Findings Of Fact On April 2, 1981, Lee County applied to DER for a permit to construct an extension of Colonial Boulevard east to State Road 82B by dredging 4,600 cubic yards of material landward of the ordinary high water mark, and by depositing 83,000 cubic yards of fill landward of the ordinary high water mark in an area of Lee County known as the Six Mile Cypress Strand or Six Mile Cypress Slough. The permit application was made by Lee County on standard DER forms which would have been appropriate for an application under either or both Chapters 253 or 403, Florida Statutes. Additionally, Lee County tendered a permit application fee to DER sufficient to cover the cost of an application under both statutes. After review of the application, DER determined that it had no jurisdiction under Chapter 253, Florida Statutes, and refunded to Lee County that portion of the permit application fee required for a Chapter 253 permit. As indicated above, Lee County's application, on its face, reflected that no fill material or dredging was proposed waterward of the ordinary high water mark. The Six Mile Cypress Strand is a meandering swamp, approximately 44,000 acres in size, dominated by cypress trees. At periods of high water the waters of the swamp empty into Ten Mile Canal, an artificial water body which connects to Estero Bay by way of Mullock Creek, a natural stream. All water bodies involved in this proceeding are classified as Class III waters. Six Mile Cypress Strand functions as a major aquifer recharge area for the eastern central portion of Lee County. The area drained by the Strand receives approximately 54 inches of rainfall annually. The wetland vegetation and uneven contours of the Strand allow the assimilation of nutrients and reduction in turbidity and erosion which could otherwise adversely affect downstream waters. The drainage area north of the proposed project consists of approximately 5,000 acres, or 11 percent of the total drainage basin served by the Strand. The proposed roadway would cross the Strand through a corridor which contains three cypress heads, or flag ponds. These ponds generally retain water during dry periods and support a more diverse community of aquatic life than those portions of the Strand which become completely dry. At the time of final hearing in this cause, these ponds exhibited dry season characteristics and contained less than one foot of water in their deepest portions. During low water periods the Strand itself may be virtually dry except for standing water in the vicinity of cypress heads and flag ponds. Only during the rainy season, which occurs during approximately four months of the year, does the Strand contain standing water. During high water periods, however, water may flow continuously throughout the length of the Strand. During these latter periods, canoes and other such small water craft may be able to negotiate portions of the Strand. No evidence was presented, however, which would indicate that the Strand is now or has ever been utilized, or is susceptible to utilization, for commercial boat traffic. The lands in the Strand over which Lee County proposes to build the roadway were conveyed by the Trustees of the Internal Improvement Trust Fund to private ownership after having been acquired from the federal government under the Swamp and Overflow Grant Act of 1850. The Strand was not meandered in the original government survey of the area, and, in fact, the surveyor's field notes reflect that the area of the Strand was densely vegetated and crossed by several roads, including one crossing the section line in the same vicinity proposed for the Colonial Boulevard extension. The existence of this last referenced road is corroborated by biological evidence presently existing on the site, and from examinations of full infrared aerial photography of the area. It is approximately nine miles from the Strand to the nearest meander line contained in the original government survey. Further, evidence of record in this proceeding establishes that water craft may not presently be navigated from Estero Bay into the Strand because of man-made barriers, and no record evidence establishes that such navigation would have been possible at the time of Florida's admission to statehood in 1845 when the stream presumably was in its natural condition. The Department of Natural Resources was notified in accordance with DER policy, of the pendency of Lee County's application, and asserted no claim of ownership over sovereignty lands in the area of the proposed project. The design for the proposed roadway includes a system of collector and spreader swales on the upstream and downstream sides of the Strand, respectively, connected by large culverts to be located beneath the roadway. The swales and culverts are intended to minimize interruption of the Strand's hydroperiod, the natural fluctuation and flow of waters within the affected portion of the Strand. A vegetated swale system paralleling the roadway is also included in the proposed roadway design to provide treatment and nutrient uptake from storm water runoff generated from the surface of the roadway. In addition, the toe of the slope of the roadway will be replanted with native vegetation, and the edge of the fill area will be meandered to save some existing vegetation. It is anticipated that the roadway could result in runoff containing from .17 to .18 pounds per day of nitrogen, and from .01 to .07 pounds per day of phosphate. The grassy swales proposed for inclusion in the project design have the capability of assimilating from 1.8 to 3.6 pounds of these nutrients per day, thereby ensuring a significant safety factor. It can also reasonably be anticipated that the swale areas are capable of absorbing any BOD loading from the roadway surface. As a result, it can reasonably be anticipated that the construction of the project will not result in the discharge of nutrients into the Strand, and that any heavy metals will be bound in organic sediments and not result in degradation of existing water quality. Ambient water conditions in the Strand show low dissolved oxygen content together with high biochemical oxygen demand, neither of which should be exacerbated by construction of the project. No violation of water quality criteria relating to herbicides is anticipated in view of Lee County's commitment at final hearing in this cause to control vegetation by way of mowing instead of by the use of herbicides. The proposed construction will, of course, destroy aquatic vegetation in the area lying in the path or "footprint" of the roadway itself, consisting of approximately seven and one-half acres, three acres of which are predominantly cypress. However, because of the design features of the proposed roadway, including grass, collector and spreader swales and the culvert system, the anticipated impact on the hydroperiod upstream and downstream of the project, and thereby the effect on aquatic vegetation and water quality will not be significant. Construction fabric will be used to allow the road surface to be supported without demucking, thus minimizing turbidity during construction periods, although it is intended that construction be conducted during the dry season, thereby further reducing the potential for turbidity violations. Further, the detention swales which are to be equipped with French drains are designed to retain the first inch of rainfall. Culverts to be constructed on the roadway are designed to accommodate a 50-year, 24-hour storm event. The Secretary of DER issued the subject permit on August 18, 1981, without any prior notice of intent. ASSWF received notice of DER's action in the form of a complete copy of the permit on August 27, 1981. On September 2, 1981, ASSWF filed its petition requesting a formal Section 120.57(1), Florida Statutes, hearing. This petition was received by DER on September 8, 1981. ASSWF and Audubon, and the members of these organizations, use the Six Mile Cypress Strand in the vicinity of the proposed project for field trips and environmental education activities which will be impacted should the project be approved. In addition, Audubon owns property within the Strand which may also be affected by the proposed project if permitted. Intervenors, Community Council and Lehigh Acres of Florida, Inc., Ralph Marciano, Claudia Tipton and H. Mark Strong requested to be granted party status in this proceeding in support of the application. Ralph Marciano owns a business allegedly limited because of the present poor highway access to the business center of the city. Claudia Tipton owns an electrical construction business alleged to be seriously hampered because of extended transportation time in emergency trips. H. Mark Strong is a retired fire marshal and contends that paramedics are seriously hampered in transporting emergency patients to the community hospital located in Fort Myers. The Community Council of Lehigh Acres was formed to serve as a council representing the entire community of Lehigh Acres on problems and projects affecting the health, welfare, growth and prosperity of Lehigh Acres. Essentially, these intervenors assert that the general public welfare and, in some cases, their own personal business interests, will be enhanced by building the proposed roadway, thereby enhancing vehicular access to various portions of the community.
Findings Of Fact On March 12, 1985, Applicant filed a request with the Department for a permit to construct a marina in a manmade basin (Captain's Cove) located on Lower Matecumbe Key, Monroe County, Florida. The permit sought by the Applicant, as modified, would allow it to construct a 52-slip docking facility consisting of two 5' x 248' docks, each with fourteen 3' x 40' finger piers and twelve associated mooring piles; and, approximately 590 linear feet of riprap revertment requiring the disposition of approximately 300 cubic yards of rock boulders landward and waterward of mean high water (MHW). All docks and finger piers would be constructed of prestressed concrete supported by concrete piles; mooring piles would be pressure treated wood. The Applicant proposes to organize the facility as a condominium development; however, live-aboard use will be prohibited. A manager's quarters, office, restrooms and a parking area will be provided on the adjacent uplands. The Department's October 3, 1985, notice of intent to issue, proposed to issue the requested permit subject to the following condition: The permittee is hereby advised that Florida law states: "No person shall commence any excavation, construction, or other activ- ity involving the use of sovereign or other lands of the state, title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund or the Department of Natural Resources under Chapter 253, until such person has received from the Board of Trustees of the Internal Improvement Trust Fund the required lease, license, easement, or other form of consent authorizing the proposed use." If such work is done without consent, a fine for each offense in an amount of up to $10,000 may be imposed. Turbidity screens shall be utilized and properly maintained during the permitted construction and shall remain in place until any generated turbidity subsides. Only non-commercial, recreational boats shall be allowed to use the proposed marina. The applicant shall incorporate this condition into the condominium document for the proposed marina and supply the Department with a copy of the document prior to any sales of the condominium. No live-aboard boats shall be allowed in the marina. This condition shall also be placed in the condominium document. A portable sewage pumpout wagon shall be provided at the marina. Pumpout effluent shall be properly disposed of by methods acceptable to the department; these methods and locations shall be approved by the department prior to construction. A supply of oil absorbent materials, designed to clean up small oil spills, shall be maintained at the marina office. At least sixty (60) days prior to construction, the applicant shall submit to the Punta Gorda DER office for review, a detailed list of equip- ment to be permanently maintained on site. This list of equipment shall be modified as necessary and approved by the department prior to construction. The uplands on the permittee's property shall be graded to direct stormwater away from the edge of the boat basin. No fuel facilities nor storage shall be allowed at the project. Only clean rock boulders free from attached sediments or other deleterious compounds, and of a minimum diameter of 2' or greater shall be installed as riprap. 1O. The Marathon Department of Environmen- tal Regulation office shall be notified 48 hours prior to commencement of work. "IDLE SPEED-NO WAKE" signs shall be placed at conspicuous locations at the docking facility with additional language that "this precaution exists throughout the length of the canal channel during ingress and egress". At least two trash receptacles shall be provided on each of the two main walkway piers: these receptacles shall be routinely maintained and emptied. Prior to dockage use by boats, marker buoys shall be established around all vege- tated shallow zones within the limits of the submerged property limits with signs advising boaters of "SHALLOW WATERS-NO ENTRY". Prior to construction, the applicant and the Mara- thon DER office shall meet to discuss accept- able locations for these markers. The project shall comply with applic- able 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. The Applicant has agreed to comply with all conditions established by the Department. The Marina Site Captain's Cove is a manmade navigable lagoon with access to Florida Bay through a 2,500' long by 100' wide canal located opposite the project site. The waters of Captain's Cove and the canal are designated Class III surface waters, and those of Florida Bay as Outstanding Florida Waters. The controlling depth for access to the proposed marina is found at the mouth of the canal, where Florida Bay is approximately 6' mean low water (MLW). Depths within the canal are typically 1' or 2' deeper than the controlling depth at the mouth. Captain's Cove is roughly rectangular in shape. It measures 1,400' northeast to southwest, and up to 500' northwest to southeast. In the vicinity of the Applicant's property, which is located in the northeast fifth of the cove, the cove measures 350' wide. The bottom depth of the cove is variable. The southwestern four-fifths of the cove was typically dredged to a depth of 25' MLW. Within the northeast fifth of the cove (the basin), a gradation in depths is experienced. The northwest portion of the basin, located outside the project site, is typically 5' - 6' MLW, and heavily vegetated by sea grasses (turtle grass, manatee grass, and Cuban shoalweed). The southeast portion of the basin, which abuts the Applicant's property, consists of a shallow shelf 10' - 20' in width. Beyond this shelf, the bottom drops off steeply to a depth of 20' MLW. The shelf abutting the Applicant's property is sparsely vegetated with mangroves, and provides limited habitat for aquatic fauna such as domingo mussels and paper oysters. Replacement of these mangroves and other shoreline vegetation with riprap would not significantly affect the biological balance within the cove and would provide suitable habitat for existing species. The waters within the cove are quite clear, and meet the Department's water quality standards except for a thin layer at the deepest part of the cove where dissolved oxygen violations were noted. The proposed marina is, however, to be located in the northeast fifth of the cove, opposite the access canal, where the waters are more shallow and water circulation more prevelant. As sited, the proposed marina will not exacerbate or contribute to a violation of the Department's water quality criteria. Areas of Concern During construction of the marina elevated turbidity may be expected by disruption of the basin sediments caused by installation of the facility's pilings. This can be adequately controlled, however, by the use of turbidity curtains during construction. Shading of the benthic environment is a long term impact associated with marinas. Since the boat slips will be located in the deeper 20' MLW depth of the basin, where seagrasses are not present, sunlight will be permitted to reach the productive areas of the basin lying at 5' - 6' MLW and no adverse impact from shading will be experienced. Boats by their very existence and operation present potential negative short term and long term impacts to the environment. Potential damage to the seagrass beds in the northwest portion of the basin will be eliminated or minimized by the planned installation of buoys 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 marina and access channel as an "idle speed-no wake" zone.[footnote 1] [footnote 1: Intervenors raised some concern regarding possible impact to the Florida manatee. While manatee have been sighted in the access channel, their occurrence is infrequent. Marking the shallow areas and designating the area as an "idle speed-no wake" zone will provide reasonable assurances that the manatee will not be adversely affected by the proposed marina.] The fueling of boats, hull maintenance, boat cleaning (detergents), and sewage discharge are additional pollution sources associated with marinas. While the proposed marina will have no fueling facilities and no live-aboards 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 conditions established by the Department, the following conditions are necessary: All craft docked at the marina shall be prohibited from pumping sewage into the waters of the cove. Use of the boat slips shall be limited to those person(s) who own the slip. Leasing of boat slips shall be prohibited. Living aboard any boat docked at the marina is prohibited at all times.[footnote 2] [footnote 2: During hearing some concern was raised regarding the definition of live- aboard. The Department's intent in specifying no live-aboards was that no person(s) stay overnight on any boat moored at the marina. The purpose of this condition is to clarify that intent.] No boat cleaning, hull maintenance, nor fish cleaning shall be allowed at the permitted facility. Limiting use of the boat slips to owners will provide reasonable assurances that the conditions imposed on the requested permit will be complied with. Prohibiting live- aboards, the pumping of sewage, fish cleaning, boat cleaning and hull maintenance, will provide reasonable assurances that Department standards for bacteriological and water quality will not be violated.
Findings Of Fact As planned, Phase I of Foxwood Lake Estates will consist of 300 mobile homes, which would require treatment of up to 45,000 gallons of sewage per day. The proposed sewage treatment plant would have a capacity of 46,000 gallons per day and would be capable of expansion. It would discharge treated, chlorinated water into a completely clay-lined polishing pond that has been designed for the whole of Foxwood Lake Estates at build-out; capacity of the polishing pond would be three times the capacity necessary for Phase I by itself. From the polishing pond, water is to flow into one or both of two evaporation-percolation ponds, either of which would be big enough for all the sewage expected from Phase I. The sides of these ponds would be lined with clay and a clay plug would constitute the core of the dike on the downslope side of each pond. According to the uncontroverted evidence, effluent leaving the treatment plant for the polishing pond would have been effectively treated by the latest technology and would already have been sufficiently purified to meet the applicable DER water quality requirements. The applicant proposes to dig the triangular polishing pond in the northwest corner of the Foxwood Lake Estates property, some 400 feet east of the western property line. The evaporation-percolation ponds would lie adjacent to the polishing pond along an axis running northwest to southeast. Their bottoms would be at an elevation of 164.5 feet above mean sea level and they are designed to be three feet deep. The evaporation-percolation ponds would lie some 300 feet east of the western property line at their northerly end and some 400 feet east of the western property line at their southerly end. A berm eight feet wide along the northern edge of the northern evaporation-percolation pond would be 50 feet from the northern boundary of the applicant's property. Forrest Sawyer owns the property directly north of the site proposed for the evaporation-percolation ponds. He has a house within 210 feet of the proposed sewage treatment complex, a well by his house, and another well some 300 feet away next to a barn. Two or three acres in the southwest corner of the Sawyer property are downhill from the site proposed for the ponds. This low area, which extends onto the applicant's property, is extremely wet in times of normal rainfall. Together with his brother and his sister, Charles C. Krug owns 40 acres abutting the applicant's property to the west; their father acquired the property in 1926. They have a shallow well some 100 feet from the applicant's western property boundary, and farm part of the hill that slopes downward southwesterly from high ground on the applicant's property. Sweetgum and bayhead trees in the area are also a money crop. Charles C. Krug, whose chief source of income is from his work as an employee of the telephone company, remembers water emerging from this sloping ground in wet weather. Borings were done in two places near the site proposed for the ponds. An augur boring to a depth of six feet did not hit water. The other soil boring revealed that the water table was 8.8 feet below the ground at that point. The topsoil in the vicinity is a fine, dark gray sand about six inches deep. Below the topsoil lies a layer of fine, yellow-tan sand about 30 inches thick. A layer of coarser sand about a foot thick lies underneath the yellow-tan sand. Beginning four or five feet below the surface, the coarser sand becomes clayey and is mixed with traces of cemented sand. Clayey sand with traces of cemented sand is permeable but water percolates more slowly through this mixture than through the soils above it. The applicant caused a percolation test to be performed in the area proposed for the ponds. A PVC pipe six feet long and eight inches in diameter was driven into the ground to the depth proposed for the evaporation-percolation ponds and 50 gallons of water were poured down the pipe. This procedure was repeated on 14 consecutive days except that, after a few days, the pipe took only 36 gallons, which completely drained into the soil overnight. There was some rain during this 14-day period. Extrapolating from the area of the pipe's cross-section, Vincent Pickett, an engineer retained by the applicant, testified that the percolation rate of the soils was on the order of 103 gallons per square foot per day, as compared to the design assumption for the ponds of 1.83 or 1.87 gallons per square foot per day. Water percolating down through the bottoms of the evaporation- percolation ponds would travel in a southwesterly direction until it mixed with the groundwater under the applicant's property. It is unlikely that the ponds would overflow their berms even under hurricane conditions. Under wet conditions, however, the groundwater table may rise so that water crops out of the hillside higher up than normal. The proposed placement of the ponds makes such outcropping more likely, but it is impossible to quantify this enhanced likelihood in the absence of more precise information about, among other things, the configuration of the groundwater table.
Recommendation Upon consideration of the foregoing, it is RECOMMENDED: That DER grant the application on the conditions specified in its notice of intent to issue the same. Respectfully submitted and entered this 17th day of December, 1980, in Tallahassee, Florida. ROBERT T. BENTON, II Hearing Officer Division of Administrative Hearings Room 101, Carlton Building Tallahassee, Florida 32301 Telephone: 904/488-9675 FILED with the Clerk of the Division of Administrative Hearings this 17th day of December, 1980. COPIES FURNISHED: Andrew R. Reilly, Esquire Post Office Box 2039 Haines City, Florida 33844 Walter R. Mattson, Esquire 1240 East Lime Street Lakeland, Florida 33801 David M. Levin, Esquire Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32301
Findings Of Fact The proposed wastewater treatment and disposal system is a stationary installation which may reasonably be expected to be a source of pollution. It will consist of a secondary treatment plant employing an aerobic process, and tertiary treatment utilizing a polishing filter. The effluent produced by these processes will be routed through a disposal field of 2,500 square feet in area, which is of adequate size and construction to handle peak loading. Effluent will be discharged into the disposal field through a distribution box and thereafter percolate through the soil. It will then mix with the groundwater and move toward Jug Creek, eventually flowing into Charlotte Harbor, a Class II waterbody (See Section 17- 3.051, F.A.C.). The efficiency of the system in removing five-day biochemical oxygen demand (BOD) and suspended solids will exceed 90 percent. The aerobic process will remove 10 to 15 percent of the nitrates and phosphates in the effluent. Further removal of these nutrients will occur through percolation and the planned vegetative ground cover. As a result, the groundwater will not contain significant quantities of these nutrients when it reaches the surface waters. Groundwater at this site is subject to tidal action and to occasional tidal flooding. In circumstances where unusually high tides result in a high water table, the expected nutrient removal by soil and vegetation may not take place. Similarly, hurricane flooding could cause effluent which is not fully treated to reach surface waters. The engineers employed by the applicant and the Department of Environmental Regulation have made on-site inspections to determine the level of the water table and soil conditions. They analyzed health department information on fecal coliform and the experience with septic tanks and other disposal plants located in this area. These findings have been incorporated into the system design and proposed location of the polishing pond. The Department requested relocation of the latter facility so as to provide 100 feet separation from the nearest surface waters, and thereafter issued its notice of intent to approve the application.
Recommendation Based on the foregoing, it is RECOMMENDED: That a Final Order be entered by the State of Florida Department of Environmental Regulation granting the applicant, Morris Kramer, a permit to construct a sewage treatment and disposal facility with a design hydraulic capacity of 7,500 gallons. DONE AND ENTERED this 4th day of November, 1981, in Tallahassee, Florida. R. T. CARPENTER, 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 4th day of November, 1981. COPIES FURNISHED: Paul R. Ezatoff, Jr., Esquire Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 James H. Seals, Esquire Post Office Box 2040 Fort Myers, Florida 33902 William H. Grace, Esquire Post Office Box 1480 Fort Myers, Florida 33902
Findings Of Fact The applicant currently operates a 58 slip marina Village at the proposed site, which was constructed under a modified permit from the Department in 1980 by Sunset Realty. Subsequent to that construction, the Petitioner commenced its Marina Village project on uplands adjacent to the existing dock facility and entered into a lease with Sunset Realty to operate the present marina as part of its "Boca Grande Club." The operative portion of the existing marina, that is, where boats are moored and operate, is in water eight feet or greater in depth. The marina provides fuel service at a separate fuel dock as well as electric and telephone service at the individual slips, thus permitting boats using the slips to hook up to on- shore electrical and telephone service. Sewage pump-out equipment is available at the fuel dock and a portable sewage pumping facility is available to be moved to each slip as necessary. Boca Grande Club employs a full time dock master who lives aboard a boat at the existing facility. The facility presently generally serves larger craft, that is, boats generally larger than 25 feet in length and serves some vessels in excess of 60 feet in length. The marina village portion of Boca Grande Club is a condominium, residential development, which is nearly completed and will consist of 48 residential units. A second portion of the Boca Grande Club is located on the Gulf of Mexico some 2,000 feet away from the marina village. The entire project employs slightly more than 100 people. The Petitioner contends that the existing marina of 58 slips is not sufficient to provide adequate dock space for the residents of the development, as well as members of Boca Grande Club. It also contends that the existing dock elevations are such as to make access from small boats to the dock difficult. The number of residents or club members requiring boat slips was not established, nor was it shown that efforts to modify existing dock elevations have been attempted unsuccessfully. In any event, the Petitioner applied to the Department on February 15, 1985, to construct the approximate 3450 square feet of additional dock facility. This would include a "T" shaped structure with an access ramp or walkway extending approximately 189 feet toward the existing channel from the shore. The waterward "T" portion will be 237 feet ~n length. Additionally,. an "L" shaped structure with two sections, each approximately 75 feet in length, would be constructed which would accommodate six boat slips. The "T" shaped dock will accommodate 19 boat slips at its waterward end. The docks proposed will contain ten 3' X 15' finger piers with regard to the "T" shaped dock and two 3' X 15' finger piers attached to the "L" shaped dock. The applicant would install 42 mooring pilings in the bottom of Gasparilla Sound for the mooring of boats using the docks. Thus, the applicant proposes the addition of approximately 25 boat slips with the proposed docks, all of which will be located within Gasparilla Sound, in the Charlotte Harbor Aquatic Preserve, an Outstanding Florida Water (OFW). This is a Class II water body pursuant to Chapter 17-3, Florida Administrative Code, and has also been designated an outstanding Florida water, pursuant to Rule 17-3.041, Florida Administrative Code. The docking facility will be located in an area vegetated by sea grass, including turtle grass and associated algae. The access ramp for the "T" dock would be through a mangrove fringe including red, white and black mangroves. The Department's appraisal recommended denial of the application unless certain modifications to the "T" shaped dock are accomplished, including omitting the "T" shaped docking structure or relocating it to an area without grass beds; that the pilings should be driven into place rather than placed in augured holes; that turbidity screens should be installed and staked around the proposed piling site and that no boats over 25 feet in length or equipped with heads or toilets should be allowed to moor at the docking facility, nor should boats be permitted with people living aboard them. On September 5, 1985, the Respondent issued its Intent to Deny indicating that the project was expected to violate water quality standards and that the construction of the dock and the presence of the moored boats attendant to use of the dock would lower existing water quality in terms of turbidity, biological integrity, bacteriological quality, especially as to fecal coliform and total coliform bacteria and based upon the DER's position that the "T" shaped dock would not clearly be in the public interest in several respects. The Department has no objection and proposes to issue a permit for construction of the smaller, "L" shaped dock. In response to the Intent to Deny, the Petitioner resurveyed the seagrasses in the area and located a site where the water depths sloped to deeper water and seagrasses were sparser. It modified its application, moving the waterward extension of the dock over the deeper water in the less dense seagrasses, but could not move the dock to a location to avoid seagrass since to do so would not allow maneuvering room for larger boats utilizing the existing dock. The applicant agreed to the other suggestions of modification by the Respondent. Thus, the applicant subsequently modified the application to include "bow-in" mooring of boats so as to place boat propellors over the deepest possible waters at the mooring site, as well as raising the central portion of the access ramp leading waterward from the shore, to provide for greater light penetration and less shading of seagrasses, as well as narrowing the dock to five feet in width where it passes through the mangrove fringe, so as to limit alteration of the mangroves at the site to only three trees. The Department continues to take the position that the permit should be denied, however, on the basis that the construction of the dock and the presence of the boats attendant to the dock will lower existing water quality in terms of the above particulars and based upon the DER's evaluation that the "T" shaped dock will not clearly be in the public interest. AMBIENT WATER QUALITY The Petitioner tendered C. W. Sheffield, professional engineer, and Dr. Martin Roessler as experts in the field of water quality and they were accepted without objection. The respondent tendered the expert testimony of Mr. Doug Frye and William Porter, respectively a dredge and fill specialist and supervisor and an environmental specialist with the Shellfish Monitoring Program for the Department of Natural Resources, who were accepted as expert witnesses in the areas of water quality and, with regard to Mr. Porter, the impacts of water quality on shellfish. It was thus established that the ambient water quality in the cove which contains the present marina and where the proposed docking facilities would be is generally good. The water meets all relevant State regulatory standards with the exception of fecal coliform and total coliform bacteriological standards for Class II waters. In that regard, repetitive samples have shown violations of the fecal coliform and total coliform bacteriological standards for Class II waters on a number of occasions. The data relied upon concerning fecal coliform organism levels at the project site was collected and analyzed over approximately a one year period during which time the samples were shown to contain fecal coliform and total coliform bacteria in violative concentrations a number of times. Marinas are known discharge sources for fecal coliform organisms. This is especially true of moored boats in marinas which often have toilets or heads which are illegally flushed into the State waters within the marina. The presence of moored boats with heads are known discharge sources of fecal coliform organisms and the boats utilizing the present marina and the proposed project do, and likely will, have toilets on board, which can be improperly discharged into the waters of the marina. This marina has been established to be a source of discharge of fecal coliform organisms in violation of the relevant standard for Class II waters of the State. There presently exists relatively high levels of fecal coliform organisms ranging up to 50 organisms per 100 milliliters of water in the area of the existing marina. This level of concentration exceeds the regulatory standard for fecal coliform bacteria in the Class II water quality rules. Although Mr. Porter discussed the possibility that high levels of coliform bacteria could be caused by birds or animals depositing fecal material in the water, he established that the likely source of elevated levels of this bacteria was improper operation of heads aboard boats, as pointed out by the fact that samples taken in other areas of the Gasparilla Sound away from marina sites do not exhibit the high coliform levels found on repeated occasions at the subject site. Thus, it has been established that the ambient water quality is within State standards for all parameters with the exception of fecal and total coliform bacteria for Class II waters. The Petitioner contends that Class III water standards are appropriately applied herein inasmuch as the Department placed the Class III standards rather than the Class II standards at issue in its Intent to Deny, albeit mistakenly. There is no question, however, that there are Class II waters of the State involved at this site and the subject area is within the aquatic preserve and outstanding Florida waters. The Petitioner is charged with knowledge of this inasmuch as the aquatic preserve boundaries are delimited in the Department's above-cited, published rule. In preparing and processing its application and electing to proceed with this project, the Petitioner is charged with knowledge that these are Class II waters and that the water quality criteria and considerations applicable to Class II outstanding Florida waters are the appropriate parameters with which it must comply. In any event, this is a de novo proceeding and the Department's initial position with regard to this application is not binding in favor of or to the prejudice of any party to the Section 120.57(1), Florida Statutes proceeding. IMPACT ON BENTHIC COMMUNITY ·9. There is a moderate stand of seagrass at the proposed site of the "T" portion of the dock or waterward end of the dock, with dense seagrass beds existing toward the shore, over which the narrower walkway portion of the dock will traverse. Seagrass beds are an especially productive marine community which contribute greatly to the biological diversity in surrounding waters because of their important function in the marine food chain. That function is involved with the seagrasses production of detrital matter consisting of seeds and vegetative material which marine organisms feed upon and upon which organisms larger fish, including commercial and sport fish species, feed upon. Potential adverse impacts caused by a project of this type on the Benthic Community at the project site and especially the seagrass beds involve the potential shading of seagrasses caused by the location of the dock over them, as well as the mooring of boats over them which shading retards or eliminates photosynthesis, which ultimately can kill the seagrass and thus reduce marine productivity in the area. The concentration of boats at such a mooring site as the end of this "T" dock will concentrate the effects of prop scouring, washing and prop dredging, which will have a destructive effect on seagrasses as well as the settling out of sediment from propellor wash or disturbance of the bottom on the seagrasses which can ultimately smother them as well as other marine life forms. In discussing these considerations, it should be pointed out that the "T" portion of the dock would be oriented in a general north-south direction which causes the shadow of the dock to move rapidly as the sun passes overhead in a general east to west direction. This would tend to minimize the effect of shading on the seagrass of the dock itself, particularly with regard to the approach ramp portion of the dock which is relatively narrow. That portion of the dock extending toward the shore runs in an east to west direction and would not exhibit the same rapidly moving shadow, but the central portion of the approach walkway has been elevated to such an extent that light reaching under the dock from both sides will be sufficient to allow photosynthesis of the seagrasses under the dock, although not for as long a period of the day nor at the same rate as would be the case if the dock were not present. The Petitioner asserts that its voluntary relocation of the "T" shaped portion of the dock from an area of dense sea grass to a moderately populated sea grass bed plus the proposed bow-in mooring of boats so as to alleviate propellor damage to the seagrass, together with its view concerning the prevailing water depth at the end of the dock, will serve to prevent damage to the seagrass at the end of the "T" dock where the boats will be moored. It has been shown, however, that the mooring of boats whether bow-in or otherwise will still create a significant amount of shading of the bottom which, together with the shading caused by the "T" dock as well as the associated finger piers will retard or prevent photosynthesis to some extent, especially where boats are moored for days at a time without moving. This will significantly reduce the marine productivity attributable to the seagrass by retarding its natural function or, in some cases, killing it with the resultant loss of the detrital production as well as carbon production, the former being crucial to the proper functioning of the marine food chain in the area. If the seagrass is damaged or extinguished by the shading effect, prop scouring and washing, and/or settlement of turbidity on the seagrass, or a combination of these factors, not only will its productivity be lost, but the biological diversity of marine life in the area will be reduced as it relates to those vertebrate and invertebrate marine animals which depend on seagrass as a food source either directly or indirectly. Dr. Roessler, for the Petitioner, opined that the attached biological communities or "fouling" organisms such as barnacles which would form on the dock pilings, if they were installed, would provide habitat for marine life and invertebrates and thus enhance the biological diversity of the area. These fouling organisms which attach to pilings, however, represent a very narrow portion of the potential marine biological diversity of life forms in an area such as this. Their advent on the pilings, should the pilings be installed, would not mitigate for the loss of important marine habitat and resultant species diversity that elimination of this portion of the seagrass beds would pose. Thus, reasonable assurances have not been established that significant adverse impact to the Benthic Community in the form of damage or elimination of the seagrass beds and their dependent biota will not occur due to shading and propellor scouring, dredging and washing occasioned by the installation of the docking facility. Respondent's expert witnesses Sheftal, Barth, and Dentzau uniformly expressed a concern for propellor scarring, dredging and prop washing of the seagrass beds caused by an improper operation of boats in the project area where water is too shallow over the grass beds to protect them from the resultant propellor damage. In this regard, the Petitioner's own experiments with actual boats indicated that approximately one to 1 1/2 feet of water will remain between the bottom of the sound and the boat propellors at the end of the "T" dock for the general type and size of boats which will use the dock, even assuming that the boats are moored bow inward, thus taking maximum advantage of the deepest water possible under the propellors when a boat engine is started. Respondent's witness Dentzau performed a test with a 21 foot boat with an approximately 100 horsepower outboard engine running it in both forward and reverse at the "T" end of the dock. He was able to readily generate a "plume" of turbidity consisting of sand and other bottom material suspended in the water by the scouring action of the propellor. Although it was demonstrated for water quality parameter considerations that this turbidity plume did not violate the water quality standards for turbidity, it obviously shows that over time the turbidity suspended by boat propellors will settle on the seagrasses and other bottom dwelling biota to their detriment and, more immediately important, demonstrates that prop washing and scouring will occur by boats even if moored bow-in at the presently proposed site of the "T" shaped portion of the dock. The Petitioner proposes by the configuration of its "L" shaped dock in conjunction with the IT" shaped dock, as well as with buoy lines, to keep boat traffic away from the dense grass beds surrounding the proposed dock site and over which the walkway will extend. The Petitioner will mark the entrance channel to the marina itself to keep boats from straying over adjacent grass beds. It has not been demonstrated, however, what steps can be taken to effectively prevent boats from approaching the side of the proposed dock around the ends of the buoy lines and over the dense grass beds toward prohibitively shallow water where prop scouring and scarring will occur. Further, although the Petitioner will mark the entrance channel to the marina itself to keep boats from straying over adjacent dense grass beds, the likelihood of propellor damage to the grass beds in the vicinity of the end of the "T" dock has been exacerbated by the concentration of boat traffic which will result by installation of that dock, over waters at the mooring site which are of insufficient depth to protect the grass bed at that location from scouring and washing from boat propellors. In view of these reasons, significant adverse impacts to the Benthic Communities and especially to the grass beds themselves will result by installation of the docking facility at the site proposed, primarily because of insufficient water depth for safe operation of boats in relation to the well-being of the grass beds in the vicinity of the end of the dock and because of the shading which will result by installation of the "T" shaped portion of the dock in conjunction with the boats to be moored to it and the finger piers between the boat slips attached to it. WATER QUALITY The Respondent, through its water quality expert witness, Doug Frye, expressed the concern that the proposed project would violate Rule 17-3.051, Florida Administrative Code, which requires that the State's waters be free from pollutants above a certain level measured by various accepted and codified scientific methods of measurement. In this regard, the primary concern of the Department is bacteriological quality as well as turbidity resulting from boat operation. The turbidity standards contained in the above Rule provides that State waters not exceed 29 nephelometric turbidity units above the natural background level. The Respondent contends that this level will be exceeded as a result of operation of boats in the vicinity of the dock. The Petitioner, however, presented a soils analysis and silt settling study which showed that bottom materials in the area involved consist of sand, with some finely pulverized shell and that this material settles very rapidly after being disturbed with little silt remaining in suspension a significant period of time after the disturbance. This is primarily because the level of organics in the bottom substrate is very low at this site. In this connection, the Petitioner's expert witness, Mr. Sheffield, anchored a 16 foot boat with a 40 horsepower outboard motor in the docking area of the proposed project. He operated the boat at 1,000 RPM for an extended period of time while measuring the resultant turbidity. The results of his measurements showed turbidity to be in the range of 5-11 NTUs. The Respondent's witnesses, however, operated a larger 21 foot boat at the location of the "T" shaped portion of the dock maneuvering it back and forth with a fairly large outboard motor in the 100 horsepower class, which might be presumed to be typical of the boats which will be using the proposed facility. The maneuvering of the boat with the larger engine in this shallow water created a clearly visible plume of turbidity shown by photographs introduced into evidence by the Respondent. In fact, however, although the turbidity plume was clearly visible, the Respondent's own direct measurement of turbidity taken from within the plume immediately after it was generated was 23.8 NTUs, still below the State standards for violations as to turbidity. The existing marina facility has a fuel dock and has adopted a fuel spill contingency plan. There will be no fueling of boats nor fuel kept at the proposed docks. Nevertheless, marinas were established to be a known source of discharge of oils and greases and the presence of more boats utilizing all the dock facilities, especially during fueling and maintenance procedures, will result in additional oils and greases being deposited in the water. Even if there is no fueling facility planned for the proposed docks, the additional boats represented by the 25 additional slips sought to be approved will have to be fueled and likely at the existing facility. This will heighten the risk of fuel, oil and grease spills. In this regard, it must be remembered that the present marina and the proposed docking facilities are in outstanding Florida waters in which no degradation of ambient water quality is permitted. In this context then, the Petitioner/Applicant has, not provided reasonable assurances that pollution levels for oils and greases will not increase as a result of the potential addition of 25 boats to this marina facility. A substantial issue has been raised in this proceeding concerning water quality as it relates to the bacteriological standard. It has been established that this marina is presently a source of discharge of fecal coliform organisms which frequently are present in sufficient concentrations so as to violate the standard for that organism for Class II waters. Fecal coliform bacteria are accumulated in the bodies of shellfish. The shellfish themselves are not harmed, but contaminated shellfish can accumulate concentrations of as much as 100 times the ambient fecal coliform bacterial levels present in the waters they inhabit. Fecal coliform bacteria can cause extreme illness in human beings, sometimes even paralysis and death. Fecal coliform bacteria in State waters results from the deposition therein of human or animal waste. The Petitioner maintains a sewage pumpout station located at its fuel dock with a direct connection to its sanitary upland sewer system, as well as a portable sewage pump that can be moved to each boat slip for pumping out of toilets or "heads" on boats. Upland fish cleaning stations will additionally be provided with the proposed docks so as to prevent refuse from fish cleaning activities being deposited into the waters of the cove. The fact remains, however, that there presently exist high levels of fecal coliform organisms in the waters of the cove at the marina site, in the above noted violative concentrations on repetitive occasions. The presence of boats moored in the marina with "heads" aboard are a known discharge source of fecal coliform organisms. The Petitioner proposes to restrict boats using the facility to those boats without marine heads aboard or requiring those with heads to keep them locked or otherwise not discharge them into the waters of the marina. If boats utilizing the marina have toilets aboard, however, there is a substantial likelihood that at some point those toilets will be discharged into the waters of the cove before any of the Petitioner's monitoring personnel are aware of it. The problem is thus one of enforcement. In this regard, it is established that even with the sewage pumpout station and the portable sewage pumpout device, that there are a number of "live-aboard" boats with marine heads in the marina at the present time and customarily. This has caused the above found violations of fecal coliform, Class II water standards. Although the Petitioner proposes to restrict boats at the proposed docking facility to those less than 25 feet in length and to establish a monitoring program by the marina management personnel to assure that the boats with heads only contain heads approved by Coast Guard regulation, reasonable assurances have still not been established that the enforcement plan proposed can be effective in ensuring that no marine heads or other sources of coliform bacteria will be discharged into the waters of the cove at the project site. The plan proposed by the Petitioner simply did not ensure that boats having marine heads will not use the marina and that those persons using boats so equipped will not, on some occasions, discharge the heads into the waters of the marina at the project site nor that spills will not result in the sewage pumping-out process. The Respondent's expert witness, Mr. Porter, confirmed that most fishing boats of the open "center console" variety of 25 feet length or less do not contain marine heads, nevertheless, he established that in his experience monitoring marinas of this sort, the restrictions against marine heads of the non-approved variety and the attempted restriction against boats discharging the contents of their heads into the waters of the marina cannot be effectively enforced nor was it established that fishing boats without marine heads will be the only type of boat to use the proposed docking facilities. Accordingly, the waters of the cove at the marina site and project site are in frequent violation of the fecal coliform and total coliform parameter for Class II waters and reasonable assurances have not been provided that the fecal coliform bacterial levels will not increase as a result of the installation and operation of the proposed facility with its attendant boats. Because of the likelihood of shellfish contamination by fecal coliform bacterial levels which will likely increase if the proposed project is constructed and operated, together with the loss of marine habitat and productivity posed by the harm likely to result to the seagrass beds in the vicinity of the proposed facility due to attendant boat operation, it has been shown that the water quality parameter for biological integrity in these Outstanding Florida Waters will likely be degraded. The "Diversity Index" of marine microinvertebrates in the area of the affected seagrass beds will likely be reduced below 75 percent of background levels. Therefore, in the context discussed above, the proposed construction and operation of the 25-slip marina facility with the "T" dock will lower ambient water quality in these outstanding Florida waters and will result in violations of State water quality standards for Class II waters in the above particulars. SHELLFISH HARVESTING Mr. William Porter of the Department of Natural Resources Bureau of Shellfish Sanitation established that the cove where the project would be located is closed to the taking of shellfish as a result of the contamination or potential for contamination of shellfish by coliform bacteria contained in fecal material. His Department's water quality sampling confirmed the elevated levels of fecal coliform bacteria in the cove on repetitive occasions. This elevated level of coliform organisms was shown to result from improper operation of marine toilets upon vessels using the marina at the present time. Because of the potential for contamination from vessels discharging fecal material, Mr. Porter established that the Department would likely close an area 50 percent larger than the present shellfish harvest closure area as a result of a 50 percent increase in the number of boats capable of using the marina if the proposed project is built. Mr. Porter acknowledges that if it could be assured that boats using the marina did not contain heads, the increased area of closure might be lessened after this project were built. He also established as pointed out above that such restrictions on boats containing heads from using the proposed boat slip is very difficult to enforce. Even with the present central sewage pumpout facilities and portable pumpout equipment at the existing marina, the marina still has failed to comply with fecal and total coliform standards for Class II waters on a repetitive basis. The management of the present marina has allowed live-aboard boats at the marina even though it has posted warning signs against boat owners discharging toilets in the cove waters. Mr. Porter also acknowledged that the Boca Grande North Marina, owned by Gasparilla Pass, Inc., was recently permitted by the DER and constructed and has not yet resulted in the Department's closing an additional area to the taking of shellfish. The area the marina is situated in, however, is only "conditionally approved" for the taking of shellfish, meaning that it is subject to closer monitoring by the DNR with a view toward the possible necessity of closing waters in the area of that marina. It was not established, however, how the fecal coliform or total coliform levels in the waters adjacent to that marina compare to the existing marina or the site of the proposed docking facilities at the existing marina, nor what conditions might prevail which would render that other marina a comparable site to -be used as a relevant demonstration of what conditions might be expected at the present marina if the proposed project were built and operated. Thus it has been shown that even though the Petitioner proposes limiting the size of boats at the proposed facility and closely inspecting and regulating any marine heads on boats using the facility to make sure they comply with Coast Guard regulations, it has not been demonstrated that the additional deposition of fecal coliform bacteria in the waters often the cove will be adequately prevented by the proposed enforcement measures. It is thus reasonably likely that the construction of the proposed project will lead to the closing of an additional area of water which is presently approved for shellfish harvesting. The closure of shellfish harvesting in waters is contrary to the public interest in terms of recreational values, fishing and marine productivity and others of the seven public interest criteria quoted below. Further, the contamination of shellfish, which can cause severe illness or even death in human beings, is clearly contrary to the public interest and there is a substantial likelihood that shellfish contamination is already occurring in the area due to the characteristic of shellfish by which they accumulate or store fecal coliform organisms to reach injurious levels for human consumption even though the shellfish themselves appear to be healthy. The area of the proposed project is extensively used for commercial and recreational shellfish harvesting at the present time, outside the immediate closed waters of the marina within the cove. PUBLIC INTEREST Section 403.918(2) (a) (1-7) requires that the Petitioner provide reasonable assurances that the proposed project will be clearly in the public interest. The public interest considerations of those seven criteria concern whether the project will adversely affect public health, safety or welfare or property of others: whether it will adversely affect conservation of fish and wildlife or their habitats; whether it will adversely affect the fishing or recreational values or marine productivity in the project vicinity; whether it will be of a temporary or permanent nature; and the effect on the current condition and relative value of functions reformed by areas affected by the project. Although Petitioner's witness, Dr. Roessler, related that the attached fouling communities, such as barnacles, which would form on the proposed docks and pilings would increase the diversity of marine habitat available, that will not offset the loss of marine habitat occasioned by the increasingly detrimental effect imposed by the project and the operation of it on the seagrass beds, in the manner discussed above. The fouling communities expected by Dr. Roessler to occur on the pilings to be installed, will not provide, nor replace the value of, the detritus (seeds and leaves) produced by the seagrass which would be lost, which is an important food source for marine organisms in the upper portion of the food chain in the area, some of which organisms include fish and have a high recreational value and commercial value. The importance of detrital production by the seagrass beds outweigh the value of the addition of the fouling communities on the pilings. In fact, the total diversity of marine species actually might decline even though the fouling organisms would be added with the installation of the pilings, once the harmful effects on the seagrass beds begin to occur after installation and operation of the proposed facility and over the life of the marina. Thus, in this regard, the project is contrary to the public interest and certainly not clearly in the public interest. Additionally, there is a substantial likelihood that shellfish may be contaminated which, in turn, will have an adverse effect on the public health, safety and welfare. The harvesting of shellfish has a substantial recreational and commercial value and is an important aspect of the marine productivity in the vicinity of the project. The heightened coliform bacteria production caused by the resultant expansion of the marina will adversely affect fishing and recreational values and marine productivity and will degrade the current condition and relative values of the functions performed by the marine habitat in the vicinity of the proposed dock. Finally, there is no question that the project will be of a permanent nature. The various detrimental effects on the public interest consideration found herein are rendered more critical by the fact that there is no truly redeeming public purpose or use for this project. This will be essentially a private docking facility designed to serve the residents of the applicant's attendant real estate development. The upland development is a condominium development and the slips will be owned by the condominium owners and not open to the general public, although the Petitioner did make vague reference to an idea that some slips might be rented to members of the public. This was not established to be the case and, in any event, the primary purpose of the boat slips is to enhance the desirability of the upland development. Although the Petitioner emphasizes that the advent of the additional slips might help attract as much as $1,000,000 additional revenue to the Boca Grande area by assisting the applicant in hosting the Annual Tarpon Release Fishing Tournament, it is also true that any development in a coastal area will likely represent some economic benefit to that area, but there is also a substantial economic and recreational benefit to maintaining the outstanding Florida waters involved in an undegraded condition and maintaining the present Class II, approved shellfish harvesting area unimpaired. Thus, although the proposed docks might be used for sponsorship of the subject fishing tournament and it can be said that that would enhance fishing and recreational value to some extent, it was not established that the tournament will not occur and that the extra revenue and enhancement of fishing and recreational value it will generate will not occur in the Boca Grande area anyway. The potential detrimental effects of the proposed project, delineated above, will also decrease fishing and recreational value over many years and for the life of this project in terms of harm to the marine habitat occasioned by the constant deposition of oils, greases and fuel and coliform bacteria in the Class II waters involved, as well as the other detrimental aspects of the project discussed above. It has not been established that the economic benefits of the fishing tournament and the addition of the boat slips will not occur but for the installation of this proposed docking facility. Although it may help relieve a shortage of marina slips in the area, it was not shown that this is the only alternative to relief of that shortage. ALTERATION OF MANGROVES The original site for the access ramp or walkway to the "T" shaped portion of the dock was selected through an on site inspection conducted in part by Respondent's witness, Andrew Barth. The mangrove area is less dense at the site of the walkway's penetration of the mangrove belt than surrounding mangrove areas. Petitioner's witness, Dr. Roessler, has participated in many studies involving mangroves in South Florida. He identified each tree within the proposed dock pathway. Through narrowing of the dock walkway to five feet and the relocation agreed upon by the Petitioner and Mr. Barth, it has been established that only three mangrove trees will be removed by the construction of the dock. Thus, there will be no substantial alteration or degradation of the mangrove fringe area at the project site. DOCK CONSTRUCTION Mr. C. W. Sheffield was accepted as an expert witness in the field of marine engineering. He established that the pilings will be installed using a 6 to 8 inch chisel point driven into the bottom of the sound with an air hammer. There will be no augering or other means of excavation used which would generate a substantial amount of turbidity. The air hammer will result in compaction of sediments by forces radiating out from the piling as it is driven, with the counteracting sheer force caused by the piling installation causing a slight bulging in the bottom around each piling, but nothing more. There will be no significant movement of sediment in the water column. The construction of the dock will take place moving from the land waterward, utilizing equipment mounted on the dock. Thus, construction barges will not be required to come into the shallow grass bed area with the potential for its damage. Small barges would be used in the deeper waterward portions of the project to install the mooring pilings off-shore from the end of the "T" dock. Turbidity curtains will be used during all construction, surrounding all phases of the construction work. In Mr. Sheffield's experience, such measures have resulted in no violation of the State turbidity standards at other similar projects, and are not likely to with this one. CUMULATIVE IMPACT A number of permits have been issued by the Department for docking facilities to the north of this proposal and other facilities are already in existence. Dr. Roessler opined that the geographic location of these, as well as that of this project, in light of the numerous inlets and high degree of tidal flushing and exchange through the inlets, will not result in any adverse cumulative impact occasioned by the addition of the proposed dock with 25 slips to those already existing in the Sound. It is noteworthy that, with regard to the potential this project poses for damage to the seagrass beds and for heightened production of fecal coliform bacteria, with the environmental damage attendant thereto, no proof was offered by either party concerning those considerations or effects to the extent that they might or might not exist at other marinas or docking facilities in the Gasparilla Sound area. There has been no proof to establish any cumulative impact.
Recommendation Having considered the foregoing Findings of Fact and Conclusions of Law, the testimony and evidence of record, the candor and demeanor of the witnesses, and the pleadings and arguments of the parties, it is, therefore RECOMMENDED that a Final Order be entered denying the subject permit application, except for that portion seeking authorization for the "L" shaped dock and six boat slips attendant thereto, which should be granted with the agreed-upon conditions and restrictions contained in the above Findings of Fact. DONE and ENTERED this 19th day of December, 1986 in Tallahassee, Florida. P. MICHAEL RUFF, Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 19th day of December, 1986. APPENDIX Petitioner's Proposed Findings of Fact: The rulings on the Petitioner's Proposed Findings of Fact are numbered below in the order in which they were presented (unnumbered) by the Petitioner. 1-6. Accepted Accepted, excepted for the last two sentences which are immaterial Accepted. Accepted, except as to the proffered material import of the last sentence. Accepted, except the first sentence which is not in accord with the greater weight of the evidence. Accepted, except as to the last three sentences which are not supported by preponderant evidence 12-16. Accepted. Rejected, as not in accordance with the preponderant evidence of record. Rejected as not being in accordance with the greater weight of the evidence. Accepted, but not as dispositive of any material issue presented. Accepted, except as to the last sentence which is rejected as being contrary to the preponderant evidence adduced. Accepted, except as to the third and last sentences which are rejected as being contrary to the preponderant evidence adduced. Accepted, except for the third and last two sentences which are rejected as to their purported import in the resolution of the material issues presented and as being not in accordance with the preponderant evidence adduced. Accepted. Accepted, but not as dispositive of the jurisdictional issue concerning "dredging and filling" for the reasons found in the Recommended Order. Accepted. Accepted. Respondent's Proposed Findings of Fact: 1-18. Accepted 19. Accepted, but not dispositive of any material issue presented. 20-25. Accepted. Rejected as not being a complete finding of fact. Accepted. Accepted, except as to the issue of water dept which would actually be less at the critical location involved. Accepted. Accepted, but not material. 31-31. Accepted. 35. Accepted, but not truly material in this de novo proceeding. COPIES FURNISHED: Robert A. Routa, Esquire 217 South Adams Street Tallahassee, Florida 32302-1386 Bradford L. Thomas, Esquire Assistant General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Victoria Tschinkel, Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Mary F. Smallwood, Esquire General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Stephen Fox, Director Division of Environmental Permitting Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32399-2400 ================================================================ =
The Issue Whether the proposed project will cause or contribute to violations of applicable state water quality standards contained in Rule 17-3, Florida Administrative Code. Whether the public interest criteria of Section 403.918, Florida Statutes will be et. Whether the Respondent DER should grant the applicant RONTO a dredge and fill permit pursuant to the Notice of Intent dated February 8, 1988, in DER File No. 111353525.
Findings Of Fact The Respondent RONTO is the owner and developer of real property contiguous to state waters in Collier Bay at Marco Island, Collier County, Florida. The proposed project is a 4,704 square foot multifamily dock with thirty-eight boat slips. Most of the slips are designed for small boats that are 22 feet or less in length. Three slips are designed to allow the mooring of boats 35 feet or greater in length. This dock is planned to be a private facility which will be used for dockage only. The proposed dock is subject to the Respondent DERs permitting requirements because the construction activity is to take place in Collier Bay (Class II Waters) and the dock structure exceeds 1,000 square feet in size. There is no dredging associated with the project. The facility will extend into the bay from a canal which is directly connected to a deep water channel. A large portion of the dock will be outside of the canal, and the slips provided for larger boats will be located on the south side of the dock in the deeper water. Because the bay is a relatively shallow water body with a number of sand bars, the north side of the dock is designed to accommodate smaller boats which have less draft. The Petitioner is the owner of a single family home within the development which is adjacent to the proposed dock. All that is separating the Petitioner's backyard from the dock site is the canal. This canal is one hundred feet wide. The Petitioner filed a petition in which he disputed the appropriateness of the Intent to Issue filed February 8, 1988. In support of his position, the Petitioner identified a number of areas of controversy which he contends should cause the Respondent DER to reverse its preliminary decision to grant the dredge and fill permit on this project. Water Quality During the application process for the permit, the Respondent DER required water quality sampling done in the bay. Respondent DER designated three general locations from which the samples should be taken. One sample was requested from the mouth of Collier Bay as a control site. The next sample was to be taken from the mouth of the canal, and the third was to be obtained from the water directly under the proposed docks. The samples were collected by the Big Cypress Service Company and sent to an independent, state certified laboratory for analysis. The analysis revealed extremely high levels of lead, cadmium, and zinc in the sediments at all three sampling locations. All three samples exceeded the guidelines established by the Respondent DER's chemistry department to indicate potential water quality problems. In order to determine if sampling error had occurred, a second set of samples was requested by the Respondent DER. This set of samples was gathered by the Big Cypress Service Company in essentially the same locations as the first set. It was sent to a different state certified laboratory for analysis. The results of the analysis of the second set of samples did not show any elevated levels of metals. The first set of samples was considered to be inaccurate by DER because the reported concentrations of metals were not compatible with the project site. There were no indications that a toxic metal dump site which could logically cause such concentrations of metal to occur was located in the area. Even if some toxic metal dumping had occurred in the area, the control sample taken from the mouth of the bay should have revealed lower levels of the metals in its contents due to the flushing activity that occurs there. Because of the factual and logical inconsistencies, DER concluded that an error was made in the gathering of the first set of samples or in the laboratory analysis of them. The results of the analysis of the second set of samples met state water quality standards. They were accepted by DER as accurate and reflective of site conditions. The laboratory analysis of the second set of samples demonstrates that Collier Bay currently meets the criteria for surface waters and the more stringent standards placed upon Class II Waters. During the hearing, the Petitioner did not submit any contrary, reliable evidence based on objective or empirical information which was sufficient to rebut the prima facie showing that the second set of samples accurately reflects the water conditions at the construction site. Water Depths and Water Habitats There are sufficient water depths, based upon the Bathymetric profile and the appraisal and site inspection by the Respondent DER, for a dock to be built at the proposed site. The Bathymetric profile submitted into evidence was completed in June of 1988, prior to the administrative hearing. Although there were photographs and testimony presented which show that a sand bar exists at the mouth of the canal, the Bathymetric profile is found to be determinative of water depths at the site because of its recent compilation and because seasonal fluctuations in water levels cause photographs and testimony to be less reliable. Sea grasses create a positive habitat for the development of animal and fish wildlife. They promote sediment stabilization and provide a pollution filtration system. The placement of the dock at the proposed site will adversely impact upon the development of sea grasses in the canal and the shallow waters to the north and the northeast of the project. Fish, Fowl and Animal Wildlife There was insufficient evidence presented to establish that the local bird and fish habitats will be adversely impacted by the proposed dock. There was no evidence that the dock site is a bird roosting area, although an eagle has fished at that location on a regular basis. Bird life such as the ospreys in the area will be unaffected by human disturbances. Manatees have been regularly sighted in the Collier Bay area in large numbers. The evidence as to potential harm to this endangered species from the building of the proposed dock is inconclusive. Navigation The proposed dock will increase boat traffic in the bay. Due to the location, boats seeking to leave the dock to go to the river will speed across the shallow area to the north and northeast of the dock. Higher speeds are necessary to create a shallow draft to prevent the boats from running aground. There is no competent evidence to show that this activity will increase boating dangers within the bay. The proposed new channel from the dock to the existing channel on the eastern side of the bay will not create a new navigational hazard. Speeding boats from the south will have a clear view of the boats in the new channel for an extended period of time before they actually meet in the channel intersection. Mitigation In order to mitigate the possibility of the project having an adverse impact on the water quality, the Respondent RONTO proposed certain measures it would take to improve water quality at the site. The application for the permit was amended to include the following: "A riprap/mangrove area will be created between the existing seawall and the proposed docks. Monitoring and remedial actions will be performed to assure an 80 percent survival of the red mangroves." In order to create the riprap/mangrove area, the dock was redesigned to be placed several feet away from the seawall. It is anticipated that this small restoration program will promote sediment stabilization. This stabilization will become important when the project is completed because waste or debris resulting from the increased boat traffic will be expected to settle at the bottom of the canal and accumulate in sediments. The program will assist in keeping the sediments down in the canal bottoms. During the construction of the project, the placing of the pilings will cause turbidity which will affect the water quality standards on a short- term basis. In order to mitigate the temporary damage from pile placement, the Respondent RONTO will use turbidity screens to contain all generated turbidity. The riprap and the mangroves will assist in the functions of the biological systems at the site. As stated previously, the project will affect the sea grasses in the canal as well as those to the north and northeast of the project. The new positive habitat which will be created at the site will provide a more effective pollution filtration system than the one currently provided by the sea grasses. Because of the depth of the canal, and the inability of the sea grasses to attach and grow well around the site, the current conditions within the canal are unstable. The restoration program will be more stable than the sea grasses because of the nature of the program and because the Respondent RONTO will warrant the survival of eighty percent of the red mangroves for the life of the permit. The mangroves will also provide for the uptake of nutrients in the water column. This will help to support the development of marine life at the site. It is anticipated that there will be additional attachment opportunities and greater protection for the young marine life. The primary production of fish and wildlife species will be enhanced by the restoration program. Mangroves provide a habitat for approximately ninety per cent of the commercially valuable fish and shellfish species in the area. The riprap will provide a habitat for oysters, barnacles, and other marine organisms. As a result, there should be an increase in crabs and other marine life in the area. The Respondent RONTO has been required by the Respondent DER to space the deck planks at least three-eighths of an inch apart in order to allow for additional penetration of light through the planks. This will allow for photosynthesis to occur in plant life in the water. Plant production is encouraged in order to help maintain the adequate levels of dissolved oxygen for the Class II Waters in the canal area. Also, because of ecological development, the production of primary plant life provides the opportunity for additional marine life in the area. The riprap will stabilize the slope at the base of the seawall. This will prevent erosion in that area. To safeguard against injury or death to manatees in the bay area from the increase in boats, particularly boats which may be speeding to reach the river through the shallow areas, the Respondent RONTO has volunteered to place an educational display on the upland. This display will notify the boaters using the facility that manatees frequent the area. It will give them information about their habits and practices. In addition, the Respondent DER and the Department of Natural Resources are requiring the installation of manatee caution signs at the dock and in the access channels in Collier Bay. The entire bay is designated as an idle speed zone. There are numerous "no wake" and "idle speed" signs in the bay. If the boaters obey the boating rules and regulations within the bay and remain on the lookout for manatees as required, the addition of the thirty eight boat slips should have a minimal adverse impact on the manatee population. In order to mitigate the potential navigational problems the additional boats could cause in the bay, the Respondent DER has required the Respondent RONTO to clearly mark the proposed navigational channel from the docks to marker six in the existing channel with U.S. Coast Guard approved markers. These markers will be spaced one hundred feet apart. The marking of this new channel should eliminate some of the current navigational problems in the bay. The markers, by their location, will discourage boaters from entering the shallow areas north of the proposed docks. Balancing of Interests In the dredge and fill application appraisal, site review, and notice of intent to issue, the Respondent DER considered and balanced all of the required statutory criteria to determine that the project is not contrary to the public interest or applicable water quality standards. Areas of Controversy All of the areas of controversy raised by the Petitioner which are within the Division of Administrative Hearings' jurisdiction have been sufficiently met by the reasonable assurances of Respondent RONTO and the permit conditions required by Respondent DER. Based upon the evidence presented, it is concluded that the harms anticipated by the Petitioner will not occur.
The Issue The issue presented in this case is whether the Petitioner has the requisite experience necessary in order to qualify to take a Class A drinking water treatment plant operator certification exam.
Findings Of Fact On May 11, 1989, Petitioner, Albert Galambos, submitted an application to Respondent, Department of Environmental Regulation ("DER"), to take the prerequisite examination necessary for certification as a Class A drinking water treatment plant operator. On May 20, 1989, Helen Setchfield, Certification Officer for DER mailed to the Petitioner a Notice of Final Order of Denial of Petitioner's Application for Examination and Certification as a Class A drinking water treatment plant operator. The Notice of Final Order of Denial stated that Petitioner was ineligible to sit for the examination and/or was ineligible for certification as a Class A drinking water treatment plant operator because his "actual experience is in an occupation which does not qualify as actual experience as an operator of a treatment plant as defined in Section 17-16.03, Petitioner has worked at the Miami-Dade Water and Sewer Authority Department ("Authority") for 17 years. His current position is Water and Sewer Mechanical Operations Supervisor, a position he has held since 1983. This position entails actual onsite operational control of the equipment and mechanical processes of the Authority's water production plants and overseeing all maintenance of equipment at the Authority's three regional water treatment plants and the smaller interim plants, developing safety procedures for the operation of equipment, training plant personnel in the mechanical operation of the equipment, establishing maintenance schedules and maintaining those records, and taking samples as necessary to determine proper equipment functioning, performing or overseeing the loading of chemicals and the connecting of chlorine cylinders, and the recharging of these systems. He assists the certified operators in remedial action if some aspect of the plant is not functioning properly, but he has no supervisory authority over the certified operators. Petitioner is held responsible by the Division Director for the smooth running of the equipment at the Authority's water treatment plants. He prepares reports, logs and records regarding the mechanical equipment and operations of the plant. Petitioner supervises and manages 36 employees who are mechanics, electricians and laborers. From 1979 to 1983, Petitioner was a plant maintenance foreman for the Authority. This position included responsibility for supervising and performing skilled mechanical tasks on a variety of mechanical equipment at the water plants. From 1976 to 1979, Petitioner was a plant mechanic at the Authority. This position was skilled work at the journeyman level in the installation, repair, and maintenance of mechanical equipment at the water plants. Between 1974 and 1976, Petitioner worked in an unclassified position doing what a diesel plant operator does at the Authority. This position involved responsibility for the operation of large diesel engines used to drive large pumps and related equipment. From 1972 and 1974, Petitioner was a semiskilled laborer with the Authority. This position involved heavy manual work requiring limited skills in various maintenance tasks. Petitioner has never served as a drinking water treatment plant operator nor been licensed as a drinking water treatment plant operator at any classification. Petitioner has not previously applied for, nor obtained any water treatment plant operator certification. Petitioner has successfully completed the required course work for Class A operator certification. Petitioner is a high school graduate and has successfully completed the required coursework for certification. These activities yield three years and four months of constructive experience towards certification. Petitioner's experience prior to 1983 did not constitute actual experience because in those positions, Petitioner did not have operational control of a drinking water treatment plant. Even if Petitioner's current position was accepted as "actual experience" (a determination which is specifically not resolved here,) the combination of Petitioner's constructive and actual experience would be less than the twelve years of experience required for certification as a Class A operator. Thus, Petitioner has failed to prove that he meets the experience requirement necessary for certification as a Class A drinking water treatment plant operator. Petitioner's current position is supervisory and he has a great deal of maintenance experience gained through his various positions at the Authority. Petitioner's current position affords him the opportunity to learn about many aspects of operating a treatment plant efficiently by conducting inspections of the treatment plant processes, monitoring of the treatment plant processes, and adjusting the treatment plant processes. However, the evidence did not establish that Petitioner manages the treatment plant processes as required to constitute actual experience under the existing rules. It is unclear from the evidence presented whether Petitioner's day-to- day onsite experience at the plants constitutes the actual operational control of a water treatment plant. It would appear that Petitioner's current position does not allow him experience in managing the overall treatment process. However, further evidence and/or a better understanding of Petitioner's job responsibilities could alter this observation. In view of the disposition reached in this case, that issue need not be addressed further at this time.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Regulation issue a final order denying Petitioner's application of May 10, 1989, for certification as a Class A drinking water treatment plant operator. DONE AND ENTERED in Tallahassee, Leon County, Florida, this 3rd day of January 1990. J. STEPHEN MENTON Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 3rd day of January, 1990.
Findings Of Fact Trans/Circuits is a manufacturer of electronic printed circuit boards located at 210 Newman Way, Lake Park, Florida. Trans/Circuits' manufacturing operation involves the deposition of copper on plastic boards and the use of a lead or tin etch resist in order to create an electrically conducting circuit board. In the course of the manufacturing process, rinsewaters are used which become contaminated with copper and lead from the manufacturing process. These rinsewaters undergo chemical treatment to remove the metals and other contaminants, and are then discharged into an unlined percolation pond located behind Trans/Circuits' facility. About 36,000 gallons of effluent are discharged into the pond every day. The percolation pond discharges into ground water underlying Trans/Circuits' facility which groundwaters contain less than 3000 milligrams per liter (mg/l) of total dissolved solids. Trans/Circuits uses a Havviland brand wastewater treatment system. The system at present does not provide treatment sufficient to remove copper, fluoride, and lead from the wastewater effluent in compliance with the DER class G-II groundwater standards for these metals, i.e., 1.0 mg/l of copper, 1.5 mg/l of fluoride, and .05 mg/l of lead. Trans/Circuits has exceeded the effluent limitations for copper and lead at almost all times since at least June 1984. Trans/Circuits is not likely to comply with those standards for at least six months, by Trans/Circuits' own admission. The Operating Permit Application, Case No. 83-3676 Trans/Circuits requested a hearing to contest the DER Notice of Intent to Deny the application for an operating permit. The burden of proof and burden of going forward is therefore on Trans/Circuits to show that it is entitled to issuance of the operating permit. In this regard, Trans/Circuits did not introduce into the case any evidence relating to the operating permit application and did not introduce the application, itself. Further, Trans/Circuits did not present any evidence that its installation will abate or prevent pollution, or that it can provide reasonable assurances that the system which it seeks to operate will not discharge, emit or cause pollution. The Trans/Circuits facility has never been in compliance with DER standards and cannot provide assurances that it will be in compliance at anytime in the foreseeable future. Further Trans/Circuits has been operating without an operating permit at least since October 1983. The Month-to-Month Authorization, Case No. 84-0191 On September 17, 1982, DER issued a Notice of Violation and Orders for Corrective Action (NOV) to Trans/Circuits. The NOV alleged that Trans/Circuits violated provisions of Chapter 403, Florida Statutes, and DER rules in operation of its industrial waste water treatment and disposal system. Trans/Circuits requested and received an informal conference to discuss the allegations of the NOV, which conference was held on October 20, 1982. At the informal conference, DER and Trans/Circuits reached agreement on a resolution of the issues raised by the NOV. On November 4, 1982, a Consent Order was issued by DER, setting forth the parties' agreement and requiring Trans/Circuits to perform certain corrective actions. In the consent order, Trans/Circuits agreed not to discharge industrial wastewaters into waters of the state "without an appropriate and valid permit authorizing such discharge or having otherwise obtained Department authorization." At the time the consent order was issued, Trans/Circuits was operating pursuant to a DER construction permit which was issued for the purpose of allowing Trans/Circuits to make certain modifications to its treatment system to bring the system into compliance with DER effluent standards. The construction permit expired in January 1983, but Trans/Circuits continued to operate. About one month after the construction permit expired, DER notified Trans/Circuits that it was violating the consent order by operating without DER authorization. The parties met to discuss the matter, and agreed that Trans/Circuits would cease operation for one week to conduct bench-scale testing to identify problem areas and possible corrective actions. Trans/Circuits did cease operation and conduct the testing as agreed. Trans/Circuits presented the data resulting from their bench scale testing to DER, and represented that it had identified problem areas that needed correction. DER evaluated the data and agreed to allow Trans/Circuits to operate for a limited time to gather plant effluent quality data which would form the basis for DER's decision whether to allow operation to continue. DER did not take enforcement action to have Trans/Circuits cease operation at that time because DER wanted to give Trans/Circuits time to show that it could comply with the effluent standards as it claimed it could. On March 23, 1983, DER notified Trans/Circuits that there had been a significant improvement in the plant's ability to produce effluent of acceptable quality, and DER authorized Trans/Circuits to make modifications in order to improve effluent quality. DER at that time gave Trans/Circuits authorization to operate for an indefinite period, with the condition that DER would rescind its approval if the program of sampling and system approval did not continue. Trans/Circuits accepted the authorization on DER's terms. On April 12, 1983, DER granted Trans/Circuits' month-to-month authorization to operate ". . . provided continued improvement is made in your system's operation and the Department can reasonably anticipate system compliance." This authorization was in response to a request from Trans/Circuits for 90-day temporary operating approval in order to demonstrate that the system could comply with state standards. By letter dated October 5, 1983, DER withdrew its authorization for month-to-month operation of Trans/Cirouits' facility because it believed that compliance with state standards could no longer be reasonably anticipated. Despite Trans/Circuits' best efforts, the facility was not in compliance and DER had no assurance that continued operation would bring the facility into compliance within a reasonable amount of time. Trans/Circuits has never ceased operation since DER withdrew its month-to-month operating approval. Trans/Circuits has not had a DER permit for construction or operation of the facility since the expiration of their last construction permit in January, 1983. At a meeting on December 1, 1983, Trans/Circuits' general manager admitted that he was aware that Trans/Circuits' was in violation of the terms of the consent order by continuing to operate without DER authorization. Analysis of Trans/Circuits' plant effluent for April 1983, shows that average lead levels were 0.21 parts per million (ppm) (or mg/l), average fluoride levels were 2.45 ppm, while average copper levels were 0.51 ppm. These were the effluent levels existing when Trans/Circuits was granted its month-to- month approval for operation. Since the month-to-month authorization was granted, the majority of Trans/Circuits' effluent samples have not complied with the DER standards for lead, copper, and fluoride. Since April 16, 1984, five percent or less of Trans/Circuits' effluent samples have complied with the effluent standards for lead and copper. In the week or two prior to hearing, the majority of effluent samples contained lead at a concentration of 0.2 to 0-5 ppm (with some higher), and contained copper at a concentration of between 2 and 3.5 ppm (with some higher). The most recent data available indicate that Trans/Circuits is not in compliance with the effluent standards for lead, copper and fluoride. Daily average effluent concentrations for lead and copper are significantly greater now than they were when DER issued its month-to-month authorization. Groundwater samples just outside Trans/Circuits' property show violations of the DER standards for lead. The evidence shows that Trans/Circuits effluent quality has not improved since April 1983. Effluent concentrations of lead and copper have actually increased significantly since October 1983, when DER withdraw its month-to-month authorization. Trans/Circuits does not even expect to know before December 1984, whether its present system can attain compliance with effluent standards. The Construction Permit Application On March 8, 1984, Trans/Circuits applied to DER for a permit to construct modifications and improvements to the existing Havviland wastewater treatment system. Although the stated purpose of the requested construction was to upgrade the system to achieve compliance with the Riviera Beach Sewer Use Code so as to allow a sewer tie-in, Trans/Circuits had abandoned that purpose by the time of the hearing. Trans/Circuits now seeks to upgrade the systems so that the effluent can comply with the applicable standards for discharge to ground water. When DER received the application, it was reviewed by a DER engineer to see if it was complete. The engineer determined it was not complete, and notified Trans/Circuits on April 6, 1984, that additional information was needed to complete the review process, all of which information was necessary to determine whether a permit should be issued for the requested construction. Trans/Circuits' general manager objected to the request for additional information, claiming that all the requested information was not necessary to review the application. However, at the request of Trans/Circuits' counsel, a meeting was held between representatives of Trans/Circuits and DER to discuss the request for information that was needed for review of the application. Trans/Circuits thereafter, withdrew their objections, and agreed to provide the requested information. Trans/Circuits responded to DER's request for additional information on June 27, 1984, at 3:30 P.M. the day prior to hearing. Trans/Circuits delivered a packet of information to DER at that time that purported to be the requested information. Also at that time, however, Trans/Circuits told DER that it had already performed some of the construction for which a permit was sought, and that it was not sure what, if any, of the remaining construction would be undertaken. The information that was submitted to DER was not all of the information requested by DER. No flow diagram was submitted and waste effluent analysis was lacking. Without this information, it is impossible to determine whether or not reasonable assurance has been provided by Trans/Circuits that DER standards will be met. Even if all of the requested information had been submitted, DER could not issue a construction permit to Trans/Circuits because its future construction plans are now only speculative. Trans/Circuits does not know what modifications it intends to construct, or when exactly such modifications will be made. All that is certain is that Trans/Circuits does not intend any longer to construct the modifications for which it made application. DER evaluates applications to determines whether all proposed modifications works as a system. Trans/Circuits is the applicant for this permit and has the burden of showing that it is entitled to issuance of the permit. Here Trans/Circuits failed to present any evidence of what construction it actually plans to do, let alone that the purposed construction meets the criteria and that it is entitled to the permit.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That a Final Order be entered by the State of Florida Department of Environmental Regulation: Denying Trans/Circuits application for an operation permit; Denying Trans/Circuits application for a construction permit; and Withdrawing the month-to-month authorization for Trams/Circuits' operation. DONE and ENTERED this 19th day of September, 1984, in Tallahassee, Florida. DIANE K. KIESLING 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 19th day of September, 1984.
The Issue The issues to be adjudicated in this proceeding concern whether Conrock Utility Company's application for a water certificate in Hernando County meets the requirements of Sections 367.041 and 367.051, Florida Statutes, and, therefore, whether it should be granted.
Findings Of Fact 1. Applications and notices of intent to apply for a water certificate for a particular service area are required to be noticed in a newspaper of general circulation in the service area involved. In this proceeding, an affidavit was introduced from the "Sun Coast News," to the effect that Conrock had caused to be published in that newspaper its notice of intent to apply for the water certificate. That newspaper is published on Wednesdays and Saturdays in New Port Richey, Pasco County, Florida. Conrock's proposed service area, or territory, is in that portion of Hernando County lying east of the City of Brooksville. This newspaper is a free publication and states on the front page that it is circulated in Pasco and Hernando Counties. There is some testimony to the effect that the newspaper is only circulated in that portion of Hernando County lying westward of Brooksville near the Pasco County border, which is an area removed from Conrock's proposed service territory. No evidence was presented to the effect that that newspaper actually circulates in Conrock's proposed service territory. 2. Rules 25-30.030(2)(f), 25-30.035(3)(f) and 25-30.035(3)(h), Florida Administrative Code, require that the utility provide evidence that it owns the land where the treatment facilities are to be located or provide a copy of an agreement providing authority for the continuous use of the land involved in the utility operations and that a system map of the proposed lines and facilities be filed with the Commission. It was not established that Conrock owns or has a written lease for the land where the water facilities are proposed to be located. No actual lease has been executed providing for long-term continuous use of the land. It is true, however, that a verbal agreement exists with the Williams family members and/or the Williams Family Trust, who own the land upon which the facilities would be located, authorizing the use of the land for the proposed operations and facilities. That unrebutted evidence does establish, therefore, that Conrock has authorization to use the land where the water facilities, including the wells, are, or will be located. Although there is no extant written agreement, as yet, providing for the continuous use of the land involved, Conrock did establish that such an agreement can be consummated in the near future based on the verbal agreement it already has. Conrock did place into evidence a territorial map of the proposed service area. It did not, however, provide a system map or otherwise provide concrete evidence of where distribution lines and other facilities would be located for its proposed system. It submitted instead a "planning study" directed to the question of whether a water utility is needed for the proposed territorial area. It submitted no design specifications for the proposed system into evidence however. Conrock has not filed any tariff rate schedules for any water service it might conduct, if granted a certificate. Concerning the question of the need for the proposed water service, it was established by Conrock that 900 acres of the proposed service territory are mainly owned by the Sumner A. Williams Family Trust (Family Trust). Additionally, some small tracts are owned by S. A. Williams Corporation, a related family corporation. The majority of the 900-acre tract is zoned agricultural and the S.A.W. Corporation operates a construction/demolition landfill on that property. There is no evidence that it contemplates a real estate development on that 900-acre tract or other tracts in the area which could be served by the proposed water utility. Neither is Conrock attempting entry into the utility business in order to supply water to a development of the above-named corporation or any related party, person or entity. The proposed service area is rural in nature. The majority of people living in the area live on tracts of land ranging from 1 to 200 acres in size. The people living in the proposed territory either have individual wells or currently receive water service from the City of Brooksville or from Hernando County. Both of those entities serve small subdivisions, or portions thereof, lying wholly or in part in the proposed service territory of Conrock. Conrock has not received any requests for water services from residents in the proposed service territory. There is some evidence that discussions to that effect may have occurred with an entity known as TBF Properties, lying generally to the north of the proposed service territory. TBF Properties apparently contemplates a real estate development on land it owns, which also encompasses part of the Williams family property; some of which lies within the proposed service territory. Plans for TBF's residential construction development are not established in the evidence in this case however. There is no evidence which shows when or on what schedule the construction of that development might occur, nor whether it would actually seek service from Conrock if that entity was granted a water certificate. TBF Properties is the only entity or person in Conrock's proposed service territory that has expressed any interest to the City of Brooksville concerning receiving water service from the city. There have been no requests to the county for water service in the proposed service territory, except by Budget Inn, a motel development. The proposed service area includes a number of small subdivisions. These subdivisions are Mundon Hill Farms, Eastside Estates, Cooper Terrace, Country Oak Estates, Chris Morris Trailer Park, Potterfield Sunny Acres, Gunderman Mobile Home Park, and Country Side Estates. Mundon Hill Farms is an undeveloped subdivision. Eastside Estates and Cooper Terrace have limited development and the Country Oak Estates consist of only three homes. The Chris Morris Trailer Park has a small number of mobile homes but is not of a high density. Potterfield Sunny Acres has six to eight homes. Gunderman Mobile Home Park is a minor development. The Country Side Estates development has its own independent water system. Some subdivisions in Conrock's proposed service area already receive water service from the city or the county. Conrock was incorporated in the past year and as yet has not had any active business operations. It currently has no employees. Mark Williams, the President of Conrock, manages the construction/demolition landfill operation owned by the S.A.W. Corporation. The landfill business is the most closely related business endeavor to a water utility business in the experience of Mr. Williams, Conrock's president. If Conrock were granted a water certificate, either Ms. Donna Martin or Mr. Charles DeLamater would be the operations manager. Neither of these persons possesses any license or training authorizing him or her to operate a water utility system. No evidence was presented as to Ms. Martin's qualifications to operate a water utility system. Mr. DeLamater manages a ranch at the present time and also works in a management capacity in the landfill operation for the Williams family. There is no evidence that he has received any training in the operation of a water utility. It is true, however, that the representatives of the engineering and consulting firm retained by Conrock, who testified in this case, do possess extensive water and sewer design and operation expertise. The evidence does not reflect that those entities or persons would be retained to help operate the utility, but Conrock established that it will promptly retain operating personnel of adequate training and experience to operate the water system should the certificate be granted. Conrock has not established what type of system it would install should the certificate be granted, but a number of alternatives were examined and treated in its feasibility study (in evidence). One alternative involves the use of well fields alone, without treatment, storage or transmission lines. In this connection, the feasibility study contains some indication that the water quality available in the existing wells is such that no water treatment is necessary. In any event, Conrock has not established of record in this case what type of facilities it proposes to install in order to operate its proposed water service. Further, that feasibility study, designed to show a need for the proposed water service, is based upon the actual population, density and occupancies in the homes and subdivisions of the proposed service territory, even though those current residents and occupants have independent water supplies at the present time, either through private wells or through service provided by the City of Brooksville or Hernando County. Thus, the feasibility study itself does not establish that the proposed service is actually needed. Concerning the issue of the proposed facility's financial ability to install and provide the service, it was shown that Conrock stock is jointly held between the Williams family and the S.A.W. Corporation. The Conrock Corporation itself has no assets. The president of Conrock owns 100 shares of the utility corporation, but has not yet committed any personal funds to the venture. No efforts, as yet, have been made to obtain bonds, loans or grants. In fact, the first phase of the proposed project, which is expected to cost approximately $400,000, can be provided in cash from funds presently held by the Williams Family Trust and the S.A.W. Corporation. The various system alternatives proposed in Conrock's feasibility study, in evidence, range in cost from $728,200 to $5,963,100. Conrock has no assets and therefore no financial statement as yet. The financial statements of Mr. and Mrs. Sumner A. Williams, the parents of Conrock's president, include approximately $3,069,907. This is the corpus of the family trust mentioned above, and with other assets, amount to a net worth for those individuals of approximately 5.8 million dollars. Mr. Williams, Conrock's president, has an income interest in the family trust. The financial statements of the S.A.W. Corporation indicate it has a net worth of $1,588,739. The Family Trust financial statement shows a net worth of $3,069,907 of which $1,444,165 consists of stock in the S.A.W. Corporation. The Family Trust owns 90.9 percent of the S.A.W. Corporation stock. It is thus a close-held corporation, not publicly traded and thus has no value independent of the corporation's actual assets. In spite of the fact that Conrock, itself, the corporate applicant herein, does not have assets or net worth directly establishing its own financial responsibility and feasibility, in terms of constructing and operating the proposed water service, the testimony of Mr. Williams, its president, was unrefuted and does establish that sufficient funds from family members and the trust are available to adequately accomplish the proposed project. Concerning the issue of competition with or duplication of other systems, it was established that the City of Brooksville currently provides water service to the Wesleyan Village, a subdivision within the Conrock proposed service territory. The City has a major transmission line running from its corporate limits out to the Wesleyan Village. The Wesleyan Village is receiving adequate water service at the present time, although there is some evidence that water pressure is not adequate for full fire flows. The City also has another water main running from US 41 down Crum Road, which is in the proposed service territory of Conrock. By agreement with Hernando County, a so-called "interlocal agreement," the City of Brooksville is authorized to provide water and sewer utility service in a 5-mile radius in Hernando County around the incorporated area of Brooksville. This 5-mile radius includes much of the proposed service territory of Conrock. The City of Brooksville comprehensive plan, approved by the Florida Department of Community Affairs, contains an established policy discouraging "urban sprawl" or "leap frogging"; the placing of developments including separate, privately owned water utilities in predominantly rural areas. It, instead, favors the installation of subdivision developments in areas which can be served by existing, more centralized, publicly owned water and sewer utilities such as the City of Brooksville or Hernando County. Thus, the installation of the separate, privately owned system in a rural area of the county would serve to encourage urbanization away from area contiguous to the municipality of Brooksville which is served, and legally authorized to be served, by the City of Brooksville. Such a project would be in derogation of the provisions of the approved comprehensive land use plan. Further, Conrock's proposed system would be in partial competition with and duplication of the city and county water systems in the proposed service territory. The county provides some water service through its water and sewer district system to some of the subdivisions and residents in the proposed service territory of Conrock and much of Conrock's territory, as mentioned above, lies within the 5-mile radius urban services area of Brooksville, authorized to be served by the city and county interlocal agreement. Such interlocal agreements, including this one, are contemplated and authorized by the comprehensive plan approved by the Department of Community Affairs and the city/county agreement involved in this proceeding was adopted in 1978 in accordance with certain federal grant mandates in Title 201 of the Federal Safe Water Drinking Act. In terms of present physical competition and duplication, Conrock's proposed system would likely involve the running of water lines parallel to and in duplication of the county's lines within the same subdivision.
Recommendation Having considered the foregoing findings of fact, conclusions of law, the evidence of record, the candor and demeanor of the witnesses and the pleadings and arguments of the parties, it is therefore RECOMMENDED that the application of Conrock Utilities Corporation for a water certificate authorizing it to operate a water utility in Hernando County, Florida, as more particularly described herein, be denied. DONE AND ENTERED in Tallahassee, Leon County, Florida, this 23rd day of January 1990. P. MICHAEL RUFF Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearing this 24th day of January 1990. APPENDIX Petitioners, City of Brooksville, Hernando County, and Hernando County Water and Sewer District's proposed findings of fact. Accepted. Accepted. Accepted. Rejected as subordinate to the Hearing Officer's findings of fact on the subject matter. Rejected as subordinate to the Hearing Officer's findings of fact on the subject matter. Rejected as subordinate to the Hearing Officer's findings of fact on the subject matter. Respondent's proposed findings of fact. Accepted. Accepted. Rejected as subordinate to the Hearing Officer's findings of fact on this subject matter and as not entirely in accordance with the preponderant weight of the evidence. Accepted. Accepted. Rejected as subordinate to the Hearing Officer's findings of fact on this subject matter and as not entirely in accordance with the preponderant weight of the evidence. Intervenor's proposed findings of fact. Accepted. Rejected as subordinate to the Hearing Officer's findings of fact on this subject matter and not in itself materially dispositive. Accepted. Accepted. Accepted. Accepted. Accepted. Accepted. Accepted. Accepted. Accepted, but not in itself materially dispositive and subordinate to the Hearing Officer's findings of fact on this subject matter. Accepted. Accepted. Rejected as subordinate to the Hearing Officer's findings of fact on this subject matter and as not in itself materially dispositive. Accepted, but not in itself materially dispositive. Accepted, but subordinate to the Hearing Officer's findings of fact on this subject matter. Accepted, but subordinate to the Hearing Officer's findings of fact on this subject matter. Accepted. Accepted. Accepted. Accepted. Copies furnished to: William B. Eppley, Esquire Post Office Box 1478 Brooksville, Florida 34605 Peyton B. Hyslop, Esquire 10 North Brooksville Avenue Brooksville, Florida 34601 James F. Pingel, Jr., Esquire South Ashley Drive Suite 1400, Ashley Tower Post Office 1050 Tampa, Florida 33601 David C. Schwartz, Esquire Florida Public Service Commission East Gaines Street Tallahassee, Florida 32399-0855 Steve Tribble, Director Records and Recording Florida Public Service Commission 101 East Gaines Street Tallahassee, Florida 32399-0850 David Swafford Executive Director Florida Public Service Commission 101 East Gaines Street Tallahassee, Florida 32399-0850 Susan Clark, General Counsel Florida Public Service Commission 101 East Gaines Street Tallahassee, Florida 32399-0850 =================================================================
The Issue Whether Petitioner's application for a dredge and fill permit under Chapter 403, F.S. and PL 92-500, to conduct rock mining activities in Dade County, Florida should be approved. At the commencement of the hearing, the parties orally stipulated that the only matters in issue were those relating to biological integrity, lead, oil and grease, and dissolved oxygen, as affecting water quality pursuant to Chapter 17- 3, Florida Administrative Code, and the cumulative impact of this and other like projects in the general area in question. Additionally, Petitioner had amended his petition prior to hearing to allege that Respondent lacked jurisdiction over the proposed excavation activities because the project site is not located in the waters of the State. The jurisdictional question will he determined hereinafter in Conclusions of Law. At the hearing, Petitioner presented the testimony of five witnesses and submitted ten exhibits. Respondent called four witnesses and submitted six Rodney Dehan were received in evidence at the request of Petitioner as reflected in the hearing transcript. considered, and those portions thereof not adopted herein are deemed to be either unnecessary, irrelevant, or unsupported in fact or law. Petitioner Florida Mining and Materials Corporation, Tampa, Florida, a wholly owned subsidiary of Moore-McCormick Corporation, conducts rock mining 566 acres of land in Section 14, Township 55 South, Range 38 East, Dade County, Florida, for rock mining purposes. The tract of land is located about one mile Highway 41). The property is bounded on the east by Levee L31-N and a drainage canal. There are no public or private roads at the present time providing By application, dated May 19, 1980, which was filed with Respondent Department of Environmental Regulation (DER) on June 16, 1980, Petitioner (Testimony of Coleman, Petitioner's Exhibit 1) Respondent asked for additional information concerning the proposed To Deny the application on July 21, 1981. The stated grounds for the intended denial were that the proposed project would destroy approximately 566 acres of quality by the assimilation and transformation of nutrients, and that the project would destroy productive biological habitat which depends on and notice further stated that pollutants could be expected to enter waters of the State through the pits which would provide direct openings to the Biscayne create water bodies unable to meet State water quality standards. Finally, the notice stated that the cumulative impact of existing and proposed similar Everglades and the ground waters of the Biscayne aquifer, and that therefore Petitioner had not provided reasonable assurance pursuant to Rule 17-4.07 and not result in violations of water quality standards for surface waters. At the hearing, by stipulation of the parties, Respondent abandoned its concerns as to Respondent's Exhibit 1) Petitioner plans to dredge approximately 70 percent of the land area by dragline will total approximately 25,427,000 cubic yards. Approximately 353,000 cubic yards of the dredged material will be used as fill for roads, be transported to an on-site processing plant where it will be crushed, sized, washed, and then conveyed to storage piles of various size aggregate. Water and containing "face powder" size limestone residue will then be piped back into the lake. Material from the storage piles will be conveyed to a final wash station and sent to storage bins for loading on trucks, or by conveyer belt to an adjacent railroad spur for loading. No chemicals or additives are used in processing the material. Motor vehicles and heavy equipment used in the operation will use diesel fuel or unleaded gas. No oil or grease is introduced in the manufacturing cycle, although such materials will necessarily be used in connection with the operation of vehicles and equipment. A perimeter buffer zone of 85 feet will separate the pit excavations from adjacent property lines on the north, south and west sides of the site. On the east side, a rail siding will be set back 200 feet and the lakes 400 feet from the Levee L31-N right-of-way. A perimeter berm of undetermined size will encircle the entire site. A 25 foot wide road from the north of the site to the Tamiami Trail will be constructed on an 80-acre "alley" to permit access to and from the mining area. Maintenance roads will be constructed around the perimeters of the four lakes. An 18 foot wide drainage ditch will be constructed immediately behind the perimeter berm to receive runoff from the adjacent maintenance roads. Earth berms will encircle all excavated areas to eliminate surface water inflow. Lake excavation areas will comprise approximately 70 percent, or 394 acres, of the 566 acre site. The remaining land area will be 172 acres. Petitioner will be able to mine approximately 70 percent of the estimated twenty-four million tons of existing rock which underlies the land area. It is estimated that mining operations will take place for approximately fifteen to twenty years to remove the available rock material. There is a 2 foot layer of topsoil overlying the lime rock which will be stored to return non-excavated areas to their original level when the project is completed. The areas will be revegetated at that time. (Testimony of Coleman, Petitioner's Exhibits 1, 5,6,8) Although the project area has groundwater levels within one foot of tide land surface for most of an average year, surface water is on the site during a maximum of 36 days a year. Vegetation is present on approximately 55 percent of the property. The dominant species is sawgrass, although several other wetland species such as beakrush, marsh fleabane, spike rush, and maiden cane, are present to a lesser extent. Periphyton algal mats are found throughout the project area. Such mats provide habitat and protection for a variety of organisms and their egg masses. Sawgrass is one of the species listed in Rule 17-4.02(17), Florida Administrative Code which, under Rule 17- 4.28, Florida Administrative Code, is used as a guide in the establishment of the border of certain water bodies listed therein. (Testimony of Lotspeich, Molnar, Gatewood, Kraft, Respondent's Exhibits 4-6) The following findings address the stipulated issues as to whether Petitioner has given Respondent reasonable assurance that the proposed project will not result in water quality violations with respect to concentrations of lead, oil and grease, dissolved oxygen, and impacts on biological integrity in Class III waters: Lead--Petitioner will not use materials containing lead in the conduct of its rock mining operations, and therefore no water quality violation active rock mining pits in the general area revealed only negligible amounts of lead. (Testimony of Sullivan, Baljet, Petitioner's Exhibit 10) heavy equipment which require oil and grease incident to its excavation and mining operations. DER Rule 17-3.061(1)(j), Florida Administrative Code (as dissolved or emulsified oils and greases shall not exceed 5.0mg. per liter, nor shall visible oil be present to cause taste, odor, or interfere with the general area show that State standards are being met. It would take over 24,000 pounds of oil and grease to result in a violation of the quality standard on equipment and inspection should prevent other than insignificant discharges of oil and grease. Although oil sheens have been observed on water surfaces of situation would exist as a result of Petitioner's proposed operations. (Testimony of Sullivan, Baljet, Lotspeich, Kraft) waters provides that the concentration of dissolved oxygen shall not be less than 5 mg. per liter. Petitioner's proposed operation will not discharge oxygen dissolved oxygen. Excavation of the proposed lakes will permit interchange from the pits and surrounding groundwater. As groundwater rises to the surface, aeration. Tests of several water filled rock pits in the surrounding area meet state standards as to dissolved oxygen. The storage of excavated muck soil in which could lower the dissolved oxygen concentration, but the perimeter berms surrounding the lakes should prevent other than a minimal amount of such organic powder" size lime rock residue could present a suspended solids and BOD problem over a long term as it eventually forms a layer on the bottom of the lake. Such penetration and re-suspend easily. Although the waters of the rock pits probably will not meet the State standards of 5.0 mg. per liter at various of the groundwater in the area. Deep water bodies provide less water circulation and consequent lowered dissolved oxygen levels than do shallow (Deposition), Petitioner's Exhibit 10) d. Biological Integrity--Rule 17-3.121(7), F.A.C. provides that the reduced to less than 75 percent of established background levels. Sampling equipment to perform this test requires a minimum of seven inches of water for a October, 1981 after a hurricane at which time there was approximately 14 to 16 inches of surface water on the site. The test showed a moderate to slightly low levels and survive during the normally dry periods in pockets of water. They have a high degree of adaptability. Disruption to the regimes will be caused to the pit excavations which will divert sheet flow around the site. However, actual effects of the project cannot be determined until tests can be made after construction. However, the ability to perform valid testing on a sawgrass prairie where surface water is present only after rainfall over a total of 36 days a year is remote. Such tests are designed for lakes and streams. In the opinion of DER's chief biologist as to the use of a sampler, ". . .it is rather ridiculous to put it on a sawgrass prairie". (Testimony of Sullivan, Pruitt, Ross (Deposition)) DER asserted jurisdiction over Petitioner's proposed activities based on the fact that there is continuous sawgrass vegetation from the site southwest to the Shark River which begins at Florida Bay some 60 miles away. The Shark River is located in the southwestern portion of the State and sloughs from thee river proceed in undefined patterns to the northwest. Sheet flow from the sawgrass prairie area travels slowly in a southwesterly direction where it is drained by the Shark River system. However, only approximately 10 percent of surface water flow over Petitioner's site would reach the defined river which ends approximately 15 to 20 miles from the coast. No exchange of water from the Shark River takes place at Petitioner's site, nor does any tidal flow from Florida Bay reach that area. The sawgrass and other wetland species survive due to the high groundwater level in the area which generally results in damp soils. DER does not seek to assert jurisdiction arising from the project's proximity to the L31-N canal due to the existence of the adjacent dike which would prevent any discharge from Petitioner's site. However, it does consider that the Petitioner's land is within the landward extent of waters of the State in that it is a part of the water body either of the Shark River or of Florida Bay. (Testimony of Lotspeich, Molner, Gatewood, Kraft, Respondent's Exhibit 1) Although some 33 applications to conduct rock mining activities in Dade County have been received by DER over the years, the agency did not assert jurisdiction over those located east of the L31-N canal due to the fact that the canal altered the natural hydrological pattern of the area, and wetland species of vegetation no longer were dominant in the area. There is no other pending application for rock mining activities other than that of Petitioner to the west of the canal at the present time. (Testimony of Lotspeich, Kraft, Respondent's Exhibits 2-3) An additional ground stated by DER for proposed denial of the project is that approval of Petitioner's permit would set a precedent for future similar operations and that the cumulative impact of such projects would result in a decline of water quality of the surface waters of the Everglades. However, no applications for similar permits in the area near Petitioner's site are pending, nor have any been granted west of the L31-N canal to date. (Testimony of Lotspeich, Kraft, Respondent's Exhibit 2) It would therefore be speculative to base such a finding upon concerns about future possible applications which might be filed due to the presence of limestone rock in sufficient quantities for profitable operations. In 1976, Petitioner's request for a variance from Dade County zoning ordinances to permit mining on its site was denied by the county commission. Petitioner appealed the denial to the Dade County Circuit Court, which found that the county had acted in an arbitrary manner by permitting essentially identical mining activities on nearby tracts of land, and ordered the county to grant necessary permits for mining activities upon proper application by Petitioner. This decision was appealed to the Third District Court of Appeal which affirmed the lower court in Case No. 77-1223 on October 17, 1978. Thereafter, by resolution, dated July 19, 1979, the Dade County Board of County These conditions require adequate turbidity controls during construction, a temporary perimeter berm to permit silt runoff, stockpiling of excavated topsoil of the property to pre-excavation condition after completion of operations, construction of adequate culverts to maintain overland sheet flow, and other the conditions require the posting of a surety bond to ensure compliance with county requirements, and further purport to limit transfer of title to the the conclusion of mining operations, utilize the property for passive recreational purposes, or as a wildlife refuge. (Testimony of Coleman,
Recommendation That this proceeding be dismissed for lack of jurisdiction by Respondent Department of Environmental Regulation under Chapter 403, Florida Statutes. DONE and ENTERED this 12 day of April, 1982, in Tallahassee, Florida. THOMAS C. OLDHAM 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 12 day of April, 1982. COPIES FURNISHED: Ray H. Pearson, Esquire and Bruce A. Christensen, Esquire FLOYD, PEARSON, STEWART, RICHMAN GREER & WEIL, P.A. One Biscayne Tower - 25th floor Miami, Florida 33131 Paul R. Ezatoff, Jr., Esquire Assistant General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 Honorable Victoria Tschinkel Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301
