Findings Of Fact Application No. 76-00360 is for a new consumptive water use involving one well. The application seeks withdrawal of 1.29 million gallons per day average daily withdrawal and 2.59 million gallons per day maximum daily withdrawal. The water will be withdrawn from the Floridan Aquifer for the irrigation of tomatoes. The amount of water sought to be consumptively used will exceed the water crop as defined, by the district because approximately 25 percent of the water will be discharged off site. The land which is the subject of this application is being leased by the applicant for the purpose of growing tomatoes. Applicant's lease terminates in September, 1978 with an option to renew. Except as otherwise set forth above, the applied for consumptive use will not violate any of the conditions set forth in Subsections 16J-2.11(2), (3) or (4), F.A.C. The Southwest Florida Water Management District's staff recommends granting of the subject permit in the amounts requested with the following conditions: The applicant reduce runoff to 4.6 percent of the amount pumped by January 1, 1978. The district be allowed to install flowmeters and be allowed to go on the property to read these meters. The permit shall terminate on September 30, 1978, unless permitee seeks an extension. That the applicant give written notice of his intention to renew the lease if he so intends.
Recommendation It is hereby RECOMMENDED that Application No. 76-00360 be granted subject to the conditions set forth in paragraph 5 above. ENTERED this 26th day of May, 1976, in Tallahassee, Florida. CHRIS H. BENTLEY Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 COPIES FURNISHED: Jay T. Ahern, Esquire Ralph Williford Staff Attorney Glisson and Williford Farms, Inc. Southwest Florida Water Post Office Box 911 Management District Ruskin, Florida 33570 Post Office Box 457 Brooksville, Florida 33512
Findings Of Fact On April 22, 1994, Respondent, Southwest Florida Water Management District (SFWMD), published proposed amendments to Rule 40D-4.051 in the Florida Administrative Weekly, Volume 20, Number 16, at page 2450. The portions which are the subject of this proceedings are as follows: * 40D-4.051 Exemptions <<(1) Exemptions are found in>> [[The following activities are exempt from permitting under this chapter: The activities specified in]] Sections 373.406, Florida Statutes. (2)-(7) No Change. * Note: In the above quotation, language added to the statute is within the <<>>; deleted language is within the [[]]. On May 13, 1994, Petitioner, Gerald A. Robbins, filed a Petition to Challenge Proposed Rule 40D-4.051. On May 20, 1994, Petitioner filed an Amended Petition to Challenge Proposed Rule 40D-4.051. In its rule challenge, Petitioner requests that 40D-4.051(1) be rewritten as follows: "Exemptions are as found in Sections 373.406 AND 403.927 Florida Statutes." On July 1, 1994, Respondent withdrew its proposed amendment to Subsection (1) of Rule 40D-4.051. The following Notice of Withdrawal appeared in Florida Administrative Weekly, Volume 20, No. 26: Southwest Florida Water Management District RULE TITLES: RULE NOS.: Exemptions 40D-4.051(1) NOTICE OF WITHDRAWAL Notice is hereby given that the above proposed rule amendment, published in the Florida Administrative Weekly, Volume 20, Number 16, on Page 2450, April 22, 1994, have (sic) been withdrawn. This is the sole subsection being withdrawn from rulemaking pursuant to Section 120.54(13)(b), Florida Statutes. The remainder of the proposed amendments to Section 40D-4.051, Florida Administrative Code remains subject to Section 120.54(1), Florida Statutes. By Order dated June 28, 1994, the portion of Petitioner's rule challenge relating to Rule 40D-4.051(7) was dismissed. Petitioner appealed the Order to the Fifth District Court of Appeal, Gerald A. Robbins v. Southwest Florida Water Management District, Case No. 94-1717. The court denied Petitioner's Petition for Review of Non-Final Administrative Action by Order dated October 10, 1994.
The Issue The issues in this bid protest are whether, in making a preliminary decision to award a staff augmentation contract, Respondent acted contrary to a governing statute, rule, policy, or project specification; and, if so, whether such misstep(s) was/were clearly erroneous, arbitrary or capricious, or contrary to competition.
Findings Of Fact The parties' Joint Pre-Hearing Stipulation2 and the evidence presented at final hearing established the facts that follow. The Request for Proposals On July 26, 2001, the District issued Request for Proposals C-11940 (the "RFP"). The purpose of the RFP, as set forth on page one thereof, was to solicit technical and cost proposals from qualified respondents [for a staff augmentation contract.3] The South Florida Water Management District (District) is interested in establishing a single qualified information systems/technology contracting firm to provide the services defined herein on an as-needed basis. Contingent upon the responses received as a result of this Request for Proposals (RFP), the District will determine which respondent meets the required standards and qualifications through an evaluation process. The Vendor meeting the required standards and qualifications will be determined to be “pre-qualified” to provide information systems/technology services to the District. The deadline for submission of proposals in response to the RFP was Monday, August 27, 2001 at 2:30 p.m. Section 1.12 of the RFP, which is relevant to this protest, stated as follows: REJECTION OF RESPONSES The District reserves the right to reject any and all responses when such rejection is in the District's interests. Minor irregularities contained in a response may be waived by the District. A minor irregularity is a variation from the solicitation that does not affect the price of the contract or does not give a respondent an advantage or benefit not enjoyed by other respondents, or does not adversely impact the interests of the District. The District further reserves the right to cancel this solicitation at any time if it is in the best interest of the District to do so. Section 1.13 of the RFP stated, in pertinent part:
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the District enter a Final Order that declares DUA’s proposal to be materially non-responsive and, accordingly, rescinds the proposed award to DUA. In addition, while recognizing that the choice of remedies for invalid procurement actions is within the agency’s discretion, it is nevertheless recommended that, rather than reevaluate or reject all responsive proposals, the District award the contract to the highest-ranked responsive proposer, Syslogic. DONE AND ENTERED this 18th day of January, 2002, in Tallahassee, Leon County, Florida. JOHN G. VAN LANINGHAM 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 18th day of January, 2002.
The Issue The issue is whether the applicant for an Environmental Resource Permit ("ERP"), the City of Deltona ("City" or "Applicant"), has provided reasonable assurance that the system proposed complies with the water quantity, environmental, and water quality criteria of the St. Johns River Water Management District's ("District") ERP regulations set forth in Florida Administrative Code Chapter 40C-4, and the Applicant's Handbook: Management and Storage of Surface Waters (2005).
Findings Of Fact The District is a special taxing district created by Chapter 373, Florida Statutes, charged with the duty to prevent harm to the water resources of the District, and to administer and enforce Chapter 373, Florida Statutes, and the rules promulgated thereunder. The City of Deltona is a municipal government established under the provisions of Chapter 165, Florida Statutes. The Lake Theresa Basin is comprised primarily of a system of interconnected lakes extending from Lake Macy in the City of Lake Helen to the Butler Chain of Lakes (Lake Butler and Lake Doyle). The Lake Theresa Basin is land-locked and does not have a natural outfall to Lake Monroe and the St. Johns River. In 2003, after an extended period of above-normal rainfall in the Deltona area, the lakes within the land-locked Lake Theresa Basin staged to extremely high elevations that resulted in standing water in residential yards, and rendered some septic systems inoperable. Lake levels within the Lake Theresa Basin continued to rise and were in danger of rising above the finished floor elevations of some residences within the basin. On March 25, 2003, the District issued an Emergency Order (F.O.R. No. 2003-38) authorizing the construction and short-term operation of the Lake Doyle and Lake Bethel Emergency Overflow Interconnection. Since wetland and surface water impacts would occur, the Emergency Order required the City of Deltona to obtain an ERP for the system. The project area is 4.1 acres, and the system consists of a variable water structure on the west shore of Lake Doyle connected to a series of pipes, swales, water control structures, and wetland systems which outfall to a finger canal of Lake Bethel, with ultimate discharge to Lake Monroe and the St. Johns River. The first segment of the system extends downstream from the weir structure on the west shore of Lake Doyle via a pipe entrenched in the upland berm of the Sheryl Drive right-of-way. The pipe passes under Doyle Road and through xeric pine-oak uplands to the northeast shore of a large (approximately 15 acres) deepwater marsh. Water flows south through the deepwater marsh where it outfalls through four pipes at Ledford Drive. Two of the four pipes are overflow structures, controlled by canal gates. The pipes at Ledford Drive discharge into a ditch and into a large (greater than 20 acres) shallow bay swamp. The south end of the bay swamp is defined (and somewhat impounded) by a 19th Century railroad grade. Water flows through the bay swamp where it outfalls through five pipes at the railroad grade. Three of the five pipes are overflow structures, controlled by channel boards. The pipes at the railroad grade discharge to a 1500-foot long finger canal that was dug some time during the period 1940-1972 from the north central shore of Lake Bethel. The overflow interconnection system has three locations whereby the system can be shut down: 1) Lake Doyle--a control weir, controlled by three sluice gates; 2) Ledford Drive--two thirty-inch reinforced concrete pipes, controlled by canal gates; and 3) railroad grade--three thirty-inch reinforced concrete pipes, controlled by channel boards (collectively referred to as "Overflow Structures"). The Overflow Structures are designed to carry the discharge of water from Lake Doyle to Lake Bethel. With the Overflow Structures closed the system returns to pre-construction characteristics, meaning there will be no increase or decrease in the quantity or quality of water throughout the path of the system as a result of the project. An unequivocal condition of the permit is that the system would operate with all of the Overflow Structures closed. As an added assurance, the City proposes to place a brick and mortar plug in the Lake Doyle weir structure outfall pipe to prevent any discharge from the weir. The City has submitted to the District preliminary plans for a future phase in which the system would be modified for the purpose of alleviating high water levels within the Lake Theresa Basin when the water level in Lake Doyle rises above an elevation of 24.5 feet. The District shall require a separate permit application to be submitted for such future plans. Petitioner, Barbara Ash, has lived on Lake Theresa for 19 years. Ms. Ash lives upstream from the area of the weir that will be plugged in accordance with the ERP. She does not trust either the City of Deltona to comply with or the District to enforce the conditions of the ERP applied for by the City. Petitioner, Barbara Ash, also served as the qualified representative for Petitioners, Francell Frei, Bernard J. and Virginia Patterson, and Ted and Carol Sullivan. Ms. Ash represented that Ms. Frei has lived on Lake Theresa for 12 years, and both the Pattersons and the Sullivans live on Lake Louise, which is within the area of concern in this proceeding. Petitioner, Diana Bauer, has lived on Lake Theresa since February 2004. She fears that the lake will become too dry if the system is allowed to flow. She also believes the wildlife will be adversely affected if the water levels are too low since many species need a swampy or wet environment to thrive. She fears her property value will decrease as a result of the approval of the ERP. She also does not trust either the City to comply with or the District to enforce the conditions of the ERP. Petitioner, Howard Ehmer, lives two to three hundred yards down Lake Theresa from Ms. Bauer. He is concerned about the lake bed being too dry and attracting people on all terrain vehicles who enjoy driving around the lake bottom. He is concerned about his property value decreasing if the lake bed is dry. Further, when the lake level is too low, people cannot enjoy water skiing, boating, and fishing on Lake Theresa. Petitioner, Phillip Lott, a Florida native, has also owned and lived on property abutting Lake Theresa since 1995. Mr. Lott has a Ph.D. in plant ecology, and M.P.A. in coastal zone studies, an M.B.A. in international business, and a B.S. in environmental resource management and planning. Mr. Lott has been well acquainted with the water levels on Lake Theresa for many years. Based upon his personal observations of the lake systems in the Deltona area over the years, Mr. Lott has seen levels fluctuate greatly based upon periods of heavy and light rainfall. Mr. Lott is concerned that the District will permit the City to open the weir to let water flow through the system and cause flooding in some areas and low water levels in other areas. He fears that the District will allow the water to flow and upset the environmental balance, but he admits that this ERP application is for a closed system that will not allow the water to flow as he fears. Mr. Lott similarly does not trust the City to comply with and the District to enforce the conditions of the ERP. Petitioners, James E. and Alicia M. Peake, who were represented by Steven L. Spratt at hearing as their qualified representative, live on Lake Louise, which is interconnected with the Lake Theresa basin. The Peakes are concerned that if the level of Lake Louise drops below 21 feet, nine inches, they will not be able to use the boat launch ramps on the lake. Petitioner, Steven L. Spratt, also lives on Lake Louise, and is concerned about the water levels becoming so low that he cannot use the boat launch on the lake. He has lived on the lake since 2000, and remembers when the water level was extremely low. He fears that approval of the ERP in this case will result in low levels of water once again. Petitioner, Gloria Benoit, has live on Lake Theresa for two years. She also enjoys watching recreational activities on the lake, and feels that approval of the ERP will devalue her lakefront property. Ms. Benoit appeared at the first day of the hearing, but offered no testimony on her behalf. J. Christy Wilson, Esquire, appeared prior to the final hearing as counsel of record for Petitioners, Steven E. Larimer, Kathleen Larimer, and Helen Rose Farrow. Neither Ms. Wilson nor any of the three Petitioners she represented appeared at any time during the hearing, filed any pleadings seeking to excuse themselves from appearing at the final hearing, or offered any evidence, testimony, pre- or post- hearing submittals. Petitioner, Gary Jensen, did not appear at hearing, did not file any pleadings or papers seeking to be excused from appearing at the final hearing, and did not offer any evidence, testimony, pre- or post-hearing submittals. Both the City and the District recognize that areas downstream from the project site, such as Stone Island and Sanford, have experienced flooding in the past in time of high amounts of rainfall. The system proposed by the City for this ERP will operate with the overflow structures closed and a brick and mortar plug in the outfall pipe to prevent water flow from Lake Doyle to Lake Bethel. So long as the overflow structures are closed, the system will mimic pre-construction flow patterns, with no increase in volume flowing downstream. The District has considered the environment in its proposed approval of the ERP. The area abutting the project is little urbanized and provides good aquatic and emergent marsh habitat. With the exception of the western shore area of the deepwater marsh ("west marsh area"), the bay swamp and remaining deepwater marsh area have good ecological value. In the 1940's, the west marsh area was incorporated into the drainage system of a poultry farm that occupied the site. This area apparently suffered increased nutrient influxes and sedimentation that contributed to a proliferation of floating mats of aquatic plants and organic debris. These tussocks reduced the deepwater marsh's open water and diminished the historical marsh habitat. Water under the tussocks is typically anoxic owing to total shading by tussocks and reduced water circulation. Thick, soft, anaerobic muck has accumulated under the matted vegetation. Exotic shrubs (primrose willow Ludwigia peruvania) and other plants (cattails Typha spp.) dominate the tussocks. The construction of the project, from the 2003 Emergency Order, resulted in adverse impacts to 1.3 acres of wetlands having moderately high- to high ecological value and 0.2 acres of other surface waters. The 0.2 acre impact to other surface waters was to the lake bottom and the shoreline of Lake Doyle where the weir structure was installed. The 0.3 acres of wetland impacts occurred at the upper end of the deepwater marsh where the pipe was installed. The largest wetland impact (1.0 acre) was to the bay swamp. The bay swamp is a shallow body dominated by low hummocks and pools connected inefficiently by shallow braided channels and one acre is filled with a 1-2 foot layer of sediment following swamp channelization. Disturbance plants (e.g., primrose willow, Ludwigia peruvania, and elderberry Sambucus Canadensis) now colonize the sediment plume. Pursuant to the District's elimination and reduction criteria, the applicant must implement practicable design modifications, which would reduce or eliminate adverse impacts to wetlands and other surface waters. A proposed modification, which is not technically capable of being done, is not economically viable, or which adversely affects public safety through endangerment of lives or property is not considered "practicable." The City reduced and/or eliminated the impacts to the lake bottom and shoreline of Lake Doyle and deepwater marsh, to the extent practicable. The impacts were the minimum necessary to install the weir structure and pipe for the system; the weir structure and pipe were carefully installed on the edges of the wetland and surface water systems, resulting in a minimum amount of grading and disturbance. To compensate for the loss of 1.3 acres of wetlands and 0.2 acres of other surface waters, the City proposes to preserve a total of 27.5 acres of wetlands, bay swamp, marsh, and contiguous uplands. Included in this 27.5 acres are 6.4 acres of the west marsh, which are to be restored. The parties stipulated that the mitigation plan would adequately compensate for losses of ecological function (e.g. wildlife habitat and biodiversity, etc.) resulting from the project. Water quality is a concern for the District. Lake Monroe is included on the Florida Department of Environmental Protection's verified list of impaired water bodies for nitrogen, phosphorous, and dissolved oxygen. Water quality data for Lake Monroe indicate the lake has experienced high levels of nitrogen and phosphorous and low levels of dissolved oxygen. Prior to construction of the project, there was no natural outfall from the Lake Theresa Basin to Lake Monroe and therefore no contribution from this basin to nitrogen and phosphorous loadings to Lake Monroe. Lake Colby, Three Island Lakes (a/k/a Lake Sixma), and the Savannah are surface waters within the Lake Theresa Basin for which minimum levels have been adopted pursuant to Florida Administrative Code Chapter 40C-8. The system will operate with the overflow structures closed and a brick and mortar plug in the outfall pipe to prevent water flow from Lake Doyle to Lake Bethel, resulting in no outfall from the Theresa Basin to Lake Monroe. Minimum flows established for surface waters within the Lake Theresa Basin will not be adversely impacted. Under the first part of the secondary impact test, the City must provide reasonable assurance that the secondary impacts from construction, alteration, and intended or reasonable expected use of the project will not adversely affect the functions of adjacent wetlands or surface waters. The system is designed as a low intensity project. As proposed, little activity and maintenance are expected in the project site area. The reasonably expected use of the system will not cause adverse impacts to the functions of the wetlands and other surface waters. None of the wetland areas adjacent to uplands are used by listed species for nesting or denning. In its pre-construction state, the project area did not cause or contribute to state water quality violations. Under the second part of the secondary impact test, the City must provide reasonable assurance that the construction, alteration, and intended or reasonably expected uses of the system will not adversely affect the ecological value of the uplands to aquatic or wetland dependent species for enabling existing nesting or denning by these species. There are no listed threatened or endangered species within the project site area. Under the third part of the secondary impact test, and as part of the public interest test, the District must consider any other relevant activities that are closely linked and causally related to any proposed dredging or filling which will cause impacts to significant historical and archaeological resources. When making this determination, the District is required, by rule, to consult with the Division of Historical Resources. The Division of Historical Resources indicated that no historical or archaeological resources are likely present on the site. No impacts to significant historical and archaeological resources are expected. Under the fourth part of the secondary impact test, the City must demonstrate that certain additional activities and future phases of a project will not result in adverse impacts to the functions of wetlands or water quality violations. The City has submitted to the District preliminary plans for a future phase in which the system would be modified for the purpose of alleviating high water levels within the Lake Theresa Basin when the level in Lake Doyle rises above an elevation of 24.5 feet. Based upon the plans and calculations submitted, the proposed future phase, without additional measures, could result in minor increases in the loadings of nitrogen and phosphorous to Lake Monroe. Lake Monroe is included on the Florida Department of Environmental Protection's verified list of impaired water bodies due to water quality data indicating the lake has experienced high levels of nitrogen and phosphorous, and low levels of dissolved oxygen. Under this potential future phase, there would be an outfall from the Lake Theresa Basin to Lake Monroe. To address the impact on water quality of this potential future phase, the City has submitted a loading reduction plan for nitrogen, phosphorous, and dissolved oxygen. The plan includes compensating treatment to fully offset the potential increased nutrient loadings to Lake Monroe. Specifically, the loading reduction plan includes: Construction and operation of compensating treatment systems to fully offset anticipated increased nutrient loadings to Lake Monroe. Weekly water quality monitoring of the discharge from Lake Doyle for total phosphorous and total nitrogen. A requirement that the overflow structure be closed if the total phosphorous level reaches 0.18 mg/l or higher or the total nitrogen level reaches 1.2 mg/l or higher in any given week and will remain closed until levels fall below those limits. The implementation of these water quality mitigation measures will result in a net improvement of the water quality in Lake Monroe for nitrogen, phosphorous, or dissolved oxygen. The future phase was conceptually evaluated by the District for impacts to wetland functions. The future phase as proposed could result in adverse impacts to wetland functions. Operation of the system with the overflow structures open could impact the bay swamp and deepwater marsh. The City has demonstrated that any adverse impacts could be offset through mitigation. Based upon the information provided by the City and general engineering principles, the system is capable of functioning as proposed. The City of Deltona will be responsible for the operation, maintenance, and repair of the surface waster management system. A local government is an acceptable operation and maintenance entity under District rules. The public interest test has seven criteria. The public interest test requires the District to evaluate only those parts of the project actually located in, on, or over surface waters or wetlands, to determine whether a factor is positive, neutral, or negative, and then to balance these factors against each other. The seven factors are as follows: the public health, safety, or welfare of others; conservation of fish and wildlife and their habitats; fishing, recreational value, and marine productivity; temporary or permanent nature; 5) navigation, water flow, erosion, and shoaling; 6) the current condition and relative value of functions; and 7) historical and archaeological resources. There are no identified environmental hazards or improvements to public health and safety. The District does not consider impacts to property values. To offset any adverse impacts to fish and wildlife and their habitats, the City has proposed mitigation. The areas of the project in, on, or over wetlands do not provide recreational opportunities. Construction and operation of the project located in, on, or over wetlands will be permanent in nature. Construction and operation of the project located in, on, or over wetlands will not cause shoaling, and does not provide navigational opportunities. The mitigation will offset the relative value of functions performed by areas affected by the proposed project. No historical or archaeological resources are likely on the site of the project. The mitigation of the project is located within the same drainage basin as the project and offsets the adverse impacts. The project is not expected to cause unacceptable cumulative impacts.
Recommendation Based upon the Findings of Fact and Conclusions of Law, it is RECOMMENDED that a Final Order be entered granting the City of Deltona's application for an environmental resource permit with the conditions set forth in the Technical Staff Report, and dismissing the Petitions for Formal Administrative Hearing filed by Gary Jensen in Case No. 04-2405, and by Steven E. Larimer, Kathleen Larimer, and Helen Rose Farrow in Case No. 04-3048. DONE AND ENTERED this 27th day of May, 2005, in Tallahassee, Leon County, Florida. S ROBERT S. COHEN 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 27th day of May, 2005. COPIES FURNISHED: George Trovato, Esquire City of Deltona 2345 Providence Boulevard Deltona, Florida 32725 Diana E. Bauer 1324 Tartan Avenue Deltona, Florida 32738 Barbara Ash, Qualified Representative 943 South Dean Circle Deltona, Florida 32738-6801 Phillip Lott 948 North Watt Circle Deltona, Florida Howard Ehmer Nina Ehmer 32738-7919 1081 Anza Court Deltona, Florida 32738 Francell Frei 1080 Peak Circle Deltona, Florida 32738 Bernard T. Patterson Virginia T. Patterson 2518 Sheffield Drive Deltona, Florida 32738 Kealey A. West, Esquire St. Johns River Water Management District 4049 Reid Street Palatka, Florida 32177 J. Christy Wilson, Esquire Wilson, Garber & Small, P.A. 437 North Magnolia Avenue Orlando, Florida 32801 Gloria Benoit 1300 Tartan Avenue Deltona, Florida 32738 Gary Jensen 1298 Tartan Avenue Deltona, Florida 32738 James E. Peake Alicia M. Peake 2442 Weatherford Drive Deltona, Florida 32738 Steven L. Spratt 2492 Weatherford Drive Deltona, Florida 32738 Ted Sullivan 1489 Timbercrest Drive Deltona, Florida 32738 Kirby Green, Executive Director St. Johns River Water Management District 4049 Reid Street Palatka, Florida 32177
Findings Of Fact Mr. George Szell was presented by the Southwest Florida Water Management District and sworn as a witness. Mr. Szell, was qualified and accepted as an expert hydrogeologist employed by the District. Included within Mr. Szell's responsibilities to the District were evaluation of the subject application. An application for Consumptive water use permit has been filed in proper form by Pat Nathe Groves, Inc., and admitted into evidence as Exhibit A. The water source is an existing well located on a 40-acre tract of land in Pasco County within the Withlacoochee Basin. Proper notice has been given to all persons entitled thereto by statute and rule. No objections to the application have been received by the District. The maximum daily withdrawal sought is 720,000 gallons and the average daily withdrawal sought is 59,178 gallons. A request for an average daily withdrawal of 59,178 gallons exceeds the water crop of the subject lands as defined by Section 16J-2.11(3), F.A.C. The requested consumption is 114.1 percent of the appropriate water crop. The maximum average daily withdrawal available to the applicant, which is ire compliance with the water crop of the subject lands, is 35,500 gallons. Pursuant to Mr. Szell's testimony, none of the matters set forth in Subsection 16J-2.11(2), and (4), F.A.C., exist so as to require the denial of this permit.
Recommendation It is recommended that Application No. 7500019, submitted by Pat Nathe Groves, Inc., Route 2, Box, 132, Dade City, Florida 33525, for a consumptive water use permit be denied. Entered this 28th day of July, 1975, in Tallahassee, Florida. CHRIS H. BENTLEY, Director Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675 COPIES FURNISHED: Jay T. Ahern, Esquire Staff Attorney Southwest Florida Water Management District P. 0. Box 457 Brooksville, Florida 33501 James P. Nathe Pat Nathe Groves, Inc. Route 2, Box 132 Dade City, Florida 33525
Findings Of Fact Pal-Mar has filed application No. 29454 pursuant to Chapter 373, Florida Statutes, requesting approval for a surface water management system known as Phase III of Pal-Mar Water Management District, to serve approximately 3,600 acres of residential land in Martin County, Florida. The project discharges to C-44, the St. Lucie canal. SFWMD's staff report recommends approval be granted for the proposed water management system based on considerations of water quality, rates of discharge, environmental impact and flood protection. Approval is subject to certain conditions which are not material to the instant cause. As background material to the staff report, the staff makes reference to the U.S. Army Corps of Engineers report entitled "Survey-Review Report of Central and Southern Florida Flood Control Project, Martin County," dated September 22, 1967. The Corps of Engineers' report was not used in the decision-making process but rather was included in the staff report to provide a comprehensive overview. Whether the Corps of Engineers' plans were ever implemented would not affect the recommendations of the staff. The land in question is currently zoned "IZ" (interim zoning) according to Martin County's zoning regulations. In this category, if the neighborhood is predominantly one classification of usage, then the zoning director is to be governed by the regulations for that class of usage in determining the standard zoning regulations to be applied to the interim zoning district. If no trend of development has been established in the neighborhood, the minimum standards of the R2 single family zoning district are to be complied with. Rule 16K-4.035, Florida Administrative Code, entitled Basis of Review of Applications for Construction of Works, provides in Section (2) that all applications such as the instant one shall be reviewed in accordance with the provisions of the district's "Basis Of Review For Construction Of Surface Water Management Systems Serving Projects With Two Or More Acres Of Impervious Area Within The South Florida Water Management District - December, 1977." The Basis of Review provides in Part VI that before an application will be considered for the issuance of a permit, the proposed land use must be "compatible with the applicable zoning for the area." The evidence indicates that the land in question has a history of agricultural use. However, the evidence also discloses that far from being a trend towards agricultural use there is a trend away from it. A major portion of the neighboring lands will be devoted to Phases I, II, IV and V, of the Pal-Mar Water Management District. According to Florida Land Sales Board registrations, the land in question is subdivided into one-half acre, one acre, 1.4 acre and two acre lots. The average project density is one lot per acre. In addition, there is some mobile home usage within neighboring areas. If there is a trend, it is toward R2 zoning type usage. SFWMD's staff concluded that the proposed land use was compatible with the applicable zoning for the area. Martin County has failed to establish that such compatibility does not exist. In the Redraft of Order Permitting Change of Plan of Reclamation and Change of Name dated November 4, 1969, the Honorable C. Pfeiffer Trowbridge, Circuit Court Judge of the Nineteenth Judicial Circuit in and for Martin County, observes that the Petitioner in that case (herein Pal-Mar) "permanently and irrevocably withdrew its application to drain into the St. Lucie canal thereby removing all reasons for objections" to the proceedings in Circuit Court. However, there is no evidence to indicate that there exists a prohibition against drainage into the St. Lucie canal or that Judge Trowbridge's order is intended to preclude approval of Pal-Mar's present application.
