Conclusions Pursuant to notice, the Division of Administrative Hearings (DOA), by its duly designated administrative law judge, the Honorable Donald R. Alexander, held a formal administrative hearing in the above-styled case on October 20 and 21, and November 6, 1997, in Gainesville, Florida. A. APPEARANCES For Petitioners, GREENSPACE PRESERVATION ASSOCIATION, INC.; FRANK WARD; SAL LOCASCIO; FREDERICK P. PETERKIN; AND HAROLD M. STAHMER.:: Samuel A. Mutch, Esquire 2790 Northwest 43rd Street Suite 100, Meridien Centre Gainesville, Florida 32606 For Respondent, ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (District staff): Jennifer B. Springfield, Esquire Mary Jane Angelo, Esquire St. Johns River Water Management District Post Office Box 1429 Palatka, FL 32178-1429 For Respondent, CITY OF GAINESVILLE. (the City): Richard R. Whiddon, Jr., Esquire Post Office Box 1110 Gainesville, FL 32602-1110 On December 19, 1997, Judge Alexander submitted to the St. Johns River Water Management District, and all other parties to this proceeding, a Recommended Order, a copy of which is attached hereto as Exhibit "A." District staff filed exceptions to the Recommended Order. This matter then came before the Governing Board on January 14, 1996, for final agency action. B. STATEMENT OF THE ISSUE The issue in this case is whether the City’s applications for an individual stormwater permit and a noticed general environmental resource permit for Phase 1A of the proposed Hogtown Creek Greenway should be approved. C. RULINGS ON EXCEPTIONS RESPONDENT DISTRICT STAFF’S EXCEPTIONS 1. Exception 1 District staff take exception to conclusion of law 60 and assert that the Administrative Law Judge’s conclusion the City provided reasonable assurances that its notice general permit application meets the requirements of Rule 40C-400.475(2), Florida Administrative Code (F.A.C.), is not complete in that the Judge should have also cited Rule 40C400.475(1), F.A.C. The Governing Board may reject or modify conclusions of law and interpretation of administrative mules over which it has substantive jurisdiction. §120.57(1)G), Fla. Stat. (1997). Rule 40C-400.475(1), F.A.C., sets forth certain size thresholds which a project must be below to qualify for this noticed general environmental resource permit, A project must both be below these size thresholds and meet the conditidns of Rule 40C-400.475(2), F.A.C., to be authorized by this noticed general environmental resource permit. , In this case, the Administrative Law Judge found that the activity for which this noticed general environmental resource permit is sought involves piling supported structures. (Finding of Fact 39) The Administrative Law Judge found that the total area of the proposed bridge and boardwalk over surface waters or wetlands is approximately 481 square feet. (Finding of Fact 41). The Administrative Law Judge determined that the affected waters, Hogtown and Possum Creeks are designated Class HI waters. (Finding of Fact 41)” Since the City’s application for this noticed general environmental resource permit involves piling supported structures of less than 1,000 square feet over wetlands or other surface waters, which are not designated Outstanding Florida Waters, District staff's exception number one is accepted, and Conclusion of Law 60 is modified to read that the District’s requirements applicable to the City’s noticed general environmental resource permit application are found in Rule 40C-400.475(1) and (2), F.A.C., and that the City has provided reasonable assurances that the project meets these requirements. 2. Exception 2 In its exception 2, District staff takes exception to the Administrative Hearing Officer’s ultimate recommendation of approving the subject applications. District staff asserts that in his recommendation, the Administrative Hearing Officer did not set forth the relevant conditions which are to be a part of the recommended permits. District staff asserts that these conditions were implicitly accepted by the Administrative Law Judge in making his recommendation. "As to the application for the stormwater permit, we note that Rule 40C-42.032, F.A.C., provides that, unless waived or modified by the Board, certain limiting conditions are placed on every permit issued by the District under Chapter 40C-42, F.A.C. These conditions are set forth in Rule 40C-43.032(2)(a), F.A.C. These same conditions are set forth in District staff's Exhibit 3A which was admitted. (See Preliminary Statement portion of Recommended Order) The record does not indicate that any party objected to these conditions, or that the Administrative Law Judge otherwise thought they should be changed or waived. No party has objected to the District staff's exception on this point. Thus, District staff's Exception 2 is accepted as to the standard conditions in Rule 40C- 43.032(2)(a), F.A.C., and these standard conditions shall be a part of the City’s stormwater permit. District staff’s Exception 2 also asserts that Special ERP conditions 1, 7, 8, 9, and 28, and Other Conditions 1, 2, and 3, should be attached to the stormwater permit. Special ERP conditions 1, 7, 8, 9, and 28 were set forth in District staff's Exhibit 3B which was admitted. (See Preliminary Statement portion of Recommended Order). Other conditions 1 and 2 were set forth in the City’s Exhibit 19 (consisting of the District staff s technical staff report for the stormwater permit) which was admitted. Other condition 3 was set forth in District staff’s Exhibit 4 which was admitted. The record does not indicate that any party objected to any of these conditions. Moreover, the Administrative Law J udge’s findings of fact reflect the requirements of these conditions. For example, other condition number 3 is referred to in Finding of Fact 17, special condition 7 is referred to in Finding of Fact 24, and the monthly sinkhole monitoring requirements of special condition 8 is reflected in Finding of Fact 33. Thus, it appears the Administrative Law Judge assumed the application of these special conditions in determining that reasonable assurances were provided. Therefore, District staff's Exception 2 is accepted on this point, and these conditions shall be a part of the City’s stormwater permit. As to the application for the noticed general permit, Rule 40C-400.215, F.A.C., requires several standard conditions, set forth in that tule, to be applied to all noticed general environmental resource permits. This conditions were also set forth in the City’s Exhibit 20 which was admitted. There is nothing in the record or the Administrative Law Judge’s findings of fact that indicates that these conditions should not be applied to this noticed general environmental resource permit. Therefore, District staff's Exception 2 is accepted on this point, and the conditions of Rule 40C-400.215, F.A.C., shall be a part of the City’s noticed general environmental resource permit. ACCORDINGLY, IT IS HEREBY ORDERED: The Recommended Order dated December 19, 1997, attached hereto as Exhibit A, is adopted in its entirety except as modified by the final action of the Governing Board of the St. Johns River Water Management District (rulings on District staff’s Exceptions 1 and 2). The City of Gainesvilles’ applications numbered 42-001-0789AIG-ERP and 400-001- 0309AIG-ERP for a stormwater environmental resource permit and noticed general environmental resource permit, respectively, are hereby granted under the terms and conditions provided herein. . DONE AND ORDERED this A ay of January 1998, in Palatka, Florida. ST. JOHNS RIVER WATER MANAGEMENT DISTRICT Sea DAN ROACH RENDERED this 79 day ‘leary CHAIRMAN Z. PATRICIA C. SCHUL DISTRICT CLERK copies to: DONALD R. ALEXANDER, Hearing Officer Division of Administrative Hearings The DeSoto Building = 77" > > 1230 Apalachee Parkway Tallahassee, Florida 32399-1550; Jennifer B. Springfield, Esquire Mary Jane Angelo St. Johns River Water management District Post Office Box 1429 Palatka, FL 32178-1429 Samuel A. Mutch, Esquire 2790 Northwest 43rd Street Suite 100, Meridien Centre Gainesville, Florida 32606 Richard R. Whiddon, Jr., Esquire Post Office Box 1110 Gainesville, FL 32602-1110
Findings Of Fact Upon a consideration of the oral and documentary evidence adduced at the hearing in this cause, the following pertinent facts are found: 1/ By application number 25793, the applicant seeks a permit to construct and operate a proposed surface water management system to serve a 2,541 acre project within the St. Johns River Basin in Indian River County. The proposed system will consist of a perimeter dike, a central canal with interior laterals and four discharge pumps. The applicant will be discharging into the St. Johns Marsh and seeks a discharge capacity of 139,000 GPM. Three of the discharge pumps are to be located at the southeast corner of the property and a two-way 25,000 GPM pump is to be located at the intersection of the central canal and the western boundary of the property. By application number 25794, the applicant seeks a permit for the use of surface and artesian water for the irrigation of the same 2,541 acres of pasture and truck crops. The applicant requests to withdraw surface water from the St. Johns Marsh by means of a two-way 25,000 GPM pump located at the intersection of the central canal and the western property boundary and to withdraw water from the Floridan aquifer by means of eight eight-inch artesian wells. The amount requested is 5,294 acre-feet per year with a maximum monthly pumpage of 1.47 billion gallons. A staff report of the Central and Southern Florida Flood Control District (FCD) concluded that the major problem with the permit applications is the impact on water quality of the receiving bodies of water and that nutrients and other pollutants will be introduced into runoff waters discharged into the St. Johns Marsh, which is the source of the public water supply for South Brevard County. The staff therefore recommended that the applicant institute a water quality and quantity monitoring program to monitor discharges to the Marsh. The staff further recommended that the applicant not be allowed to discharge from the western property boundary nor irrigate from the ditch on the western property boundary. It was recommended that the two-way 25,000 GPM pump be installed adjacent to the other pumps located at the southeast corner of the property. More specifically, the staff found that if a permit were to be issued pursuant to application number 25793, it should be subject to the conditions that: the allowable discharge capacity to be 104,000 GPM, with discharges to be east to the St. Johns Marsh by means of one 44,000 GPM pump, one 35,000 GPM pump and one 25,000 PM two-way pump to be located at the southeast corner of the property; the applicant notify the FCD prior to any excavation of materials from land lying east of the east property boundary and, if such excavation is done, a discontinuous borrow ditch be created by either leaving 25 foot portions of undisturbed marsh or by placing 25 foot earthen plugs at approximately 500 foot intervals (this was later modified at the hearing to 1,000 foot intervals); and the applicant submit monthly reports of total daily discharges and water quality, the samples to be taken at the southeast corner of the property. With regard to application number 25794, the staff recommended that if such permit were to be issued, it be subject to the following conditions: for the use of surface water, an annual allocation of 2329.3 acre- feet per year and for the use of artesian water, an annual allocation of 2518.5 acre-feet per year, with a maximum monthly pumpage from all sources of 355.3 million gallons; no withdrawal of surface water from the St. Johns Marsh when the water level in Blue Cypress Lake drops to 22.0' msl.; surface water to be withdrawn by means of a 25,000 GPM two-way pump located at the property's southeast corner; artesian waters to be withdrawn by eight eight-inch wells with effective and operative controls placed thereon and analyses of water samples from the water discharge of each the submission of monthly reports of total monthly pumpages and total monthly flows; and permit for the withdrawal of surface and artesian water to expire on January 15, 1979. At the hearing, the applicant agreed to the recommended conditions placed upon the permits by the staff report with the exception of: the amount of the allowable discharge (staff recommending 104,000 GPM as opposed to a desired 139,000 GPM); the location of the 25,000 GPM two-way pump (staff recommending southeast corner as opposed to a proposed site on the western boundary of the property); the expiration date of January 15, 1979. The Environmental Protection Bureau of the Florida Game and Fresh Water Commission requested the FCD to delay issuance of permits for all projects in the Upper St. Johns River basin until a comprehensive water management plan for the area is formulated. Read into the record was a resolution adopted by the Commission on May 16, 1975, recommending that "the further destruction of the marsh be curtailed and a plan be formulated for the return of the diverted waters as a management tool for restoration of fish and wildlife resources." On behalf of the Florida Audubon Society, Mr. Charles Lee contended that, because of this resolution and request of the Game and Fresh Water Fish Commission and that agency's constitutional status, the FCD is precluded from issuing the subject permits. Intervenors and members of the general public who were opposed to the issuance of the instant permits expressed the following concerns: the low water quality and quantity of the St. Johns River and its marshes; the decline in hunting and fishing because of agricultural activities in the St. Johns River valley; the loss of marsh land due to agricultural activity; the lack of a basic water management program for the area; the lack of remedial measures should degradation of the water occur; and the lack of an expiration date for the surface water management system permit.
Recommendation Based upon the findings of fact and conclusions of law recited above, it is the recommendation of the hearing officer that application numbers 25793 and 25794 be granted, subject to those special conditions set forth in the Staff Report as modified by the following: In paragraph number 3 on page 14 of the Staff Report, substitute the words "1,000 foot intervals" for "500 foot intervals;" Add as paragraphs 6 on page 15, paragraph 6 on page 16 and paragraph 7 on page 18 the following: "Should the data in the monthly reports submitted by the applicant indicate the occurrence of a degradation of the waters utilized, the applicant will be required to remedy the situation causing the de- gradation." Add as paragraph 7 on page 15 the following: "7. This permit shall expire on January 15, 1979." Respectfully submitted and entered this 25th of March, 1976, in Tallahassee, Florida. DIANE D. TREMOR Hearing Officer Division of Administrative Hearings Room 530, Carlton Building Tallahassee, Florida 32304
The Issue Whether Petitioner should take enforcement action against Respondent for alleged violations of Chapter 403, F.S., and Chapter 17, F.A.C., as set forth in Notice of Violation and Orders for Corrective Action, dated September 4, 1978.
Findings Of Fact Respondent Deseret Ranches of Florida, Inc., (Deseret), a wholly owned subsidiary of the Church of Jesus Christ of Latter Day Saints, conducts agricultural and ranching operations on approximately 283,000 acres of land owned by the Church which is located in parts of Orange, Osceola, and Brevard Counties. Over 80 percent of the acreage consists of unimproved and semi- improved pasture or range land, and the remainder is utilized for production of sod, clover, and citrus. Citrus production involves the use of 1800 acres. An average cattle herd of 44,500 head is maintained on the pastureland with an average density of 5.4 acres per head. Some 104,000 acres consists of lowlands which are subjected to periodic flooding. This land is located a short distance to the west of the St. Johns River and over 60,000 acres are channelized with canals, ditches, and dikes to improve drainage in order that the pastureland will remain relatively dry in periods of excessive rainfall. To prevent water in the interior canals from flooding the land, pumping stations are located at a number of points which periodically discharge water from the interior canals into larger canals which flow into the St. Johns River. Both diesel and electrically operated pumps are used for this purpose. There are also canals which discharge by gravity flow to the St. Johns River. Deseret Ranch is divided into north and south areas that are separated by land owned by others. The northern portion is bordered on the east by the North Mormon Outside Canal which parallels the St. Johns River. The southern portion is bordered on the east by the South Mormon Canal which also parallels the St. Johns River. The Bulldozer Canal forms the northern border of the southern portion of the ranch. The latter two canals meet at the northeastern corner of the southern area at the St. Johns River. The ranch has a number of artesian wells which are used primarily for providing water for stock and for agricultural irrigation during dry periods of the year. The St. Johns River Water Management District has authorized an annual allocation of 2522 million gallons of ground water per year for these purposes. (Testimony of Dahl, Petitioner's Exhibits 26, 27, 35, Respondent's Exhibit 1) On January 7, 1976, a Department of Environmental Regulation (DER) biologist observed turbidity at the southern end of Lake Hellen Blazes which is in the St. Johns River near the confluence of the Bulldozer and South Mormon Canals. He determined that a Deseret operating pump discharging into Bulldozer Canal was the cause of the turbid water. Water samples taken at various points upstream and downstream from the discharge were analyzed and showed violations of state water quality standards relating to turbidity. DER thereafter advised Respondent to apply for a temporary operating permit for the discharges from the ranch, but it declined to so. At informal meetings during 1976, Respondent explained that the turbidity problem had arisen during a time when interior canals were being cleaned and it was necessary for the pump to be placed into operation to move out the water in order that a dragline operator could accomplish the cleaning task. Respondent agreed at these meetings not to operate its pumps in the future when cleaning canals and there have been no observable turbidity violations since that time. (Testimony of Cormier, Dahl, Hulbert, Petitioner's Exhibits 1, 2, 31, 32-34, Respondent's Exhibit 6) On July 25, 1978, a fish kill in the vicinity of Camp Holly near U.S. Highway 192 was reported to DER personnel. Camp Holly is a fish camp located approximately eight to ten miles north of Bulldozer Canal on the St. Johns River. About 30 dead fish were observed around Camp Holly and several more between that location and Bulldozer Canal. Investigation disclosed that pumps at two stations on the Bulldozer Canal were in operation on that day, and water samples taken upstream and downstream of the operating pumps showed dissolved oxygen levels ranging from 1.8 mgs to 2.8 mgs per liter. A dragline was observed in an interior canal on the Deseret Ranch, but it is unknown if it was then in operation. The St. Johns River was high in 1978. (Testimony of Hadley, Cataldo, Auth, Petitioner's Exhibits 3, 4, 4A, 25, Respondent's Exhibit 5) The flood plain of the St. Johns River South of Lake Washington has decreased significantly over the years due, in part, to the fact that large areas are now behind dikes in order that the land may be used for various agricultural purposes. To maintain low water levels in these reclaimed areas, extensive canal and pumping systems have been installed to remove excess water. Conversion of an area from natural conditions to agricultural use increases pollutant loading of receiving waters from the use of fertilizer and pesticides. Disturbances of the land surface by removal of natural cover and modifications of natural drainage patterns reduce the detention time of storm water flow to the St. Johns River and the natural assimilative or purification processes of the original system. (Testimony of Sullivan, Cox, Petitioner's Exhibit 24) Water quality parameters that could potentially be influenced by the pumping activities of Respondent include turbidity, dissolved oxygen, biological oxygen demand (BOD) , specific conductance, chlorides, total phosphorus and total nitrogen. Available data concerning water quality in the upper St. Johns River include bimonthly water sampling by personnel of the Florida (came and Fresh Water Fish Commission from 1973 to 1976 at 24 stations, irregular sampling by DER personnel from 1975 to 1978 primarily in the Blue Cypress Lake region, and sampling in the summer of 1978 and in January, 1979 by DER and a consulting firm employed by Respondent. The collective data obtained show that the waters in the upper St. Johns River do not consistently meet state water quality standards in various respects and that the most serious deficiency is low dissolved oxygen concentrations. The data show a general downstream trend of increasing specific conductance with seasonal fluctuations due to dilution during the summer rainfall season. Conductivity increases are generally attributable to inputs of mineralized ground water, some of which occurs from irrigation wells. The specific conductance levels in the upper St. Johns regularly exceed the Class I standard of 500 micromhos per centimeter. Although Respondent has over 170 artesian wells under state permits, the wells are only used when irrigation water is necessary and are capped and controlled by valves at other times. Although specific conductance has been shown to increase beyond state standards in "Respondent's canals, primarily during the dry winter season, it is basically a ground water problem and is not considered by Petitioner and other state monitoring authorities to constitute a serious situation. Chloride levels generally increase in the area of Respondent's exterior canals during the summer, but they are almost always below the Class I water quality standard of 250 mgs per liter. Phosphorus concentrations increase somewhat as the river passes the confluence with the North Mormon Outside Canal, but the average total phosphorus concentration in the canal is essentially the same as that in the river upstream of the canal confluence. As to nitrogen concentrations, the data show that there is no pattern of increased concentrations arising from Respondent's canal discharges. Turbidity has not been shown to be a problem since Respondent discontinued pumping during dragline operations. BOD values have not been shown to be sufficiently high as to constitute a water quality problem. (Testimony of Cox, Shannon, Hulbert, Auth, Petitioner's Exhibits 8, 9, 11, 16, 18, 19, 24, 26, 27-29) It is generally agreed by water quality experts that low dissolved oxygen levels are natural to the upper St. Johns River, particularly during periods of high rainfall during the summer and fall. Agricultural activities in the St. Johns River basin contribute to oxygen depletion by the nutrient load that is pumped into the receiving waters after having remained in interior canals for varied periods of time during the dry season. Highly mineralized artesian well water which has migrated to canals, collected plant debris, fertilizer, and cattle waste all serve to depress oxygen values when discharged into the river system. Aquatic plants, such as hyacinths, tend to proliferate in stagnant canals during the dry season and are released into the river during pumping operations. They accumulate in the river lakes where spraying operations by the St. Johns River Water Management District cause decomposition of the plant material which also serves to reduce the oxygen supply. This, in turn, is detrimental to the fish habitat and has caused fish kills in extreme situations. Studies have shown that the population of fish in the river has decreased over the years due to the degradation of water quality and limited access to spawning and grazing areas. Less dissolved oxygen affects the food supply and growth of fish. However, Respondent's interior canals have been a plentiful source of fish over the years. Another cause of reduced oxygen levels in the upper St. Johns River is the natural loading of nutrients from accumulated detritus from adjacent marshes and wetlands. In particular, the trees and plant life in the area from Lake Washington to south of Lake Winder consist of a swamp forest which produces a larger amount of detrital material than grass marshlands. During the wet season of June through October, average dissolved oxygen levels in the upper St. Johns River range from 2.0 to 4.0 mgs per liter and can, at times, fall as low as 0.0. However, samples from lake areas in the upper St. Johns show average levels ranging from 4.9 mg/1 to 7.9. Although water samples showing dissolved oxygen values of zero were measured in Bulldozer Canal in 1978, a sample from the river upstream of the canal showed the same value. In January 1979, six locations were sampled along Bulldozer Canal and in Respondent's canals located behind the dike. No pumps were operating and the data did not indicate any appreciable water quality problem. Samplings in the North Mormon Outsider Canal consistently show dissolved oxygen concentrations of less than 2.0 mg/1. In most cases, the dissolved oxygen concentration in the canal was less than in the river upstream, and in some cases a drop in dissolved oxygen concentration in the river occurred as it passed the canal. Respondent's pumps normally operate during the rainy season after a two to four inch rainfall. There are some twenty-three potential periods for Pumping during the months July to October, but normally the pumps are operated for only about fourteen days a year. It is estimated that the pumps contribute less than one percent of the river content during such periods. Water samples taken from Respondent's exterior canals in October 1978, both before and after pumping, failed to reveal any significant change in dissolved oxygen levels. Insufficient data exists to show the effect of pumping on dissolved oxygen levels at the present time. The organic material discharged by pumping operations undoubtedly depresses oxygen values to some unknown extent, but seasonal monitoring is necessary to ascertain precise data in this regard. The Florida Game and Fresh Water Fish Commission studies showed that only at one time was there found to be a low dissolved oxygen level when the pumps were operating. Initially, at least, pumping serves to aerate the water to some degree with consequent increase in dissolved oxygen. Other ranching and agricultural operations along the upper St. Johns River, together with organic material flushed from adjacent lands, provide an unknown contribution to the depressed oxygen values of the upper St. Johns River. Temporary operating permits have been issued to a number of ranches and farms adjacent to the river which call for monitoring of water quality from structures and pump discharge for evaluation of the effects of the discharge upon the receiving waters. Respondent is one of several such sources in the upper St. Johns River who has declined to submit an application. Although the term "stormwater discharge" is not defined in Chapter 403 or DER rules, pumped discharges of water that has been dormant for a considerable period of time with accumulated plant debris, nutrients, and other wastes are not considered by DER, as a matter of policy, to be "stormwater discharge" within the meaning of Rule 17-4.248, F.A.C. (Testimony of Parks, Sullivan, Hulbert, Justesen, Cornwell, Shannon, Dahl, Mapes, Pate, Ross, Petitioner's Exhibits 6-7, 10-10A, 12-15, 20-24, 26, Respondent's Exhibit 2) The Deseret Ranch contains pine flatwoods, and numerous cypress domes, strands, and marshes. Approximately 50 percent of the ranch area has been left in a natural system and therefore is one of the most productive areas in Florida for the propagation of wildlife. The ranch creates an excellent environment for such productivity by a mixing of natural and developed environment. A wide variety of animal, bird, aquatic and plant life are found throughout the ranch property. Approximately 30,000 deer are estimated to inhabit the ranch area. (Testimony of Cornwell, Dahl, Sullivan, Mapes, Pate, Justesen, Shannon, Respondent's Exhibits 7-10, Petitioner's Exhibit 26) Three public witnesses testified at the hearing. One witness who operates Camp Holly, a fish camp on the St. Johns River, attested to the importance of the river system for recreational and fishing purposes, and expressed concern as to fish kills and the adverse effects on fishing from recent high water. Another witness who is a professional fisherman expressed similar concerns about recent flooding and consequent detrimental effects on fishing. The third witness testified as to his opinion that Petitioner is a responsible agency that is cautious in development and analysis of data in carrying out its statutory responsibilities. (Testimony of Cataldo, Hunter, Nicolay, Hearing Officer Exhibit 1) At the hearing, Petitioner submitted in evidence a summary of its costs of investigating the activities of Deseret in preparation for this administrative proceeding in the amount of $632.94. However, agency records supporting the expenditures were net made available to Respondent and, consequently, Respondent had no opportunity to determine the accuracy of such costs. It is therefore found that Petitioner's costs are not supported by competent evidence. (Testimony of Kozlev, Petitioner's Exhibit 30)
Recommendation That Petitioner issue a final order for corrective action requiring Respondent to submit an application for an operation permit covering its Pumping stations within sixty (60) days from the date of such final order, under the authority of Section 403.121(2)(b), Florida Statutes. DONE and ENTERED this 29th day of June, 1979, in Tallahassee, Florida. THOMAS C. OLDHAM Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675 COPIES FURNISHED: Segundo Fernandez, Esquire Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 Philip N. Watson, Esquire 17th Floor CNA Building Post Office Box 231 Orlando, Florida 32802
The Issue This proceeding concerns Clarence E. Middlebrook's application #2-069- 0785AUSMV for a consumptive use permit for his project at Wekiva Falls Resort. Staff of the St. Johns River Water Management District have recommended approval of the application with certain specific limiting conditions. Petitioner, Middlebrooks, contends that the limitations placed on the approval are inappropriate and are so onerous as to preclude the continued use of his facility for public bathing. Petitioner, STS, claims that the present recreational use is not a reasonable beneficial use, interferes with existing legal users of water and is not in the public interest. STS urges limitations more restrictive than those proposed by the district staff. The basic issue for resolution, therefore, is what conditions should be placed on an approval of Middlebrook's application relating to recreational use. Approval of his application relating to an existing household consumptive use permit is not at issue. The parties have stipulated that STS has standing as a petitioner in this proceeding. In addition, in their prehearing statement filed on August 28, 1989, the parties have stipulated that the 14-inch and 28-inch standpipes on the Wekiva Falls Resort are governed by and subject to the provisions of Chapter 373, F.S., and Chapter 40C-2, F.A.C. and are legally considered to be wells for purposes of this proceeding.
Findings Of Fact In their Prehearing Stipulation filed on August 28, 1989, the parties have agreed: Middlebrooks is a private individual who co- owns, along with his wife, and does business as the Wekiva Falls Resort in Lake County, Florida. STS is the owner of approximately 1,842 acres of land contiguous to the southern and western boundary of the Wekiva Falls Resort. The District, a special taxing district created by Chapter 373, Florida Statutes, is charged with the statutory responsibility of the administration and enforcement of permitting programs pursuant to Part II of Chapter 373, Consumptive Uses of Water, specifically Sections 373-219 and 373.223, Florida Statutes, and Chapter 40C-2, Florida Administrative Code. The District is the agency affected in this proceeding. On September 4, 1985, Petitioner submitted to Respondent a CUP application No. 2-069-0785AUS to withdraw a maximum of .123 million gallons per day (MGD), i.e. 31.7 million gallons per year (MGY) of water for household type use from two standpipes, one 14 inches in diameter and the other 24 inches in diameter, located on Petitioner's property in Lake County, Florida. An administrative hearing was held regarding that application on November 6 and 7, 1986, and a final order was issued on May 14, 1987. The final order was appealed to the Fifth District Court of Appeal which issued its opinion on July 7, 1988 (529 So.2d 1167). Permit No. 2-069-0785AUS was issued by the District as result of these proceedings. Middlebrooks returned the permit by mail to the District. On September 13, 1988, Middlebrooks submitted to Respondent a CUP application No. 2-069-0785AUS to request approval of a maximum of .123 MGD (31.7 MGY) of water for household type use, which was revised on February 21, 1989, to request a maximum 14.26 MGD of water from the two standpipes, one 14 inches in diameter and the other 24 inches in diameter, located on Middlebrooks' property in Lake County, Florida. On March 20, 1989, District's staff gave notice of its intent to recommend approval with conditions of Petitioner's CUP application No. 2-069-0785AUS. Both Middlebrooks' and STS' petitions for administrative hearing were timely filed with the District. In 1968, C.E. Middlebrooks purchased the 140 acre tract on which the wells are located. The property is bounded on the east by the Wekiva River, and on the west by Wekiva River Road. At the time of purchase the property was underdeveloped and overgrown. Shortly after purchase, Middlebrooks inspected the property and found an oval-shaped depression from which water was flowing. Such flow is common in this area along the corridor of the Wekiva basin. These surficial seeps, also called artesian flows, emanate from the surficial and intermediate aquifers. This, and other substantiative findings regarding the characteristics of the property, were made in the recommended order as adopted in the final order in case #86-2101, on May 13, 1987. Still, Petitioner insists that the water was from a natural spring. The only new evidence presented by Petitioner regarding the existence of a "spring" is the testimony of William Shell, who in the late 1930's used to fish with his father in the tributaries and streams off of the Wekiva River. William Shell claims that he and his father took a 10-foot canoe back into the property and he swam and fished in the "spring". Shell was imprecise as to the location of the spring and conceded that the site identified on a map attached to his statement could be as much as five miles off. His testimony as to the existence and location of a spring is unpersuasive in the face of the contrary historical evidence from aerial photographs, soils and geological survey maps, and the well driller's log describing the strata through which the 24-inch well was drilled. In undertaking the development of the property, Middlebrooks dug out the area in which the wells were ultimately drilled, utilizing a dragline to clear out what is now the existing stream bed between the oval-shaped depression and the area which is now the marina (or canoe basin). Extensive dredging was done to develop the marina at a point approximately 200 feet west of the Wekiva River, and additional dredging was done to connect the marina to the Wekiva River in order to have access by boat to the Wekiva River. The stream which now extends from the western boundary to the Wekiva River is called Canoe Creek. In order to maintain the swimming area and the section of Canoe Creek extending eastward from the swimming area to the Wekiva River, it is necessary for Middlebrooks to dredge the area every two to three years. In 1972 as a part of the development activities described above, Middlebrooks hired a well drilling contractor to drill a 14-inch well at a location within the oval-shaped depression. The well was drilled into the Floridan aquifer to a depth of 107 feet, and well casing 14 inches in diameter was driven to a depth of 58 feet. In 1973 Middlebrooks hired a second well drilling contractor to construct a second well within the oval-shaped depression slightly ease of the 14-inch well. The second well was drilled into the Floridan aquifer to a depth of 120 feet, and well casing 24 inches in diameter was driven to a depth of 80 feet. As part of his development activities, Middlebrooks constructed concrete towers around each of the wells and placed diffuser plates and planters on top of each to give the appearance of a waterfall. A concrete wall and sidewalk were constructed around the oval-shaped area. The water flowing from the wells discharges into the oval-shaped swimming area and then flows eastward through Canoe Creek until it reaches the Wekiva River. Middlebrooks' business, known as Wekiva Falls Resort, has a total of 789 campsites located on the northern and southern sides of the property. The swimming area, which extends from the western end of the concrete-enclosed oval- shaped area where the wells are located, to the wooden bridge which crosses Canoe Creek just west of the marina, is licensed by the Florida Department of Health and Rehabilitative Services (HRS) as a public bathing facility. Middlebrooks also offers canoe rentals and paddleboat tours of the Wekiva River, each of which originate from the marina. Middlebrooks' present business operation centers around the water-based recreational opportunities provided by the water emanating from the wells. The facility employs approximately seventeen persons. Groundwater from the Floridan aquifer flows from the two wells under artesian pressure. Middlebrooks testified that he had calculated the discharge from the two wells to be 12.5 mgd and 12.72 mgd, although his records for the period from April 1986 through January 1989 showed average daily flow from the two wells to be 12.98 mgd. The prior final order entered in this matter determined average daily flow to be 12.47 mgd. Because these are artesian wells, flow varies depending on hydrologic conditions. The gate valve for the 24-inch well was frozen in the open position approximately 12 years ago and has since been encased in concrete making it inoperable. There is a diverter valve at water level, which, if opened, would increase the flow volume from the well, but which has no control over the amount of water flowing through the top of the well. As the well is presently structured, water essentially free flows from the well; Middlebrooks can control flow from the 24-inch well only through manual insertion of a poppet valve which must be first hoisted to the top of the well with a crane and then mechanically inserted into the top of the well. The only time this device is used is when Middlebrooks shuts down the well in order to do dredging or other maintenance activities. Early in 1989, the concrete tower encasing the 14- inch well fell over and had to be removed from the swimming area. The well casing was cut off at pool level, removing the gate valve on it. Although flow increased from the 14- inch well as a result of shortening the length of the casing above ground, Middlebrooks mechanically inserted a poppet valve into the top of the remaining casing in order to restrict flow. Middlebrooks contends that, with the restrictor device which is inserted in the 14-inch well, flow is essentially the same as it was before the casing was cut down and the valve removed. In 1973, shortly after the 24-inch well was constructed, USGS did an analysis of the water coming from the well to determine chloride concentrations. Chloride concentrations were measured at that time to be 230 parts per million (ppm). Chloride concentration is a measure of salt content in the water. The benchmark figure for chloride concentration in water as determined by the United States Environmental Protection Agency (EPA) is 250 pp. Water which exceeds 250 ppm in chloride is nonpotable. At the time these wells were drilled, the water was potable. At the base of the Floridan aquifer in the area in which Middlebrooks' property is located is a layer of seawater, extremely high in chloride concentrations, which became trapped when the ocean water which once covered Florida receded and dry land emerged. This water is called relic sea water and is necessarily very old water. Significant discharges through a well in this region can cause the interface between the fresh water in the Floridan aquifer and the relic sea water to move upward toward the cone of influence of the well and break. This is followed by turbulent mixing of relic sea water and fresh water and results in elevated chloride concentrations in the water discharged from the well. This water is sometimes referred to as connate water. Subsequent tests of the chloride concentrations in Middlebrooks' well have been done, both as part of a regional study done by the district and in preparation for this litigation. These test results show significant changes in the chloride concentrations in the water flowing from Middlebrooks' wells. Samples taken by the district in March and October 1986 showed concentrations of 312 ppm in the 14-inch well and 296 ppm for the 24-inch well for March, and 300 ppm for each of the wells in October. The 14-inch well was sampled again by the district in March and April 1989 and showed levels of 335 ppm and 296 ppm respectively, and an April 1989 sample from the 24-inch well showed 317 ppm. Samples taken by Jammal and Associates on August 5, 1989, showed 280 ppm for the 14-inch well and 290 ppm for the 24-inch well. Averaged, these results show concentrations over the 1986-89 period of 304 ppm for the 14-inch well and 300 ppm for the 24-inch well. The changes observed from the 1973 test and the 1986- 89 tests cannot be attributed to seasonal variations. The only samples taken since 1974 from the wells which do not show significant changes in the chloride concentrations are samples which were collected by Middlebrooks himself. The validity of these results is less credible than the results outlined in the previous paragraph, given the expert testimony supporting the former results. Further, the results shown from the samples collected by Middlebrooks are questionable in light of the elevated levels of minerals (including chlorides) which were noted in the analysis of waters taken from Canoe Creek, through which the water coming from the wells flows to the Wekiva River. The water flowing from Canoe Creek is 17 times higher in chlorides than water in the Wekiva River. Chloride levels in the swimming pool area were measured by Dr. Harper at almost 300 ppm. Even Dr. Roessler, an expert called by Middlebrooks noted high levels of mineralization in the water flowing through Canoe Creek to the Wekiva River from the wells and agreed that reductions in flow from the wells would result in reduced chloride concentrations within Canoe Creek. The importance of the significant increase in chloride concentrations in the water flowing from Middlebrooks' wells, as noted, is that the groundwater coming from those wells in no longer potable. Continued discharge from the wells at the current free flow level will aggravate the problem of increasing chloride levels in those wells and in the immediate vicinity of those wells. If no action is taken to address the upward movement of the saltwater-freshwater interface, there is a potential for transmittance of connate water to wells of adjacent landowners. Reduction in the flows from Middlebrooks' wells would stabilize the saltwater-freshwater interface beneath his wells. This could result in lower chloride concentrations in the water flowing from Middlebrooks' wells, and at the very least, there would be no further aggravation of the problem. Section 10D-5.120, Florida Administrative Code, governs public bathing facilities such as Middlebrooks', and essentially has two water quality requirements. The first is a flow-through requirement which specifies that there must be minimum flow of water through the facility of 500 gallons per bather per 24 hours. The second requirement is that total coliforms must not exceed 1000 most probable number of coliform organisms (mpn) per 100 milliliters. Although Middlebrooks' HRS license for his public bathing facility does not limit the number of bathers who may use his facility, there is an existing injunction obtained against Middlebrooks by Lake County, Florida, which allows a maximum of 2500 persons on the entire premises per day. Middlebrooks has made no effort in the past, nor does he presently make any effort to determine how many patrons actually use the bathing facilities on a daily basis. As the prior final order noted "for all the record shows, he may have never had that many (the maximum) since his permit was issued". The only evidence of actual usage of the bathing facilities showed a maximum of 290 persons in the pool area on a summer weekend. Regardless of how few, if any, persons utilize the bathing area under present conditions, the same amount of water flows from the wells daily. The stream which extends from the western end of the swimming area to Wekiva River Road and then off site receives drainage during wet weather conditions from offsite areas. All of Canoe Creek including the portion west of the swimming area is essentially a catch basin for surface water drainage from Middlebrooks' property. Surface water drainage enters Canoe Creek through overland flow, through swales conveying stormwater to it, and through an assortment of stormwater drainpipes which drain parts of Middlebrooks' property as well as off-site areas. The water entering Canoe Creek from this surface water drainage is extremely high in total coliforms. There are no significant stormwater treatment facilities on the site. A concrete weir with a spillway separates the swimming area from Canoe Creek west of the swimming area. The water in Canoe Creek immediately west of the swimming area is extremely high in total coliforms. A sump pump has been installed just west of the weir which, under normal weather conditions, is capable of pumping enough of the water into a roadside swale, thereby diverting it around the swimming area, to prevent this high coliform water from overtopping the weir and flowing into the swimming area. However, under rainfall conditions, the pump will not prevent this drainage from spilling over the weir and Middlebrooks does not run the pump continuously. Water has also been observed spilling over the weir into the swimming area under normal conditions. The higher coliform water which is pumped into the roadside swale is reintroduced into the swimming area through a culvert pipe midway between the oval area, where the wells are located, and the marina. There is also an apparent influx of total coliforms through surficial seepage and other sources internal to Middlebrooks' property. One of these sources of coliforms could be the wastewater treatment plant operated by Middlebrooks on the property. Other than the part-time operation of the sump pump, which was installed for aesthetic reasons rather than water quality reasons, Middlebrooks has done nothing to control the numerous sources of total coliforms to his swimming area, nor does he propose any modifications to accomplish this in his application. Instead he has relied and proposes to continue to rely on the 12.5 mgd flow of water from his wells to dilute the total coliforms entering the swimming area in order to meet the HRS standards for water quality. Middlebrooks dismisses any alterations to the site to address these total coliforms sources as "impractical". To the contrary, it is practical, technologically feasible, and economically feasible to control the introduction of coliform to the swimming area and meet HRS standards by preventing introduction of coliforms rather than relying on massive amounts of groundwater to meet the standards through dilution. One means would be to operate a sump pump around the clock instead of only on a part-time bases. Installation of additional toilet facilities for campers would reduce the use of Canoe Creek and its vicinity as a toilet. More importantly, treatment facilities such as retention and detention areas to treat stormwater runoff before it enters Canoe Creek, as well as diverting the water around the oval part of the swimming area, would enable Middlebrooks to comply with HRS total coliforms standard without the necessity of utilizing 12.5 mgd of groundwater. Reducing the flow of water from Middlebrooks' wells in accordance with the recommendations contained in the District's staff report would not cause blowouts or any other adverse geological consequences on his property or elsewhere. As indicated earlier, this region is characterized by artesian flow, and there is the potential for increased discharges from springs or other discharge points within the vicinity of Middlebrooks' property if flow is reduced from his wells. Overall, the area should return to a more naturally balanced system such as existed before the wells were constructed. The flow which discharges presently through the wells produces enough water to supply the domestic needs of 90,000 people. Reduction in the discharge from the wells would make additional water available for use for other beneficial purposes within the area as the water which now discharges from Middlebrooks' wells could be withdrawn at other locations within the vicinity of Middlebrooks' property. Through properly spacing wells and limiting their depth, (skimming well fields) these other uses of water could occur without aggravating the existing problem with chloride concentrations. Middlebrooks and one of his employees described water upwelling within the swimming area on one occasion when flow was stopped from the wells. While this would not be unusual in an area characterized by artesian flow, it may also be an indication that well construction problems exist with either or both of the wells. Having the wells geophysically logged as is required in the permit conditions proposed by district staff, would reveal, among other things, whether the well is properly grouted and sealed. If the wells are not properly sealed contaminated connate water could be allowed to move upward and interchange with other water-bearing zones, resulting in chloride contamination in those zones as well. The aquatic and wetland habitat associated with Canoe Creek can be divided into three distinct segments: (1) the intermittent stream extending westward from the weir and spillway to Wekiva River Road (hereinafter "the intermittent stream"); (2) the swimming area which begins at the weir and extends to the bridge just west of the marina (hereinafter "the swimming area"); and (3) the marina which encompasses the dredged boat basin and that portion of Canoe Creek extending eastward from the marina. These three segments have varying importance as aquatic or wetland habitats and can be separately characterized according to the impacts which would be felt from a reduction in the flow of water from the wells as recommended by the district staff report. The intermittent stream is characterized by slow flowing or stagnant water. There are species indicative of a wetland system associated with the channel here, although the banks of the stream have been mowed and maintained. Aquatic and wetland dependent species do utilize this part of the stream; however, they are in less abundance than in other parts of Canoe Creek. Because the hydrology of this portion of the stream is not affected by the flow from the wells, there would be no impact on this area if flow from the wells is reduced. The swimming area, which consists entirely of hard sand, is devoid of biological activity as a result of the regular mechanical maintenance performed on it by Middlebrooks, leaving no vegetation in the channel. Although there are aquatic species which utilize primarily the oval-shaped part of the swimming area, many of these are exotic species. In any event, there would continue to be a flow of water to maintain that environment. The southern bank of Canoe Creek in the swimming area down to the water's edge has been cleared, sodded, and is maintained as a lawn. There are no wetland plant species in this area. There are trees along the northern bank of the stream in this area, and it is less disturbed than the southern bank; however, the understory has been removed. Overall, there would be minimal impact to the aquatic and wetland species within the creek itself, and no impact to plant species along the banks of the creek if flows are reduced in accordance with the District staff' s recommendation. The marina area and the creek eastward of it provide the most abundant and productive part of the creek for aquatic species. This portion of the creek is at the same grade as the Wekiva River and therefore is in equilibrium with the river. Water levels are controlled by the pulse of the river, rather than the flow from the wells, and will be unchanged by reduction of flow from the wells. Although there would be a reduction in the amount of water moving through this area, there would be little, if any, impact to the functions of this portion of the creek as an aquatic habitat if the reduction in flow recommended in the district staff report were accomplished. Viewed as a whole, Canoe Creek, because of the wells and the alterations made to the site by Middlebrooks, is an altered natural environment with an artificially created and maintained ecosystem. The primary natural feature associated with this property is the riverine forested wetlands which extend approximately 200 feet inland from the Wekiva River. This area lies within the floodplain of the river and is influenced by the rise and fall of the river. These wetlands would not be affected at all by reduction in flows from the wells. Middlebrooks has contended that the flow from his wells provides a benefit to the Wekiva River by improving water quality in the river. Extensive water quality data showing the quality of discharges from Canoe Creek, versus ambient conditions in the river both upstream and downstream of Canoe Creek, do not support this assertion. The flow from Canoe Creek does not reduce temperatures in the river nor does it provide a thermal refuge for fish. Dissolved oxygen levels in the water flowing out of Canoe Creek are virtually the same as in the Wekiva River upstream of the creek. Chloride concentrations in the Canoe Creek discharge are 17 times higher than in the river itself. Total coliforms are higher in the Canoe Creek discharge than in the river itself. Although there is a slight reduction in nutrients as a result of the Canoe Creek flow, this slight reduction has no impact in a fast moving system such as the Wekiva River. Significantly, the flow from Canoe Creek violates State Water Quality Standards for specific conductivity (an indicator of the level of mineralization.) The probable source of this violation is the mineralized water flowing from Middlebrooks' wells. Reduction in flows from the wells would not degrade water quality in the Wekiva River and would likely eliminate the source of a specific conductance water quality violation. The 12.5 million gallons per day of groundwater which flows through Middlebrooks' wells (as distinguished from the 31.7 million gallons per year that is used for household type use) is primarily used by him to enable him to charge visitors to swim in the water. Any other uses of the water are secondary. The absolute deadline for making application to the District for continuation of existing uses and thereby to be evaluated as an existing legal user was September 11, 1985. The first application filed by Middlebrooks for an allocation of water for a use other than household type use was filed on September 13, 1988, exactly three years after the deadline for the use to be classified as and evaluated as an existing use. No exemption was sought or claimed for the water supplying the swimming area prior to the September 11, 1985, deadline.
Recommendation Based on the foregoing, it is hereby, RECOMMENDED: That a final order be entered by the District Board approving the issuance of a consumptive use permit to C.E. Middlebrooks for the amounts and under the terms and conditions established in the District's Technical Staff Report dated March 24, 1989. DONE AND RECOMMENDED this 31st day of January, 1990, in Tallahassee, Leon County, Florida. MARY CLARK Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904)488-9675 Filed with the Clerk of the Division of Administrative Hearings this 31st day of January, 1990. APPENDIX The following constitute specific rulings on the findings of fact proposed by the Petitioners. FACTS PROPOSED BY PETITIONER MIDDLEBROOKS 1-8 Adopted in paragraph 1. 9-12 The existence of a prior "springs" was not proven by a preponderance of evidence and these findings are rejected, with the exception of the date of purchase, which is adopted in paragraph 2. 13 Rejected as unnecessary. 14-18 See 9-12, above. 19-36 Rejected as unnecessary or subordinate to the facts found. 37 Adopted in paragraph 10. 38-43 Rejected as unnecessary or subordinate. 44 Adopted in paragraph 10. 45-46 Adopted in substance in paragraph 24. 47, 48 Adopted in part in paragraph 9. The extent of use was not established. Rejected, except as to the existence of the injunction, which is adopted in paragraph 20. This injunction was apparently the result of neighbors' concern over a proposed rock concert to be held at the site. Adopted in paragraph 19. 51-53 Rejected as unnecessary or subordinate. 54, 55 Rejected as unsupported by the weight of evidence. Rejected as contrary to the weight of evidence. Adopted in paragraph 12. Rejected as unsupported by the evidence. 59-63 Rejected as unnecessary or subordinate. 64-79 Rejected as contrary to the evidence. 80-81 Rejected as unnecessary or subordinate. Rejected as contrary to the evidence. Rejected as unnecessary. Rejected as contrary to the evidence. 85-90 Rejected as unnecessary or subordinate. Adopted in substance in paragraph 9. Rejected as contrary to the evidence (the "efficiency" of the bathing area). Adopted in part in paragraph 20, otherwise rejected as unnecessary. 94-99 Rejected as cumulative. These same facts are addressed above. 100-101 Adopted in part in paragraph 22. 102-168 Rejected as cumulative. These same facts are addressed above. 109-113 Rejected as contrary to the evidence. 114 Rejected as cumulative 115-118 Rejected as contrary to the evidence. Rejected as unnecessary and irrelevant. Rejected as contrary to the evidence. Rejected as irrelevant. FACTS PROPOSED BY PETITIONER STS Adopted in substance in paragraphs 1 and 5. Adopted in substance in paragraphs 3 and 4. Adopted in paragraphs 6 and 7. Rejected as unnecessary. Adopted in substance in paragraph 4. Adopted in substance in paragraph 5. Addressed in the Preliminary Statement. Adopted in paragraph 11, conclusions of law. Adopted in paragraph 33. Adopted in substance in paragraphs 24 and 25. Adopted in paragraphs 19 and 25. Adopted in substance in paragraphs 22 and 23. Adopted in paragraph 33. Adopted in substance in paragraph 17. Adopted in substance in paragraph 15. Adopted in substance in paragraph 16. Rejected as contrary to the evidence. 19-22 Rejected as unnecessary or subordinate. COPIES FURNISHED: Robert A. Routa, Esquire P.O. Box 6506 Tallahassee, FL 32314-6506 Frank Matthews, Esquire Kathleen Blizzard, Esquire P.O. Box 6526 Tallahassee, FL 32314-6526 Wayne E. Flowers, Esquire P.O. Box 1429 Palatka, FL 32178-1429 Henry Dean, Executive Director P.O. Box 1429 Palatka, FL 32178-1429 =================================================================
