Findings Of Fact On or about August 11, 1987, an application for conditional use approval to allow on-premises consumption of alcoholic beverages (2COP) was filed on behalf of Leland Farnsworth for property located at 2838 Gulf to Bay Boulevard in Clearwater, Florida. The property is zoned general commercial (CG) and single family residential (RS-8). A public hearing before the Planning and Zoning Board was held on September 1, 1987. The Planning and Zoning Board voted 4-1 to grant conditional use approval for this application. A timely appeal was taken by Petitioners on September 15, 1987. Petitioners are surrounding property owners whose property is located within five hundred feet of the subject property. With this application, Farnsworth seeks approval for on-premises consumption of alcoholic beverages since he intends to convert the use of the property from a motel to a restaurant and bar. The parties stipulated that the property in question is within five hundred feet of several residences, including Petitioners'.
Findings Of Fact On or about June 10, 1986 Petitioners submitted a conditional use application to Respondent for the package sale of beer and wine at 601 Bayway Boulevard, Bayside Subdivision No. 5, Lot 1, Black B, in Clearwater Beach, Florida. The property in question is zoned SC (beach commercial), and the alcoholic beverage designation being sought is 2 APS. Respondent has identified this conditional use application as C.U. 86-49. The Planning and Zoning Board denied Petitioners' application on August 5, 1986 by a vote of 4 to 2, and Petitioners timely filed this appeal. The subject property is the site of a convenience store which is surrounded by motels and commercial establishments such as a bank, restaurant and lounge, car rental agency and a miniature golf course. Another convenience store which sells alcoholic beverages for off-premises consumption is located within three blocks of the property in question. Robert E. Davis operated the convenience store on the subject property from 1977 to July, 1986 at which time Petitioners acquired their interest in the property and the convenience store. While Davis was operating the convenience store the package sale of beer and wine was allowed under a previously approved conditional use. However in accordance with Section 136.024(b), City of Clearwater Land Development Code, Petitioners were required to reapply for conditional use approval upon the change of business ownership of the subject property. Under Davis' management, the convenience store regularly closed at 11:00 P.M., but beginning approximately one month prior to Petitioners acquiring their interest in the store and the property, Davis began to keep the convenience store open twenty four hours a day. Petitioners have operated the store twenty four hours a day since it has been under their management. Public testimony was offered in opposition to Petitioners' application due to concerns about increases in noise, lights, traffic, loitering, trash and debris, and consumption of alcohol on the premises since Petitioners have acquired their interest. Petitioners concede that there was a problem with rowdyism and trash when they initially took over the convenience store, but state that these problems have been corrected. By letter dated August 5, 1986, Chief of Police Sid Klein confirmed a problem with young people gathering on the premises and stated that he did not feel approval of this conditional use would be compatible with the need of the neighborhood. However, little weight can be given to this exhibit since it is clearly hearsay, and relates solely to conditions existing several months ago when Petitioners had just acquired their interest in the subject property and convenience store. Petitioners are seeking to continue the package sale of beer and wine on the subject premises during authorized hours, as had been allowed for previous owners. This activity will clearly be compatible with other commercial businesses in the neighborhood, and with prior business conducted at this specific location. Although there were problems with trash and rowdyism on the premises in July and August, 1986, Petitioners have taken corrective action, and have committed to continued management improvements. The use in question is compatible with surrounding uses and complies with Respondent's land use plan. Acceptable ingress and egress is provided, and noise from the site will not diminish the use, enjoyment or value of the surrounding property. Petitioners are taking steps to reduce the glare to surrounding properties from motor vehicle lights. Sufficient parking area is provided on site, and the evidence does not establish that the sale of beer and wine at this location increases traffic in the area. This is an existing use which was allowed when Petitioners acquired their interest in the subject property. There was no evidence that Petitioners have sold, or will sell, beer and wine at the store beyond the legal hours for such sale, or that they have or will sell to minors.
Findings Of Fact Petitioner applied for conditional use approval from Respondent for the package sale of beer, wine and liquor (4-COP) at 2779 Gulf-To-Bay Boulevard, Clearwater, Florida, on or after September 4, 1987. The subject property is zoned general commercial (CG), and conditional use approval is required for package sales on property zoned CG. Conditional use approval was previously granted for this property on June 30, 1987, to allow on-premises consumption of alcoholic beverages, but this prior approval is not under review in this proceeding. On October 13, 1987, the Planning and Zoning Board voted unanimously to deny Petitioner's application for the package sale of beer, wine and liquor. Petitioner has timely sought review of the Planning and Zoning Board decision. It is undisputed that the subject property is less than 500 feet from an adult congregate living facility (ACLF) which constitutes the residence of approximately 300 persons. Frank Pascoe, the President and representative of the ACLF, testified about the residents' concerns about security, and the adverse impact of this application on the general welfare of their neighborhood. Paula Harvey, Planning Director, testified about the adverse impacts of this application on neighborhood noise, traffic and parking. Ordinance 4470-87 applies to this application since said Ordinance, by its terms, governs applications filed subsequent to September 3, 1987. Petitioner offered no evidence in support of its application. Specifically, there is no evidence in the record favorable to the applicant concerning noise, parking and the compatibility of this application with the neighborhood.
The Issue Whether the construction activity was begun within the 45 day period within which the issuance of the permit by the city could have been challenged and was not in compliance with local codes and ordinances.
Findings Of Fact The Department of Community Affairs is the state land planning agency empowered to enforce the provisions of Chapter 380, Florida Statutes, and the rules promulgated thereunder. (Section 380.031-.032, F.S.). Billy Marlar owns and operates the Rainbow Motel, located at 123 Water Street, Apalachicola, Florida. (R. 9) Petitioner Marlar is the record title holder of wharf lots 13 and 14 in the City of Apalachicola according to the map or plat commonly used. Lots 13 and 14 are held in the name of Rainbow Motel and Marina. Lots 13 and 14 are located within the Riverfront District, as identified in the Land Development Code of the City of Apalachicola. (R. 57) Old plats reflect that the dimensions of wharf lots 13 and 14 are 206.54 feet wide and approximately 70 feet deep, or 14,250.75 square feet. Over the years, sand has accreted to the eastern boundary of these wharf lots and for the past 35 years there have been improved structures on the eastern boundary of the property. Although the Franklin County tax rolls reflect wharf lots 13 and 14 as being approximately 200 feet wide by 180 feet deep, the Rainbow Hotel is built on pilings over water or land which is tidal. Inspection of the property reveals that the water line of the Apalachicola Bay lies approximately at the western edge of the main portion of the hotel. On May 13, 1988, Billy Marlar applied for a permit to construct a concrete parking lot on wharf lots 13 and 14 in the City of Apalachicola. (Rainbow Exhibit 2) On May 16, 1988, the Apalachicola Planning and Zoning Commission considered Mr. Marlar's application at a special meeting, and granted the permit application. (Rainbow Exhibit 9). On May 25, 1988, Permit No. 1172 was forwarded to the Department of Community Affairs for consideration as a development order. (Rainbow Exhibit 2). Prior to the permit being forwarded to DCA, construction of the parking lot commenced. A portion of the parking lot was poured on May 23, 1988, and the remainder of the parking lot was completed within 2 - 3 weeks of that date. (R. 50-51, 53). The Land Development Code provides that lot coverage within the Riverfront District shall contain a minimum of 50 percent pervious surface. The term "pervious surface" means that water will percolate through that surface that covers the earth. (R. 59). The concrete parking lot constructed by Billy Marlar on wharf lots 13 and 14 is not a pervious surface. (R. 70). The dimensions of the portion of the parking lot on lots 13 and 14 are 78 feet along the northern boundary, 205 feet along the eastern boundary, 78 feet along the southern boundary and 205 along western boundary. There is a planter in the southwestern corner which has approximately 704 square feet. The proposed finding submitted by the Department states that the parking lot contains 12,589.87 square feet, which will be the area used. (DCA Exhibit 1 and R. 71). The dimensions of the pervious surface of the property are based upon the area of the non-tidal portion of the two lots. The dimensions of the non- tidal area of the two lots are determined from resolution of the conflicts in the testimony and evidence presented and an examination of the property. The western boundary is 215 feet; northern boundary is 112 feet; eastern boundary is 215 feet; and southern boundary is 122.5 feet. The total non-tidal area of the two lots based upon these dimensions is 25,208 square feet. (Rainbow Exhibit 3). Although the records of the Franklin County Property Appraiser's Officer indicated the dimensions of wharf lots 13 and 14 were 200 feet wide by 180 feet deep, a substantial portion of the eastern boundary of that area is submerged. (Rainbow Exhibit 3 and 5, R. 32). Conflicting evidence was presented as to the dimensions of the non-tidal property from the street frontage to the mean high water line. The drawings show a meander line along the mean high water line; however, observation revealed water under the majority of the hotel, particularly on the northeast corner. Based upon those observations, the eastern boundary on non-tidal land is computed as a straight line parallel to the western edge of the longest portion of the hotel and five (5) feet to the east of longest portion of the hotel running from southern boundary to the northern boundary. See pencil additions to Rainbow Exhibit 3 made by fact finder after observation of the property pursuant to motion. A portion of the Rainbow Motel and the Pot Restaurant extend over the water. (R. 32 and Rainbow Exhibit 3). A portion of the hotel approximately 21.9 feet by 17.3 feet and 5 feet by 136.32 feet is located on the pervious surface of lots 13 and 14. Approximately 33% of the restaurant, the dimensions of which are 47 by 46 feet, is located on the pervious surface of lot 13. The buildings cover a total of 1,781 square feet. The total impervious surface on lots 14 and 13 is 14,371 square feet. The total non-tidal area of the two lots is 25,209 square feet. The impervious surface must be reduced by 1767 square feet. (R. 76).
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That a Final Order be entered requiring Billy Marlar and Rainbow Hotel to bring the project into compliance within 30 days by removal of 1767 square feet of impervious surface from the non-tidal portions of lots 13 and 14. DONE and ENTERED in Tallahassee, Leon County, Florida, this 18th day of August, 1989. STEPHEN F. DEAN Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, FL 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 18th day of August, 1989. ANNEX A Consideration of Proposed Findings of Fact The proposed findings of the Department of Community Affairs were read and considered as follows: Paragraphs 1-10 Adopted. Paragraph 11 The proposed dimensions are rejected as being contrary to the best evidence of the dimensions of the non-tidal area of the two lots. Paragraphs 12 & 13 Adopted. The proposed findings of Marlar and Rainbow Hotel were read and considered as follows: Paragraphs 1 & 2 Adopted. Paragraph 3 The existence of non-tidal land to a depth of 180 feet is rejected as contrary to the best evidence. Paragraph 4 & 5 Substantially adopted. Paragraphs 6 & 7 Rejected as a finding, although included as portions of the conclusions of law or statement of case. Paragraph 8 Some land has accreted; however, that the accretion is all pervious surface is rejected as contrary to best evidence. Paragraph 9 The stormwater management plan is irrelevant to how much of the pervious area of the two lots is covered with impervious structures. Paragraph 10 The city map is rejected as the best evidence of the area of the non-tidal area of the two lots. COPIES FURNISHED: L. Kathryn Funchess, Esquire David L. Jordan, Esquire C. Laurence Keesey, Esquire Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 Thomas G. Pelham, Secretary Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 Deborah Hardin-Wagner, Esquire Governor's Legal Office The Capitol, Room 209 Tallahassee, Florida 32399-0001 J. Ben Watkins, Esquire 41 Commerce Street Apalachicola, Florida 32 320 J. Patrick Floyd, Esquire 408 Long Avenue Post Office Drawer 950 Port St. Joe, Florida 32456 Honorable Jimmy Nichols Mayor, City of Apalachicola Post Office Box 10 Apalachicola, Florida 32320 Apalachicola Planning and Zoning Commission Post Office Box 10 Apalachicola, Florida 32320
The Issue The issue in this case is whether to grant the appeal of Valentinos Koumoulidis from the Planning and Zoning Board's denial of his application for variances from the requirement of a minimum lot width of 150 feet at the setback line and from the requirement of a minimum of 20 percent clear space.
Findings Of Fact When the Appellant, Valentinos Koumoulidis, bought the subject property, the building was being used as a six-unit motel--three units on each of two floors. There were approximately 1600 square feet of space on each of the two floors. The property fronts at 606 Bayway Boulevard; the back of the property is waterfront. In 1991, the Appellant applied for and was granted a parking variance and variances to enable him to convert the first floor to retail use and convert the second floor to a residence. Apparently construction was delayed, and in October, 1992, the Appellant reapplied for the variances to enable him to convert the first floor to retail use and convert the second floor to a residence, while withdrawing the application for a parking variance. (He had decided to convert from straight- in/back-out parking to an off-street parking lot.) In 1994, the Appellant again applied for variances, this time to allow him to add approximately 300 square feet of commercial space to the back of the first floor and approximately 900 square feet of residential space to the back of the second floor. The Board denied those variance requests in October, 1994. Rather than appeal, the Appellant decide not to pursue the addition of commercial space to the back of the first floor and, on December 22, 1994, instead applied for variances to allow him just to add approximately 900 square feet of residential space to the back of the second floor. (Of the 900 square feet, approximately 550 would be enclosed, and approximately 350 would be open deck.) The evidence (primarily through the testimony of Noel Woods, one of the Appellant's neighbors) was that the residential property in the immediate vicinity is comparable, in terms of square footage of living space per dwelling unit, to the Appellant's current second floor--i.e., approximately 1600 to 1700 square feet. There was some evidence that residential properties across the intracoastal waterway from the Appellant's property are valued as high as a million dollars. But the evidence (again, the testimony of Noel Woods) also was that condominium units in the immediate vicinity are valued at approximately $175,000. There was no evidence that the use the Appellant is making of his property (retail on the first floor and residential on the second floor) is not a reasonable use.
Findings Of Fact On September 13, 1977, SFWMD advised Coquina by letter that "[a]t its September 8, 1977 meeting the Governing Board of this District gave Conceptual Approval of [Coquina's] surface water management plan . . . subject to the four special conditions found on page 15 of the District's staff report. . . [and an] additional special condition Joint exhibit No. 5. The first special condition found on page 15 of the District's staff report requires that complete construction plans be submitted, including "supporting calculations for all design elements not already submitted and any other plans necessary to assure adherence to the concept plan." Joint exhibit No. 2, page 15. The plan approved by SFWMD is designed to lower the water table in a 22 square mile area northwest of Lake Okeechobee in Okeechobee County. In its natural state, the land lies under water for part of the year. The corporate owner of the land has plans to subdivide it and sell residential lots, beginning with the four contiguous sections as to which the present application for a construction permit has been made. These four sections (phase I) lie north and south of each other in the western portion of the larger tract. The proposed construction would consist of digging ditches or swales paralleling existing and planned roads; building intersecting collector swales running north and south; installing ditch checks where swales intersect; dredging a retention pond into which the collector swales could empty at the south end of the phase I tract; digging an outfill ditch to channel water leaving the retention area for Ash Slough; and erecting a weir, between the retention area and the slough. Culverts through the weir would be equipped "with standard flash board risers in which the water level is regulated by stop logs which can be added or removed," Coquina's exhibit No. 1, p. 10, and the culverts would ordinarily serve as the route by which water from the retention area would reach Ash Slough. Under extremely wet conditions, however, water from the retention area could overflow the weir. The intervening petitioners own land on Ash Slough downstream from the retention area and adjacent to the southern boundary of the phase I tract. No formal studies of the likely effects of the proposed construction downstream were undertaken by Coquina or by SFWMD in evaluating Coquina's application. The surface water management plan given conceptual approval by SFWMD provides: The quantity of runoff flowing to the south through existing sloughs will be controlled to protect the downstream areas against flooding whereas at the present there is no control. The amount flowing to the existing sloughs to the south during the 25 yr. design storm will be limited to the amount flowing to those sloughs before any development takes place. Lesser storms will be more completely retained on the property. Controlled discharge will be provided from retention areas to the existing sloughs for the purpose of nourishing these streams. Coquina's exhibit No. 1, p. 1. (Emphasis supplied) Since no records of the amount of discharge to Ash Slough "before any development" are in existence, certain assumptions and estimates were made. One such assumption on which the application for construction permit proceeds is that the phase I tract all drains to the south, in its present state. In fact, some of the water now leaving the phase I tract travels in a westerly direction and never enters Ash Slough, at least under some weather conditions. If the proposed construction is accomplished, the phase I tract would all drain to the south through Ash Slough. As things now stand, a significant amount of water leaves the phase I tract by evapotranspiration. If the water table were lowered two and a half feet, which is what Coquina proposes, less water would leave the phase I tract by evapotranspiration, leaving more water to flow over the ground. In estimating the quantity of the anticipated discharge to Ash Slough, if the proposed construction takes place, it is necessary to take into account drainage onto the phase I tract from adjoining lands. Coquina has failed to furnish plans and supporting calculations sufficient to insure that the proposed construction will not increase the amount of flow to Ash Slough during the 25 year design storm. Increased flow to Ash Slough would aggravate downstream landowners' drainage problems, unless the slough could handle the additional flow, a question which the application does not address. The foregoing findings of fact should be read in conjunction with the statement required by Stuckey's of Eastman, Georgia v. Department of Transportation, 34O So.2d 119 (Fla. 1st DCA 1976), which is attached as an appendix to the recommended order.
Recommendation Upon consideration of the foregoing, it is RECOMMENDED: That SFWMD deny Coquina's application for construction permit. DONE and ENTERED this 14th day of November, 1978, in Tallahassee, Florida. ROBERT T. BENTON, II Hearing Officer Division of Administrative Hearings Room 530, Carlton Building Tallahassee, Florida 32304 (904) 488-9675 APPENDIX Paragraph one of intervening Bass petitioners' proposed findings of fact has been adopted, in substance, insofar as relevant, except that the evidence did not demonstrate that downstream landowners would in fact be harmed. Paragraphs two, three, four, five, six and seven of intervening Bass petitioners' proposed findings of fact have been adopted, in substance, insofar as relevant. Paragraph one of respondent Coquina's proposed findings of fact has been adopted, in substance, insofar as relevant, except for the date of the application. Paragraphs two, three, four, five, six, seven, eight, nine and thirteen of respondent Coquina's proposed findings of fact have been adopted in substance, insofar as relevant. Paragraph ten of respondent Coquina's proposed findings of fact stated a conclusion of law, in part. While "testimony was presented that the construction of Phase I would have no substantial adverse affect [sic] on surrounding properties," the evidence as a whole did not establish this fact. Paragraphs eleven and twelve of respondent Coquina's proposed findings of fact have not been adopted because they were not established by the evidence, except for subparagraph eleven (f), which was proven. COPIES FURNISHED: John Henry Wheeler, Esquire South Florida Water Management District Post Office Box V West Palm Beach, Florida 33402 Robert Birenbaum, President Viking Communities Corporation (Coquina Water Management District) 123 Northeast 70 Street Miami, Florida 33138 Kyle S. Van Landingham, Esquire County Attorney Okeechobee County Courthouse Okeechobee, Florida 33472 Andrew B. Jackson, Esquire J.C. Bass & Bass Ranch, Inc. Post Office Box 488 Lake Placid, Florida 33852 Emerson Allsworth, Esquire 1177 Southeast Third Avenue Ft. Lauderdale, Florida 33316 Mr. Bob Wittenberg Division of Florida Land Sales and Condominiums The Johns Building 725 South Bronough Street Tallahassee, Florida 32304 Dr. Patrick M. McCaffrey Kissimmee Coordinating Council 2600 Blair Stone Road Tallahassee, Florida 32301 Mr. George Stansbury Central Florida Regional Planning Council Post Office Box 2089 Bartow, Florida 33830
Findings Of Fact On or about August 11, 1987 an application for conditional use approval to allow on-premises consumption of alcoholic beverages (4COP) was filed on behalf of Joseph W. McGoldrick for property located at 2848 Gulf to Bay Boulevard in Clearwater, Florida. The property is zoned general commercial (CG) and multiple family residential (RM-12). A public hearing before the Planning and Zoning Board was held on September 1, 1987. The Planning and Zoning Board voted 5-1 to grant conditional use approval for this application. A timely appeal was taken by Petitioners on September 15, 1987. Petitioners are surrounding property owners whose property is located within five hundred feet of the subject property. With this application, McGoldrick seeks approval for on-premises consumption of alcoholic beverages since he intends to convert the use of the property to a nightclub. The parties stipulated that the property in question is within five hundred feet of several residences, including Petitioners'.
The Issue The issue 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.
Findings Of Fact Based upon all of the evidence, the following findings of fact are determined: Background In these two cases, Respondent, City of Gainesville (City), seeks the issuance of a stormwater system management permit (stormwater permit) to construct a 2,000-foot long asphaltic trail/boardwalk, a parking facility and associated improvements for Phase 1A of the Hogtown Creek Greenway project in the north central portion of the City. That matter is docketed as Case No. 97-2845. The City also seeks the issuance of a noticed general environmental resource permit (NGP) to construct 481 square feet of piling supported structures over wetlands or surface waters for the same project. That matter has been assigned Case No. 97-2846. Respondent, St. Johns River Water Management District (District), is the regulatory agency charged with the responsibility of reviewing and approving the requested permits. Petitioner, Greenspace Preservation Association, Inc., is a not-for-profit Florida corporation primarily composed of persons who own real property adjacent to the route proposed by the City, as well as local environmental interests. Petitioners, Frank Ward, Sal Locascio, Frederick P. Peterkin, and Harold M. Stahmer, are individuals who own real property adjacent to the route proposed by the City for the Greenway. The parties have stipulated that Petitioners are substantially affected by the District's proposed action and thus have standing to initiate these cases. On March 28, 1997, the City filed applications for a stormwater permit and a NPG for Phase IA of the Hogtown Creek Greenway project. After conducting a review of the applications, including an on-site visit to the area, in May 1997, the District proposed to issue the requested permits. On June 9, 1997, Petitioners timely filed a Petition for Initiation of Formal Proceedings as to both intended actions. As amended and then refined by stipulation, Petitioners generally allege that, as to the stormwater permit, the City has failed to provide reasonable assurance that the project meets the permitting requirements of the District; the City has failed to provide reasonable assurance that the stormwater system will not cause violations of state water quality standards; the City has failed to provide reasonable asurance that the project satisfies the District's minimum required design features; and the City has failed to provide reasonable assurance that the stormwater system is capable of being effectively operated and maintained by the City. As to the NPG, Petitioners generally allege that the piling supported structure is not less than 1,000 square feet; the jurisdictional wetlands are greater than the area shown on the plans submitted by the City; the City has failed to provide reasonable assurance that the system will not significantly impede navigation; the City has failed to provide reasonable assurance that the system does not violate state water quality standards; the City has failed to provide reasonable assurance that the system does not impede the conveyance of a watercourse in a manner that would affect off-site flooding; the City has failed to provide reasonable assurance that the system will not cause drainage of wetlands; and the City failed to provide reasonable assurance that the system does not adversely impact aquatic or wetland dependent listed species. Respondents deny each of the allegations and aver that all requirements for issuance of the permits have been met. In addition, the City has requested attorney's fees and costs under Section 120.595(1)(b), Florida Statutes (Supp. 1996), on the theory that these actions were filed for an improper purpose. A General Description of the Project The Hogtown Creek Greenway is a long-term project that will eventually run from Northwest 39th Street southward some seven miles to the Kanapaha Lake/Haile Sink in southwest Gainesville. These cases involve only Phase 1A of that project, which extends approximately one-half mile. This phase consists of the construction of a 2,000-foot long asphaltic concrete trail/boardwalk, a timber bridge and boardwalk, a parking facility, and associated improvements. The trail will extend from the Loblolly Environmental Facility located at Northwest 34th Street and Northwest 5th Avenue, to the intersection of Northwest 8th Avenue and Northwest 31st Drive. The trail will have a typical width of ten feet. For the majority of its length, the trail will be constructed of asphaltic concrete overlying a limerock base, and it will generally lie at the existing grade and slope away from the creek. Besides the trail, additional work involves the repaving of Northwest 5th Avenue with the addition of a curb and gutter, the construction of an entrance driveway, paved and grassed parking areas, and sidewalks at the Loblolly Environmental Facility, and the widening and addition of a new turn lane and pedestrian crosswalk at the intersection of Northwest 8th Avenue and Northwest 31st Drive. The Stormwater Permit Generally The entire Phase IA project area lies within the Hogtown Creek 10-year floodplain. It also lies within the Hogtown Creek Hydrologic Basin, which basin includes approximately 21 square miles. The project area for the proposed stormwater permit is 4.42 acres. Water quality criteria Phase IA of the Greenway will not result in discharges into surface groundwater that cause or contribute to violations of state water quality standards. When a project meets the applicable design criteria under the District's stormwater rule, there is a presumption that the project will not cause a violation of state water quality standards. There are two dry retention basins associated with the project. Basin 1 is located at the cul-de-sac of Northwest 5th Avenue and will capture and retain the stormwater runoff from the new and reconstructed impervious areas at the Loblolly Facility. Basin 2 is located at the parking area and will capture and retain stormwater runoff at the existing building and proposed grass parking area. Under the stormwater rule, the presumptive criteria for retention basins require that the run-off percolate out of the basin bottom within 72 hours. The calculations performed by the City's engineer show that the two retention basins will recover within that timeframe. In making these calculations, the engineer used the appropriate percolation rate of ten inches per hour. Even using the worst case scenario with a safety factor of twenty and a percolation rate of one-half inch per hour, the two retention basins will still recover within 72 hours. The presumptive criteria for retention basins require that the basin store a volume equal to one inch of run-off over the drainage area or 1.25 inches of run-off over the impervious area plus one-half inch of run-off over the drainage area. The calculations performed by the City's engineer show that the two retention basins meet the District's volume requirements for retention systems. An applicant is not required to utilize the presumptive design criteria, but instead may use an alternative design if the applicant can show, based on calculations, tests, or other information, that the alternative design will not cause a violation of state water quality standards. As a general rule, the District applies its stormwater rule so that water quality treatment is not required for projects or portions of projects that do not increase pollutant loadings. This includes linear bicycle/pedestrian trails. The City's proposed trail will not be a source of pollutants. The City will install signs at both entrances to the trail to keep out motorized vehicles. Except for emergency and maintenance vehicles, motorized vehicles will not be permitted on the trail. The infrequent use by emergency or maintenance vehicles will not be sufficient to create water quality concerns. The construction of a treatment system to treat the stormwater from the trail would provide little benefit and would only serve to unnecessarily impact natural areas. Although treatment of the stormwater run-off from the trail portion of the project is not required under District rules, the run-off will receive treatment in the vegetated upland buffer adjacent to the trail. The District's proposed other condition number 3 will require the City to plant vegetation in unvegetated and disturbed areas in the buffer. This will reduce the likelihood of erosion or sedimentation problems in the area of the trail. Although disputed at hearing, it is found that the City's engineer used the appropriate Manning coefficient in the calculations regarding the buffer. Even without a vegetated buffer, run-off coming from the bicycle trail will not violate state water quality standards. The City will install appropriate erosion and sediment controls. These include siltation barriers along the entire length of both sides of the proposed trail prior to commencing construction. Such barriers will not allow silt or other material to flow through, over, or under them. The City will also place hay bales and any other silt fencing necessary to solve any erosion problem that may occur during construction. In addition, the permit will require an inspection and any necessary repairs to the siltation barriers at the end of each day of construction. Saturation of the limerock bed under the paved portion of the trail is not expected to cause a problem because heavy vehicles will not regularly use the trail. The trail portion of the project can be adequately maintained to avoid deterioration. Sensitive Karst Areas Basin criteria The two proposed dry retention basins for Phase 1A are located within the District's Sensitive Karst Areas Basin. They include all of the minimum design features required by the District to assure adequate treatment of the stormwater before it enters the Floridan aquifer and to preclude the formation of solution pipe sinkholes in the stormwater system. There will be a minimum of three feet of unconsolidated soil material between the surface of the limestone bedrock and the bottom and sides of the two retention basins. The appropriate mechanism for determining the depth of limestone is to do soil borings. The soil borings performed by the City show that there is at least three feet of unconsolidated material between the bottom of the basins and any limerock where the borings were taken. In other words, limestone would not be expected to be within three feet of the bottom of either basin. Based on the soil boring results, the seasonal high water table is at least six feet below ground level. The depth of the two retention basins will be less than ten feet. Indeed, the depth of the basins will be as shallow as possible and will have a horizontal bottom with no deep spots. To make the retention basins any larger would require clearing more land. A large shallow basin with a horizontal bottom results in a lower hydraulic head and therefore is less potential for a sinkhole to form. Before entering the basins, stormwater will sheet flow across pavement and into a grass swale, thereby providing some dispersion of the volume. Finally, the two retention basin side slopes will be vegetated. Special condition number 7 provides that if limestone is encountered during excavation of a basin, the City must over- excavate the basin and backfill with three feet of unconsolidated material below the bottom of the basin. Drainage and flood protection Contrary to Petitioners' assertions, the project will not adversely affect drainage or flood protection on surrounding properties. The trail will be constructed generally at existing grade. Because the trail will be constructed at existing grade, the net volume of fill necessary for Phase 1A is approximately zero. Therefore, there will not be a measurable increase in the amount of runoff leaving the site after construction, and the trail will not result in an increase in off-site discharges. District rules require that the proposed post- development peak rate of discharge from a site not exceed the pre-development peak rate of discharge for the mean annual storm only for projects that exceed fifty percent impervious surface. The proposed project has less than fifty percent impervious surface. Even though it is not required, the City has demonstrated that the post-development rate of discharge will not exceed the pre-development peak rate of discharge. Both basins will retain the entire mean annual storm so that the post-development rate of discharge is zero. Even during a 100-year storm event, the retention basins willl not discharge. Therefore, there will not be any increase in floodplain elevations during the 10, 25, or 100-year storm events from the proposed project. Operation and maintenance entity requirements The applicable requirements of Chapter 40C-42, Florida Administrative Code, regarding operation and maintenance, have been met by the applicant. The City proposes itself as the permanent operation and maintenance entity for the project. This is permissible under District regulations. The duration for the operation and maintenance phase of the permit is perpetual. The City has adequate resources and staff to maintain the phase 1A portion of the project. The public works department will maintain the stormwater management system out of the City's utility fund. The City provides periodic inspections of all of its stormwater systems. These inspections are paid for out of the collected stormwater fees. The City will also conduct periodic inspections of the project area, and the two retention basins will be easily accessed by maintenance vehicles. The City will be required to submit an as-built certification, signed and sealed by a professional engineer, once the project is constructed. Monthly inspections of the system must be conducted looking for any sinkholes or solution cavities that may be forming in the basins. If any are observed, the City is required to notify the District and repair the cavity or sinkhole. Once the system is constructed, the City will be required to submit an inspection report biannually notifying the District that the system is operating and functioning in accordance with the permitted design. If the system is not functioning properly, the applicant must remediate the system. The City will be required to maintain the two retention basins by mowing the side slopes, repairing any erosion on the side slopes, and removing sediment that accumulates in the basins. Mowing will be done at least six times per year. The City will stabilize the slopes and bottom areas of the basins to prevent erosion. The City has a regular maintenance schedule for stormwater facilities. The project will be included within the City's regular maintenance program. The City has budgeted approximately $80,000.00 for maintenance of the trail and vegetated buffer. Also, it has added new positions in its budget that will be used to maintain and manage the Greenway system. Finally, City staff will conduct daily inspections of the Phase 1A trail looking for problems with the vegetated buffer, erosion problems along the trail, and sediment and debris in the retention basin. If the inspections reveal any problems, the staff will take immediate action to correct them. The Noticed General Environmental Resource Permit Generally By this application, the City seeks to construct 481 square feet of piling supported structures over wetlands or surface waters. The proposed structures include a 265 square foot timber bridge over an un-vegetated flow channel, which connects a borrow area to Possum Creek, and a 216 square foot boardwalk over two small wetland areas located south of the flow channel. None of the pilings for the bridge or boardwalk will be in wetlands, and no construction will take place in Hogtown or Possum Creeks. The paved portion of the trail will not go through wetlands, and there will be no dredging or filling in wetlands. The receiving waters for the project are Hogtown and Possum Creeks. Both are Class III waters. Hogtown Creek originates in north central Gainesville and flows southwest to Kanapaha Lake/Haile Sink in southwest Gainesville. Possum Creek originates in northwest Gainesville and flows southeast to its confluence with Hogtown Creek south of the proposed bridge structure. Wetlands The total area of the proposed bridge and boardwalk over surface water or wetlands is approximately 481 square feet. The wetland delineation shown on the City's Exhibit 5A includes all of the areas in the project area considered to be wetlands under the state wetland delineation methodology. The United State Army Corps of Engineers' wetland line includes more wetlands than the District wetland line. The former wetland line was used to determine the area of boardwalk and bridge over wetlands. Even using this line, however, the total area of boardwalk over surface waters or wetlands is approximately 481 square feet and is therefore less than 1,000 square feet. Navigation The proposed system does not significantly impede navigation. Further, the structures will span a wetland area and an un-vegetated flow channel, both of which are non-navigable. In fact, the flow channel generally exhibits little or no flow except after periods of rainfall. Water quality The construction material that will be used for the bridge and boardwalk will not generate any pollutants. Morever, chemical cleaners will not be used on those structures. Silt fences will be used and vegetation will be planted in the vicinity of the bridge and boardwalk to prevent erosion and sedimentation problems. The amount of erosion from drip that comes off the boardwalk will be minimal. Therefore, the bridge and boardwalk will not cause a violation of state water quality standards. Off-site flooding The project will not impede conveyance of any stream, river, or other water course which would increase off-site flooding. The structures will completely span the wetland areas and flow channel, and no part of the structures, including the pilings, will lie within any water or wetland areas including the flow channel. There will be a span of 2.5 to 3 feet from the horizontal members of the bridge and boardwalk down to the ground surface which will allow water to pass through unobstructed. Further, there will not be any cross ties or horizontal obstructions on the lower portions of the boardwalk or bridge pilings. Further, due to the spacing of the pilings, the boardwalk and bridge will not trap sufficient sediment such as leaves to impede the conveyance of the flow channel. Therefore, conveyance through the flow channel will not be affected by the structures. Because the boardwalk and bridge are not over Hogtown or Possum Creeks, they will not cause any obstruction to the conveyance of the creeks. Aquatic and wetland dependent listed species The project will not adversely affect any aquatic or wetland dependent listed species. These species are defined by District rule as aquatic or wetland dependent species listed in Chapter 39-27, Florida Administrative Code, or 50 Code of Federal Regulations, Part 17. No such species are known to exist in the project area, and none are expected to exist in the location and habitat type of the project area. Therefore, contrary to Petitioners' assertions, there are no listed salamander, frog, turtle, or lizard species known to occur within the Hogtown Creek basin. Although it is possible that the box turtle may be found in the project area, it is not an aquatic or wetland dependent listed species. One baby American alligator (between two and three feet in length) was observed in the borrow pit area of the project on September 11, 1997. Except for this sighting, no other listed animal species have been observed in the project area. As to the alligator, the only area in which it could nest would be in the existing excavated borrow pit, and none of the proposed construction will take place in that area. More than likely, the alligator had walked into the area from Clear Lake, Kanapaha Prairie, or Lake Alice. The proposed structures will not affect the movement of the alligator nor its feeding habits. Drainage of wetlands Because the boardwalk and bridge are elevated structures over waters and wetlands, and the City has not proposed to construct ditches or other drainage systems, the proposed system will not cause drainage of the wetlands. Coral/macro-marine algae/grassbeds The proposed system is not located in, on, or over coral communities, macro/marine algae, or a submerged grassbed community. D. Were the Petitions Filed for an Improper Purpose? Prior to the filing of their petitions, Petitioners did not consult with experts, and they prepared no scientific investigations. Their experts were not retained until just prior to hearing. Petitioners are citizens who have genuine concerns with the project. They are mainly longtime residents of the area who fear that the Greenway will not be properly maintained by the City; it will increase flooding in the area; it will cause water quality violations; and it will attract thousands of persons who will have unimpeded access to the back yards of nearby residents. Although these concerns were either not substantiated at hearing or are irrelevant to District permitting criteria, they were nonetheless filed in good faith and not for an improper purpose.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the St. Johns River Water Management District enter a final order approving the applications of the City of Gainesville and issuing the requested permits. DONE AND ENTERED this 19th day of December, 1997, in Tallahassee, Leon County, Florida. DONALD R. ALEXANDER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 SUNCOM 278-9675 Fax Filing (904) 921-6847 Filed with the Clerk of the Division of Administrative Hearings this 19th day of December, 1997. COPIES FURNISHED: Henry Dean, Executive Director St. Johns River Water Management District Post Office Box 1429 Palatka, Florida 32178-1429 Samuel A. Mutch, Esquire 2790 Northwest 43rd Street Suite 100, Meridien Centre Gainesville, Florida 32606 Jennifer B. Springfield, Esquire Mary Jane Angelo, Esquire Post Office Box 1429 Palatka, Florida 32178-1429 Richard R. Whiddon, Jr., Esquire Post Office Box 1110 Gainesville, Florida 32602-1110
Findings Of Fact Ben A. Posdal is the owner of property commonly known as 166 Brightwater Drive, in the City of Clearwater, Florida. On August 7, 1986, he applied for variances to construct two wooden decks on his property, located at the above address. The property which is the subject of the variance request is a building which contains four apartments, which are rented by Ben A. Posdal to various tenants. On August 28, 1986, the Development Code Adjustment Board (DCAB) denied the variance requested by Mr. Posdal on the grounds that he had not demonstrated a hardship and that he had not demonstrated that the requested variance would not violate the general spirit and intent of the Clearwater Land Development Code. On September 9, 1986, an appeal was filed by Ben A. Posdal from the decision of the Development Code Adjustment Board. The appeal alleges that the DCAB decision was arbitrary, capricious and unreasonable on the following grounds: Other properties allegedly are in violation of the back line setback regulations; The DCAB failed to give enough evidentiary weight to photographs he submitted; and Appellant allegedly is being deprived of the beneficial use of the property in a manner commensurate with the community. There are no physical conditions which are unique to the property. There is no particular physical surroundings, shape or topographical condition that would result in an unnecessary hardship upon the Appellant. Failure to obtain a variance would not impinge upon Appellant's use of the property in any way. The record on appeal contains competent, substantial evidence to support the DCAB decision. Nonconforming uses in the area of the subject property are legal nonconforming uses.
The Issue The issues are whether David Boston should be issued an environmental resource permit and sovereign submerged lands authorization allowing him to construct 96 linear feet of rip rap revetment; construct a private dock of less than 1,000 square feet; and place 3,500 square feet of fill in non-jurisdictional areas; and whether he qualifies for a general permit to place a fill pad in isolated wetlands adjacent to the St. Johns River, a Class III waterbody.
Findings Of Fact Based upon all of the evidence, the following findings of fact are determined: In this permitting dispute between neighbors, Petitioner, Vincent R. D'Antoni, Jr., contends generally that Respondent, David Boston (Boston), will cause flooding to Petitioner's property by reason of placing too much fill on an isolated wetland, which lies in the center of Boston's property. The filling is in conjunction with Boston's efforts to construct a single-family residence and private dock on his property, purchased in June 1998, which lies adjacent to the St. Johns River, a Class III waterbody, in Duval County, Florida. In preliminary decisions made on November 5, 1998, and January 21, 1999, Respondent, Department of Environmental Protection (DEP), "acknowledge[d] receipt" of Boston's intent to use a noticed general permit "to fill less than 4,000 square feet of an isolated wetland to facilitate construction of a single family home" on his lot (Case No. 99-2861), and gave notice of its intent to issue Boston an environmental resource permit and sovereign submerged lands authorization allowing him to construct a rip rap revetment and a dock and to place 3,500 square feet of fill in mainly non-jurisdictional areas (Case No. 99-1916). Although a number of objections were raised by Petitioner in his original filings, as clarified at the final hearing, Petitioner now contends that Boston placed excessive fill on his lot, including an isolated wetland, and that the fill has resulted in flooding, saturated soil, or standing water on Petitioner's property. He also contends that the location of Boston's proposed dock will affect the ability to use his own dock. Because no evidence was presented on the docking issue, and through admissions Petitioner acknowledged that there will be no adverse environmental impacts, no consideration will be given to those objections. Finally, Petitioner does not object to the placement of the rip rap revetment on the shoreline. Accordingly, the request for an environmental resource permit and consent to use sovereign submerged lands in Case No. 99-1916 should be approved. The property in issue lies just south of the Jacksonville University Country Club and a few blocks west of University Boulevard North on Wayland Street, which fronts the eastern side of the St. Johns River in a tract of land known as University Park. Except for the Boston lot, all other waterfront lots are now developed. When facing the river from Wayland Street, Petitioner's lot lies to the right of Boston's lot, while another lot owned by Robert Henderson (Henderson) lies to the left of Boston's lot. The lots are up to 500 feet deep; Boston's lot is around 96 feet wide, while Petitioner's lot has a similar width but narrows to only 20 feet or so near the river. At the river end of the D'Antoni, Boston, and Henderson lots is an area of contiguous wetlands. Until 1995, DEP regulated those wetland areas and this prevented D'Antoni and Henderson from placing any fill in those areas. Under DEP's current wetland delineation rule, however, such areas are non- jurisdictional, and any placement of fill at the river end is outside the purview of DEP's jurisdiction. Before Boston's lot was cleared and filled, it was about a foot lower in elevation than the D'Antoni lot; this was true even though Petitioner has never changed the natural grade of his property since it was purchased and developed. Therefore, water tended to flow naturally from an upland area north or east of the D'Antoni lot, through the D'Antoni lot to Boston's lot, and then through the lower part of the Henderson lot populated by "very mature cypress trees," and eventually into the St. Johns River. According to a 1977 aerial photograph, the Boston lot contained what appears to be a tidal connection from an uplands area through the wetlands on his property to the river. However, construction on property adjacent to the Henderson lot sometime after 1977 severed this connection, and a tidal connection (direct hydrologic connection) to the river no longer exists. Under Rule 62-341.475(1)(f), Florida Administrative Code, "a single family residence" is exempt from the Environmental Resource Program permitting and a general permit will be granted "as long as it is not part of a larger plan of common development," and "the total area of dredging or filling in isolated wetlands for the residence and associated residential improvement shall not exceed 4000 square feet." Since there is no longer a direct hydrologic connection between the wetlands on Boston's property and the St. Johns River, the wetlands are isolated within the meaning of this rule. Availing himself of the foregoing provision, on October 19, 1998, Boston gave notice to DEP "of [his] intent to use a noticed general permit to fill less than 4,000 square feet of an isolated wetland" on his property. He also provided certain drawings and other information (prepared by his surveyor) to show that he qualified for the permit. DEP does not "issue" a noticed general permit; rather, it only determines whether the applicant qualifies for a permit and then "acknowledges" this fact. Accordingly, on November 5, 1998, DEP "acknowledge[d] receipt" of Boston's notice. Although DEP encourages the user of such a permit to notify affected or adjoining property owners, there was no legal requirement that Boston do so, and he proceeded to clear the lot and then fill a part of the wetland area with two or three feet of dirt without giving notice to Petitioner or Henderson, his two neighbors. The filling raised the elevation of the Boston property at least two feet above the D'Antoni and Henderson lots and impeded the prior natural flow of water. At the same time, Boston constructed a three to four-foot timber wall (consisting of railroad ties) on the Henderson property line to retain the fill and a similar two-foot wall on Petitioner's line. These changes had the effect of impounding the water which had previously flowed naturally in a north-south direction through the wetlands from the D'Antoni lot to the Boston lot to the Henderson lot. It also generated runoff from the Boston lot to the D'Antoni lot, which had not previously occurred. When Petitioner observed the adjacent lot being cleared and filled, and the resulting erosion of fill onto his property, pooling of water, and damage to his chain link fence after a heavy rain in January 1999, he filed a complaint with DEP. An inspection was made by DEP, and Boston was told to stop work until corrective changes were made to ensure that such flooding would not occur. After a series of changes were made which satisfied DEP's concerns, the stop work order was lifted. Boston also signed a consent order and paid a $100.00 fine. However, pending the outcome of these cases, no further construction work has occurred. Petitioner has contended that Boston has placed more than 7,200 square feet of fill on his property in violation of the rule, which limits the amount of fill to less than 4,000 square feet. While this amount of filling has in fact occurred, approximately 3,500 square feet of fill was placed in non- jurisdictional areas between the shoreline and the isolated wetlands, and the rule only requires that Boston limit his fill to less than 4,000 square feet on the isolated wetland. Thus, contrary to a suggestion by Petitioner's engineer, the jurisdictional and non-jurisdictional filling are not totaled together to determine whether the threshold within the rule has been exceeded. Through photographs received in evidence and testimony by Petitioner and his wife, it was established that flooding or standing water has occurred on Petitioner's property during heavy rainfalls since the filling occurred, even as recently as January 2000. The evidence further shows that Petitioner's chain link fence has been damaged through the weight of the fill pressing against the fence. In addition, Petitioner has suffered the loss of "a couple of trees" because of "mucky" and "oversaturated" soil caused by excessive water. Also, a dog house on a raised platform in the back yard which was previously dry now "stays in water." These affected areas lie immediately adjacent to the filled area of the isolated wetland on Boston's property. Finally, there is an erosion problem beyond the isolated wetland consisting of sand and silt flowing from Boston's lot onto Petitioner's lot during heavy rainfalls. Despite these problems, Petitioner does not object to the development of the lot; he only asks that Boston do so in a manner which prevents these conditions from recurring in the future. Petitioner's engineering expert, Ronnie D. Perron (Perron), a professional engineer who visited the site in August 1999, ran a computer model (Interconnected Channel and Pond Routing, Version 2.11) showing runoff both before and after the fill was placed on Boston's lot. He concluded that "there was over one and a half feet of flooding in that wetlands due to filling Mr. Boston's lot" during a "mean annual storm event," which assumes five inches of rain during a 24-hour period. Even when he used more conservative estimates, Perron still arrived at water accumulations ranging from 0.6 feet to 1.5 feet. This excessive runoff is caused by the retaining wall and fill, which "blocks off" the water and causes it to "spread out in [Petitioner's] whole back yard." In response to Perron's model, a DEP professional engineer, David P. Apple (Apple), ran another computer model (PONDS, Version 2.25) received in evidence as Respondent's Exhibit No. 14. That model shows that during a three-year, one- hour storm event, the small depressed area on Boston's property (including the isolated wetland) had sufficient storage capacity to absorb up to six inches of runoff from off-site areas and not overflow back onto Petitioner's property. This size of storm event (which produces two and one-half inches of rain in an hour) is typically used by the Department in calculations for single- family residential property when the impervious area site is less than fifty percent. In this case, Apple didn't "feel that the impervious area out there was greater than [fifty] percent." Therefore, Apple concluded that the storm event used by Perron was too large, and that the smaller event used in his model was more appropriate. He also concluded that the Boston property could retain all water in a normal storm event without discharging any stormwater onto the D'Antoni lot. He did not, however, address the issue of the fill and retaining wall on the Boston lot impounding the water on his neighbor's lot. In developing the input perameters for his model, Apple assumed that water falling at the front (Wayward Street) side of the D'Antoni property drained to the front roadway; in fact, much of that water drains to the rear of the lot into the wetland area. A similar incorrect assumption was made regarding runoff on the Boston lot. If modifications were made to account for the proper drainage patterns, the Apple model would show larger amounts of water staging on the Boston property during rainfall events, which would increase the possibility of runoff onto the D'Antoni lot. Apple questioned the accuracy of the Perron model given the fact that Perron had used a larger storm event than he (Apple) believed was appropriate. However, even if Perron had used a three-year, one-hour storm event on his computer model, as advocated by Apple, he established that it would have resulted in flood staging on Petitioner's property between 0.97 and 1.64 feet during a smaller storm event. DEP proposed no solutions to the water problems on the D'Antoni lot, presumably because it concluded that the rule was satisfied; that by filling the Boston lot, it was no longer the "stormwater pond for the neighborhood runoff"; and that DEP had no other regulatory authority to solve this peculiar situation. The record shows clearly, however, that if no changes are made, water will continue to back up on Petitioner's property by virtue of the higher elevation on the Boston lot, and the possibility of runoff from Boston's lot exists during certain storm events. Neither condition existed before the fill was added. To correct the foregoing conditions, Perron proposes two corrective measures. First, Boston should install a yard drain (underground culvert) beginning in the wetlands area of his property and outfalling to the cypress trees on the adjacent Henderson lot. Besides providing an outfall for the excess water, this would also help recharge the mature cypress trees on the Henderson lot. Second, D'Antoni should install a series of "yard drains" using high-density polyethylene pipes to convey the standing water on his lot directly into the St. Johns River. The expert opined that neither activity would require a permit from DEP. These modifications are reasonable and appropriate and should be used by the factioning parties. Accordingly, the installation of a yard drain should be a condition for Boston to use his noticed general permit.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection enter a final order granting the application for a permit and consent in Case No. 99-1916 and confirming that David Boston qualifies for use of a noticed general permit in Case No. 99-2861 provided, however, that such use be conditioned on Boston constructing an underground culvert with a yard drain from the wetland area on his lot to the St. Johns River. DONE AND ENTERED this 22nd day of March, 2000, in Tallahassee, Leon County, Florida. DONALD R. ALEXANDER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 22nd day of March, 2000. COPIES FURNISHED: Kathy Carter, Agency Clerk Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Vincent R. D'Antoni, Jr. 3824 Wayland Street Jacksonville, Florida 32277 David Boston 2262 Orchard Street Jacksonville, Florida 32209 Francine M. Ffolkes, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Teri Donaldson, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000
