Findings Of Fact The Respondent Debra Flynn has submitted an application to the DER to construct a dock extending 190 feet waterward of the mean high water line of waters of the state, which would also extend 80 feet landward of the mean high water line through a transitional wetland area. The landward extent of the dock will completely span the DER's wetland jurisdiction at the project site. A raised "pad" of fill upon which the applicant's house would be constructed and a filled driveway, although originally a part of this application, has been altered in design by the applicant such that those two items have been removed from the geographical extent of the DER's jurisdiction and those two items in the proposed project are no longer at issue. The applicant's lot is approximately 300 feet deep by 100 feet wide. This lot is one of many similarly sized lots which border Niles Channel on the east and Nyles Road on the west, on Summerland Key. These lots vary in nature from tidally inundated mangrove wetlands to a combination of upland and transitional wetlands fringed by mangroves along the water's edge. The portion of the applicant's lot nearest to Nyles Road is primarily characterized by upland vegetation extending approximately 75 to 100 feet in an easterly direction from the road. The elevation gradually decreases toward the waterfront of the lot on Niles Channel, with buttonwood (Conocarpus erecta), dropseed (Sporobolus sp.), key grass (Monanthochloe littoralis), and sea daisy (Borrichia sp.) being the dominant species over most of the applicant's lot. Over the northern side of the property adjacent to adjoining lot 34, a pocket of black mangroves (Avicennia germinans) extends inland, nearly to the upland area described above. As the lot elevation drops toward the shoreline, mangrove growth occurs more frequently, culminating in a dense mangrove fringe bordering Niles Channel. This mangrove fringe becomes well established some 30 feet landward of the approximate mean high water line, being dominated by black and white mangroves. Waterward of the mean high water line, red mangroves dominate for a distance of approximately 30 feet out into Niles Channel. The landward portion of the dock would have only minimal environmental impacts on the transitional wetlands as established by DER's expert witness Meyer and witness Kephart. No contradictory evidence was submitted in this regard. The bottom of Niles Channel extending 65 feet waterward of the mangrove fringe area is characterized by a hard caprock substrate covered with somewhat coarse sediments and loose algaes. In addition to the loose algae, the bottom, attached marine life communities are characterized by red, brown and green algae, sponges, anemones and hard corals. Waterward of this initial 65 foot zone, a relatively narrow zone of seagrasses is encountered. This zone of seagrass extends about 15 to 20 feet in width, forming a somewhat broken, noncontinuous band extending from north to south across the front of the property. Within this seagrass band, the primary growth is turtlegrass (Thalassia testudinum). There are smaller amounts of Cuban shoalweed (Halodule wrightii). Continuing waterward of this seagrass growth, the vegetative bottom coverage decreases with sandy patches becoming larger and more frequent. The bottom profile also becomes more rough and irregular, characterized by the presence of dissolved limerock holes as well as outcroppings. These holes and outcroppings provide excellent habitat for shelter-dependent fish and invertebrate species, such as spiny lobster and stone crabs. The area constitutes-prime nursery habitat for spiny lobsters and stone crabs. Water depth where the dock, as originally proposed, would terminate, which is in the area of the lobster and crab habitat, is approximately one and one-half to two feet deep at mean low water. The dock as presently proposed would extend some 30 feet beyond that area, or about 160 feet from the waterward edge of the shoreline mangrove fringe, or 190 feet from the mean high water line. Thus, the dock as presently proposed would terminate in a flat or sandy area which is somewhat deeper or about two to two and one-half feet deep at mean low water. Termination of the dock at that point, with boat traffic involved with the dock beginning and ending at that point will result in less likelihood of damage to the lobster and crab and other more fragile marine life habitat which occurs landward of the 190 foot termination point. At this point, the dominant marine species are patchy growths of red algae (Laurencia sp.). These growths are less susceptible to damage from prop-wash and wakes of boats than are the more landward areas characterized by turtlegrass, Cuban shoalweed and the "hole and outcrop" nursery habitat area for fish, lobsters and stone crabs. The physical and biological characteristics of the water bottom at this 190 foot distance offshore are more compatible with boat usage. The bottom here is characterized by hard caprock close to the surface, with a shallow overlying layer of inorganic, coarse-grained sediment consisting primarily of pulverized rock. There are very little or no seagrasses at this point. The applicant's boat draws approximately 12 inches of water underway and 18 inches at rest, and the dock is for the private use of the applicant only. The water depth at the termination point of the dock effectively precludes the applicant from navigating to and from the proposed dock with a significantly larger, more powerful boat and thus the physical characteristics of the water depth and hard bottom existing at the dock site themselves effectively limit the likelihood of harmful prop scouring or boat grounding damage. Impacts on water quality caused by the installation and operation of the proposed dock to the extent of its use by the applicant's private boat only, will be minimal. Some turbidity and disruption of marine life will inevitably occur during construction, but this will have no serious impact on either water quality or marine resources. The dock, as it is proposed to be constructed, will be at least three feet above mean high water level. It will be sufficiently narrow in width so as to preclude significant shading of seagrasses from sunlight and resultant death or damage to the seagrass beds between the end of the dock and the mean high water line, such that no water quality violation or harm to these marine resources will ensue. The proposed construction will not eliminate valuable marine resources in Niles Channel and will have no immediate or long-term adverse impact on the quantity or quality of the State's natural marine resources through the loss of habitat in the Niles Channel area involved. Because of the varying amounts of wetlands encompassed in the lots in the Niles Channel subdivision, it is unlikely that all of the lots in the area will be developed, or that a great number of docks similar to the proposed dock will be constructed. The Petitioner's expert witness, Mr. Robertson, established that less than half of the lots in this subdivision are suitable for or likely to be developed. The Petitioner's own witness, Fahrer, also established that Monroe County is planning to restrict development in this area through their zoning power. Accordingly, there is no reasonable expectation that many similar docks will be constructed in the Niles Channel area. Further, the recent amendments to the DER's organic statutes and related rules which took effect on October 1, 1984 mandate consideration of additional restrictive criteria involving effects of such projects on wildlife habitat, which will further serve to restrict development along the shoreline in this area. The shoreline in this subdivision is essentially undeveloped, with only one other dock presently in place, which is longer and extends further into Niles Channel than does the proposed dock. Although there was testimony by witnesses for Petitioner that the proposed dock would entail bone fishermen having to navigate out and around the dock, this testimony does not establish the premise that the dock will pose a serious impediment to navigation. The proposed dock may add slightly to the disruption of some recreational fishing navigation, however, since the adjacent property has the longer dock already in place, any disruption caused by this proposed shorter dock will not be significant and will not be contrary to the public interest in terms of navigation impediment.
Recommendation Having considered the foregoing Findings of Fact, Conclusions of Law, the evidence of record, the candor and demeanor of the witnesses and the pleadings and arguments of the parties, it is, therefore RECOMMENDED: That the State of Florida, Department of Environmental Regulation grant the application of Debra Flynn for a dock construction permit in accordance with the conditions delineated above. DONE and ENTERED this 9th day of April, 1985 in Tallahassee, Florida. P. MICHAEL RUFF Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 9th day of April, 1985. COPIES FURNISHED: Douglas H. MacLaughlin, Esq. James L. Torres, Legal Intern Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 James Hendricks, Esq. 317 Whitehead Street Key West, Florida 33040 Joel L. Beardsley Route 2, Box 441 Summerland Key, Florida 33042 Victoria Tschinkel, Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301
Findings Of Fact The Florida Department of Transportation (DOT) is currently engaged in widening State Road (SR) 5, the Overseas Highway, to four lanes on Marathon Key. To handle surface water runoff from a portion of the project, DOT received approval from the South Florida Water Management District for a surface water management system which included two retention ponds (west pond and east pond) to be located on Marathon Airport.1 On May 23, 1985, DOT filed an application with DER for authorization to construct four Class V, group five stormwater drainage wells within the retention ponds on Marathon Airport. DOT proposed to locate three wells within the west pond and one well within the east pond to comply with a Federal Aviation Administration (FAA) request that water levels be minimized to deter the attraction of birds which could present a hazard to aircraft navigation. By letter dated August 12, 1985, DER forwarded to DOT permit number US44-104852, dated July 26, 1985, for construction of the subject wells. Upon its receipt of the permit, DOT let the contracts for the widening of SR 5; however, neither DER nor DOT published notice of DER's intent to issue the requested permit. On November 29, 1985, a few days after he received actual notice that the permit had been issued, Robert C. Ernst filed a request for hearing with DER contesting its issuance. Mr. Ernst owns a home which lies atop the groundwaters to be impacted by the subject permit and which abuts Dodge Lake, a Class III surface water body; Mr. Ernst uses the waters of Dodge Lake for swimming, fishing, and other recreational pursuits. On December 20, 1985, Mr. Ernst and others, on behalf of Neighbors for Clean Canals (NCC), filed a request for hearing challenging the same permit. NCC was alleged to be a neighborhood association, formed December 17, 1985, to represent the interests of property owners affected by the proposed project; however, no such proof was offered at hearing. The retention ponds proposed by DOT are designed to accommodate the first inch of stormwater runoff.2 Significantly, the first 1/2" of runoff from a highway system contains the bulk of pollutants. By retaining this runoff, and permitting it to evaporate or percolate through the soils underlying the retention ponds, any adverse impact to the ground waters is minimized. DOT's proposal to install four injection wells within the ponds will deprive them of their retention capability. These wells will, within a 12-20 hour period, inject the first 1/2" of runoff (over 1 million gallons) directly into the groundwaters. Therefore, evidence of the nature of the pollutants, the quality of the receiving waters, and the geologic and hydrologic qualities of the area are significant. Highway runoff contains high concentrations of pollutants ranging from toxic mutagenic and carcinogenic substances such as heavy metals (primarily lead and zinc), pesticides, and herbicides to oxygen consuming materials and solids which cause damages such as siltation and eutrophication. These pollutants, including oils, greases, and copper, can have significant adverse effects upon the quality of the receiving waters and the life forms it supports. Underlying the proposed retention ponds is an aquaclude which extends from the surface to a depth of 30-40 feet. This aquaclude, a hard layer formation with very poor percolation qualities, will preclude any waters injected below it from returning to the surface and will direct their flow laterally. Since the maximum depths of Dodge Lake and the 100th Street Canal are 13' and 21' respectively, injection of the stormwater runoff at 50', well below the existing aquaclude, provides reasonable assurances that these water bodies will not be adversely impacted by the proposed project. However, the impacts to the groundwater and other water bodies is not so clear. Other than sampling the groundwater to establish its character as Class III groundwater,3 DOT and DER did not perform any water quality analysis. Accordingly, the existing quality of the receiving groundwaters was not shown. Further, there was no showing of the hydrologic characteristics of the area. Therefore, there was no evidence of the mixing or dilution of the contaminants which would be injected, or of their ultimate point(s) of discharge into the surface waters surrounding Marathon Key.4 DOT and DER assert that "specific conditions" #4 and #5 attached to the subject permit will provide assurances that injection of the stormwater runoff will not cause or contribute to a violation of water quality standards. Those conditions provide: The following parameters shall be sampled at Well W-2 Florida Department of Transportation drawing sheet 3 of 5 and Well E-1 Florida Department of Transportation drawing sheet 4 of 5 and reported quarterly to the Department ninety (90) days following certification and placement of this facility in operation. The parameters to be sampled are: Napthalene, Lead and volatile organic compounds including: Trichloroethylene, Tetrachloroethylene, Carbon Tetrachloride, Vinyl Chloride, 1,1,1,-Trichloroethane, 1,2- Dichloroethane, Benzene, and Ethylene Dibromide. The discharge authorized by this permit shall be consistent at all times with the water quality standards set forth in Chapter 17-3, Florida Administrative Code. Should conditions in the receiving stream warrant, the Permittee may be required by the Department to upgrade, reduce, or cease the discharge approved by this permit and adopt an alternative method of disposal within a reasonable period of time. Under specific condition #4, the ground waters will be sampled at one injection well within each of the retention ponds. Without evidence of the mixing and flow characteristics of the groundwater, the reliability of the proposed monitoring program is questionable since it was not shown where, transitionally or ultimately, the pollutants would settle. Absent such proof, there is no evidence that the wells are sited so as to detect any water quality violations. Therefore, specific conditions #4 and #5 do not provide reasonable assurances that the proposed project will not cause or contribute to a violation of water quality standards.
Conclusions The Division of Administrative Hearings has jurisdiction over the parties to, and the subject matter of, these proceedings. Petitioners, Robert C. Ernst and Neighbors for Clean Canals (NCC), pursuant to Section 120.57, Florida Statutes, contest the decision of DER to issue a permit to DOT to construct four Class v, group five-stormwater drainage wells. Pertinent to this proceeding, Section 120.57 provides: The provisions of this section apply in all proceedings in which the substantial interests of a party are determined by an agency. When standing is resisted, as it is in this proceeding, the burden is on the protestant to prove standing. State, Department of Health and Rehabilitative Services, v. Alice P., 367 So. 2d 1045 (Fla. 1st DCA 1979). Chapter 120, Florida Statutes, does not attempt to define substantially affected persons. The Florida courts have, however, adopted the federal "injury-in-fact" and "zone of interest" tests governing standing. Montgomery v. Department of Health and Rehabilitative Services, 468 So. 2d 1014 (Fla. 1st DCA) 1985). Under this two-prong test, a person is substantially affected if he can demonstrate that he will suffer "injury-in- fact" which is of sufficient immediacy to entitle him to relief and the injury is of a type or nature which the proceeding is designed to protect (the "zone of interest"). Where, as here, an association institutes a proceeding on behalf of its members, it can be accorded standing only when it demonstrates that a substantial number of its members, although not necessarily a majority, are substantially affected by the proposed agency action, the nature of the injury is of a type which the proceeding is designed to protect: and, the relief requested is of a type appropriate for an association to receive on behalf of its members. See Florida Home Builders Assoc. v. Department of Labor and Employment Security, 412 So. 2d 351 (Fla. 1982). Mr. Ernst has demonstrated his standing to maintain this action. His home lies atop the groundwaters to be impacted by the proposed project and he uses the waters proximate to the proposed wells which could be adversely impacted if the wells were not properly constructed or sited. NCC failed, however, to demonstrate its standing since it failed to offer any evidence that a substantial number of its members could be substantially affected by the proposed project or that the interest sought to be protected was within the association's general scope of interest and purpose. Although Mr. Ernst has demonstrated standing, DOT asserts that his petition was untimely since it was filed more than three months after DOT received its permit. DOT's assertion is without merit. It is established law that persons whose substantial interests may be affected by proposed agency action must be accorded a point of entry into the proceedings. See Capeletti Brothers, Inc. v. Department of Transportation, 362 So. 2d 346 (Fla. 1st DCA 1978). Until accorded notice, actual or constructive, such person has not been offered a point of entry. Rule 17-103.150, F.A.C., provides a method to assure constructive notice is given to all substantially affected persons, and to limit the time within which a request for an administrative hearing may be filed. That rule provides that each person who filed an application for a DER permit may publish a notice of proposed agency action in a newspaper of general circulation in the county in which the activity will be located. If notice is published, a person whose substantial interests might be affected by the proposed action must file his request for hearing within 14 days of the date of publication. Significantly, the rule also provides: Since persons whose substantial interests are affected by a Department decision on a permit application may petition for an administrative proceeding within fourteen (14) days after receipt of notice and since, unless notice is given or published as prescribed in this rule, receipt of notice can occur at any time, the applicant or persons benefiting from the Department's action cannot justifiably rely on the finality of the Department's decision without the notice having been duly given or published. DOT elected not to publish notice under the provisions of Rule 17-103.150, F.A.C., and cannot justifiably rely on the finality of DER's decision. Mr. Ernst's petition for hearing, filed within a few days of his receipt of notice, was timely. 5 DER has jurisdiction over the permitting of the proposed four Class V, group five-stormwater drainage wells pursuant to Section 403.087, Florida Statutes, and Chapters 17-4 and 17-28, F.A.C. A party seeking approval to inject stormwater drainage into Class G-III water must provide reasonable assurances that the project will not violate water quality standards set forth in Rule 17-3.402(1), F.A.C. That rule provides: All ground water shall at all places and at all times be free from domestic, industrial, agricultural, or other man-induced non- thermal components of discharges in concentrations which, alone or in combination with other substances, or components of discharges (whether thermal or non-thermal): Are harmful to plants, animals, or organisms that are native to the soil and responsible for treatment or stabilization of the discharge relied upon by Department permits or Are carcinogenic, mutagenic, teratogenic, or toxic to human beings, unless specific criteria are established for such components in Rule 17-3.404: or Are acutely toxic to indigenous species of significance to the aquatic community within surface waters affected by the ground water at the point of contact with surface waters or Pose a serious danger to the public health, safety, or welfare; or Create or constitute a nuisance or Impair the reasonable and beneficial use of adjacent waters. DOT has failed to provide reasonable assurances that the proposed stormwater discharge will not cause or contribute to a violation of the groundwater standards set forth in Rule 17-3.402(1), Florida Administrative Code. Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Regulation enter a Final Order: Dismissing the petition for hearing filed by Neighbors for Clean Canals, and Denying the issuance of permit number US44-104852 to the Department of Transportation. DONE AND ENTERED this 16th day of April, 1986, at Tallahassee, Florida. WILLIAM J. KENDRICK Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 16th day of April, 1986.
The Issue The sole issue is whether Petitioner's application for a variance meets the criteria set forth in Section 131.016(e) of the Clearwater City Ordinances. Both parties submitted proposed findings of fact and conclusions of law. To the extent the proposed findings of fact have not been included in the factual findings in this order, they are specifically rejected as being irrelevant, not being based on the most credible evidence, or not being a finding of fact.
Findings Of Fact The real property involved in the Petitioner's application is presently zoned RS-75, a category of single-family dwellings. This real property is a single lot, which is a portion of a large tract of land acquired by Petitioner some years ago for the purpose of residential development. The subject tract of land is the site of a model home. It is Petitioner's intention to use the home on this site as a model until such time as it is no longer needed as a model, at which time it will be sold. The adjacent lot is also owned by Petitioner and is also used as a model home. The area surrounding these model homes will be developed as a residential single-family subdivision. Petitioner intends to market this subdivision as a luxury subdivision, and the homes are therefore relatively large and luxurious. 6.. The lots within the subdivision, including the subject lot, were platted by Petitioner. Petitioner submitted a site plan and plans and specifications in application for a building permit to construct a home on the subject lot. Certain of the building plans and specifications show an optional hot tub. From the plans, it is unclear whether the construction would include the option. The plans also call for construction of a swimming pool. Respondent processed Petitioner's application for a building permit for a single-family dwelling on the subject lot. Respondent's zoning enforcement officer stamped approval on Petitioner's site plan (Petitioner's Exhibit "A", page 3), noting on the approval that a minimum side setback is six feet and an additional permit(s) would be required for pool and enclosure. Petitioner constructed a single-family dwelling on the subject lot pursuant to the plans and specifications for the home which it had submitted to Respondent, to include a wooden deck extending from the side of the model. The deck encircled a hot tub, which in turn was encircled by a fence. The deck, hot tub and fence extend to within one foot of the side property (set-a back) line. The fence is six feet high, but because the house is on a grade the fence measures approximately nine feet from the ground level. The maximum allowable height for a fence, absent a variance, is six feet above ground level. After construction of the dwelling, hot tub and fence, Respondent cited Petitioner for violation of the building setback requirements of the Code of Ordinances of the City of Clearwater, Section 131.033. The value of the improvements is between $6,500 and $7,000, and the cost of their removal and re-landscaping, etc., is approximately $3,000. Petitioner applied for a variance from the Board of Adjustment and Appeals on Zoning to permit the hot tub, decking and enclosure within the side setback area and for a variance to permit a fence in excess of the permitted height. Both variances were denied.
The Issue Is the City of Mexico Beach (the City or Applicant) entitled to the issuance of a joint coastal permit and consent to use of sovereign submerged land for the Mexico Beach Canal (Main Canal) and a municipal flushing outlet adjacent to 8th Street (8th Street outlet)? Those permits would be issued by the Department of Environmental Protection (DEP) in response to DEP Application File No.: 0124938-001JC and DEP Application File No.: 0129039- 001JC, respectively.
Findings Of Fact Petitioners Edmond Blount, Sr.; Edmond Blount, Jr.; and Robert Davenport are residents of the City of Mexico Beach, Florida. As residents they have access to the Main Canal, the public beaches adjacent to the Main Canal, and beaches adjacent to the 8th Street outlet. Edmond Blount, Jr., and Robert Davenport oppose the issuance of any permits by DEP which would allow the City to conduct dredging and the placement of dredge materials associated with the Main Canal. Those Petitioners and Edmond Blount, Sr., oppose the grant of necessary permits by DEP upon the application by the City to conduct occasional maintenance excavation at the 8th Street outlet to alleviate potential damage through erosion to properties adjacent to the 8th Street outlet. The City of Mexico Beach is a municipality in Florida which serves as the local government for that community. The City owns the Main Canal and 8th Street outlet. DEP is an environmental regulator with authority to issue or deny joint coastal permits and to grant or deny consent to use sovereign submerged lands belonging to the State of Florida. The joint coastal permitting authority and right to grant consent to use is pursuant to Chapters 161, 253, and 373, Florida Statutes, and Chapters 18-21 and 62B-49, Florida Administrative Code. In particular, DEP has joint coastal permitting authority upon sovereignty lands in the State of Florida below the mean high waterline (MHWL) of any tidal water of the State. The reference to sovereign land is an association with lands below MHWL held in trust by the State of Florida. The term tidal waters refers to waters in which there is an astronomical effect on the elevation of that water. The Gulf of Mexico which fronts the City is a tidal water of the State of Florida. The MHWL is established along the coastal regions in Florida, to include the Gulf coast that fronts the City. The MHWL is set based upon charting information concerning the local mean high tide, the average height of the high waters, and where this average intersects the land. PERMIT APPLICATION FOR MAIN CANAL On June 30, 1997, the City applied to DEP for a ten-year permit/water quality certification and authorization to use sovereign submerged lands owned by the Board of Trustees of the Internal Improvement Trust Fund (the Trustees), which would allow the City to maintenance dredge the Main Canal entrance and place the dredge material on the beach east of the canal below the water's edge. This task would be accomplished by the use of hydraulic dredging device. In the course of these activities, approximately 660 cubic yards of material would be removed approximately four times a week. The application file number for the requested permit in the Main Canal project was: 0124938-001 JC. The City, through its application, provided a complete and appropriate application with adequate engineering data to support the proposed project. The Main Canal is located in the western part of the City and is partially located in sovereign submerged lands of the State of Florida where the canal intersects the Gulf of Mexico below the MHWL. On January 13, 1998, DEP gave notice of its intent to issue necessary permits for the activities to allow dredging and the placement of fill in association with the Main Canal. More specifically, the hydraulic dredge the City intends to use in the maintenance dredging of the Main Canal is a floating device which excavates the sand from the bottom of the entrance of the Main Canal and pipes the material onto the beach immediately east of the dredge site. The dredging activities may only be conducted in a manner designed to protect the beach-dune system, water quality and habitat for marine turtles. These restrictions in the conduct of the dredging are in accordance with the proposed joint coastal permit. The dredging activity is to remove and deposit clean beach sand that has been transported by coastal processes and deposited in the lee of the jetty within the Main Canal. There is no intent, nor permission under the proposed permit, that would allow disturbance of any sediments more landward of the extent of the canal. The dredging is necessitated because the entrance of the Main Canal slowly fills with sand being transported from west to east along the shoreline. The Main Canal is stabilized on both sides by jetties. The western-most jetty extends further out than the eastern-most jetty. The Main Canal has seawalls along its inside. A recreational area is located on the western side of the Main Canal. The Main Canal is highly utilized for purposes of commerce and recreation. The Main Canal constitutes an economic support for many residents of the City. The Main Canal in proximity to the Gulf and the Gulf itself are not considered outstanding Florida waters or aquatic preserves. The waters in the Main Canal and Gulf are Class III marine waters when considering the parameters for water quality under DEP statutes and rules. Competent evidence was presented concerning water quality sampling and results in the analysis of those samples for fecal coliform bacteria and total coliform bacteria in relation to the Main Canal at its entrance where dredging would take place under the terms of the permit. Some values for fecal coliform and total coliform exceeded the allowable limits for those parameters as envisioned by Section 62-302.530, Florida Administrative Code, as preexisting conditions. However, the dredge operations will not lead to further degradation of the existing Class III marine waters in the Main Canal and degradation of the Gulf. The relatively clean sand being excavated does not contain fines or organics, which, through the dredging and placement of the sand on the beach following the dredging, would contribute to degradation of water quality standards. The activity associated with the dredging and placement of those materials on the beach will not cause a significant adverse impact to the beach-dune system, nor will the transport of sand from west to east along the beach as it presently exists be interrupted by the dredging and placement of the sand. The dredged material is being placed immediately east of the dredge operation avoiding a disruption of the natural processes of transport. The proposed disposal area is located on the beach at least 100 feet east of the canal below the waters edge at approximately minus 0.5NGVD. Finally, the deposit of the sand on the beach contributes to beach stabilization as opposed to depriving the beach of sand. The proposed permit requires that the dredge pipeline be retracted upon a daily basis during marine turtle nesting season from May 1 until October 31 each year. By this limitation in the operation of the dredge pipeline, marine turtles are not hindered in their behavior nor is their habitat unduly disturbed. The placement of the dredged sand on the beach would not be in the dry upland where the turtles would typically nest. The DEP Bureau of Protected Species Management reviewed the permit application for any significant adverse impact on nesting sea turtles and recommends the approval subject to specific conditions such as have been described. The dredging of the sand from the Main Canal and placement of that material on the beach will not cause significant adverse impact to the property of others. The Main Canal project will not create any significant erosion or turbidity. Given the small volume and coarseness of the dredged sand, elevated turbidity levels are not expected. The dredging of material from the mouth of the Main Canal and placement on the adjacent beach does not block lateral access to the beach, because the hydraulic dredge pipeline is placed at the water's edge with a discharge of dredge material being made at the water's edge in the area of the intertidal zone where water comes up to the beach. The exact discharge point is seaward of the area described as the intertidal zone. Given that the project associated with the Main Canal is located in Class III marine waters, it must not be contrary to the public interest. The project is not contrary to the public interest. PERMIT APPLICATION FOR 8TH STREET OUTLET On June 13, 1997, the City applied to DEP for a ten- year permit/water quality certification and authorization to use sovereign submerged lands owned by the Board of Trustees. This would allow the City to conduct occasional excavation of the 8th Street municipal flushing outlet which connects to the Gulf, having in mind the alleviation of potential damage to adjacent beachfront properties. That potential damage would be expected to occur in the instance where there was an uncontrolled breach of the berm surrounding the 8th Street outlet due to high incidence of rainfall, thus eroding adjacent beachfront properties. With the advent of scheduled maintenance, excavation of the outlet that erosion is expected to be deterred. The application file number for the requested permit in the 8th Street outlet project was File No.: 0129039-001 JC. The City, in its application for necessary permits to conduct excavation at the 8th Street outlet, submitted a complete and appropriate application setting forth adequate engineering details. More specifically, the permit application contemplates the removal of approximately 20 to 40 yards of beach sand per excavation, with the material excavated being placed on the beach near the water's edge. The excavation would be approximately 4 to 5 feet wide, 50 feet long, and 2 to 3 feet deep. Ordinarily, the frequency of excavation would be one to two times per month. The excavation practices would be by the use of a backhoe other than in the sea turtle nesting season. While sea turtles are nesting, the plans contemplate excavation by hand by use of a shovel or similar tool. In addition, during the turtle nesting season the application contemplates that the excavation would be done during daylight hours, only twice a month, to reduce potential flooding of marine turtle nests due to a meandering outflow from the outlet. Other than in the marine turtle nesting season the excavation would be done on an "as needed" basis. On March 16, 1998, the DEP gave notice of its intent to issue a permit for the dredging at the 8th Street outlet. The conditions associated with the intended permit for dredging of the 8th Street outlet deter any significant adverse impacts to the beach-dune system. In the area of the 8th Street outlet, a large box culvert runs underneath U.S. 98, the main highway in the city. That highway runs parallel to the beach. Once the water flows through the culvert, it accumulates in the outlet south of the road. In the instance where rainfall is diminished, the flushing outlet does not flow to the Gulf and the beach berm, which accretes seaward of the outlet, traps the water that is being released via the culvert. By contrast, in instances where heavy rainfall occurs, the water in the outlet collects to a point that it begins to flow away from the culvert in the direction of the Gulf. If the beach berm has built up over time, the path of that flow in high incidence of rainfall can encroach on buildings that are adjacent to the culvert on the south side of U.S. 98. When the rainfall is sufficient, and the water begins to flow, it reaches a sufficient velocity to move sand as a bed load. Under those circumstances, when the water strikes a ridged object, like a house foundation, the local water velocity will act to carry away the sand more readily from that location where the house foundation is found, by scouring out the sand near the foundation, undermining the building and risking the collapse of the building onto the beach. In the course of this process the water breaches the beach berm and flows towards the Gulf. In the instance where the berm on the beach has been breached, the water that has been released begins to scour the beach and establish a pattern that can run down the beach roughly parallel to the Gulf for a distance before flowing into the Gulf. By contrast, the controlled release of water from the outlet would cause less of an impact, in that it would create an immediate access through the beach berm to the Gulf without creating the potential for harm to upland property or causing erosion or scouring of dunes and vegetation in beach areas, some of which might contain turtle nests. Unlike the circumstances with high incidence of rainfall where adjacent property is eroded and damaged, the use of controlled maintenance excavation to relieve the outlet would not cause significant and adverse impact to adjacent property owners. The controlled release of the water in the outlet, unlike the natural release of that water in high incidence of rainfall, is more in the interest of the public when considering adverse impacts to property. The introduction of the water in the outlet, and its constituents, onto the beach and its consequences, is no more a problem whether based upon the natural event of high incidence of rainfall or the routine release contemplated by the project. Therefore, the alternative method of releasing the water by use of scheduled excavation is not contrary to the public interest. If anything, the use of periodic excavation to relieve the outlet would limit the breadth of discharge and the amount of discharge. The 8th Street outlet and the Gulf area adjacent to that outlet are not within outstanding Florida waters or aquatic preserves. The project site for the 8th Street outlet and the Gulf are within Class III marine waters. The existing Class III marine water quality parameters for fecal coliform and total coliform when considered in accordance with Rule 62-302.530, Florida Administrative Code, have been exceeded in the 8th Street outlet. This is borne out by test results from samples gathered at the 8th Street outlet presented at hearing. However, as with the circumstance with the Main Canal, the effect of periodic excavation to relieve the outlet will not further degrade state waters found in the outlet. The results of water quality tests performed following sampling that relate to the amount of fecal coliform and total coliform in the Gulf that could be expected at the entrance of the Main Canal and as the discharge of water within the 8th Street outlet enters the Gulf show low values for those parameters. Therefore, it is not anticipated that the release of the water from the 8th Street outlet to the Gulf under controlled conditions contemplated by the permit application would cause a violation of the parameters for fecal coliform and total coliform in the Gulf, the receiving body of water, especially when compared to the existing release of water from the 8th Street outlet to the Gulf in high incidence of rainfall. This finding is also influenced by the fact that the most excessive values for total coliform and fecal coliform in the 8th Street outlet system were found 600 to 800 feet up the water course described as the 8th Street outlet. Similar to the Main Canal, the project contemplated at the 8th Street outlet would not require mitigation before being permitted by DEP. The 8th Street outlet project would not create significant adverse impacts on coastal sediment transport. The DEP Bureau of Protective Species Management reviewed the 8th Street outlet application and recommended approval with specific conditions. Those conditions offer adequate protection to marine turtles and their habitat. The conditions include project excavation that does not create parallel trenches in the sand that inhibit movement on the beach by sea turtles. The 8th Street outlet project will not create significant erosion concerns or turbidity concerns. The 8th Street outlet project does not block lateral beach access to the public, in that the excavation to relieve the outlet on a periodic basis is temporary, that is to say only in effect when the water is being released from the outlet to the Gulf. CONSENT TO USE SOVEREIGN SUBMERGED LANDS The 8th Street outlet project, as well as the Main Canal project, involves sovereignty submerged lands below the MHWL constituted of the beach and ocean bottom. The facts show that the City is entitled to consent of use to work on sovereign submerged lands in the Main Canal and 8th Street outlet projects.
Recommendation Based upon the facts found and the conclusions of law reached, it is RECOMMENDED: That DEP issue a final order granting the City the joint coastal permits and consent to use sovereign submerged lands in accordance with application File Nos.: 0124938-001JC and 0129039-001JC respectively, subject to specific conditions contained therein. DONE AND ENTERED this 10th day of November, 1998, in Tallahassee, Leon County, Florida. CHARLES C. ADAMS Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 Filed with the Clerk of the Division of Administrative Hearings this 10th day of November, 1998. COPIES FURNISHED: Edmond Blount, Sr. Post Office Box 13855 Mexico Beach, Florida 32410 Edmond Blount, Jr. Post Office Box 13854 Mexico Beach, Florida 32410 Robert Davenport Post Office Box 13926 Mexico Beach, Florida 32410 Gerard Murnan Post Office Box 13378 Mexico Beach, Florida 32410 Paul G. Komarek, Esquire Daniel and Komarek, Chartered Post Office Box 2547 Panama City, Florida 32402 Ricardo Muratti, Esquire Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 John McInnis, City Manager City of Mexico Beach Post Office Box 13425 Mexico Beach, Florida 32410 Kathy Carter, Agency Clerk Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 F. Perry Odom, General Counsel Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000
Findings Of Fact Respondent, Studebaker's Restaurant (Respondent), owns a 50's theme bar in Clearwater which offers entertainment and dancing and serves alcoholic beverages and food. Studebaker's has a nationwide policy, also followed at the Clearwater establishment, of restricting admittance to persons aged 23 and older. In the same building housing the Clearwater Studebaker's, Respondent also owns and operates a theme bar called the Palm Beach Club which is under common management and which is operated like Studebaker's except that the theme and music is contemporary and anyone who has attained the legal drinking age is allowed admittance. Petitioner, Ronald M. McElrath, is the coordinator for the Community Relations Board established under Chapter 99 of the City of Clearwater Code. He is approximately 38 years of age. In May or June 1985, McElrath witnessed an employee of the Clearwater Studebaker's refusing admission to a female on the basis that she was not at least 23 years of age. Investigating further, McElrath verified through the manager of the Clearwater Studebaker's that Respondent did have a policy restricting admission to the Clearwater Studebaker's to persons at least 23 years of age. Based on McElrath's knowledge and information, McElrath and the Community Relations Board attempted to conciliate with Respondent the alleged conflict between Respondent's age policy at the Clearwater Studebaker's and Chapter 99 of the City of Clearwater Code. By November 13, 1985, McElrath and the Community Relations Board concluded that their attempts at conciliation would not be successful, and the Community Relations Board filed a charge of discrimination against Respondent. That charge of discrimination was referred to the Division of Administrative Hearings and assigned Case No. 85-3513. On or about February 11, 1986, Case No. 85-3513 was dismissed and the file closed based upon the Community Relations Board's report that it was withdrawing its petition in the case and that an individual other than the Community Relations Board would file a separate petition as Charging Party. Actually, on or about January 9, 1986, McElrath, in his capacity as coordinator for the Community Relations Board, had filed a Supplemental Charge Of Discrimination against Respondent on the same alleged facts that formed the basis of Case No. 85-3513. McElrath's Supplemental Charge Of Discrimination was referred to the Division of Administrative Hearings on or about February 4, 1986, resulting in this case. McElrath has never attempted to file any other complaint under Chapter 99 of the City of Clearwater Code in his capacity as coordinator for the Community Relations Board. Because no further investigation was necessary and no further attempts to conciliate were reasonably likely to succeed, McElrath made no further investigation and made no further attempts to conciliate with Respondent after filing the Supplemental Charge Of Discrimination. Before filing of the Supplemental Charge Of Discrimination in this case, McElrath did not make a formal probable cause determination and did not serve notice of determination of probable cause on the Respondent. Respondent and its management has a commendable and appropriately implemented policy of being a responsible seller of alcoholic beverages for consumption on the premises. However, contrary to Respondent's assertions in this case, the policy of allowing only persons 23 years of age and older in the Clearwater Studebaker's is not significantly motivated by a desire to reduce alcohol-related traffic accidents. The primary motivation for the age limit is to establish and maintain an economically successful theme bar. Any contribution towards reducing alcohol related traffic accidents is an after thought rationalization. This was proven by Respondent's willingness to divert patrons younger than 23 next door to its Palm Beach Club where Respondent willingly serves them alcoholic beverages for consumption on the premises.
Findings Of Fact On January 19, 1984, Applicant applied to DER, pursuant to Sections 253.123 and 403.087, Fla.Stat., and Chapters 17-3 and 17-4, F.A.C., for a permit and water quality certification to construct a 36-slip docking facility in Baker-Carroll Pointe Waterway (the lagoon). While the lagoon is located in Class II waters, the waters are prohibited for shellfish harvesting. On October 31, 1984, DER issued its letter of intent to issue the requested permits. Protestors timely filed a petition for formal administrative proceedings. Protestors' substantial interest will be directly affected by issuance of the subject permit. The proposed facility will be located as close as 50 feet to the main residential building of Protestors, and the proposed docks will be accessed by way of a seawall which is part of Protestors' common area. The Marina The permit sought by the Applicant would allow it to construct a 36- slip docking facility consisting of 615 linear feet of 5 foot wide marginal dock set 6 feet waterward and running parallel to an existing concrete seawall, with three 5 foot by 6 foot access ramps from the seawall to the marginal dock, and eighteen 30 foot by 4 foot finger piers extending waterward of the marginal dock. Nineteen mooring piles are to be installed. Total dock area is to be 5,325 square feet. The facility will be constructed of pressure treated piles and lumber. No fuel facilities are proposed. Applicant proposes to sell the 36 slips to unit owners in the Surf Colony complex, that is Vanderbilt Surf Colony I, Vanderbilt Surf Colony II and Vanderbilt Surf Colony III, and, if and when constructed, Vanderbilt Surf Colony IV and V. Each of the existing buildings contains 65 units. DER's October 31, 1984, letter of intent, proposed to issue the permit subject to the following conditions: Turbidity screens shall be utilized and properly maintained during the permitted construction and shall remain in place until any generated turbidity subsides. The lagoon shall be designated a "No Wake" zone. Markers and/or signs (PVC pipes or piles) shall be erected at the entrance to the shallow cove prohibiting navigation in said area with limits to be approved by the Punta Gorda DER office. No liveaboards shall be allowed at the permitted facility. No boat cleaning, hull maintenance, nor fish cleaning shall be allowed at the permitted facility. Trash receptacles shall be located at approved locations on the dock. The easternmost dock limit shall be lighted at night or equipped with reflective markers to aid navigation. No construction of the project shall take place until appropriate DNR approval is granted for the project per Section 253.77, Florida Statutes. The project shall comply with applicable State Water Quality Standards, namely: 17-3.051 - Minimum Criteria for All Waters at All Times and All Places. 17-3.061 - Surface Waters: General Criteria. 17-3.121 - Criteria - Class III Waters - Recreation, Propagation and Management of Fish and Wildlife: Surface Waters. Applicant has agreed to comply with all conditions established by DER. The Marina Site Baker-Carroll Pointe Waterway (the lagoon) is a partially man made navigable lagoon, with access to Water Turkey Bay which lies to its east. The south side of the lagoon is bulkheaded (along the proposed docking facility site), and the north and west side of the lagoon is composed of dense mangrove forest within the Delnor-Wiggins Pass State Recreation Area (Park). The waters of the proposed project abut and mix with those of the Outstanding Florida Waters (OFW) of the Park. Rule 17-3.041(4)(c), F.A.C. The Park is located on the western and northern shores of the lagoon, and the Park's boundary is located underneath the existing lagoon. The Park has a boat ramp and dock at the mouth of the lagoon. Associated with the ramp are 36 parking spaces for boat trailers. The access channel from Water Turkey Bay varies from 100 to 150 feet wide, the end of the lagoon is approximately 200 feet wide, and the lagoon is approximately 700 feet long. The bulkheaded shoreline has a shallow, 6 foot wide shelf that is covered by a few inches of water during low tide and is colonized by oyster assemblages. Depths increase rapidly from the edge of the shelf to -7 to -8 feet NGVD approximately 40 feet offshore. Depths at the finger piers will be -4.5 to -6.5 NGVD feet. The majority of the central lagoon has uniform depths of -7 to -8 feet NGVD with approximately one foot of silt overlying a firm substrate. Increased depths of -9 to -10 feet NGVD are found in the channel leading from the lagoon to Water Turkey Bay. Channel depths within Water Turkey Bay are -5 feet NGVD or less. Except for a shallow cove at the northwestern extreme of the lagoon, water depths of -5 to -7 feet NGVD are found approximately 30 feet waterward of the mangrove fringe along the western border of the lagoon. In the immediate project site there are no seagrasses or other significant biota. The only productive area within the project site is the shallow six foot wide shelf which parallels the bulkhead and is colonized by oyster assemblages. There are no other significant biota because the area was extensively dredged in the late 1960s or early 1970s. Seagrasses are found in the smaller cove located in the extreme northwest of the lagoon. The western and northern shores of the lagoon are extensively populated by red, black and white mangroves. Aquatic fauna known to inhabit the vicinity, and found in association with the grassbeds in Water Turkey Bay, include lightening whelks, blue crabs, sheepshead minnows, mullet, pin fish, and silver perch. Areas of Concern During construction of the marina elevated turbidity may be expected by disruption of the lagoon sediments caused by installing the facility's pilings. This can, however, be adequately controlled by the use of turbidity curtains during construction. Shading of the benthic environment is a long term impact associated with marinas. While there are presently no seagrasses in the project area, the 6 foot wide shelf which parallels the bulkhead is colonized by oyster assemblages and algae. Since the marginal dock will be placed 6 feet waterward of the seawall, sunlight will be permitted to reach the productive shelf which parallels the seawall. Additionally, since the marginal dock is 5 foot wide, the closest any boat will be to the seawall will be 11 feet. This will result in a buffer zone of 5 feet between the waterward extreme of the 6 foot shelf and any boat moored at the marina. Boats by their very existence and operation present potential negative short term and long term impacts to the environment. Potential damage from existing craft and those which occupy the marina to the seagrass beds in the extreme northwest portion of the lagoon will be eliminated or minimized by the planned installation of markers and/or signs prohibiting navigation in that area. Potential damage from wave action generated by boat operation will be eliminated or minimized by designating and posting the lagoon as a "No Wake" zone. The fueling of boats, hull maintenance and sewage discharge are additional pollution sources associated with marinas. While the proposed marina will have no fueling or maintenance facilities, and while no liveaboards, boat cleaning, hull maintenance, nor fish cleaning will be allowed at the marina, additional conditions must be attached to the permit to eliminate or minimize potential impacts from these potential pollution sources. In addition to the special conditions established by DER, the following special conditions are necessary: All craft docked at the marina shall be prohibited from pumping bilges and sewage into the waters of the lagoon. Ownership and use of the boat slips, or any of the marina facilities, shall be limited to those person(s) who own condominium unit(s) at the Surf Colony complex, to wit: Vanderbilt Surf Colony I, Vanderbilt Surf Colony II, Vanderbilt Surf Colony III, and, if and when constructed, Vanderbilt Surf Colony IV and V. Leasing or any other use of the boat slips, or the marina facility, by any person(s) other than the actual owner thereof shall be prohibited. Since the facility is small, and a full-time dock master is not proposed, limiting ownership and use of the boat slips to owners of condominium units at the Surf Colony complex will provide reasonable assurances that the conditions imposed on the requested permits will be complied with. Prohibiting the pumping of sewage and bilges will provide reasonable assurances that DER standards for bacteriological quality will not be violated. Protestors suggest that oils and greases, including lead found in marine fuels, could cause a degradation of water quality and affect the biota in the area. Protestors presented evidence through Dr. Nancy Nicholson, an expert in marine ecology and marine biology, that oils, greases, and lead could reasonably be expected to be ejected into the water column from boats occupying the marina, and that such pollutants, after entering the sediments, could be expected to enter the food chain. Protestors offered no evidence of the quantities of oil, greases or lead which could be expected to be injected into the water column, or to enter the food chain, other than "they are not large." Petitioner offered no evidence that the oils, greases or lead emitted by the boats occupying the marina would cause or contribute to a degradation of water quality below DER standards, or impact marine resources to such an extent as to be contrary to the public interest. Juxtaposed with the opinion of Protestors' expert is the empirical testimony of DER's witnesses, Terri Kranzer, an expert in water quality and aquatic biology, and Douglas Fry, an expert in dredge and fill impacts on water quality and aquatic biology, that the proposed facility and its operation will not cause or contribute to a degradation of water quality below DER standards and will not impact marine resources to such an extent as to be contrary to the public interest, so long as the Applicant complies with the permitting conditions. Protestors also suggest that turbidity, caused by boats operating from the marina, could cause a degradation of water quality and affect the biota in the area. Protestors' witness, Dr. Nicholson, testified to observing boats increase turbidity within the lagoon. She further performed a Secchi depth test, which measures the distance to which light will penetrate water, in the lagoon area. The background was measured at 42 inches. After the passage of a motorboat through the subject lagoon, the Secchi depth was reduced to 27 inches, and returned to the background level in 2-1/2 to 3 hours. Dr. Nicholson further testified that if the sediments "kicked up" were of an oxygen poor material, that they could scavenge dissolved oxygen from the waters. Protestors offered no evidence, however, which equated the Secchi depth test with the tests and standards established by DER for turbidity and transparency. There was no evidence, assuming turbidity did increase during boat activity, that DER standards for turbidity and transparency would be violated. Further, no evidence was introduced that such turbidity would cause or contribute to a degradation of the dissolved oxygen levels of the lagoon below DER standards. Contrary to the testimony of Dr. Nicholson, Protestors' other witness, William Doherty, a resident of the Surf Colony complex testified that he had operated his own 28 foot boat in the lagoon, and observed other boats operating in the lagoon, and never observed any increased turbidity. Terri Kranzer testified to the same effect. The depth within the lagoon is adequate for navigation, and there should be no increased turbidity caused by boats operating in the lagoon unless they venture into the shallow cove in the northwestern part of the lagoon. Designating the lagoon as a "No Wake" zone, and prohibiting navigation within the shallow cove, would provide reasonable assurances that there would be no increased turbidity associated with the proposed facility or its operation. Finally, Protestors suggest that if the proposed facility is permitted, DER's standard for Biological Integrity, Rule 17-3.111(4), F.A.C., will be violated. Dr. Nicholson conducted a sampling of benthic macroinvertebrates on the bulkhead of the lagoon and on the bulkhead of a nearby yacht basin, in order to calculate a Shannon-Weaver diversity index for both areas. The Shannon-Weaver index for the yacht basin reflected a level of benthic macroinvertebrates of less than 75 percent of that measured in the lagoon. The results of Dr. Nicholson's sampling are not, by her own admission, statistically significant. The lagoon and yacht basic are entirely dissimilar. The lagoon, with its diverse mangrove forests and large opening into Water Turkey Bay flushes well and is an area rich in biology. The yacht basin, on the other hand, is connected to Water Turkey Bay by a small channel and is completely bulkheaded. No valid comparison can be drawn between the lagoon and the yacht basin.
The Issue The ultimate legal and factual issue in this matter is whether Engle Homes, Inc., and Lake Bernadette, Inc. (Permittees), have provided the Southwest Florida Water Management District (District) with reasonable assurances that the activities they propose to conduct pursuant to Management and Storage of Surface Water (MSSW) General Construction Permit No. 49005837.017 (the Permit) meet the conditions for issuance of permits established in Rules 40D-4.301, 40D-4.302, and 40D- 40.302, Florida Administrative Code. In particular, the issues of fact to be litigated are whether the Project will cause adverse water quality impacts to receiving waters and adjacent lands; whether the Project will cause adverse flooding of on-site or off-site property; whether the Project will cause impacts to existing surface water storage and conveyance capabilities; and whether the Project will adversely affect the property of others.
Findings Of Fact The Parties Engle Homes, Inc., and Lake Bernadette, Inc., are corporations licensed to operate in the State of Florida. The District is the administrative agency charged with the responsibility to conserve, protect, manage, and control water resources within its boundaries pursuant to Chapter 373, Florida Statutes, and the rules promulgated thereunder as Chapter 40D, Florida Administrative Code. Driscoll resides at 35716 Welby Court, Zephyrhills, Florida 33541, Lot 14, within the Timber Creek 2 Subdivision (Subdivision). Driscoll requested this hearing to show the District that there is a drainage problem on Lots 13 and 14, and the adjacent Geiger property to the south, which should be fixed at this time and as part of the Project. Driscoll wants "Engle Homes to propose a new solution to fix the entire Welby Court Geiger property problem," i.e., from Lots 4 through 14, and not a piecemeal solution as proposed in the Permit modification. The Subdivision Engle Homes, Inc., and Lake Bernadette, Inc., developed the Timber Creek 2 Subdivision. Lots 15 through 25 run east to west and are north of Welby Court. Lots 15 and 16 are located north of the cul-de-sac, on the eastern portion of Welby Court. Lots 3 through 14 run west to east, south of Welby Court. Lots 13 and 14 are south of the cul-de-sac on the eastern portion of Welby Court and are across the street and the cul-de-sac from Lots 16 and 15, respectively. Residences exist on Lots 5, and 7 through 14. Driscoll owns Lot 14, a corner lot, which is the southeastern most lot of the Subdivision. Don Geiger (Geiger) owns the land (approximately five acres) south of the property lines of Subdivision Lots 5 through Geiger's northern driveway, essentially a dirt road, runs parallel to Lots 5 through 14. Subsequent to the original construction activity involving the Subdivision, the developer realized that there was an "existing depression" (referenced on Engle Exhibit number 1), south of Lots 7 and 8, and on Geiger's property. Geiger complained to the District about standing water in this area. This depression area is approximately 90 feet long and 30 feet wide which needed to be "drained off" according to Geiger. The depressed area on Geiger's property was most likely caused when Lots 7 through 14 were graded and sodded, which raised the "lots up a few inches" above Geiger's driveway/property. Water is trapped during a storm event between the back yards and the depressed area. As a result, the southern end of the back yards, particularly Lots 7 and 8, and the driveway remain constantly wet. The Project On January 16, 2001, Engle Homes, Inc., and Lake Bernadette, Inc., filed MSSW Permit Application No. 49005837.017 with the District, to address the problems with the rear lot grading and the adjacent property. The actual Project area for the permit modification1 includes the southern portions of Lots 4 through 9 and south of the property lot line including Geiger's property. See Finding of Fact 5. The modified permit does not address the drainage area including the back yards of Lot 13 and Driscoll's Lot 14, and the other portion of Geiger's property/driveway to the south. On April 5, 2001, the District issued MSSW Permit No. 49005837.017 to Engle Homes, Inc., and Lake Bernadette, Inc., under the provisions of Chapter 373, Florida Statutes, and Chapter 40D-40, Florida Administrative Code, for the modification of a surface water management system to serve the Project area. The proposed Project will involve the construction of a concrete inlet box with a safety grate, storm sewers, and grass swales. Specifically, the project is intended to solve the drainage problems associated with the "existing depression" south of the boundary line for Lots 7 and 8 on Geiger's property (although Lots 4 through 9 ("area 1") are included within the Project area), and the back yards of Lots 7 and 8. A catch basin is proposed to be located south and on the lot line between Lots 8 and 9, which is expected to drain off the water in the depression area to the modified surface water management system. The inlet box will be placed in the corner between Lots 8 and 9. The collected water in the inlet box will be routed underground through a series of 18-inch storm sewer pipe straight north through a drainage easement between Lots 8 and 9 to Welby Court. The underground pipe ties into an existing pipe in front of Lot 9 on the street, then runs east along the Welby Court right-of-way and then north between Lots 19 and 20, and eventually north into a large permitted retention pond, located to the north of the Subdivision which will handle the stormwater. Driscoll's Alleged Drainage Problem There is another distinct drainage area, i.e., "area 2," which includes Geiger's property and the southern portions of Lots 13 and 14, where water drains from south to north into a roadside ditch to Geiger Cemetery Road ("area 3"), which runs south to north and east of Lots 14 and 15. During a September 2001 tropical storm, there was standing water on Geiger's driveway, directly south of Lots 13 and 14, which was present for more than 3 days. This was referred to by Mr. Barrett as a "small drainage problem that could easily be corrected." On the other hand, Geiger says that there is standing water on his driveway, south of Lots 13 and 14, "all the time." This caused Geiger to move his driveway "50 or 60 feet" south. According to Geiger, the berm, which runs across Lots 10 through 14, should be lowered and the backyards reconfigured. But this would be quite disturbing to the neighbors. Therefore, Geiger recommends the placement of drains south of Lots 13 and 14, which would direct the water out to the ditch at Geiger Cemetery Road and away from Driscoll's Lot 14. The modified Permit is not intended to solve this problem, although Driscoll wants this problem fixed. It is not necessary to resolve Driscoll's issue regarding whether there is a drainage problem in and around Driscoll's lot. The two drainage areas 1 and 2 discussed herein are not connected, although they are close in proximity. The solution to the first problem has no impact on the second, and there is no cited statutory or rule requirement that both issues must be addressed in this Permit application. This is Driscoll's quandary. Compliance with Rules 40D-4.301 and 40D-4.302, Florida Administrative Code The Project will not impact wetlands or surface waters. The Project will not adversely impact the value of functions provided to fish and wildlife, and listed species, including aquatic and wetland-dependent species, by wetlands or other surface waters and other water-related resources. The Project will not adversely impact the quality of receiving waters such that the water quality standards will be violated. The Project will not cause adverse secondary impacts to the water resources. The Project will not adversely impact the maintenance of surface or groundwater levels or surface water flows established pursuant to Section 373.042, Florida Statutes. The Project will not cause adverse impacts to a work of the District. The Project is capable, based on generally accepted engineering and scientific principles, of being effectively performed and of functioning as proposed. The Project will be conducted by an entity with financial, legal, and administrative capability of ensuring that the activity will be undertaken in accordance with the terms and conditions of the permit, if issued. The Project will comply with any applicable special basin or geographic area criteria established pursuant to Chapter 40D, Florida Administrative Code, by the District. The Project will not adversely affect the public health, safety, or welfare. The Project will not adversely impact the conservation of fish and wildlife, including endangered or threatened species, or their habitats. The Project will not adversely affect navigation. The Project will not cause harmful erosion or shoaling. The Project will not adversely affect fishing or recreational values or marine productivity in the vicinity of the Project. The Project will not adversely affect significant historical and archeological resources. The Project will not cause unacceptable cumulative impacts upon wetlands and other surface waters. The Project area is less than 100 acres. The Project does not require dredging or filling of wetlands, or construction of boat slips. The Project is not contrary to the public interest. The Project will not cause adverse water quantity impacts to receiving waters and adjacent lands, and will not adversely affect or impact the property of others, including Driscoll's property, Lot 14. "Area 1," between Lots 4 and 9, is a separate drainage area, and the water from this area does not drain to Lot 14. Driscoll's property is not within the Project area, and the Project was not intended to resolve his alleged drainage problem. The Project will not cause adverse flooding to on-site or off-site property. The Project will not cause adverse impacts to existing surface water storage and conveyance capabilities. Rather, the project is expected to improve the conveyance of water and drainage for "area 1" and the Project area.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Southwest Florida Water Management District enter a final order issuing Management and Storage of Surface Water General Construction Permit No. 49005837.017. DONE AND ENTERED this 24th day of October, 2001, in Tallahassee, Leon County, Florida. CHARLES A. STAMPELOS 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 24th day of October, 2001.
Findings Of Fact Lior Hason is the owner of Britt's Cafe, a restaurant which occupies property owned by the Petitioner's Stanislaw and Kasimiera Budzinski. On or about December 19, 1995, Harry S. Cline, an attorney for Mr. Hason and the Budzinskis, filed an application for a variance from the City of Clearwater's Development Code, for the purpose of eliminating three required parking spaces from the front of the subject property for the construction of an outdoor cafe at 201 South Gulfview Boulevard. The Code requires one parking space per 200 square feet of gross floor area, and a variance was required to remove three existing parking spaces from the unit's parking space inventory. The matter was brought before the City's Development Code Adjustment Board at its January 11, 1996 meeting. Mr. Cline appeared at the meeting on behalf of the applicant and presented the project. No one else was present to speak in support of or in opposition to the request. However, four letters in opposition from neighboring business owners were submitted. Notwithstanding these objections, the Board determined that the applicant had substantially met all standards for approval listed in the City's Land Development Code; and upon vote of the Board, the application was approved, subject to certain conditions, by a three to two majority. Mr. Hason entered into discussions with City officials to determine what was necessary. Official City reaction was initially favorable. Mr. Hason was advised of the requirements for the project and had plans drawn which called for a deck with a 35 to 36 inch railing with landscaping around it, and with posts and lights. When the plans were submitted to the City officials, the only change suggested was to raise the railing height to 45 inches, which was done, after which the City approved the plans and the permit was granted. The deck was then constructed exactly according to the approved plans. At some time during 1996, Mr. Hason discussed with some City employees putting an awning over the deck. During these discussions, the City employees sent Mr. Hason a copy of Section 41.221(1)(c), Clearwater City Code, which provides for awnings to be removable. Mr. Hason considered the sending of this Code provision to be tantamount to a favorable reply to his inquiry, and, based on that, he finalized his plans for the installation of a removable awning. The proposed awning is designed in such a fashion as to be extendible and retractable on a frame, capable of easily being pulled up against the front of the building like a drapery. With a minimum of further effort, consisting of the removal a several bolts, the entire awning construction can be removed from the frame. Mr. Hason submitted his application for the variance to install the awning on February 2, 1997. In the interim, the City employees with whom Mr. Hason discussed the project changed their position from favoring the project to opposing it. He was ultimately advised in December 1996 or January 1997 that the awning could not be permitted because an awning could not be approved over a deck for which a permit should not have been issued and for which the issuance was a mistake. Though the Board had not yet voted on the application, no information was given to Mr. Hason as to what he could do to make the project approvable. His application, on February 2, 1997, was submitted because, Hason claims, he had been told, by someone not further identified, that applying for a variance for the awning would make everything right. The Variance Staff Report submitted to the Board by the appropriate City employees acknowledged that the frame over which Mr. Hason proposed to put the awning does not meet code because it was constructed within a required setback area from South Gulfview Boulevard, but since the frame was built pursuant to a City-issued permit, consistent with City policy, the City accepted its existence. In its final recommendation to the Board, the staff concluded that notwithstanding the encroachment into the setback area, the project "appears to comply with all standards for approval, provided attention is given to the external appearance of the cafe:" The staff then went on to recommend approval of the project subject to certain conditions, all of which, Mr. Hason accepts and agrees to. Nonetheless, the Board denied the permit by a vote of four to one. Mr. Hason contends that the Board vote was an attempt by the Board to get back at him because of what it perceived as his failure to comply with the conditions placed upon the issuance of the first permit and his alleged misrepresentation of the scope of his project at the time. Mr. Hason, however, categorically denies he has done anything contrary to the dictates of the City. He went back to City officials many times during the construction of the deck to make sure the project was built as required. The majority of the Board members believe, however, that the deck as constructed, goes far beyond the limited structure approved by the granting of the parking space variance in January 1996. This animosity toward the project can be seen from a review of the audio record of the February 13, 1997, Board meeting where, during a colloquy between a Board member and Mr. Hason, it appeared the member was somewhat put out by the entire situation. His analysis indicates a less than complete recollection of the matter, however. Whereas one of the conditions to the issuance of the initial permit was that the area of the outdoor cafe should not be greater than 25 percent of the indoor area of the restaurant, this member pointed out that the 69 outdoor seats were far in excess of 25 percent of the 115 or so indoor seats. This constituted a confusion of seating as opposed to area. No evidence was presented concerning whether Mr. Hason had violated the area constraint. In the main, however, while it appeared that a majority of the Board members were unhappy about the way the project developed, and expressed the opinion that the project did not conform to what they had intended to approve, there was no indication any member s vote was motivated by anything other than a sincere belief in the correctness of his position. There was no indication of any inappropriate or vindictive action by anyone on the Board or its staff. Stephen Sarnoff, a central permitting specialist with the City reviewed the plans for the initial construction and for the current application. As he recalls, the plans for the initial deck construction did not show any support beams, fans, overhead structure or latticework fencing, and the deck, as built, does not conform to the plans as submitted. City Code requirements call for a railing of from 30 to 42 inches high. The current railing of 45 inches does not conform to that standard, and Mr. Sarnoff is not aware of any request from the City that the railing be raised to that height, as Mr. Hason claims. By the same token, while there is no requirement in the ordinance that a deck be of a certain height, anything higher than 12 inches is considered a structure and a waiver is required. This deck was approved for 12 inches. A certificate of occupancy is usually issued for a deck, but in the instant case, such a certificate has not been issued because the deck, as built, is not in compliance with the 1996 approval. If it is brought into compliance, it will be approved. Sarnoff is aware of and familiar with other outdoor restaurant decks built at various locations in the Clearwater area, as indicated by Mr. Hason. Some are not within the CR-28 zone and do not come under the same standards as are applicable here. Others, which must conform to the instant requirements appear to have movable awnings which are acceptable. Still others are in a different zoning district with different set-back requirements, and some were initially denied, but were subsequently approved when they were brought into compliance with the requirements. John Richter, a senior planner for the City, was the individual who prepared the staff report on the instant project and initially recommended approval, contingent upon changes to the external appearance of the facility. He made suggestions and has discussed the project with Hason on his several visits to the property. He did discuss an awning with Hason at some point, but their discussions did not deal with its mobility. All in all, Mr. Richter concluded that the project appears to meet the standard for approval, provided attention is given to the external appearance of the cafe. David S. Shuford, the City's central permitting director and development code administrator indicated that the variance required for the awning, which was an integral part of the structure already built, was not automatically granted with the granting of the permit for the deck structure. Section 42.221, Clearwater City Code, was adopted to promote a more festival atmosphere in some of the outdoor tourist areas. The intent of subsection (l)(c) of that provision was to require the use of moveable items and to design structures that would meet wind requirements and not interfere with pedestrian traffic. The term "moveable" means what it says, and in Shuford's opinion, from the plans he saw, the proposed awning would not be easily moveable on a daily basis. The Clearwater City Code establishes the area in question as one where, once guidelines are developed, they will be adopted and be complied with. Mr. Shuford opines that the current deck, in the rafter area, goes beyond what was proposed at the time the project was submitted for the parking variance and was approved. This is what appears to be the source of the difficulty the Board members have with it. However, if designed to comply with the guidelines, this awning could be approved. He would agree with the conditions outlined in the staff recommendation so far as they relate to painting and architectural matters.
The Issue Whether a consumptive-use permit for quantities of water as applied for should be granted.
Findings Of Fact Application No. 7500043 requested water from one (1) well. The center of withdrawal will be located at Latitude 27 degrees 40' 38" North, Longitude 82 degrees 29' 31" West in Hillsborough County. Said withdrawal is for disposal off-site. This application is for an existing use. Notice was published in a newspaper of general circulation, to-wit: The Tampa Tribune on May 14 and May 21, 1975 pursuant to Section 373.146, Florida Statutes. Notices of said public hearing were duly sent by certified mail as required by law. The application, map of the premises, legal description, receipts of certified mail, copy of the Notice, and affidavit of publication were received without objection and entered into evidence as Exhibit 1. No letters of objection were received. The witness for Permittee was duly sworn and agreement was reached on each point enumerated as required by Rule 16J-2.11, Rules of the Southwest Florida Water Management District and Chapter 373, Florida Statutes with the exception as enumerated in No. 7. Upon request of the Hearing Officer a Joint Stipulation was filed in which it was agreed that the following conditions to the permit should be attached: "1. That applicant, Carol A. Ranallo, construct two observation wells on the south side of the pit mutually agreeable locations by inserting six (6) inch casings and screens to the depth of at least fifty (50) feet. The casings to be grouted in the bore hole from the bottom of the casing to the top of the ground level. The sites of the observation wells shall be selected by James Hudson of Delta Engineering Company and G. P. Szell within 15 days after issuance of the Consumptive Use Permit. 2. That the applicant or its agents or employees submit monthly readings to the staff of the Southwest Florida Water Management District of the chloride content of the water being withdrawn from the two wells and the level of the water table as read and determined under static conditions."
