharge of RO concentrate would not create chronic toxicity in the mixing zones. Petitioner’s expert witness, Ann Ney, did not review the toxicity analyses or other water quality data that were submitted to the Department by the City. However, she expressed a general concern about a salty discharge that could create stratification in the canal with higher salinity at the bottom of the canal that might be hypoxic (little or no dissolved oxygen). The more persuasive evidence shows that salinity stratification, or a hypoxic condition, is unlikely to occur. The proposed permit requires the City to conduct quarterly chronic toxicity tests. The permit also requires the City to periodically test the water and sediments for any unexpected cumulative effects of the discharge. Evaluation of Disposal Options Florida Administrative Code Rule 62-620.625(6) requires that an applicant for a permit to discharge demineralization concentrate must investigate disposal options potentially available in the project area. The City evaluated blending the discharge concentrate with the City's re-use water irrigation program or with the City’s domestic wastewater discharge into the Anclote River. The RO concentrate was too salty for irrigation use and there was an inadequate volume of domestic wastewater available throughout the year. In addition, the Anclote River is an Outstanding Florida Water and, therefore, is afforded the highest water quality protection under Department rules. See Fla. Admin. Code R. 62-4.242(2). The City also looked at underground injection but that was economically unreasonable and there was concern about upward migration of the discharge. It was economically unreasonable to discharge the concentrate farther out into the Gulf. Anti-degradation Analysis For a proposed new discharge, a permit applicant must demonstrate that the use of another discharge location, land application, or recycling that would avoid the degradation of water quality is not economically and technologically reasonable. See Fla. Admin. Code R. 62-4.242(1)(d). As discussed above, the City investigated other disposal options, but they were not economically or technologically reasonable. An applicant for a permit authorizing a new discharge must demonstrate that any degradation is desirable under federal standards and under circumstances that are clearly in the public interest. See Fla. Admin. Code R. 62-302.300(17). In determining whether a proposed discharge is desirable under federal standards and under circumstances that are clearly in the public interest, the Department is required by Rule 62-4.242(1)(b) to consider the following factors: Whether the proposed project is important to and is beneficial to public health, safety or welfare (taking into account the policies set forth in Rule 62-302.300, F.A.C., and, if applicable, Rule 62-302.700, F.A.C.); and Whether the proposed discharge will adversely affect conservation of fish and wildlife, including endangered or threatened species, or their habitats; and Whether the proposed discharge will adversely affect the fishing or water-based recreational values or marine productivity in the vicinity of the proposed discharge; and Whether the proposed discharge is consistent with any applicable Surface Water Improvement and Management Plan that has been adopted by a Water Management District and approved by the Department. The proposed project is important to and is beneficial to public health, safety or welfare because it would provide drinking water for the public. In addition, the treatment and use of brackish groundwater converts otherwise unusable water into a valuable resource. The use of brackish water avoids the use of water in the surficial aquifer that is used by natural systems, such as wetlands. The Florida Legislature has found that the demineralization of brackish water is in the public interest, as expressed in Section 403.0882, Florida Statutes (2010): The legislature finds and declares that it is in the public interest to conserve and protect water resources, provide adequate supplies and provide for natural systems, and promote brackish water demineralization as an alternative to withdrawals of freshwater groundwater and surface water by removing institutional barriers to demineralization and, through research, including demonstration projects, to advance water and water by-product treatment technology, sound waste by-product disposal methods, and regional solutions to water resources issues. The proposed discharge would not adversely affect conservation of fish and wildlife. Because the discharge is not toxic to sensitive test organisms provides reasonable assurance that the native fish and other aquatic life would not be adversely affected by the discharge. The only identified threatened or endangered species that frequents the canal waters is the endangered Florida Manatee. Manatees use the canal because of its relatively warm waters. Manatees come to the surface to breathe and they drink fresh water. There is no reason to expect that a manatee moving through the mixing zones would be adversely affected by the RO concentrate. The Florida Fish and Wildlife Conservation Commission, which has primary responsibility for the protection of endangered and threatened species, did not object to the proposed permit. Manatees and many other aquatic species use seagrasses as food or habitat. There are no seagrasses in the area of the canal into which the RO concentrate would be discharged, but there are dense seagrass beds nearby. The proposed discharge would have no effect on the seagrasses in the area. The proposed discharge would not adversely affect fishing or water-based recreational values or marine productivity in the vicinity of the proposed discharge. Because the proposed discharge is non-toxic and would meet Class III water quality standards before reaching the closest areas where humans have access to the canal and Gulf waters, there is no reason to believe that the proposed discharge would be harmful to humans. The proposed discharge would not adversely affect recreational activities, such as swimming, boating, or fishing. Petitioner presented the testimony of two fishermen about fishing resources and water flow in the area, but no evidence was presented to show how the proposed discharge would reduce marine productivity. Petitioner contends that the proposed discharge would adversely affect the Pinellas County Aquatic Preserve. However, the aquatic preserve is two miles away. The proposed discharge would probably be undetectable at that distance. It would have no effect on the waters or other resources of the aquatic preserve. With regard to the requirement that the proposed discharge be consistent with an adopted and approved Surface Water Improvement and Management Plan for the area, there is no such plan.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law it is RECOMMENDED that the Department issue a final order determining that Petitioner lacks standing, and approving the issuance of the industrial wastewater facility permit to the City. DONE AND ENTERED this 16th day of December, 2010, in Tallahassee, Leon County, Florida. S BRAM D. E. CANTER 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 16th day of December, 2010. COPIES FURNISHED: Nona R. Schaffner, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 35 Tallahassee, Florida 32399-3000 Thomas J. Trask, Esquire Frazer, Hubbard, Brandt & Trask, LLP 595 Main Street Dunedin, Florida 34698 Henry Ross 1020 South Florida Avenue Tarpon Springs, Florida 34689 Lea Crandall, Agency Clerk Department of Environmental Protection Douglas Building, Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Tom Beason, General Counsel Department of Environmental Protection Douglas Building, Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Mimi Drew, Secretary Department of Environmental Protection Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000
Findings Of Fact Respondent is a well-drilling contractor, holding WWC License #7015. Ridge Properties, Inc., which is the developer of Sundance Ridge, hired Respondent to construct private water wells on lots as they were developed in preparation for the construction of residences. On December 5, 1991, Respondent prepared a completion report for a well that he constructed at lot 64 of Sundance Ridge. The report indicates that Respondent installed well casing to a depth of 63 feet, which was two feet into "hard brown rock," as described on the report. The report discloses that the static water table was encountered 78 feet below the top of the well casing. As indicated in the report, Respondent sent no cuttings to Petitioner for this well-drilling job. On April 24, 1992, Respondent prepared a completion report for a well that he constructed at lot 51 of Sundance Ridge. The report indicates that Respondent installed well casing to a depth of 67 feet, which was 12 feet into "bedrock," as described on the report. The report discloses that the static water level was encountered 76 feet below the top of the well casing. As indicated in the report, Respondent sent no cuttings to Petitioner for this well-drilling job. There is no completion report for the well that Respondent constructed at lot 62 of Sundance Ridge. However, based on information from the well tag, Respondent constructed this well on December 5, 1991, and its casing depth does not reach the static water level. There is no completion report for another well on Marshal Road that Respondent constructed for Shamrock Construction. However, Petitioner admits that Respondent has corrected any problems that may have existed regarding this well. The three wells that Respondent drilled for Ridge Properties, Inc. produced water with a substantial amount of particulate matter. The presence of particulate matter, which was largely sand, was attributable to the fact that Respondent failed to drive the well casings below the static water level in these three wells. Contrary to his claims, Respondent did not encounter chert in drilling these three wells or driving the casings for them. Chert is a dense consolidated mass of rock, often silica. It is more typically found in Alachua and Marion Counties than it is in the Sorrento area of Lake County, which is the location of these three wells. Respondent never repaired the three wells in question. Repair would have required driving the casing deeper until it extends below the static water table. Respondent never obtained a variance for driving the casings to a depth shallower than the depth of the static water level. On April 1, 1993, Petitioner issued warning notices for the three Sundance Ridge wells, plus the Shamrock Construction well. When Respondent failed to make the necessary repairs within the time allowed by the warning notices, Petitioner issued a Notice of Violation on August 13, 1993. The Notice of Violation alleges that the casings do not extend to or below the static water level in the four wells and that Respondent has received four warning notices over the "recommended repetitive total." The Notice of Violation seeks an administrative penalty of $2000, costs and attorneys' fees of $186.40, and correction of the violations within 30 days of entry of a final order and filing of completion reports within 15 additional days. Paragraph 15 of the Notice of Violation explains: This Notice of Violation (NOV) will become a Final Order of [Petitioner] and may be used in further disciplinary actions against your water well contractor's license if you do not comply with it, or do not timely request a hearing pursuant to Section 373.333, F.S., and Rule 17-531.400, F.A.C., as explained in this Notice of Rights. The Notice of Violation warns: [Petitioner] is not barred by the issuance of this NOV from maintaining an independent action in circuit court with respect to the alleged violations. Ten days after issuing the Notice of Violation, Petitioner issued a Technical Staff Report, which states that Respondent's water well contractor's license had been placed on six months' probation in 1991 and again in 1992. After Respondent completed repairs, the probationary status was removed in October 1992. The Technical Staff Report states that, since October 1992, Petitioner has cited Respondent for six additional violations of Chapter 40C-3. Two violations were reportedly "resolved." According to the report, Respondent "has attempted to correct the violations at the other four sites, but has been unable to drive the well casing any deeper.. The Technical Staff Report acknowledges that a Notice of Violation was mailed Respondent on August 13, 1993, due to noncompliance with the four warning notices. The Technical Staff Report mentions that Respondent has been issued 23 citations for violations of Chapter 40C-3, including 13 for not extending the casing to or below the static water level. The Technical Staff Report recommends that Respondent be placed on six months' suspension, during which time Respondent shall correct the deficient wells. If repaired by the end of the six months' suspension, then Respondent's license would be placed on six months' probation. During the term of probation, Respondent would be required to notify Petitioner's staff 48 hours in advance of beginning construction of any well so that staff could be present to ensure that the wells were lawfully constructed. The Technical Staff Report, which was mailed to Respondent on or about August 23, 1993, gives him an opportunity to request a formal hearing. On September 10, 1993, Respondent demanded a hearing by letter, which Petitioner received September 13. The demand references a "request for a formal hearing on notice of violation and order for corrective action," which is a reference to the Notice of Violation. The demand states that Respondent received notice of Petitioner's action by certified letter on "August 13, 1993." The demand adds: [Petitioner's] determination in the above matter can destroy [Respondent's] ability to earn a living in his profession, cause [Respondent] to lose his current employment, cause to continue extensive physical and emotional stress exerted on the above [Respondent] by [Petitioner], and cause the unjust ruination of his reputation in the community that he resides. Treating the demand for hearing as applicable to the Notice of Violation, but not the Technical Staff Report, Petitioner referred only the Notice of Violation to the Division of Administrative Hearings and immediately proceeded to suspend Respondent's license, based on his failure to file a separate demand for a hearing on the Technical Staff Report.
Recommendation Based on the foregoing, it is hereby RECOMMENDED that the St. Johns River Water Management District enter a final order suspending Respondent's license commencing from the effective date of the suspension imposed pursuant to the Technical Staff Report and ending six months thereafter, without regard to whether Respondent has repaired the three Sundance Ridge wells or ever repairs them. ENTERED on April 20, 1994, in Tallahassee, Florida. ROBERT E. MEALE Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, FL 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings on April 20, 1994. COPIES FURNISHED: Henry Dean Executive Director St. Johns River Water Management District Post Office Box 1429 Palatka, FL 32178-1429 Attorney Clare E. Gray St. Johns River Water Management District P.O. Box 1429 Palatka, FL 32178-1429 C. L. Hicks 1935 CR 470 W. Okahumpka, FL 34762
The Issue The issues to be adjudicated in this proceeding concern whether Conrock Utility Company's application for a water certificate in Hernando County meets the requirements of Sections 367.041 and 367.051, Florida Statutes, and, therefore, whether it should be granted.
Findings Of Fact 1. Applications and notices of intent to apply for a water certificate for a particular service area are required to be noticed in a newspaper of general circulation in the service area involved. In this proceeding, an affidavit was introduced from the "Sun Coast News," to the effect that Conrock had caused to be published in that newspaper its notice of intent to apply for the water certificate. That newspaper is published on Wednesdays and Saturdays in New Port Richey, Pasco County, Florida. Conrock's proposed service area, or territory, is in that portion of Hernando County lying east of the City of Brooksville. This newspaper is a free publication and states on the front page that it is circulated in Pasco and Hernando Counties. There is some testimony to the effect that the newspaper is only circulated in that portion of Hernando County lying westward of Brooksville near the Pasco County border, which is an area removed from Conrock's proposed service territory. No evidence was presented to the effect that that newspaper actually circulates in Conrock's proposed service territory. 2. Rules 25-30.030(2)(f), 25-30.035(3)(f) and 25-30.035(3)(h), Florida Administrative Code, require that the utility provide evidence that it owns the land where the treatment facilities are to be located or provide a copy of an agreement providing authority for the continuous use of the land involved in the utility operations and that a system map of the proposed lines and facilities be filed with the Commission. It was not established that Conrock owns or has a written lease for the land where the water facilities are proposed to be located. No actual lease has been executed providing for long-term continuous use of the land. It is true, however, that a verbal agreement exists with the Williams family members and/or the Williams Family Trust, who own the land upon which the facilities would be located, authorizing the use of the land for the proposed operations and facilities. That unrebutted evidence does establish, therefore, that Conrock has authorization to use the land where the water facilities, including the wells, are, or will be located. Although there is no extant written agreement, as yet, providing for the continuous use of the land involved, Conrock did establish that such an agreement can be consummated in the near future based on the verbal agreement it already has. Conrock did place into evidence a territorial map of the proposed service area. It did not, however, provide a system map or otherwise provide concrete evidence of where distribution lines and other facilities would be located for its proposed system. It submitted instead a "planning study" directed to the question of whether a water utility is needed for the proposed territorial area. It submitted no design specifications for the proposed system into evidence however. Conrock has not filed any tariff rate schedules for any water service it might conduct, if granted a certificate. Concerning the question of the need for the proposed water service, it was established by Conrock that 900 acres of the proposed service territory are mainly owned by the Sumner A. Williams Family Trust (Family Trust). Additionally, some small tracts are owned by S. A. Williams Corporation, a related family corporation. The majority of the 900-acre tract is zoned agricultural and the S.A.W. Corporation operates a construction/demolition landfill on that property. There is no evidence that it contemplates a real estate development on that 900-acre tract or other tracts in the area which could be served by the proposed water utility. Neither is Conrock attempting entry into the utility business in order to supply water to a development of the above-named corporation or any related party, person or entity. The proposed service area is rural in nature. The majority of people living in the area live on tracts of land ranging from 1 to 200 acres in size. The people living in the proposed territory either have individual wells or currently receive water service from the City of Brooksville or from Hernando County. Both of those entities serve small subdivisions, or portions thereof, lying wholly or in part in the proposed service territory of Conrock. Conrock has not received any requests for water services from residents in the proposed service territory. There is some evidence that discussions to that effect may have occurred with an entity known as TBF Properties, lying generally to the north of the proposed service territory. TBF Properties apparently contemplates a real estate development on land it owns, which also encompasses part of the Williams family property; some of which lies within the proposed service territory. Plans for TBF's residential construction development are not established in the evidence in this case however. There is no evidence which shows when or on what schedule the construction of that development might occur, nor whether it would actually seek service from Conrock if that entity was granted a water certificate. TBF Properties is the only entity or person in Conrock's proposed service territory that has expressed any interest to the City of Brooksville concerning receiving water service from the city. There have been no requests to the county for water service in the proposed service territory, except by Budget Inn, a motel development. The proposed service area includes a number of small subdivisions. These subdivisions are Mundon Hill Farms, Eastside Estates, Cooper Terrace, Country Oak Estates, Chris Morris Trailer Park, Potterfield Sunny Acres, Gunderman Mobile Home Park, and Country Side Estates. Mundon Hill Farms is an undeveloped subdivision. Eastside Estates and Cooper Terrace have limited development and the Country Oak Estates consist of only three homes. The Chris Morris Trailer Park has a small number of mobile homes but is not of a high density. Potterfield Sunny Acres has six to eight homes. Gunderman Mobile Home Park is a minor development. The Country Side Estates development has its own independent water system. Some subdivisions in Conrock's proposed service area already receive water service from the city or the county. Conrock was incorporated in the past year and as yet has not had any active business operations. It currently has no employees. Mark Williams, the President of Conrock, manages the construction/demolition landfill operation owned by the S.A.W. Corporation. The landfill business is the most closely related business endeavor to a water utility business in the experience of Mr. Williams, Conrock's president. If Conrock were granted a water certificate, either Ms. Donna Martin or Mr. Charles DeLamater would be the operations manager. Neither of these persons possesses any license or training authorizing him or her to operate a water utility system. No evidence was presented as to Ms. Martin's qualifications to operate a water utility system. Mr. DeLamater manages a ranch at the present time and also works in a management capacity in the landfill operation for the Williams family. There is no evidence that he has received any training in the operation of a water utility. It is true, however, that the representatives of the engineering and consulting firm retained by Conrock, who testified in this case, do possess extensive water and sewer design and operation expertise. The evidence does not reflect that those entities or persons would be retained to help operate the utility, but Conrock established that it will promptly retain operating personnel of adequate training and experience to operate the water system should the certificate be granted. Conrock has not established what type of system it would install should the certificate be granted, but a number of alternatives were examined and treated in its feasibility study (in evidence). One alternative involves the use of well fields alone, without treatment, storage or transmission lines. In this connection, the feasibility study contains some indication that the water quality available in the existing wells is such that no water treatment is necessary. In any event, Conrock has not established of record in this case what type of facilities it proposes to install in order to operate its proposed water service. Further, that feasibility study, designed to show a need for the proposed water service, is based upon the actual population, density and occupancies in the homes and subdivisions of the proposed service territory, even though those current residents and occupants have independent water supplies at the present time, either through private wells or through service provided by the City of Brooksville or Hernando County. Thus, the feasibility study itself does not establish that the proposed service is actually needed. Concerning the issue of the proposed facility's financial ability to install and provide the service, it was shown that Conrock stock is jointly held between the Williams family and the S.A.W. Corporation. The Conrock Corporation itself has no assets. The president of Conrock owns 100 shares of the utility corporation, but has not yet committed any personal funds to the venture. No efforts, as yet, have been made to obtain bonds, loans or grants. In fact, the first phase of the proposed project, which is expected to cost approximately $400,000, can be provided in cash from funds presently held by the Williams Family Trust and the S.A.W. Corporation. The various system alternatives proposed in Conrock's feasibility study, in evidence, range in cost from $728,200 to $5,963,100. Conrock has no assets and therefore no financial statement as yet. The financial statements of Mr. and Mrs. Sumner A. Williams, the parents of Conrock's president, include approximately $3,069,907. This is the corpus of the family trust mentioned above, and with other assets, amount to a net worth for those individuals of approximately 5.8 million dollars. Mr. Williams, Conrock's president, has an income interest in the family trust. The financial statements of the S.A.W. Corporation indicate it has a net worth of $1,588,739. The Family Trust financial statement shows a net worth of $3,069,907 of which $1,444,165 consists of stock in the S.A.W. Corporation. The Family Trust owns 90.9 percent of the S.A.W. Corporation stock. It is thus a close-held corporation, not publicly traded and thus has no value independent of the corporation's actual assets. In spite of the fact that Conrock, itself, the corporate applicant herein, does not have assets or net worth directly establishing its own financial responsibility and feasibility, in terms of constructing and operating the proposed water service, the testimony of Mr. Williams, its president, was unrefuted and does establish that sufficient funds from family members and the trust are available to adequately accomplish the proposed project. Concerning the issue of competition with or duplication of other systems, it was established that the City of Brooksville currently provides water service to the Wesleyan Village, a subdivision within the Conrock proposed service territory. The City has a major transmission line running from its corporate limits out to the Wesleyan Village. The Wesleyan Village is receiving adequate water service at the present time, although there is some evidence that water pressure is not adequate for full fire flows. The City also has another water main running from US 41 down Crum Road, which is in the proposed service territory of Conrock. By agreement with Hernando County, a so-called "interlocal agreement," the City of Brooksville is authorized to provide water and sewer utility service in a 5-mile radius in Hernando County around the incorporated area of Brooksville. This 5-mile radius includes much of the proposed service territory of Conrock. The City of Brooksville comprehensive plan, approved by the Florida Department of Community Affairs, contains an established policy discouraging "urban sprawl" or "leap frogging"; the placing of developments including separate, privately owned water utilities in predominantly rural areas. It, instead, favors the installation of subdivision developments in areas which can be served by existing, more centralized, publicly owned water and sewer utilities such as the City of Brooksville or Hernando County. Thus, the installation of the separate, privately owned system in a rural area of the county would serve to encourage urbanization away from area contiguous to the municipality of Brooksville which is served, and legally authorized to be served, by the City of Brooksville. Such a project would be in derogation of the provisions of the approved comprehensive land use plan. Further, Conrock's proposed system would be in partial competition with and duplication of the city and county water systems in the proposed service territory. The county provides some water service through its water and sewer district system to some of the subdivisions and residents in the proposed service territory of Conrock and much of Conrock's territory, as mentioned above, lies within the 5-mile radius urban services area of Brooksville, authorized to be served by the city and county interlocal agreement. Such interlocal agreements, including this one, are contemplated and authorized by the comprehensive plan approved by the Department of Community Affairs and the city/county agreement involved in this proceeding was adopted in 1978 in accordance with certain federal grant mandates in Title 201 of the Federal Safe Water Drinking Act. In terms of present physical competition and duplication, Conrock's proposed system would likely involve the running of water lines parallel to and in duplication of the county's lines within the same subdivision.
Recommendation Having considered the foregoing findings of fact, conclusions of law, the evidence of record, the candor and demeanor of the witnesses and the pleadings and arguments of the parties, it is therefore RECOMMENDED that the application of Conrock Utilities Corporation for a water certificate authorizing it to operate a water utility in Hernando County, Florida, as more particularly described herein, be denied. DONE AND ENTERED in Tallahassee, Leon County, Florida, this 23rd day of January 1990. P. MICHAEL RUFF Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearing this 24th day of January 1990. APPENDIX Petitioners, City of Brooksville, Hernando County, and Hernando County Water and Sewer District's proposed findings of fact. Accepted. Accepted. Accepted. Rejected as subordinate to the Hearing Officer's findings of fact on the subject matter. Rejected as subordinate to the Hearing Officer's findings of fact on the subject matter. Rejected as subordinate to the Hearing Officer's findings of fact on the subject matter. Respondent's proposed findings of fact. Accepted. Accepted. Rejected as subordinate to the Hearing Officer's findings of fact on this subject matter and as not entirely in accordance with the preponderant weight of the evidence. Accepted. Accepted. Rejected as subordinate to the Hearing Officer's findings of fact on this subject matter and as not entirely in accordance with the preponderant weight of the evidence. Intervenor's proposed findings of fact. Accepted. Rejected as subordinate to the Hearing Officer's findings of fact on this subject matter and not in itself materially dispositive. Accepted. Accepted. Accepted. Accepted. Accepted. Accepted. Accepted. Accepted. Accepted, but not in itself materially dispositive and subordinate to the Hearing Officer's findings of fact on this subject matter. Accepted. Accepted. Rejected as subordinate to the Hearing Officer's findings of fact on this subject matter and as not in itself materially dispositive. Accepted, but not in itself materially dispositive. Accepted, but subordinate to the Hearing Officer's findings of fact on this subject matter. Accepted, but subordinate to the Hearing Officer's findings of fact on this subject matter. Accepted. Accepted. Accepted. Accepted. Copies furnished to: William B. Eppley, Esquire Post Office Box 1478 Brooksville, Florida 34605 Peyton B. Hyslop, Esquire 10 North Brooksville Avenue Brooksville, Florida 34601 James F. Pingel, Jr., Esquire South Ashley Drive Suite 1400, Ashley Tower Post Office 1050 Tampa, Florida 33601 David C. Schwartz, Esquire Florida Public Service Commission East Gaines Street Tallahassee, Florida 32399-0855 Steve Tribble, Director Records and Recording Florida Public Service Commission 101 East Gaines Street Tallahassee, Florida 32399-0850 David Swafford Executive Director Florida Public Service Commission 101 East Gaines Street Tallahassee, Florida 32399-0850 Susan Clark, General Counsel Florida Public Service Commission 101 East Gaines Street Tallahassee, Florida 32399-0850 =================================================================
Findings Of Fact The State of Florida Department of Environmental Regulation is the administrative agency of the State of Florida charged with the duty to protect the water resources of the State and to administer and enforce the Florida Water Resources Act of 1972, embodied in Chapters 373, Florida Statutes, as well as the rules promulgated thereunder. The St. Johns River Water Management District is a unit of government established by Chapter 373, Florida Statutes, also charged with the duty to administer and enforce that chapter and related rules. The Department of Environmental Regulation, pursuant to Section 373.103, Florida Statutes, and Section 317.104(8), Florida Administrative Code, has delegated to the District the power and authority to administer and enforce Part III of Chapter 373, Florida Statutes, and the rules and regulations adopted pursuant to that part which implement it. Those rules are embodied in Chapter 40C-3, Florida Administrative Code. Stanley U. Monds is a licensed water well contractor licensed by St. Johns River Water Management District. He has been issued license number 2257. Mr. Monds is also registered by the District as a "water well driller." That registration bears the number 2257. The Respondent on various dates in 1984-1986 contracted to construct and constructed water wells from which water was to be drawn for drinking or other domestic purposes, within the geographical boundaries of the District, for the following named individuals: WELL OWNER COUNTY YEAR CONSTRUCTED Ray Howell Clay 1986 Clayton McCumbers Clay 1986 Joe Eddy Nassau 1986 Joe Eddy Nassau 1986 Kevin Brooks Clay 1984 Nancy Harris Duval 1985 Marcus Rhoden Baker 1985 Cecil Hagen Baker 1985 Ken Tenson Baker 1985 Jim Griffis Baker 1985 Tom Scott Baker 1985 Tom Ott Baker 1985 J. Ray Gatlin Baker 1984 J. Ray Gatlin Baker 1984 The Respondent never filed "well completion reports" with the District for these wells, as required by District rules. The Respondent also contracted to construct and constructed wells for domestic water use, including drinking, located within the geographical boundaries of the District for the following named individuals and thereafter filed well completion reports, however, the reports were actually filed more than 30 days after the wells were completed and thus in violation of District rules: WELL OWNER COUNTY DATE COMPLETED COMPLETION REPORT FILED James Hall Clay 3/10/86 5/06/86 Dennis Bennett Duval 6/16/83 5/04/85 Bennett's Hardware Duval 6/17/83 5/23/85 Don Tenbush Clay 1/08/86 10/1/86 In March 1986, the Respondent installed a water well for a Mr. Joe Eddy in Nassau County, Florida. This well was abandoned by the Respondent and a second well was drilled nearby in June 1986. The Respondent failed to properly abandon the first well by filling it from top to bottom with grout. The Respondent was warned of this condition and reminded to correct it by certified letter sent him by District personnel concerning his improper abandonment of the first well. He acknowledged receiving that letter in a conversation with witness J. C. Varnes, a District field representative. The Respondent, however, refused or failed to later properly abandon the first well by filling it with grout from bottom to top. In June 1986, the Respondent contracted to construct and did construct a second water well for the same Mr. Eddy on his property in Nassau County. That well penetrated multiple aquifers, but the Respondent refused or failed to complete the well so as to prevent cross-contamination of different aquifers or water-bearing strata by water of significantly different quality. This should have been prevented by proper casing of the well which Respondent failed to do. Further, the Respondent used PVC (polyvinylchlride) plastic casing instead of metallic casing in constructing the well and seated the casing by driving it into the ground which resulted in the plastic casing being cracked. The Respondent also failed to grout and seal the annular space between the well casing and the naturally occurring geological formations through which the well bore passed. Another certified letter was sent him by District personnel advising him of these violations of District rules which he acknowledged. He refused or failed to correct the well construction violations, however. Failing to case a well to the bottom of a well or having cracks in the casing allows water and/or other materials from one geological strata to enter the casing, migrate upward or downward and enter aquifers or water-bearing strata at other levels, thus posing a potential of cross-contamination of different aquifers or water-bearing strata due to improper "short casing" or due to cracked casing. In 1984, the Respondent constructed a water well for Kevin Brooks on his property in Clay County, Florida. The well was constructed into an "unconsolidated aquifer," but the Respondent failed to attach a well screen to the bottom of the casing as a filtering device, in violation of well construction standards promulgated by the District. In June 1983, the Respondent contracted to construct and did construct a well for Bennett's Hardware on its property in Duval County. He failed to grout and seal the annular space between the well casing and the naturally occurring geological formations from the bottom to the top of the well in violation of District well construction standards. In 1984, the Respondent constructed two four-inch water wells for J. Ray Gatlin on his property in Baker County, Florida. The Respondent failed to grout and seal the upper three feet of annular space in each of these two wells. He was sent a certified letter on July 14, 1986, advising him of the deficiencies in the well construction. He acknowledged receiving that letter in a conversation with witness J. C. Varnes, but failed to grout the well properly anyway. Also in 1984, he constructed an eight-inch water well for J. Ray Gatlin on property in Baker County, Florida. He failed to grout and seal the annular space between this well's casing and the surrounding geological formations from the bottom to the top of the casing. He also failed to install a water tight seal at the top of the well casing. After being sent a certified letter advising of these violations by District personnel, he acknowledged to Mr. Varnes once again that he had received that letter. He still failed to properly grout or seal the well after being so warned. On September 16, 1986, he was sent a second certified letter which he acknowledged receiving which instructed him to properly abandon the well. He refused to follow that instruction. In January 1986, the Respondent constructed a water well for Don Tenbush on his property in Clay County. He failed to grout and seal the annular space between the well casing and the geological formation surrounding the casing in this well from top to bottom. This well penetrated multiple aquifers or water-bearing zones and yet the Respondent failed to complete the well so as to prevent potential cross-contamination of different zones or aquifers by water of significantly different quality. He did not case the well all the way down to the producing aquifer at the bottom of the well. Here, again, he acknowledged receiving a certified letter advising him of these violations and requiring correction and yet failed to correct the violations. The Respondent began construction of a second well for Mr. Tenbush on the same parcel of property in January 1986 after abandoning the first well described above. He failed to properly abandon the first well by filling it from bottom to top with grout. He was notified of that deficiency or failure, but refused to correct that condition. In constructing the second well for Mr. Tenbush, he refused to or failed to extend the well casing from the land surface all the way down to the producing aquifer and to seat it. After being sent a certified letter advising him of this violation, receipt of which he acknowledged to Mr. Varnes, he again refused or failed to correct the violation. Both wells drilled by Respondent for Mr. Tenbush subsequently had to be abandoned by another water well contractor.
The Issue Whether the rules promulgated by the Department of Environmental Regulation require the Respondent to employ the services of a state certified water system operator to operate the water systems at the two business locations involved in these proceedings.
Findings Of Fact At all times material to these proceedings, the Respondent was responsible for the operation of two water systems. One water system is located on Highway 92 West, Winter Haven, Polk County. The other water system is located on State Road 37 South, Mulberry, Polk County. The restaurant and bar business operated at the Winter Haven location is known as the Rainbow Club. Customers eat food and drink beverages prepared with water from the on site water system. The system serves at least twenty- five individuals daily, at least sixty days out of the year. The convenience store business operated in Mulberry serves ice tea, juices, and coffee to customers which is prepared with water from the on site water system. The system serves at least twenty-five individuals daily, at least sixty days out of the year. During the recent past, the Respondent retained a certified operator to meet the state requirements. He was not satisfied with the operator for the following reasons: (1) He had to show the man how to chlorinate the water. (2) The operator took the required chlorine samples from water that had not been chlorinated. (3) Visits were not made to the site as scheduled. (4) The pump at one of the establishments was harmed by the certified operator. (5) The expense of four hundred dollars a month for the testing of three sites operated by the Respondent was too much money. The Respondent wants to be able to chlorinate the water and maintain the systems himself. He has professional experience regulating the chemical balance of water in swimming pools. The samples he turned into the lab himself were good. The Respondent also wants to keep the old well next to the convenience store in Mulberry. He disagrees with the Department's request that he abandon the well because he needs it for an adjoining piece of property. This well is used for lawns, not for the convenience store business. The Department is amenable to the Respondent maintaining his own systems if he is certified to do so. The next examination is scheduled for November 1990.
Findings Of Fact On or about October 30, 1984, Lawrence E. Bennett, a consultant engineer for Peninsula, forwarded to DER's domestic waste engineering section an application to construct/operate a domestic wastewater treatment and disposal system along with the appropriate plans and a check for the fee. The package included proposals for construction of a 300,000 gpd splitter box and addition of a 100,000 gpd contact stabilization plant. Thereafter, on May 22, 1985, Mr. Bennett submitted a revised copy of the application pertaining to the 100,000 gpd expansion initially submitted as above. The revised application reflected Peninsula's proposed outfall to the Halifax River which was applied for under separate permit. By application dated October 7, 1983, as revised on May 15, 1985, Peninsula proposed to construct an outfall discharge into the Halifax River from the secondary treatment plant. By letter dated October 29, 1984, Mr. Bennett advised DER, inter alia, that the discharge rate would be an ADF of 1.25 mgd. The application for the additional 100,000 gpd plant and splitter box also provided for a chlorination facility. This expansion was needed because 200,000 gpd capacity is already committed to serve current residents and customers of the utility. The new construction is designed to accommodate established future demand. In Mr. Bennett's opinion, the design of this facility will accommodate all DER criteria and standards. The outfall facility proposed in the second project will be a pvc forced main for a part of the distance with iron pipe for the remainder and a lift station attached to pump the effluent to a point in the river selected where the river is deep enough to meet DER water criteria. The initial permit application on this project called for discharge into a portion of the river which did not meet water quality standards. As a result; DER suggested discharge point closer to the center of the river, and this change is now planned. At this point, the outflow will meet DER standards. Intents to issue the permits, as modified, were issued in August 1985. Peninsula has also filed for permits with the Florida Public Utilities Commission, the United States EPA, and the U.S. Army Corps of Engineers for these projects. The plans are based on the estimated population expansion called for in the next few years. Peninsula is fully capable, financially, of providing and paying for the projected improvements. In the past, it has always provided sufficient funding to do that which is called for under its permits and which is necessary. The waters in question here are Class III waters of the State, mainly recreational. There is no shellfish harvesting in the area because of the pollution of the Halifax River, condition which has existed since at least 1941. Results of tests conducted by experts for Peninsula show the quality of the water presently coming out of the treatment plant is cleaner than that currently existing in the Halifax River. The outfall pipe in question will have the capability of handling approximately 1,200,000 gpd. Latest reports from the water treatment plant indicate that the current average daily flow is 150,000 gpd representing approximately 75% of capacity. The design estimated for this project was based on a 250 gpd per unit use rate multiplied by the estimated number of units presently existing and to be constructed in the period in question. It is estimated however, that within two to three years even this project will be insufficient and Peninsula will have to file an additional request for expansion. Construction will have no detrimental environmental effect on the waters of the Halifax River. Mr. Bennett recommends discharge into the river rather than pumping the effluent backup to Port Orange because the local dissipation rate into the Halifax River, which is called for under these projects, is much quicker than that at Port Orange. Studies run on siting of the outfall pipe location which is close to Daggett Island included studies relating to dilution calculation and water quality of the effluent versus water quality of the river near the outfall. The project was, therefore, sited in such a manner as to provide for the least possible detrimental effect. Those studies, however, were for the original outfall location, not the present location as proposed by DER which is approximately 150 to 200 feet away. In the experts' opinion, however, there is very little difference in the two sites. The Daggett Island site is not unique in any way. It is a mangrove swamp of approximately 3 to 4 acres with nothing on it. Once the pipe is buried, it will be difficult to know that it is there. Even during construction, there would be little detrimental effect or disruption to the river ecology. Mr. Bennett's conclusions are confirmed by Mr. Miller; a DER engineer specializing in wastewater facility permits who has reviewed the plans for expansion of the plant for completeness and adequacy and found that they were both. The approval of the outfall pipe initially was made in Tallahassee based on the original siting. He reviewed it again, however, and determined that both projects are environmentally sound and conform to the DER standards. Rule 17-6, Florida Administrative Code, requires surface water discharge to have secondary treatment activity prior to discharge and the discharge cannot exceed 20% 80D and suspended solids. According to DER studies; the secondary treatment afforded the water at this location was adequate with the caveat that the District might want to require an extension of the outfall to the main channel of the river to promote tidal flushing of the effluent. It was this change which was; in fact, made by the District office. Without the change, the incoming tide would take the wastewater up into Daggett Creek. By moving it as suggested, west of the point of Daggett Island, the tide would go up river rather than into the creek taking the effluent with it. Concern over the creek is due to its limited natural flushing as opposed to the greater natural flushing of the river. It was the intent of all parties to achieve the desired result and move the outfall point; if at all possible, at no increase in cost. Consequently, the pipeline was moved at the same length with a slight possible addition to take the outlet to the same depth and this change became a condition to the issuance of the permit. The Peninsula will also need a dredge and fill permit in order to accomplish the work in question. The outfall plans (both construction and discharge) meet the requirements set forth in the pertinent provisions of Rule 17-6, Florida Administrative Code. DER evaluated post- construction, concluding that the new point source discharge would not violate these standards. However, prior to approval of these projects, DER did not perform a biological, ecological, or hydrographic survey in the area. As a result, it cannot be said that the criteria outlined in Rule 17-4.29(6), Florida Administrative Code, will not be adversely affected by the outfall pipe. Nonetheless, these surveys were not deemed necessary here. EPA denial of the NPDES (National Pollution Discharge Elimination System) permit, would have no impact on DER's intent to issue the instant permits. NPDES permits have no bearing on the state permitting process. If the NPDES permit is denied, the utility cannot discharge its effluent into the river. The state permit merely authorizes the construction. The NPDES permit applies to the outfall portion of the project, not to the treatment plant. Only if it could be shown there was a longstanding adverse effect on the water quality so as to bring it below standards, would this construction not be permitted. The depth of the water in the proposed area of the outfall is five feet. A 12-inch pipe would extend below the soil with an upturn to exit into the bottom of the river. Short term impacts of actual construction are not relevant to the permitting process. If there are any, they would be related to and considered in the dredge and fill permitting process. This conclusion is supported by the testimony of Jan Mandrup-Poulsen, a DER water quality specialist who, in his analysis of the instant projects, first looked at the plans for the outfall just a week before the hearing. By this time, the water quality section of DER had previously considered the project and he is familiar with the suggested change in the outfall location. In November 1985, he spent several days on a boat on the Halifax River in this area collecting data. His inquiry and examination showed that in the area in question, there are no grass beds, oyster beds, or anything significant that would be adversely affected by the location of the pipe and the outlet. The pipe outlet, as suggested, is far enough out into the river to keep it under sufficient water at all times to promote adequate flushing. In his opinion, the proposed discharge will be quickly diluted and will not violate the standards or other criteria set out in Section 17-3.121, Florida Administrative Code. In contrast to the above, Mr. Richard Fernandez, a registered civil engineer with a Master's Degree in environmental engineering, who did a study of these projects for TPI, indicated that the County 201 plan relating to this area, mandated by the federal government, calls for the eventual closing of all independent wastewater treatment plants with ultimate delivery of all wastewater to the Port Orange facility. If implemented, this plan calls for the conversion of the Peninsula facility to a pump station for the transmittal of effluent to Port Orange. In his opinion, the proposed discharge standard, as evaluated here, for the secondary treatment facility, is very high for such a facility. He feels the surface water discharge content of dissolved oxygen and suspended solids should be lower. In addition, he is of the opinion that the degree of treatment of discharged water required by the facilities in question here is too low and lower than typical secondary discharge points elsewhere in the area. Nonetheless, Mr. Fernandez concludes that while the intended facility here would probably not lower the quality of river water below standards, it is not in the public interest to construct it. Having considered the expert testimony on both sides, it is found that the construction requested here would not create sufficient ecological or environmental damage to justify denial. The proposals in the 201 plan calling for the transmittal of all effluent to Port Orange would not be acceptable to DER. The cost of such a project and the ecological damage involved would be so great as to render the project not even permittable. The currently existing percolation ponds used by the facility at Port Orange are not adequate to serve current needs and leech pollutants into the surrounding waterway. While the exact transmission routes called for under the 201 plan are not yet set, there would be substantial ecological problems no matter what routing is selected. There would be substantial damage to bird habitat, mangrove, and other protected living species unless some way were found to get the pipe across the river in an environmentally sound fashion. Consequently, DER has taken the position that the current proposals by Peninsula are superior to any plan to transmit waste to Port Orange.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is, therefore RECOMMENDED THAT DER: Enter an order dismissing with prejudice Volusia County's Petition in DOAH Case No. 85-3029 and, Issue permits to Peninsula Utilities, Inc., for the construction of a 100,000 gpd expansion to its existing wastewater treatment plant and to construct a river outfall line as was called for in the amended specifications listed in the application for this project. RECOMMENDED this 25th day of April, 1986, in Tallahassee, Florida. ARNOLD H. POLLOCK, Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 25th day of April, 1986. COPIES FURNISHED: Martin S. Friedman, Esquire Myers, Kenin, Levinson & Richards 2544 Blairstone Pines Drive Tallahassee, Florida 32301. Deborah Getzoff, Esquire Assistant General Counsel Department of Environmental Regulation 2600 Blair Stone Rd. Tallahassee, Florida 32301 Lester A. Lewis, Esquire Coble, McKinnon, Rothert, Barkin, Gordon, Morris and Lewis, P.A. P. O. Drawer 9670 Daytona Beach, Florida 32020 Ray W. Pennebaker, Esquire Assistant County Attorney P. O. Box 429 Deland, Florida 32720 Victoria Tschinkel Secretary Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32301 APPENDIX The following constitutes my specific rulings pursuant to Section 120.59(2), Florida Statutes, on all of the Proposed Findings Of Fact submitted by the parties to this case. Rulings on Proposed Findings of Fact Submitted by Petitioner, TPI 1-2. Accepted in paragraph 17. 3-4. Rejected as contra to the weight of the evidence. Rulings on Proposed Findings of Fact Submitted by Peninsula 1-13. Accepted in the Findings of Fact of the Recommended Order. Rulings on Proposed Findings of Fact Submitted by Respondent, DER 1. Accepted and incorporated in Finding of Fact 1 and 2. 2-3. Accepted and incorporated in Finding of Fact 5. 4-5. Accepted and incorporated in Finding of Fact 20 and 21. 6. 7. Accepted in Finding of Fact 19. 8. Accepted in Finding of Fact 14. 9. Accepted in Finding of Fact 9. 10. Accepted in Finding of Fact 8 and 21. 11. Accepted in Finding of Fact 14 and 17. 12-13. Accepted in Finding of Fact 14 and 17. 14-15. Rejected as a statement of evidence and not a Finding of Fact. Accepted in Finding of Fact 17. Recitation of Mr. Miller's testimony is not a Finding of Fact. The conclusions of Mr. Mandrup- Poulsen's testimony is not a Finding of Fact. Recitation of Mr. Mandrup-Poulsen's testimony testimony is not a Finding of Fact. Accepted in Finding of Fact 23. Recitation of testimony is rejected as not a Finding of Fact. Conclusions drawn from that testimony accepted in Finding of Fact 24.
Findings Of Fact As planned, Phase I of Foxwood Lake Estates will consist of 300 mobile homes, which would require treatment of up to 45,000 gallons of sewage per day. The proposed sewage treatment plant would have a capacity of 46,000 gallons per day and would be capable of expansion. It would discharge treated, chlorinated water into a completely clay-lined polishing pond that has been designed for the whole of Foxwood Lake Estates at build-out; capacity of the polishing pond would be three times the capacity necessary for Phase I by itself. From the polishing pond, water is to flow into one or both of two evaporation-percolation ponds, either of which would be big enough for all the sewage expected from Phase I. The sides of these ponds would be lined with clay and a clay plug would constitute the core of the dike on the downslope side of each pond. According to the uncontroverted evidence, effluent leaving the treatment plant for the polishing pond would have been effectively treated by the latest technology and would already have been sufficiently purified to meet the applicable DER water quality requirements. The applicant proposes to dig the triangular polishing pond in the northwest corner of the Foxwood Lake Estates property, some 400 feet east of the western property line. The evaporation-percolation ponds would lie adjacent to the polishing pond along an axis running northwest to southeast. Their bottoms would be at an elevation of 164.5 feet above mean sea level and they are designed to be three feet deep. The evaporation-percolation ponds would lie some 300 feet east of the western property line at their northerly end and some 400 feet east of the western property line at their southerly end. A berm eight feet wide along the northern edge of the northern evaporation-percolation pond would be 50 feet from the northern boundary of the applicant's property. Forrest Sawyer owns the property directly north of the site proposed for the evaporation-percolation ponds. He has a house within 210 feet of the proposed sewage treatment complex, a well by his house, and another well some 300 feet away next to a barn. Two or three acres in the southwest corner of the Sawyer property are downhill from the site proposed for the ponds. This low area, which extends onto the applicant's property, is extremely wet in times of normal rainfall. Together with his brother and his sister, Charles C. Krug owns 40 acres abutting the applicant's property to the west; their father acquired the property in 1926. They have a shallow well some 100 feet from the applicant's western property boundary, and farm part of the hill that slopes downward southwesterly from high ground on the applicant's property. Sweetgum and bayhead trees in the area are also a money crop. Charles C. Krug, whose chief source of income is from his work as an employee of the telephone company, remembers water emerging from this sloping ground in wet weather. Borings were done in two places near the site proposed for the ponds. An augur boring to a depth of six feet did not hit water. The other soil boring revealed that the water table was 8.8 feet below the ground at that point. The topsoil in the vicinity is a fine, dark gray sand about six inches deep. Below the topsoil lies a layer of fine, yellow-tan sand about 30 inches thick. A layer of coarser sand about a foot thick lies underneath the yellow-tan sand. Beginning four or five feet below the surface, the coarser sand becomes clayey and is mixed with traces of cemented sand. Clayey sand with traces of cemented sand is permeable but water percolates more slowly through this mixture than through the soils above it. The applicant caused a percolation test to be performed in the area proposed for the ponds. A PVC pipe six feet long and eight inches in diameter was driven into the ground to the depth proposed for the evaporation-percolation ponds and 50 gallons of water were poured down the pipe. This procedure was repeated on 14 consecutive days except that, after a few days, the pipe took only 36 gallons, which completely drained into the soil overnight. There was some rain during this 14-day period. Extrapolating from the area of the pipe's cross-section, Vincent Pickett, an engineer retained by the applicant, testified that the percolation rate of the soils was on the order of 103 gallons per square foot per day, as compared to the design assumption for the ponds of 1.83 or 1.87 gallons per square foot per day. Water percolating down through the bottoms of the evaporation- percolation ponds would travel in a southwesterly direction until it mixed with the groundwater under the applicant's property. It is unlikely that the ponds would overflow their berms even under hurricane conditions. Under wet conditions, however, the groundwater table may rise so that water crops out of the hillside higher up than normal. The proposed placement of the ponds makes such outcropping more likely, but it is impossible to quantify this enhanced likelihood in the absence of more precise information about, among other things, the configuration of the groundwater table.
Recommendation Upon consideration of the foregoing, it is RECOMMENDED: That DER grant the application on the conditions specified in its notice of intent to issue the same. Respectfully submitted and entered this 17th day of December, 1980, in Tallahassee, Florida. ROBERT T. BENTON, II Hearing Officer Division of Administrative Hearings Room 101, Carlton Building Tallahassee, Florida 32301 Telephone: 904/488-9675 FILED with the Clerk of the Division of Administrative Hearings this 17th day of December, 1980. COPIES FURNISHED: Andrew R. Reilly, Esquire Post Office Box 2039 Haines City, Florida 33844 Walter R. Mattson, Esquire 1240 East Lime Street Lakeland, Florida 33801 David M. Levin, Esquire Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32301
