The Issue Whether Southern Hy Power Corporation (Hy Power) has provided reasonable assurance, based on plans, test results, or other information, that its proposed hydroelectric facility will comply with the Management and Storage of Surface Water (MSSW) statutes and rules of Southwest Florida Water Management District (SWFWMD) and the Wetland Resource Management permit (WRM)/water quality certification statutes and rules of the Florida Department of Environmental Protection (DEP).
Findings Of Fact By Joint Prehearing Stipulation the parties agreed to the following description of the parties and the project: PARTIES: The Department of Environmental Protection (the Department) is a government agency in the State of Florida existing by virtue of Section 20.255, Florida Statutes, and operating pursuant to Chapters 253, 373, 376, and 403, Florida Statutes, and Title 62, Florida Administrative Code. Under an interagency agreement with SWFWMD, the Department also implements Title 40D, Florida Administrative Code. The Department is located in Tallahassee, Florida, and it has a district office in Tampa, Florida, which district includes Levy County. Southern Hy Power Corporation is a Florida Corporation whose principal offices are located at 7008 Southwest 30th Way in Gainesville, Florida. Betty Berger is an interested party with a mailing address of Post Office Box 83, Inglis, Florida. The Campbells are an interested party with a mailing address of 245 Palm Street, Inglis, Florida. Hy Power applied on August 31, 1993, to the Department for a WRM permit/water quality certification to construct a hydroelectric facility on the Inglis By-Pass Channel. The project is located in Section 12, Township 17 South, Range 16 East, within the town of Inglis in Levy County. The facility consists of a powerhouse located on the south side of the channel measuring about 28 feet wide by 115 feet long, drawing water from the Inglis By-Pass Channel, passing it through a single-pit type turbine and discharging downstream of the Inglis By-Pass Spillway Dam. Hy Power applied on August 4, 1998, to the Department for a MSSW permit for the same proposed hydroelectric facility on the Inglis By-Pass Channel. DESCRIPTION OF PROPOSED PROJECT The project involves the construction of an intake structure, powerhouse, and tailrace on a 0.61-acre area located on the south side of the existing Inglis By-Pass Spillway. The facility will take advantage of the existing hydrostatic head that exists on either side of the Spillway Dam, to generate electricity. The powerhouse will be constructed below grade and will contain a single megawatt turbine and generating unit. The intake structure will divert flows from the upstream side of the Spillway Dam through the powerhouse and back into the By-Pass Channel. A small one-story control building and low profile substation will be constructed above grade within the boundaries of the project area. The hydroelectric project is considered to be a "Run of the River" type of facility because it can only use that water which flows down the existing channel. The geometry of the channel restricts flow to a certain amount, therefore the project cannot create or use flows above those that the By-Pass Channel can provide. The overall authority for control of water levels in Lake Rousseau and flow to the lower Withlacoochee River will remain with the DEP. Lake Rousseau was created in 1909 when the Inglis Dam was constructed across the Withlachoochee River for the purposes of hydroelectric generation. The dam impounds over 11 miles of the Withlachoochee River and forms a lake approximately 3,000 to 4,000 acres in size. Prior to construction of the Barge Canal, water released from the Inglis Dam would flow down the lower portion of the Withlachoochee River about 10 miles before entering into the Gulf of Mexico. In the mid to late 1960's the Army Corps of Engineers (ACOE) built a portion of the Cross Florida Barge Canal between the Gulf of Mexico and Lake Rousseau. The canal severed the Withlachoochee River downstream of the Inglis Dam causing its flow to be diverted into the Barge Canal and then into the Gulf. In order to maintain the flow of freshwater from Lake Rousseau to the lower segment of the River, the 8,900-foot long Inglis By- Pass Channel and Spillway were constructed. The resulting downstream flow ensures navigation in the lower portion of the River and sustains its freshwater and estuarine environment. The water level in Lake Rousseau is generally maintained at an elevation of 27.5 feet above mean sea level (msl) by a combination of the Inglis Dam, the Inglis Lock, which is located in the Barge Canal, and the By-Pass Channel Spillway. These water control features are known collectively as the Inglis Project Works. The water levels in the lower Withlachoochee River immediately to the west of the By-Pass spillway are close to sea level. The resulting head provides the potential energy needed to drive the proposed generator turbine. Under normal conditions the majority of water released from Lake Rousseau flows over the Spillway Dam into the lower segment of the River. According to the DEP Office of Greenways and Trails (OGT), the maximum capacity of the existing By-Pass Channel Spillway is 1,540 cubic feet per second. The hydroelectric project will divert whatever flow is allowed around the existing spillway through the turbine and back into the channel. When the Cross Florida Barge Canal project was cancelled in the 1990's, the ACOE transferred ownership of the property to the State of Florida Board of Trustees, who in turn has leased the property to the DEP for use as the Cross Florida Greenbelt State Recreation and Conservation Area. Management of this property, the control of river flow and lake levels, and operation of the Inglis Project Works are exercised by the DEP's OGT. The OGT utilizes a document entitled "Water Control Plan for Inglis Project Works," dated September 1994, as a guide to operating the structures. The Water Control Plan is incorporated as part of the MSSW intent to issue. On or about April 25, 1995, the Governor and Cabinet, sitting as the Board of Trustees of the Internal Improvement Trust Fund ("Trustees"), approved a request from Hy Power to sublease 0.61 acres of Greenway property at the project site for the purpose of providing electric power. The request was challenged by Berger and the Campbells, and resulted in an administrative hearing held on November 3, 1995. As a result of the hearing, Administrative Law Judge Larry Sartin entered a Recommended Order on July 12, 1996, that the Board enter an order approving execution by the DEP of the proposed sublease and dismissing the petition of Berger and the Campbells. The Recommended Order was approved by the Trustees in its entirety in a Final Order dated April 12, 1996 ("Final Order"). Berger v. Southern Hy Power Corporation et al., Case No. 95-3589. A copy of the Final Order is listed as an exhibit to this Stipulation, and the Findings of Fact and Conclusions of Law contained therein are adopted herein. As previously ruled by the undersigned, the previous Final Order is res judicata as to Petitioners in this case, who are collaterally estopped from challenging any of the findings of fact or conclusions of law contained in the previous Final Order. Petitioners reserve the right to litigate issues of fact and law not addressed in the Findings of Fact or Conclusions of Law contained in that Final Order with regard to the permittability of this project under the WRM and MSSW permitting proposals, and to raise objections as to relevance to this proceedings of any of the Findings of Fact or Conclusions of Law in the Final Order. On February 21, 1995, Hy Power filed application with the Federal Energy Regulatory Commission (FERC) for a conduit exemption from the licensing requirements of Part I of the Federal Powers Act (FPA) for the proposed project. Petitioners and various other persons filed protests with FERC in opposition to the project. On April 21, 1997, FERC issued an Order Granting Conduit Exemption, a copy of which is listed as an exhibit to this Stipulation. Petitioners in this case are collaterally estopped from challenging any of the findings or conclusions contained in that Order Granting Conduit Exemption. Petitioners reserve the right to litigate issues of fact and law not addressed in the Findings of Fact or Conclusions of Law contained in that Order Granting Conduit Exemption with regard to the permittability of this project under the WRM and MSSW permitting proposals, and to raise objections as to relevance to this proceedings of any of the findings or conclusions in the Order Granting Conduit Exemption. FACTS ADDUCED AT HEARING OUTLINE OF PROJECT The proposed project calls for the construction of a water retention structure along the existing By-Pass spillway, the excavation of a large hole in which the powerhouse and turbine would be constructed "in-the-dry" south of the existing dam, and a millrace below the proposed project to return the water back into the existing water course. Conflicting testimony was received regarding the facts surrounding the construction of the project. These included: whether the proposed project will touch the existing wing walls of the existing dam; whether the water retention structure is a coffer dam; whether the proposed water retention structure will safely retain the water; whether the powerhouse and turbine have sufficient negative buoyancy to stay in the ground; whether the proposed excavation will weaken the existing dam; and whether the de-watering of the excavation site will adversely impact ground and surface water. PROJECT DESIGN AND ENGINEERING Engineering for the project was directed by witness Richard A. Volkin, a professional engineer and president and CEO of Engineering Company, Inc., based in Canton, Massachusetts. Mr. Volkin has extensive national and international experience in the design, management, and operation of hydroelectric facilities. Other engineers in Mr. Volkin’s firm worked on the project under Mr. Volkin’s direct supervision, including John May, who became registered as a professional engineer in Florida in order to sign and seal the engineering drawings for the project, which he initially did around 1994. Mr. May became ill and retired in 1998. Because of the length of time the application process has taken and the fact that Mr. May retired, there was a time while the application was pending, when Hy Power's design team was without a registered Florida engineer. When this was brought to the attention of Hy Power, Hy Power substituted Steven Crockett for Mr. May as the Florida-registered professional engineer of record for the project. DEP routinely accepts an applicant’s changing its engineer of record during the course of permit application or construction. Mr. Crockett is a civil and structural engineer who has considerable experience in preparing dam structural designs. Mr. Crockett independently reviewed and evaluated the engineering drawings for the project. Mr. Crockett resealed the drawings by using his drawn seal and signing the plans because his embossed seal was not readily available and time was of the essence. Mr. Crockett has advised DEP that he is now engineer of record for the project, using the appropriate DEP forms. Mr. Volkin’s firm performed all of the studies required by the various agencies, including a geotechnical study of the area, a 50-year analysis of water flow in and out of the Lake Rousseau regime, and water quality evaluations of water in the By-Pass Channel. The ACOE performed deep hole borings of the soils (approximately 36-40 feet below sea level) in the area of the project site to determine soil stabilization conditions at the site when they were constructing the Inglis Project Works. The soil conditions found can reasonably be expected to be similar today. Mr. Volkin’s company also took its own eight-foot deep surface core samples. The purpose of those samples was to verify the ACOE data. The new core samples verified the original core samples. Mr. Volkin also reviewed the ACOE’s engineering drawings developed from construction of the Spillway Dam. These show that the dam is founded on limestone bedding that has been stabilized with concrete. The hydroelectric facility will be constructed adjacent to and south of the dam structure and adjacent to and north of the barge canal. The same type of limestone bedrock is found in the area of the proposed construction. The facility design includes an intake channel on the upstream channel and a tailrace downstream. Those are the only structures that will be constructed next to the By-Pass Channel. The construction of the facility itself will be "in the dry." Hy Power will use coffer dams to seal off the construction site from the By-Pass Channel, so that there will not be water leakage from the Channel into the construction site. Water from the By-Pass Channel will enter the power plant when the coffer dams are lifted and the water is allowed to flow into the facility. The Petitioners presented the testimony of Bill Edwards, an individual with considerable experience in the construction of bridges, cofferdams, and similar concrete structures in aquatic and semi-aquatic conditions. Mr. Edwards is a former hard-hat diver who worked all over the world and worked in Florida for many years prior to his retirement. Based upon his experience and expertise in construction related to projects of this type, his testimony is credible and worthy of consideration. Mr. Edwards pointed out that if the proposed water retention structure did not touch the wing wall of the existing dam, it could not keep the water out and would not have the strength that it needed to retain the water. Hy Power’s witnesses explained that the retention structure would be set close enough to the existing wing wall that waterproofing materials could be placed between the two structures to keep the water out. Further, that the existing plans did not show interior bracing which would be included for structural strength and integrity. In sum, the retention structure will be in contact with existing dam’s wing wall, but will be free standing and not dependent upon the strength of the wing wall for its strength. Mr. Edwards pointed out that a cofferdam by definition has walls on all sides of the structure. The structure proposed by Hy Power did not have walls all the way around the proposed excavation. In rebuttal, Hy Power presented evidence that its plans were conceptual, design drawing and not construction plans. Hy Power represented that in actuality it would put as many walls as were necessary to keep the water out of the hole it intended to excavate. Trash racks will be constructed at the intake structures to protect aquatic life and make sure that trash and vegetation do not enter the intake structure or go down river. The trash rack bars will be two inches on center, which the U.S. Fish and Wildlife Service has determined as the appropriate size for the protection of fish. The turbine blades are "double regulated," and operate generally between 60 and 90 revolutions per minute. The design enables the turbine to operate at a constant speed to generate a consistent flow of electricity, notwithstanding the fact that the flow of the water may vary. The blade speed is not very fast, and the 2.5-meter blades provide a two to three-foot opening. This design acts to prevent fish mortality. There are four ways to shut off the flow of water through the proposed structure: close the pitch of the blades, close the wicket gates, allow the counter balance to the wicket gates to kick in and automatically close the gates, and close off the main gates. This is a fail safe system ("four level redundancy") designed to work upon any failure. Once water goes through the generator, its velocity is reduced to no greater than its intake rate which is a maximum of three feet per second. This prevents the water being discharged from the tailrace from causing erosion. If the head of water in the dam produces a flow exceeding three feet per second, it can be diverted over the other dams which will be functional. The power plant will be encased in concrete, except for a small access way that enables a person to go down a set of stairs to the plant. It will be a sealed, waterproof structure, as required by FERC and the ACOE. This will prevent penetration of groundwater, or flood waters in the event a massive flood overtops the plant. The only water entering the powerhouse will be through the turbine tunnel for power generation purposes. Mr. Edwards pointed out that the powerhouse was a closed structure and as such would have positive buoyancy, that is, it would float. Mr. Edwards pointed out that the proposed site is between the barge canal and By-Pass spillway and there is a great deal of groundwater and potentiometric pressure in the existing water table. In sum, there is a unlimited supply of groundwater at the site, and powerhouse could float out of the ground just like an empty swimming pool. Hy Power presented rebuttal evidence that the weight of the building, the turbine, and the water flowing through the turbine would be close to negative buoyancy, and they would add additional weight to the structure as necessary to keep it in place. The project is designed to generate three megawatts of electric power which is enough electricity to serve between 300 and 3000 homes, depending on usage. The project is designed to be unmanned. This is common for facilities such as this. The plant can be operated by remote control, unlike the existing controls at the By-Pass Dam, which are operated manually. DEP can access, monitor, and control remotely the generator's operation to include shutting the facility down at any time. There will be remote sensors to monitor water elevations. Flood protection will improve because of the ability of DEP to manage water flow from a remote location. If there is any major disruption, the plant will shut itself down. The project is classified as "green power." In other words, it generates natural energy without any disruption to the environment. The project will have minimal to no impact on the environment. There will be no significant changes in water quality compared to existing conditions as a result of either construction or operation of the facility. WRM Permit Criteria Hy Power has provided reasonable assurances that the proposed project will not cause a violation of state water quality standards of Section 403.918(a), Florida Statutes (1991). The parties stipulated that turbidity and dissolved oxygen were the two surface water quality issues of concern in this proceeding. The receiving water body is the Inglis By-Pass Channel. The Inglis By-Pass Channel is a Class III surface water. The project is not located in a OFW. While the lower Withlacoochee River is an OFW, the OFW designation runs up the natural river itself, and does not include the Spillway Dam, tailrace, or the remainder of the By-Pass Channel. There would be no degradation of water quality at the point of contact with the Withlacoochee River OFW. The DEP and FERC looked specifically at potential for turbidity and dissolved oxygen in determining whether the project would violate state water quality standards. The standards for turbidity and dissolved oxygen will not be violated. Because the By-Pass Dam is an under flow structure, a minimum of oxygenation currently occurs as water flows through the existing dam. The proposed project runs the water underground through the generator; however, Hy Power will measure the dissolved oxygen below the dam in the Lower Withlacoochee River. In the event there is any lowering of dissolved oxygen, Hy Power can install a "sparge ring" to reoxygenate the water going through the turbine so that dissolved oxygen remains at current levels. No turbidity will be added to the receiving water as a result of the project, because water velocity is low and the structure is encased in concrete and rip-rap. The only other potential for turbidity would occur when the coffer dams are removed after construction is complete. The coffer dams can be removed with the generator closed to permit any turbidity to settle. The amount of siltation that might occur when the generator is opened would be insignificant. Where a project is not in a OFW, an applicant must provide reasonable assurance that the project will not be contrary to public interest. See Section 403.918(2), Florida Statutes (1991). Hy Power has provided such assurances. The project will not directly affect public health, safety or welfare, or the property of others. See Section 403.918 (2)(a)1., Florida Statutes. There are concerns relating to the structural integrity of the proposed facility and adjacent structures which are discussed extensively below. The project will have no adverse impact upon the conservation of fish and wildlife, including threatened and endangered species and their habitat. See Section 403.918 (2)(a)2., Florida Statutes. While manatees are not likely to be found at the project site, the installation of the trash racks will eliminate any potential adverse impact on manatees. In fact, the racks will be an improvement over the current unprotected Spillway Dam. DEP procedures require a specific manatee control plan be implemented to deal with site specific concerns. The project will not adversely affect navigation or the flow of the water or cause harmful erosion or shoaling. See Section 403.918(2)(a)3., Florida Statutes. The project will not adversely affect fishing or recreation values or marine productivity in the vicinity of the project. See Section 403.918(2)(a)4., Florida Statutes. The permanent project and its construction will cause no significant environmental impacts. See Section 403.918(2)(a)5., Florida Statutes. There will be no adverse impacts to significant historical and archeological resources. Section 403.918(2)(a)6., Florida Statutes. With regard to the impact on current conditions and relative value of functions being performed by the areas affected by the proposed activity, there will be no negative impacts. See Section 403.918(2)(a)7., Florida Statutes. Improvement will result from better control of water flow at the project site, installation of trash racks and implementation of green power. THE FORESEEABLE ADVERSE SECONDARY OR CUMULATIVE IMPACTS Potential adverse secondary impacts related to power transmission are addressed through the fact that there is an existing power line corridor that can be used to transmit the electricity. Any need to change the corridor could be addressed by subsequent DEP permitting. Cumulative impacts are not at issue. Mr. Gammon, with Florida Power, acknowledged that the current electric company, presumably Florida Power, would be required by FERC to transport the electricity generated by Hy Power over its existing corridor and poles. No final decision has been made regarding how to access the site with equipment during construction. Several feasible construction options exist, and there are several ways of accessing the site with heavy equipment vehicles and without impacting wetlands. Any final decision would be subject to DEP approval. Since the project meets the public interest criteria of Section 403.918(2)(a), Florida Statutes, and wetland impacts are minimal, the project is permittable without the need for mitigation. See Section 403.918(2)(b), Florida Statutes. The ACOE has issued a permit for the facility. The permit varies slightly from the DEP intent to issue in the use of reinforced concrete rather than rip-rap on the bottom half of the intake channel. This is to comply with ACOE preference, but the variation has only an environmental benefit. Counsel for Petitioners sought to elicit testimony from Linda Sloan, Executive Director of the Withlacoochee Regional Planning Council, with regard to compliance of the proposed project with the Town of Inglis Comprehensive Plan and Land Development Code. Such compliance is not relevant to this proceeding. At any rate, Ms. Sloan conceded that any prohibition that might apply in the Land Development Code to construction of the proposed facility could potentially be alleviated by exemption or variance provisions in the Code. MSSW PERMIT CRITERIA The project will provide adequate flood protection and drainage in the conventional sense. See Rule 40D-4.301(1)(a), Florida Administrative Code. Because the amount of impervious area is minimal, runoff from the project will not in any way contribute to increased flooding or adversely impact drainage patterns. The total amount of impervious area of the facility is less than that of a single-family residence. SWFWMD rules do not even require MSSW permits for single-family residences because the impact is not significant. The only purpose for requiring a MSSW permit for the project is to review the project’s potential downstream impacts to the watershed, not stormwater runoff from the facility itself. The project will not cause adverse water quality or water quantity impacts on adjacent lands in violation of Chapter 373, Florida Statutes, or cause a discharge that violates state water quality standards. See Rule 40 D-4.301(1)(b), Florida Administrative Code. As indicated by the WRM water quality findings above, the project will not generally violate state surface water quality standards. See Rule 40 D-4.301(1)( c), Florida Administrative Code. The project will not generally cause adverse impact on surface or groundwater levels or flows. See Rule 40 D- 4.301(1)(d), Florida Administrative Code. Since the project is a run-of-the-river, it will not diminish the capability of a lake or other impoundment to fluctuate through the full range established for it under Chapter 40D-8, Florida Administrative Code. The project will not cause adverse environmental impacts, or adverse impacts to wetlands, fish, and wildlife or other natural resources. The project can be effectively operated and maintained. See Rule 40D-4.301(1)(g), Florida Administrative Code. The project is a slow speed, low maintenance facility. The design concept is well established and has been successfully used for many years. Possible adverse affects to public safety are discussed below. The project is consistent with the requirements of other public agencies. See Rule 40D-4.301(1)(i), Florida Administrative Code. Potential harm to water resources within the SWFWMD are discussed below. See Rule 40D-4.301(1)(j), Florida Administrative Code. The proposed project generally will not interfere with the legal rights of others. See Rule 40D-4.301(1)(k), Florida Administrative Code. The proposed project is not against public policy. See Rule 40D-4.301(1)(l), Florida Administrative Code. The project complies with the requirements contained in the Basis of Review. See Rule 40D-4.301(2), Florida Administrative Code. There is a dispute as to whether the project was within or at the edge of the 100-year flood plain. This dispute is related to how one interprets the rule as it relates to the millrace and the location of the facility which is under ground. In the conventional sense, the project is not in the flood plain. Further, the project is designed in such a way, that it is waterproof if it were topped with water. While in the past SWFWMD may have had concerns that the project might cause downstream flooding, SWFWMD currently has no such concerns, given the run-of-the-river status of the proposed project. The operation of the project will not cause downstream flooding. The DEP included in its intent to issue, conditions contained in the sublease between Hy Power and the DEP in order to ensure that the facility would remain run-of-the-river, would comply with the water control plan, and would otherwise comply with the terms of the sublease. The DEP has final control over water flow and can revoke the permit or otherwise take enforcement action against Hy Power if Hy Power fails to comply with the water control plan. GROUNDWATER IMPACTS Operation of the project will not cause groundwater contamination or otherwise have adverse groundwater impacts. Some concerns about groundwater during excavation of the construction site were raised. The conflicting evidence received regarding them is discussed below. An area of concern was the de-watering plan for the project. Everyone agrees there will be some water seepage into the construction site that will have to be pumped out. The parties disagree regarding the amount of water that will have to be removed. Their estimates of amount of water to be removed vary because their estimates of size and over-all depth of the site vary. Petitioners presented credible evidence that a potential exists for the construction site to have a large quantity of water because of its location between two sources of surface water (the By-Pass Channel and Barge Canal), because of the makeup of the subsurface, and because of the depth of the construction. Hy Power credibly represents that if excessive groundwater is found, it can address the adverse impacts through its de-watering plan that would have to be filed with FERC and DEP. The technology exists to address the de-watering of the project. Such plans are routinely considered by DEP after a construction permit is issued and before de-watering occurs. There is very little evidence of sinkhole activity in the project area, and the construction activities are not expected to cause any sinkhole activity. NOISE POLLUTION Mr. Bitter expressed concerns that FERC would require the facility to install a very loud siren that would result in sudden noise adverse to the well-being of neighbors. Mr. Bitter is unfamiliar with FERC siren requirements at run-of the-river hydroelectric facilities. In contrast, Mr. Volkin, who has substantial experience in this area, testified that the only alarm device that would be required would be for the protection of the workers during construction. The purpose of the alarm is to warn persons below a dam spillway of a change in the volume of water being let out of the impoundment. In the case of a run-of-the-river facility, the volume is near constant, changing only gradually. Therefore, even if a warning siren had to be installed its use would be limited to significant changes in flow or testing. This would not constitute a nuisance. Further, the facility is located in the vicinity of the Crystal River Nuclear Power Plant which has its own warning sirens. It would be prudent to make any warning devices required for this structure significantly different from those at the nuclear plant and to limit their use. DAM SAFETY AND FERC REVIEW In reviewing whether Hy Power’s applications complied with the relevant permitting criteria, the DEP took into consideration the review of the facility already performed by FERC. FERC will also be responsible for reviewing the project as it is being constructed. Mr. Edwards also raised concerns about the structural stability of the By-Pass Dam itself. This has been a subject of concern by those responsible for the dam, and a survey of the structure was conducted in 1993, referred to as the Greiner Report. The Greiner Report identified specific maintenance problems that have been and are being addressed by the DEP. However, DEP’s maintenance plan does not address specifically the possibility that the weight of the dam over time has caused some shifting in the dam. Hy Power has only a few core borings and only one at the location of the generator. Hy Power is using the ACOE’s original borings, as confirmed by several new ones, to develop its preliminary plans. The DEP considered FERC and the ACOE as responsible agencies for determining the structural integrity of the dam. DEP has taken FERC’s review of this facility into consideration as part of DEP’s own permitting review. It is normal for DEP to rely on outside sources and agencies for assistance in determining compliance with DEP permitting criteria such as public health and safety, and it is reasonable for DEP to do so in this instance. Most states do not have the full capability to evaluate dam safety, and so they rely on FERC and ACOE. On April 21, 1997, the project received a conduit exemption from FERC. The application process is illustrated in Hy Power Exhibit 11. Hy Power submitted to DEP detailed information about the dam, the associated structures and the proposed project which had been reviewed by FERC and the ACOE, the two agencies in the United States who are responsible for dam structure design, control, and administration. Included in the package was the Greiner Report and Hy Power’s review of it. FERC evaluated the project, the Inglis By-Pass Dam structure, and the proximity of the project to the Dam in relation to structural impact, upstream and downstream impacts, water quality, and environmental issues. Mr. Edwards raised concerns regarding the ability of the limestone bedrock to sustain additional construction in the area of proposed construction. This is a material issue in the controversy which impacts several aspects of the proposed construction. Mr. Edwards pointed out that the barge canal channel was constructed with the use of explosives that caused a fracturing of limestone bedrock. He pointed out that the steel panels, which Hy Power proposes to drive into the bedrock to construct the water retention structure necessary to excavate the hole into which the turbine and powerhouse would be placed, will further fracture this bedrock. This creates two potential dangers. It could permit water to move under and around the bottoms of the panels, potentially scouring the loosened material from the base of the panels and making them unstable and subject to failure. It could weaken the entire southern wing of the existing spillway dam. Mr. Edwards opined that this could result in catastrophic failure of the dam or the coffer dam. Such a failure would cause major destruction and loss of life to those persons living and working in and along the lower Withlacoochee River. Hy Power presented rebuttal evidence that it could and would, if necessary, inject concrete into the limestone to stabilize it and avoid the concerns raised by Mr. Edwards. FERC specifically evaluated concerns raised by project opponents over the poor physical condition of the By-Pass Channel Spillway structures, relying particularly on the 1993 Greiner Report. FERC noted that the DEP had entered into a contract to correct any deficiencies listed in the Greiner Report, which "did not conclude that the deficiencies at the By-Pass Spillway threaten downstream life and property." The FERC review concluded that the dam was safe. To ensure safety, FERC is requiring that Hy Power do a complete stability analysis of the dam prior to any construction. Articles 301 and 302 of the FERC exemption ensure that all final drawings and specifications be submitted to FERC prior to construction, along with a supporting design report consistent with FERC’s Engineering Guidelines; that FERC can require changes to assure a safe and adequate project; and that Hy Power must also submit approved coffer dam construction drawings and specifications at least 30 days prior to starting construction. FERC has its own engineering staff who will go to the site and do their own analysis, along with the ACOE, of the dam and structures, prior to any construction commencing. This is a detailed design review evaluation so that the latest information on the dam will be made known immediately prior to construction, and will prevent any catastrophic event from happening. Under FERC procedures, FERC requires the applicant to obtain the DEP permits prior to requiring applicant to submit more detailed construction designs for FERC's consideration. These more detailed designs in turn will be subject to further review by DEP and FERC. It is assumed that Hy Power will comply with the post- permitting procedures and requirements, and will present complete, detailed construction drawings for FREC and DEP approval. Hy Power’s failure to complete the process would result in denial of a construction permit.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law set forth herein, it is RECOMMENDED: That the DEP enter a Final Order that issues the two permits challenged in this proceedings, WRM Permit No. 38-237096-3.001 and MSSW Permit No. 38-0129249-002, subject to the conditions contained in the Intents to Issue in the respective WRM and MSSW Permits and as described in the Recommended Order. DONE AND ENTERED this 2nd day of March, 2000, in Tallahassee, Leon County, Florida. STEPHEN F. DEAN Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 2nd day of March, 2000. COPIES FURNISHED: Daniel H. Thompson, Esquire Berger Davis & Singerman 215 South Monroe Street, Suite 705 Tallahassee, Florida 32301 Andrew Zodrow, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 John S. Clardy, III, Esquire Crider Law Firm Plantation Point 521 West Fort Island Trail, Suite A Crystal River, Florida 34429 Teri Donaldson, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Kathy Carter, Agency Clerk Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Bernard M. Campbell Bessie H. Campbell 245 Palm Street Post Office Box 159 Inglis, Florida 34449 Sarah E. Berger Post Office Box 83 Inglis, Florida 34449
Findings Of Fact Based on the stipulations and admissions of the parties, on the exhibits received in evidence, and on the testimony of the witnesses at hearing, I make the following findings of fact. Facts admitted by all parties The water quality standards contained in Rule 17-3.111, Florida Administrative Code will not be violated by this project. There are no aquatic macrophytes located in the area of the proposed project. The proposed project is located within 500 feet of the incorporated municipality of Horseshoe Beach, Florida. The proposed project is located within Class II waters of the State not approved for shellfish harvesting. The project will not adversely affect the conservation of fish and wildlife, including endangered or threatened species, or their habitats. The proposed project will be of a permanent nature. The project will not adversely affect or will not enhance significant historical or acheological resources under the provisions of Section 267.061, Florida Statutes. The rest of the findings The Applicant, Dixie County, applied for a dredge and fill permit to construct a dock which would expand the existing public dock at Horseshoe Beach. In accordance with the revised plans dated October 23, 1986, the proposed facility would consist of a pier 6 feet wide and 120 feet long designed to accommodate six boat slips, each 30 feet wide and 40 feet long. The boundaries of the boat slips will be demarcated by pilings set 10 feet apart. Four of the boat slips would be primarily for the use of commercial fishing boats and commercial shrimping boats. The other two boat slips (the two slips closest to the land) would be reserved for the exclusive use of recreational and other small vessels. By adding a catwalk 3 or 4 feet wide down the middle of the two slips reserved for recreational vessels, the usefulness of those slips to recreational vessels would be greatly enhanced and the narrowness of the resulting slips would preclude their use by large vessels. Adding the two catwalks would be a minor addition to the proposed project which would greatly enhance the usefulness of the project and at the same time avoid the possibility that large vessels in the two slips closest to the land would impede ingress and egress at the nearby boat lift, boat fueling facility, and boat ramp. Adding a reasonable number of permanent trash or garbage containers would also enhance the usefulness of the proposed project and minimize the possibility of improper disposal of trash and garbage which is generated by the normal use of a dock by fishermen and boaters. The proposed project site is located in the Gulf of Mexico at Horseshoe Beach, Florida, and would extend into the waters of the Gulf, which is a tidally influenced water body adjacent to Dixie County, Florida. The water along the shoreline of the area is shallow for a considerable distance waterward, except where basins and channels have been dredged. The Horseshoe Beach area is relatively unpolluted. The existing public dock at Horseshoe Beach is used primarily by recreational vessels, but there is also extensive commercial fishing and Shrimping boat activity in the area. The project is located at the mouth of a canal with direct access to the Gulf. Several commercial fishhouses operate from the canal bank, which generates extensive commercial boat traffic past the proposed project site. Large numbers of commercial shrimp boats presently dock along the canal that ends near the proposed project site. The proposed project requires no dredging. The only filling required by the proposed project is the placement of pilings into the bottom of the Gulf of Mexico. Even though the plans do not specify whether concrete or wooden pilings will be used, this lack of specificity in the plans is irrelevant. Regardless of what types of pilings are used on this project, the filling activity will not violate the water quality criteria contained in Rule 17- 3.051(1), Florida Administrative Code. The placement of the pilings will not adversely affect the public health, safety, and welfare. Further, the proposed project will not adversely affect any property interests of the Petitioners within the scope of Chapter 403, Florida Statutes. The Gulf bottom in the area of the proposed project has already been disturbed. The presently existing suspension of particulate material in the water column, a natural occurrence in the area of the project, results in low visibility which means that seagrass beds and other marine vegetation, which provide shelter and detrital deposits for fish and other marine resources, will not grow. Coast Guard regulations prohibit commercial fishing vessels from depositing materials into the water within three miles of the coast line. Commercial fishing vessels must prominently display a sticker reciting that regulation and it is the practice of commercial fishing vessels operating in the vicinity of Horseshoe Beach to comply with this Coast Guard no discharge requirement by cleaning nets and scrubbing decks outside the three mile limit. It is not the practice of Commercial fishing vessels to deliberately discharge diesel fuel, fish parts or other material into the water while docked. Further, the limited number of commercial fishing vessels which could dock at the proposed facility at the same time cannot reasonably be expected to create discharges in amounts creating a nuisance, posing any danger to the public health safety or welfare, or violating the water quality criteria contained in Rule 17-3.051(1), Florida Statutes. Although small amounts of diesel fuel can become mixed with bilge water and be discharged by automatic bilge pumps while commercial fishing vessels are docked, there is no evidence that this would be in amounts Sufficient to create a nuisance or violate water quality criteria. To the contrary, notwithstanding a large amount of commercial boat traffic past the proposed site and notwithstanding the fact that large numbers of shrimp boats dock up the canal from the proposed site, the water in the area of the proposed site has remained relatively unpolluted. The proposed project will not affect the normal wind and wave action in the area of the proposed project. Such wind and wave action presently results in free exchange between the waters of the open Gulf and the waters near the shore. This free exchange of waters means that any pollutant discharges in the area of the proposed project will be diluted and rapidly dispersed into the Gulf of Mexico. There will be no measurable difference in the wind and wave action, or in the water exchange, after the proposed project is built. No harmful shoaling or erosion is expected to result from construction of the proposed project. Any docking structure extending out into the Gulf of Mexico will obviously have some effect on navigation in the area of the dock, but there is no evidence that the proposed dock will present a hazard to navigation or any significant interference with customary navigation patterns. The distance between the nearest channel marker and the waterward end of the proposed project is more than 200 feet. The angle of the proposed dock and its Spatial relation to the main Horseshoe Beach turning basin cause no impediment to navigation. The placement of Coast Guard Safety lights on the dock would minimize any potential for impeding navigation or posing a danger to the public health or safety during hours of darkness.
Recommendation Based on all of the foregoing, I recommend that the Department of Environmental Regulation issue a Final Order in this case granting the permit applied for by Dixie County. It is also recommended that the permit be made subject to the following additional conditions: That one or more Coast Guard safety lights be placed on the proposed expansion to the dock; That catwalks be added down the middle of the two most landward of the proposed boat slips; and That a reasonable number of trash or garbage receptacles be permanently located on the proposed expansion to the dock to minimize the possibility of trash and garbage being thrown overboard. DONE AND ENTERED this 30th day of October, 1987, at Tallahassee, Florida. MICHAEL M. PARRISH, Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 30th day of October, 1987. APPENDIX TO RECOMMENDED ORDER, CASE NO. 86-1448 The following are my specific rulings on all of the proposed findings of fact submitted by all of the parties. The paragraph numbers referred to below are references to the paragraph numbers in the parties' respective proposed recommended orders. Ruling on findings proposed by the Petitioners: Paragraph 1: Accepted. Paragraph 2: Accepted. Paragraph 3: Accepted. Paragraph 4: First sentence is rejected as appearing to be more in the nature of an introduction to a discussion of legal issues than a proposed finding of fact. Second and third sentences are rejected as repetitious Paragraph 5: Entire paragraph rejected as unnecessary speculative generalizations in light of the other evidence in this case. Paragraph 6: Entire paragraph rejected as unnecessary speculative generalizations in light of the other evidence in this case. Paragraph 7: Rejected as contrary to the greater weight of the evidence. Paragraph 8: Entire paragraph is rejected as appearing to be more in the nature of an introduction to a discussion of legal issues than proposed findings of fact. Paragraph 9: Entire paragraph rejected as contrary to the greater weight of the evidence; construction of the dock may be expected to bring about some changes in the nature of the boat traffic in the immediate area, but nothing of the nature or magnitude suggested by these proposed findings. Paragraph 10: Rejected as contrary to the greater weight of the evidence. Paragraph 11: First sentence is rejected as contrary to the greater weight of the evidence. Second sentence is accepted in part and rejected in part. Rejected portion is irrelevant. Third sentence is rejected as irrelevant. Fourth Sentence is accepted. Fifth sentence is rejected as contrary to the greater weight of the evidence and as repetitious Sixth sentence is rejected as contrary to the greater weight of the evidence. Paragraph 12: Entire paragraph rejected as contrary to the greater weight of the evidence. Rulings on findings Proposed by the Respondent: Paragraph 1: Accepted. Paragraph 2: Accepted in substance. Paragraph 3: First two sentences accepted in substance. Last sentence rejected as irrelevant. Paragraph 4: Accepted. Paragraph 5: Accepted. Paragraph 6: Accepted. Paragraph 7: Rejected as unnecessary recitation of opposing party's contentions and not proposed finding of fact. Paragraph 8: Accepted in substance. Paragraph 9: Accepted in substance. Paragraph 10: Accepted. Paragraph 11: Accepted in substance. Paragraph 12: Accepted. Paragraph 13: First sentence accepted in substance. Second sentence accepted in part and rejected in part; rejected portion concerns riparian rights, which are irrelevant to whether this permit should be issued. Paragraph 14: Entire paragraph rejected as irrelevant. Paragraph 15: Accepted in substance. Paragraph 16: Accepted. Paragraph 17: Accepted in substance. COPIES FURNISHED: Frederick M. Bryant, Esquire Moore, Williams & Bryant, P.A. Post Office Box 1169 Tallahassee, Florida 32302 J. Doyle Thomas, Esquire County Attorney Post Office Box 339 Cross City, Florida 32628 Ann Cowles-Fewox, Legal Intern Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Karen Brodeen, Esquire 2600 Blair Stone Road Tallahassee, Florida 32301 Dale Twachtmann, Secretary Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400
Findings Of Fact The Petitioners are, and at all times material hereto were, owners of residential real property adjoining the site of the proposed construction to the northwest. The City of Cape Coral is, and at all times material hereto was, the applicant for the permit from the Department of Environmental Regulation for the construction of the proposed project, which is a public boat ramp. This boat ramp is located within the corporate limits of the City of Cape Coral. The Department of Environmental Regulation is, and at all times material hereto was, the agency of the State of Florida which has the authority to issue permits for dredging, filling or other activities of a similar nature to include construction of boat ramps on the shores or banks of navigable waterways of the state. The Caloosahatchee River is a navigable, Class III waterway of the State of Florida. Lands covered by the waters of the Caloosahatchee River at the location of the proposed project are submerged lands of the State of Florida. The City applied to the Department on March 27, 1980, for a permit to construct a boat ramp on the Caloosahatchee River at the Cape Coral Yacht Club. A boat ramp currently is located at the site of the proposed project. The existing ramp was initially partially constructed in 1964, and subsequently a seawall was removed and the two existing seawalls projecting into the water were constructed in 1969. The City's application was initially incomplete, lacking evidence of approval by the City Council. At the request of the Department, the City submitted additional information. The application as originally proposed contemplated dredging waterward of the mean high water line at the proposed project site. The dredged material was to be placed along a beach area adjacent to the proposed boat ramp, and the spoil would have projected waterward of the mean high water line. The proposed project was revised in September, 1980, to delete placing the dredged material on the adjacent beach. The revised project would retain the dredged material landward on the mean high water line until it had dried, at which time it would be removed from the site. After the dredging described above has been completed, the revised project calls for the construction of a concrete boat ramp 42 feet wide and 58 feet long extending approximately 28 feet waterward of the mean high water line of the Caloosahatchee River. In addition, three timber poling walkways at the sides of and in the middle of the boat ramp will be constructed extending waterward of the mean high water line. On May 10, 1980, Dan Garlick, an employee of the Department, conducted a Permit Application Appraisal and concluded the project would have an insignificant impact on biological resources or water quality, and would comply with Chapters 17-3 and 17-4, Florida Administrative Code. Garlick recommended approval of the project. David Key, another employee of the Department, conducted an on-site investigation and expressed concurrence with the findings contained in Garlick's report. Key also noted that no adverse impact on navigation was anticipated as a result of the project. On July 1, 1980, the National Marine Fisheries Service and US Fish and Wildlife Service investigated the proposed project. These federal agencies had no objection to the proposed boat ramp or the dredging aspects of the proposed project. These agencies had no objection to the proposed spoil basis located in the upland area of the site required to dry the dredged material. These agencies objected only to placement of the dredged material on the adjoining beach, which proposal was deleted in the City's revised plan. Petitioners introduced no expert testimony relating to the effects of the proposed project on water quality, marine resources or navigation. Lay testimony was received regarding conditions around the site of the existing boat ramp. Garbage, dead fish and flotsam accumulate at or near the site in the water and on the land. The existing seawalls extending perpendicular from the shore prevent matter in the water from being flushed by the current and tides. In the proposed project the seawall to the right of the existing boat ramp would not be removed. Prior to January, 1981, the existing ramp site was not regularly cleaned by the City. Since that date the area has been cleaned regularly; however, after weekends when the facility is most heavily used there are large quantities of refuse and garbage around the site. The City has requested and received permission from and payment has been made to the Department of Natural Resources for use of sovereignty submerged lands and the removal of 215 cubic yards of fill. After a review of the revised application, the Department gave notice of its intent to issue a permit for the proposed project by letter dated November 10, 1980. The Department based its intent to issue on a determination that the project would not adversely affect navigation, marine resources or water quality, provided the conditions set in the letter were met. The Department's Exhibit 2 is the only documentation presented by the City reflecting the City Council's action on the application. Exhibit 2 contains no findings by the local government that the proposed project would not violate any statute, zoning or ordinances; makes no findings that the project would present no harmful or increased erosion, shoaling of channels or stagnation of waters; and contains no findings that no material injury or monetary damage will result to adjoining land. The Petitioner's Exhibit 1, Minutes of the City Council for the City of Cape Coral Meeting of June 18, 1980, does not reflect that the final reports on the ecological effects of the proposed project were read into the record, and does not reflect that those reports were duly considered by the Council. It was at this meeting that final action on the application for permitting of the proposed project was presumably taken. However, the motion approved at that meeting did not authorize approval of the proposed project nor issuance of the permit. The motion empowered the Mayor to write a letter expressing approval. This motion presumable resulted in the letter of June 17, 1980, the Department's Exhibit 2, which was signed by the City Manager and not the Mayor.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law the Hearing Officer recommends that the agency head withhold final action on the application for a reasonable period of time to permit the applicant to cure the procedural defects. Upon curing the procedural defects, the Hearing Officer would recommend issuance of the permits originally requested. DONE and ORDERED this 12th day of June, 1981, in Tallahassee, Leon County, Florida. STEPHEN F. DEAN, 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 12th day of June, 1981. COPIES FURNISHED: Daniel Sasso, Esquire Post Office Box 1422 1413 Cape Coral Parkway Cape Coral, Florida 33904 Richard Roosa, Esquire 1714 Cape Coral Parkway Post Office Box 535 Cape Coral, Florida 33904 Paul R. Ezatoff, Jr., Esquire Assistant General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 ================================================================= AGENCY FINAL ORDER ================================================================= STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION ERICH SCHLACHTA and ESTER SCHLACHTA, husband and wife, Petitioner, vs. CASE NO. 80-2258 CITY OF CAPE CORAL, PARKS AND RECREATION DEPARTMENT and STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION, Respondent. /
The Issue The issue in this case is whether the Department of Environmental Protection (DEP) should issue a letter of consent to use State-owned submerged lands (SL) and an environmental resource permit (ERP) (which are processed together as a SLERP) for the single-family dock proposed by Pamela C. Damico, which would extend 770 feet into the Atlantic Ocean from her property on Plantation Key in Monroe County (DEP Permit 44-0298211-001).
Findings Of Fact Pamela C. Damico owns property at 89505 Old Highway on Plantation Key in the Upper Florida Keys in Monroe County. Her property includes submerged land extending between 212 and 233 feet into the Atlantic Ocean, which is an Outstanding Florida Water (OFW). She applied to DEP for a permit to build a dock and boat mooring at her property. In its final configuration, the proposed docking structure would have an access pier from the shoreline that would extend across her submerged land, and then farther across State-owned submerged lands, for a total distance of 770 feet from the shoreline. A primary goal of the application was to site the mooring area in water with a depth of at least -4 feet mean low water (MLW). Mrs. Damico’s consultants believed that this was required for a SLERP in Monroe County. In addition, they were aware that -4 feet MLW would be required to get a dock permit from Islamorada, Village of Islands. The beliefs of Mrs. Damico’s consultants regarding the depth requirement for the mooring site were based in part on incorrect interpretations of DEP rules by certain DEP staff made both during Mrs. Damico’s application process and during the processing of other applications in the past. Those incorrect interpretations were based in part on ambiguous and incorrect statements in guidance documents published by DEP over the years. (Similarly, certain DEP staff made incorrect interpretations of DEP rules regarding a supposedly absolute 500-foot length limit for any dock in Monroe County.) See Conclusions of Law for the correct interpretations of DEP rules. Petitioner owns oceanfront property to the south and adjacent to Mrs. Damico’s. As expressed by Petitioner’s owner and operator, Dr. William Carter, Petitioner has concerns regarding impacts of the proposed docking structure on navigation, boating safety, and natural resources, including seagrasses, stony corals, tarpon, and bonefish. Several changes were made to the proposed docking structure to address concerns raised by Petitioner. In the earlier proposals, the access pier would have been supported by 10-inch square concrete piles, which must be installed using a construction barge and heavy equipment. In its final form, to reduce the direct impacts to the seagrasses and stony corals, it was proposed that the first 550 feet of the access pier from the point of origin on the shoreline would be installed using pin piles, which are made of aluminum and are 4.5 inches square inside a vinyl sleeve five inches square, and can be installed by hand. Instead of the planks originally proposed for the decking of the access pier, a grating material was substituted, which would allow greater light penetration to the seagrasses below. The orientation and length of the proposed docking structure was modified several times in an effort to achieve the optimal siting of the mooring platform. Handrails were proposed for the access pier, and no tie-up cleats are provided there. In combination with the elevation of the decking at five feet above mean high water (MHW), the handrails would discourage use of the pier for mooring by making it impractical if not impossible in most cases. Railing also was proposed for the north side of the mooring platform to discourage mooring there, and a sign was proposed to be placed on the north side of the platform saying that mooring there is prohibited. These measures were proposed to restrict mooring to the south side of the mooring platform, where a boat lift would be installed, which would protect the large seagrass beds that are on the north side of the terminal platform. (Mooring an additional boat along the end of the 8-foot long mooring platform, which faces the prevailing oceanic waves, is impractical if not impossible.) To make the docking structure less of a navigation and boating safety hazard, it was proposed that a USCG flashing white light would be installed at the end of the terminal platform. In its final configuration, the docking structure would preempt approximately 2,240 square feet of State-owned submerged land, plus approximately 200 square feet preempted by the proposed boat lift. In addition, it would preempt approximately 900 square feet of Mrs. Damico’s privately-owned submerged land. Mrs. Damico’s private property has approximately 352 linear feet of shoreline. Dr. Lin testified for Petitioner that the proposed docking structure would preempt a total of 3,760 square feet. This calculation included 520 square feet of preemption by the boat lift, but the proposed boat lift is for a smaller boat that would preempt only approximately 200 square feet. Intending to demonstrate that the proposed docking structure would wharf out to a consistent depth of -4 feet MLW, Mrs. Damico’s consultants submitted a bathymetric survey indicating a -4 MLW contour at the mooring platform. In fact, the line indicated on the survey is not a valid contour line, and the elevations in the vicinity do not provide reasonable assurance that the mooring area of the docking structure in its final configuration is in water with a consistent depth of -4 feet MLW, or that there is water of that depth consistently between the mooring area and the nearest navigable channel. The evidence does, however, provide reasonable assurance that the proposed mooring platform is in water with a consistent depth of at least -3 feet MLW, and that there is water of that depth consistently between the mooring area and the nearest navigable channel, which would avoid damage to seagrass bed and other biological communities. The evidence was not clear whether there is another possible configuration available to Petitioner to wharf out to a mooring area with a consistent depth of at least -3 feet MLW, not over seagrasses, and with water of that depth consistently between the mooring area and the nearest navigable channel, that would not require as long an access pier, or preempt as many square feet of State-owned submerged land. A noticed general permit (NGP) can be used for a dock of 2,000 square feet or less, in water with a minimum depth of -2 feet MLW, and meeting certain other requirements. See Fla. Admin. Code R. 62-341.215 and 62-341.427. The evidence was not clear whether an NGP can be used in an OFW in Monroe County in water less than -3 feet FLW, according to DEP’s interpretation of its rules. Cf. Fla. Admin. Code Ch. 62-312.400, Part IV. Initially, mitigation for impacts to natural resources was proposed. However, DEP’s staff determined that no mitigation was required because there would not be any adverse effects from the docking structure, as finally proposed. For the same reason, DEP staff determined that there would be no significant cumulative adverse impacts and that no further analysis of cumulative impacts was necessary. Actually, there will be adverse impacts to natural resources. The biologist for Mrs. Damico determined that there are some seagrasses and numerous stony corals in the footprint of the access pier, in addition to other resources less susceptible to impacts (such as macro-algae and loggerhead sponges). These organisms will be disturbed or destroyed by the installation of the access pier. The biologist quantified the impacts to round starlet corals by assuming the placement of two supporting piles, four feet apart, every ten feet for the length of the pier, and assuming impacts to the stony corals in a quadrat centered on each pile location and three times the diameter of the pile. Using this method, it was estimated that approximately 1,505 square centimeters of the stony corals would be destroyed by the installation of the docking structure. The impacts assessed by Mrs. Damico’s biologist and DEP assume that construction would “step out” from shore and, as construction proceeds, from already-built segments of the pier, until water depths allow for the use of a construction barge without unintended damage to the natural resources in the area. This construction method is not required by the proposed SLERP. It would have to be added as a permit condition. Petitioner did not prove that the impacts to a few seagrasses and approximately 1,505 square centimeters of the stony corals would damage the viability of those biological communities in the vicinity of the proposed docking structure. Direct and indirect impacts to other species from the installation and maintenance of the docking structure would not be expected. Impacts to listed species, including manatees and sawfish, would not be anticipated. Manatees sometimes are seen in the vicinity but do not rely on the area for foraging or breeding. Sawfish are more likely to frequent the bay waters than the ocean. Migratory tarpon and bonefish use the area and might swim out around the docking structure to avoid passing under it. Resident tarpon and some other fish species might congregate under the docking structure. The proposed docking structure does not block or cross any marked navigation channel and is in a shallow area near the shore where boats are supposed to be operated at reduced speeds. Nonetheless, the proposed structure poses more than a casual navigation hazard, especially due to its length, which is significantly greater than any docking structure in the vicinity. In conducting its staff analysis of the impacts on navigation and boating safety, DEP understood that the closest marked navigation channel is at least two miles away from the proposed docking structure. Actually, there also is a marked channel at the Tavernier Creek, which is less than half a mile north of the site. It is not uncommon for boaters to leave the marked Tavernier Creek channel to motor south in the shallow water closer to shore; they also sometimes cut across the shallow waters near the site to enter the Tavernier Creek channel when heading north. There also are other unmarked or unofficially-marked channels even closer to the proposed docking structure. In good weather and sea conditions, the proposed docking structure would be obvious and easy to avoid. In worse conditions, especially at night, it could be a serious hazard. To reduce the navigational hazard posed by the dock, reflective navigation indicators are proposed to be placed every 30 feet along both sides of the access pier, and the USCG flashing white light is proposed for the end of terminal platform. These measures would help make the proposed docking structure safer but would not eliminate the risks entirely. The light helps when it functions properly, it can increase the risk if boaters come to rely on it, and it goes out. Both the light and reflective indicators are less effective in fog and bad weather and seas. The risk increases with boats operated by unskilled and especially intoxicated boaters. It is common for numerous boaters to congregate on weekends and holidays at Holiday Isle, which is south of the proposed docking structure. Alcoholic beverages are consumed there. Some of these boaters operate their boats in the vicinity of the proposed docking structure, including “cutting the corner” to the Tavernier Creek pass channel, instead of running in deeper water to enter the pass at the ocean end of the navigation channel. This increases the risk of collision, especially at night or in bad weather and sea conditions. DEP sought comments from various state and federal agencies with jurisdiction over fisheries and wildlife. None of these agencies expressed any objection to the proposed docking structure. No representative from any of those agencies testified or presented evidence at the hearing. Area fishing guides and sports fishermen fish for bonefish and tarpon in the flats in the vicinity of the proposed docking structure. If built, the proposed docking structure would spoil this kind of fishing, especially bonefishing, or at least make it more difficult. The more similar docking structures installed in the area, the greater the difficulties in continuing to use the area for this kind of fishing. On the other hand, resident tarpon and some other fish species could be attracted by such docking structures. Mrs. Damico’s application initially offered a money donation to the Florida Keys Environmental Restoration Trust Fund if mitigation was required. The proposed permit includes a requirement to donate $5,000 to the Florida Keys National Marine Sanctuary (FKNMS), before construction begins, for the maintenance of mooring buoys to reduce recreational boater impacts at the coral reef areas. The reefs are miles from the site of the proposed docking structure, and the donation does not offset project impacts. Rather, as stated in the proposed permit, its purpose is to “satisfy public interest requirements.” As a federal agency, the FKNMS does not accept donations directly. Donations would have to be made to the Sanctuary Friends of the Florida Keys (SFFK) for use by the FKNMS for buoy maintenance. A condition would have to be added to the ERP to ensure that the donation would be used for the intended purpose. In a bid to defeat Mrs. Damico’s attempt to satisfy public interest requirements, Petitioner offered to donate $10,000 to SFFK for the buoy maintenance if DEP denied the permit. Petitioner’s offer should not affect the evaluation of the proposed docking structure under the public interest criteria. DEP staff evaluated the proposed ERP under the public interest criteria to be essentially neutral and determined that the $5,000 donation would make it clearly in the public interest. This analysis was flawed. With or without the $5,000 donation, the proposed docking structure would have an adverse effect on the public health, safety, and welfare; an adverse effect on navigation; an adverse effect on fishing or recreational values in the vicinity; and an adverse effect on the current condition and relative value of functions being performed by areas affected by the proposed activity. It would not have any positive public interest effects. Its effects would be permanent.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that DEP enter a final order denying a permit for the proposed docking structure; if granted, there should be a condition requiring construction to “reach out” from shore and, as construction proceeds, from already-built segments of the pier, until water depths allow for the use of a construction barge without unintended damage to the natural resources in the area. DONE AND ENTERED this 14th day of October, 2011, in Tallahassee, Leon County, Florida. S J. LAWRENCE JOHNSTON Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 14th day of October, 2011. COPIES FURNISHED: Patricia M. Silver, Esquire Silver Law Group Post Office Box 710 Islamorada, Florida 33036-0710 Brittany Elizabeth Nugent, Esquire Vernis and Bowling of the Florida Keys, P.A. at Islamorada Professional Center 81990 Overseas Highway, Third Floor Islamorada, Florida 33036-3614 Ronald Woodrow Hoenstine, III, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 35 Tallahassee, Florida 32399-3000 Herschel T. Vinyard, Jr., Secretary Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 35 Tallahassee, Florida 32399-3000 Tom Beason, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 35 Tallahassee, Florida 32399-3000 Lea Crandall, Agency Clerk Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 35 Tallahassee, Florida 32399-3000
The Issue Whether respondent discriminated against petitioner on account of his race in terminating his employment as a glass bottom boat captain at Silver Springs? Whether Emma Hawkins should be allowed to intervene? If so, whether respondent discriminated against intervenor on account of her race in failing to promote and ultimately in discharging her?
Findings Of Fact On January 1, 1989, FLAC acquired Silver Springs and Wild Waters, an adjacent tourist attraction dating to 1977 or 1978. In or near Ocala, Florida, both properties had belonged to Florida Leisure Acquisitions, Inc., who had acquired them from American Broadcasting Company some five years earlier, in a "leveraged buyout." FLAC also acquired Weeki Wachee in 1989. T.449. Thomas Cavanaugh, who started as a vice-president and general manager in 1973, survived both changes in ownership, and had effective control over a unified personnel system until his departure in 1990. As late as 1973, everybody who worked at Silver Springs as a glass bottom boat captain was black. When FLAC acquired Silver Springs, five of twelve glass bottom boat captains were black. At the time of petitioner's discharge on June 21, 1989, seven of the boat captains were black. The number had fallen to three by November of 1990. Hiring Patterns Most of the jobs at Silver Springs require little or no skill, and this has been true at all pertinent times. Boat captains needed only to be able to deliver a spiel or learn a script and handle a boat. Maintenance and food service positions were predominantly unskilled. In all these areas, there were also some positions for managers or supervisors. Between December 7, 1987, and May 6, 1991, inclusive, respondent or its predecessor hired 104 boat captains or guides, and offered jobs as boat captains or guides to 20 others who did not accept. None of those who refused offers and only one who accepted was black. Nine of 520 persons who applied for these positions during this time period were black. In late 1989 and early 1990, blacks applying for other positions at Silver Springs comprised a significantly higher proportion of the applicants for these other positions. In the early part of 1990, blacks accounted for 6.95 percent of applicants for all jobs at Silver Springs, up from the latter part of the year before. Treating the population between 15 and 64 as a proxy for the civilian labor force, the civilian labor force in the area was, according to 1980 census data, 14.7 percent black, a percentage that had fallen by 1990 to 12.7 percent. Blacks comprised 11.1 percent of the Marion County population 15 and older in 1990, and 16.8 percent of those who found work through the Florida State Employment Service in the period from July of 1990 through June of 1991. A labor economist called by petitioner testified that the discrepancy between the percentage of blacks in the flow of applicants for work as boat captains or guides and the percentage of blacks in the work force in Marion County permitted an inference "that there is . . . probably some barrier to entry for individuals to apply," Fresen Deposition, p. 21, for those positions. The same witness was also willing to speculate, id. at 54, that the discrepancy between the percentage of blacks in the flow of applicants for boat captain or guide positions and the percentage of blacks in the flow of applicants for other positions at Silver Springs "may be . . . [attributable to t]he channelling of applicants for navigational positions into other positions." Id. at 55. Respondent attributed the conceded decline in black applicants for work at Silver Springs to better opportunities increasingly available elsewhere in Marion County, including positions at a Martin-Marietta plant with 1800 employees, at Certified Grocers with 800 employees, at Energy One and at Federal Motors, each with 1100 employees in the community, and at a K-Mart Distribution Center with two or three hundred employees. T.440-1. Glass Bottom Boats For several years, perhaps since 1957, U.S. Coast Guard regulations have required that passengers on glass bottom boats at Silver Springs be told about life jackets on board, and boat captains have been responsible for doing this, before setting out. Otherwise, until a few years ago, each glass bottom boat captain had broad discretion about what he did or did not say to passengers on board. On July 1, 1957, when petitioner David Faison, who is black, began work for one of respondent's predecessors in interest as a glass bottom boat captain (or driver), each captain was required to compose a talk to deliver to glass bottom boat passengers. As a new recruit, Mr. Faison read the book "Eternal Springs" and rode with other captains, before leading his own boat tours, pointing out flora and fauna and sharing information about the springs. An Easter Outing Jim Schorr, then FLAC's new chief executive officer, took his family for their first ride on a glass bottom boat at Silver Springs on Easter Day 1989. They "went down on the glass bottom boat dock, and they took the first boat that was available and that happened to be Riley Williams' boat." T.526. Afterwards Thomas Cavanaugh summoned Riley Williams, a black boat captain with more than 30 years' experience, and Michael Jacobs, respondent's director of operations, to his office. "Riley, what happened? What happened with your trip, Riley?" he asked. "We just talked to Jim Schorr. He said it was a terrible trip." T.526. Surprised and visibly shaken, Mr. Williams reported that "Mr. Schorr even told me my trip was good," (T.527) but allowed that he had been nervous. Mr. Cavanaugh told him to take the afternoon off and said, "Riley, we're going to go ahead - we're going to help all the drivers. We're going to hire a drama coach, and it will help everybody out." Id. Standardization David London, the new drama coach, prepared the first version of a script the boat captains were asked to commit to memory, or at least to follow closely as a guide when giving tours. As requested, petitioner, along with other boat captains, made suggestions for improving the script. T.251, 521. At a meeting on or after May 2, 1989, a revised script was distributed to assembled boat captains, and Mr. Schorr announced "that he wanted them to learn the script, and if they chose not to learn the script, that they could find work elsewhere." T.484. No deadline was given. T.44, 429. Whether petitioner Faison was in attendance is unclear. T.294. Riley Williams now works on the grounds at Silver Springs, landscaping and gardening. His pay is no less than if he had remained a boat captain. He asked for a transfer because he felt he "really wasn't coming up to par of what they wanted . . . [from boat captains] and the time was closing in " T. 581. Dockmaster A black man, Willie Barr began as a glass bottom boat captain at Silver Springs in 1974. Except for a hiatus that began in 1980 and ended in 1981, he continued in respondent's employ (or that of a predecessor in interest) until November 18, 1989, when he retired as dockmaster, a salaried position he first assumed in 1982. As dockmaster, Mr. Barr reported directly to Mike Jacobs, the white man who worked as respondent's director of operations. Mr. Barr had overall responsibility for both jungle cruise and glass bottom boats; and particular responsibility for scheduling glass bottom boat captains' work and for maintenance of the glass bottom boats. A separate maintenance department actually did the work. He also piloted, loaded, unloaded and tied up glass bottom boats. Mr. Barr retired at age 52 at least partly because of high blood pressure, a malady of which both he and Mr. Jacobs had become aware in early 1989. T.299, 481. During the months before he stepped down, Mr. Barr came to Mr. Jacobs on several occasions, and told him "about the stress he was under at the boat dock, the problems he was having with the drivers, a new company taking over and all the changes that were taking place." T.481. In May of 1989, Mr. Jacobs asked Mr. Utz, a decorated Navy veteran who had worked at Silver Springs longer than Mr. Barr, "to give Willie a hand." T.371, 481-2. At the time of this request, Mr. Utz, who is white, was "at the jungle cruise most of the time running the jungle cruise operation," (T.298) as lead or "manager of the jungle cruise." T.368. Mr. Barr viewed Mr. Utz, before May of 1989, as his assistant, as did every glass bottom boat captain who testified on this point. But management witnesses insisted that Mr. Utz's position "at the jungle cruise" was equal in rank to that of glass bottom boat dockmaster, the position Mr. Barr held. T.472. Although Mr. Utz worked for an hourly wage before (and, initially, after) the change in May of 1989, Mr. Utz's remuneration exceeded Mr. Barr's salary significantly. In addition to supervising jungle cruises, Mr. Utz trained boat captain recruits. Respondent gave Mr. Utz no pay raise in May of 1989, when his broader responsibilities seemed to most to entail greater authority. The company's chief executive officer acknowledged that a change in the pecking order occurred. T.455. Mr. Barr began reporting to Mr. Utz in May of 1989. T.275. On May 7, 1989, Mike Sentman took over as lead for jungle cruise operations. Response to Petitioner's First Set of Interrogatories, No. 16. Glass bottom boat drivers considered Mr. Barr their supervisor before, but not after, the time Mr. Utz undertook his new role in glass bottom boat operations. T.42, 53- 4, 57. Ultimately Mr. Utz assumed a new title, supervisor of boat operations (T.295, 372), and filled a newly created position, which respondent never advertised, even to other employees. He continued to train all new boat captains before they took a test the U.S. Coast Guard required, drawing on his long experience with boat handling. Only in January of 1990, after Mr. Barr had retired, however, did Mr. Utz acquire his present title and become a salaried employee. T.372. We Are Not "Edutained" On Tuesday, June 20, 1989, the day David Faison returned from a two- week vacation, David London rode on his boat and listened to what petitioner said to the tourists. Unfavorably impressed, he told Donald Utz afterwards, "Wow, that was terrible. That was the wors[t] yet." T.378. That afternoon Donald Utz and Michael Jacobs sent Robert Sinkler, Jr., at the time employed in respondent's "Edutainment" program, on a boat ride with petitioner, with instructions to videotape petitioner's performance. Virtually without interruption, petitioner (who mistook Mr. Sinkler for a tourist) was videotaped for the duration of the trip. Received in evidence as Respondent's Exhibit No. 1, the videotape records petitioner's remarks, delivered in a sometimes unintelligible singsong. They bear scant resemblance to the prescribed script, and include no reference to life jackets. On other occasions, however, petitioner did advise passengers of the life preservers on board. T. 278. David Faison was asked the next day to join Messrs. Jacobs and Utz, in viewing at least a portion of the videotape. In the discussion that followed, petitioner, who was said to be good-natured ordinarily, expressed resentment at having to use the script, which Mr. Jacobs took as a refusal to do so. Petitioner is "a person that would tell you what he thought." T.451. He terminated petitioner's employment on the spot, although Mr. Faison was generally seen by his superiors in the organization as not the type of person to be insubordinate. T.450-451. The day Mr. Faison was discharged Willie Barr, the dockmaster, asked to see the videotape, after he learned from other boat captains that petitioner had been sent home. Mr. Barr watched part of it in the company of Don Utz, who told Mr. Barr that petitioner had been discharged for failure to use the assigned script. T.295. Mr. Utz "didn't really indicate that" (T.295) respondent had refused to use the script. Before petitioner's discharge, Mr. Utz had told Virginia Phillips that he did not know how the black boat captains were going to do because they were difficult to understand. T.51. He also told her he did not want her going to "that area of the city," (T.47) which she took to mean the black residential area. She had recently travelled there when she drove a black boat captain, Alphonso Sears, home. Insubordination was (and remains) a recognized ground for dismissal. T.293, 303. But a white glass bottom boat captain was not dismissed despite refusing to be "cross-trained" as a boat captain for two of the three other rides offered by FLAC, even though he had originally been told that "cross training" for all three was mandatory. T.108. The white employee did train as a boat captain for one of the three other rides. He was told, three weeks before the hearing, that training for the other two was not required. T.109. Another boat driver, Virginia Ferguson, testified that she "was told recently all boat drivers needed to be cross-trained" (T.175) to act as guides on all four rides. T. 176. A second white boat driver also refused cross- training with impunity. T.420. But nobody else was shown to have insisted on giving the glass bottom boat tour his own way, without using the prescribed script. Respondent's newly installed chief executive officer had personally decided and publicly announced that all glass bottom drivers were to use the script. Recruitment Efforts Four times petitioner tried unsuccessfully to get in to see Mr. Cavanaugh in an effort to regain the job he had held for more than three decades. At hearing, Mr. Cavanaugh characterized his failure to talk to petitioner about his discharge as an "error" (T.452) that he attributed to the emotional drain of having himself to terminate the employment of so many people he had worked with for a long time. David Faison was one of approximately twenty employees FLAC discharged in 1989, most of whom were managers. "The new management was making a sweep." T.449. Like his brother David, Roosevelt Faison has worked as a boat captain at Silver Springs for many years. He began on May 4, 1956, and worked full-time until 1989, when he chose to cut back to two days a week. An average or above average employee (T.276), his evaluations have been consistently "good" or "excellent." In May of 1989, he told Anne Dansby, a white woman who worked for respondent that "the few blacks . . . [still employed] felt like they w[ere] not really wanted in the park." T.125. She apparently relayed the substance of this conversation to Tom Cavanaugh, who later brought up the subject with Mr. Roosevelt Faison, agreeing that the number of black employees had dropped. Mr. Cavanaugh told Mr. Roosevelt Faison that he "was dead on the money, but it wasn't done intentionally." T.126.36. On the third or fourth day after his arrival at Silver Springs, Thomas Cavanaugh ordered an end to racially segregated bathrooms at Silver Springs. He personally included a sledge hammer in an attack on a urinal reserved, until its destruction, for the use of black men. Within months of his arrival, he "retired" the white supervisor of glass bottom boats and replaced him with a long-time black employee. He sought to recruit black employees through the school system and enlisting the assistance of black community leaders. These efforts antedated his discussion of the situation with Roosevelt Faison, and intensified after their discussion. Lay-Off On a Monday in July of 1989, when Mr. Roosevelt Faison reported to work, he found a note with his paycheck, which said, "Roosevelt, you are off until notified to come back to work." T.127. When he spoke to Ms. Dansby about the note, she called Mike Jacobs, but he was reportedly too busy to talk to Mr. Roosevelt. Ms. Dansby then called Mr. Utz, who did speak to Mr. Roosevelt Faison, first telling him, "It's just slow business, and we're just cutting back," (T.129) then referring him to Willie Barr, who was not at work that day. The next day, when Roosevelt Faison spoke to Mr. Barr by telephone, Mr. Barr rescinded the lay-off. Although he had not recommended the lay-off, (T.277) Mr. Barr had written the note to Mr. Faison ("on Roosevelt's time card" T.305) at Mr. Utz's behest. T.307. Mr. Roosevelt Faison did not work that week, but he was paid for a half day (presumably because he had come in Monday.) He resumed working his wonted Mondays and Tuesdays the following week. McCants Charlie McCants, who is black, went to work for respondent or a predecessor in interest in 1959 in the deer park, feeding and otherwise taking care of the animals there. He also mended fences and did other maintenance, until his transfer in 1985 to the wildlife section of the attraction. There he did much the same thing, although for different animals, among them giraffes, to whom he had to give shots. He was paid the same thing in the wildlife section as he was making in the deer park before the transfer, although he never supervised anybody in the wildlife section, as he once did for a while in the deer park, without actually holding a supervisor's position. He and Bill White, who is white, were relocated at the same time. Management felt they had both become too often hard to find in the deer park. Emma Hawkins Emma Hawkins began work at Silver Springs in the food and beverage department in May of 1974. In September of 1976, she resigned to go to junior college, but she returned to her job in November of 1977, and was promoted the following month to lead. She was promoted a second time -- to unit coordinator -- in March of 1979, and a third time -- to supervisor -- in August of the same year. She viewed her transfer in February of 1990 to the food and beverage department at Wild Waters as a fourth promotion. T.185, 198. She did not, however, receive every promotion for which she applied. She was passed over in favor of another black person for a job "managing the warehouse," (T.188, 489) and lost out, again to another black applicant, when she applied for an administrative position in the front office. T.188, 489. In January of 1989, she received the last in a series of merit pay raises. More than once, she applied unsuccessfully to become assistant manager of the food and beverage department. The last time she applied to be assistant manager of the food and beverage was the spring of 1989. T.188. The position remained open until Shari Wynkoop, a white woman who had not previously worked at Silver Springs, began as assistant manager of the food and beverage department on June 28, 1990. T.479. At the time of her transfer to Wild Waters, Ms. Hawkins had charge of a restaurant at Silver Springs, The Outback, where she supervised some 20 employees, more in the summertime. T.299-301. At Wild Waters, she had responsibility for five food facilities and up to 50 employees. Id. She had "charge of hiring, firing, inventory purchasing, schedules, supervising, cooking, [and] cash control." T.186. At least after the transfer, many of the assistant manager's duties devolved on Ms. Hawkins, until Ms. Wynkoop took over. A few months before the transfer, Robert Santillana, the food and beverage director, had given Ms. Hawkins a written reprimand because Tina Balboni, whom she supervised, had been permitted to work with "NO HAT, SCARF OR NAME TAG." Petitioner's Exhibit No. 8. On a "CAST MEMBER COUNSELING FORM," Mr. Santillana warned that another such dereliction would result in further counseling. Id. Money Bags The Wild Waters operations manager's morning routine included a trip from Silver Springs to Wild Waters with locked bags full of cash for the various Wild Waters cash registers. He put the money bags needed for the operations Ms. Hawkins supervised in a milk crate in his office. She usually took the crate herself from there to her office in the back of the Surf's Up restaurant, before distributing the money to cashiers. Ms. Hawkins had a door lock installed -- there was none when she started at Wild Waters -- but she did not always lock her office door. An electronic timing device for one of the water slides at Wild Waters was located in her office, and the operations manager needed access to reset the timer. She spent a certain amount of time out of her office but in close proximity. Ms. Hawkins was told on her return (after two days off) to work on or about August 10, 1990, that $98.16 had not been accounted for on or about the evening of August 8, 1990, and that a cashier had quit the day after the loss was discovered. She relayed this information to Mr. Santillana, who did not seem particularly concerned at the time. But Mr. Santillana gave her a written reprimand when, sometime within a few days of August 8, 1990, approximately $400 was taken from an unlocked money bag a cashier left in her unlocked office, in violation of prescribed procedure and apparently without Ms. Hawkins' knowledge. This loss occurred on a Friday. Mr. Santillana, who did not learn of it until the following Monday, was angry that Ms. Hawkins had not succeeded in reaching him over the weekend. She had standing instructions to report major losses to him as soon as possible. On August 16, 1990, he and Ms. Wynkoop went to Ms. Hawkins' office and found it unlocked. Nobody was in the office, but a milk crate full of money bags was in plain sight. He went straight to the front of the restaurant and asked Ms. Hawkins to come to his office the following day. Later he wrote a memorandum, memorializing his findings on August 16, 1990, recounting the loss a week or so before of $98.16, and terminating her employment. August 16, 1990, was the last day Ms. Hawkins' worked for respondent. Ms. Hawkins was not the first to lose a job with respondent for (apparent) failure to abide by prescribed cash handling procedures. On occasion employees were discharged for a single (apparent) breach of such procedures. Ms. Hawkins (who had not yet clocked in when Mr. Santillana accosted her on the morning of August 16, 1990) noticed that a trusted employee had a good view of her office door, but did not bother to check whether it was locked, before going to help elsewhere in the facility, where she was needed.
Recommendation It is, accordingly, RECOMMENDED: That FCHR enter a final order denying the petition for relief. That FCHR enter a final order denying the petition to intervene. DONE and ENTERED this 30th day of November, 1992, in Tallahassee, Florida. ROBERT T. BENTON, II Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, FL 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 30th day of November, 1992. APPENDIX Petitioner's proposed findings of fact Nos. 1-10, 15, 16, 17, 18, 21, 24, 25, 32, the first two sentences of No. 33, Nos. 34, 35, 57, 58, 63, 64, 65, 69- 74, 77-82, 84, 86, 87, 90-93, 95, 98, 99, 100, 105-112, 115, 116, 117, 120-124, 127, 129, 130, 131, 132, 134, 138 and 139 have been adopted, in substance, insofar as material. With respect to petitioner's proposed finding of fact No. 11, the CEO was Jim Schorr. Petitioner's proposed findings of fact Nos. 12, 13, 14, 20, 22, 26, 28-31, 59-62, 66, 67, 68, 76, 83, 85, 88, 89, 94, 102, 103, 104, 118, 119, 126, 128, 135, 136, 140, 143 and 144 pertain to subordinate matters. With respect to petitioner's proposed finding of fact No. 19, the weight of the evidence established that petitioner did not give the warning on June 20, 1989. With respect to petitioner's proposed findings of fact Nos. 23, 36, 37, 96, 97, 101, 125 and 142, the witnesses testified as reported. Petitioner's proposed findings of fact No. 27, the last sentence, of No. 33, Nos. 75, 113 and 141 have been rejected as unsupported by the weight of the evidence. With respect to petitioner's proposed findings of fact Nos. 36-56, the case has been decided on the assumption, pro hac vice, that race discrimination did take place at some point. With respect to petitioner's proposed finding of fact No. 114, the transfer occurred in February. With respect to petitioner's proposed finding of fact No. 137, she had not been performing as assistant manager for ten years. Respondent's proposed findings of fact Nos. 1 through 5 pertain to the procedural posture of the case, apart from evidence adduced at final hearing. Respondent's proposed findings of fact Nos. 6-8, 12-15, 17-20, the first sentence of No. 21, Nos. 25, 27, 28, 31-34, 36, 37, 39-47, 49-56, 60, 61, 62, 64, 67, 69-75 and 76 have been adopted, in substance, insofar as material. With respect to respondent's proposed findings of fact Nos. 9, 10 and 11, it is not clear whether Faison was present and heard Mr. Schorr's remarks, or that he was ever told of any deadline. With respect to respondent's proposed finding of fact No. 16, it is not clear whether FLAC intended not to hide the fact that one of its employees was videotaping petitioner. With respect to the last sentence of paragraph No. 21 and Nos. 22, 23 and 24, petitioner was fired for perceived refusal to use the script, whether or not he had time enough to learn it. Respondent's proposed findings of fact Nos. 26, 29, 30, 35, 38, 48, 58, 63, 77, 78 and 79 pertain to subordinate matters. Respondent's proposed finding of fact No. 57 is interally inconsistent. With respect to respondent's proposed finding of fact No. 59, it is unnecessary to decide this question in order to decide the case. With respect to respondent's proposed finding of fact No. 65, the position was filled on June 28, 1990. With respect to respondent's proposed finding of fact No. 66, see paragraphs 46-51 the findings of fact. With respect to respondent's proposed finding of fact No. 67, the evidence was in equipoise on the question of where Ms. Hawkins was when the loss was discovered. COPIES FURNISHED: Mary C. O'Rourke P. Kent Spriggs Spriggs and Johnson West College Avenue Tallahassee, FL 32301 Loren E. Levy Bruce Kaster Cove, Green and Kaster P.O. Box 2720 Ocala, FL 32678 Margaret Jones, Clerk Commission on Human Relations John Knox Road Building F, Suite 240 Tallahassee, FL 32303-4113 Dana Baird, General Counsel Commission on Human Relations 325 John Knox Road Building F, Suite 240 Tallahassee, FL 32303-4113 Lewis E. Shelley 117 S. Gadsden Street Tallahassee, Florida 32302
The Issue The issues concern the request by Petitioner for a permit(s) to dredge in a man-made canal and to construct two boat houses and six boat slips.
Findings Of Fact Petitioner owns property in Marion County, Florida, from which he has legal access to a man-made canal that intersects the Oklawaha River. This river is an Outstanding Florida Water body. The canal and river are in Marion County, Florida. In November 3, 1989, Respondent received a permit application from Petitioner. This application sought approval to dredge in the man-made canal which is approximately 800 feet long. That canal is owned by the Canal Authority of Florida. The dredging activity would include removal of material at the mouth of the canal as it intersects the Oklawaha River. The applicant intends to expand by dredging the length in the landward extent of the canal from 60 feet to 120 feet and the width from 50 feet to 170 feet. In the landward extent of the dead-end canal, what is described as the boat basin, the applicant seeks approval for the construction of six boat slips and two boat houses. The relative design of the these activities and the placement of the spoil materials removed in the dredging are shown in the application to include responses to the omissions request. That application is found as the Respondent's Composite Exhibits No. 1. At present the applicant has a 30 foot pontoon boat in the dead-end canal. He has a 17 foot bass boat and his neighbor has a 24 foot pontoon boat that use the canal. With the advent of as many as six boats available for the six slips contemplated by this application, the boats would vary in length from 16 feet to 30 feet. In carrying out the dredging activities Petitioner states that he would use anchored turbidity curtains at the intersection of the canal and the Oklawaha River while dredging activities transpired. The exact location of the proposed project is the south shore of the Oklawaha River in Marion County, Florida, in Section 35, Township 14 South, Range 23 East. On June 1, 1990, Respondent noticed its intent to deny the permit. Following that denial Petitioner timely requested a formal hearing to consider his entitlement to the permit(s). The history of the dead-end canal in question is not clear from the record. Its present condition does suggest that it has existed for a considerable number of years. Its appearance does not reflect that routine maintenance has been performed to preserve its original configuration to include maintaining its original depths throughout its course. At the location where the canal intersects the Oklawaha River, the river runs in an easterly direction for a short stretch. Its flow regime at that point is quite swift. This intersection is in a bend of the river. The high energy flow at that juncture has created an undercut at the mouth of the canal and for some distance on either side. The landward extent of the canal or area of the proposed boat basin is an area which was dredged from uplands. The canal extends in an northerly direction to the river through a wetlands swamp. Spoil material from the original dredging had been placed on the east and west side of the canal. There was sufficient deposition on the west side to allow vehicular traffic. That bank of the canal provides physical access to the river. In the Petitioner's experience, at around the time of the application process the water levels in the river and canal were as low as they had been during his three years of observation. At other times during that three year period the water levels had been approximately two feet higher than the low levels described. It is, however, unclear from the record what the normal high and low ranges of water levels in the river would be at this location. Petitioner has observed that the water levels in the canal during the time in question is three feet in most of the canal except at the mouth as it intersects the river where the water level is shallower. As seen in the photographs a great deal of vegetation is present in the water in the canal causing it to be in a marsh like condition. Emergent vegetation exists in certain portions of the canal which indicates a generally permanent shallow water condition. The low water level in the mouth of the canal which has been described is only a few inches deep. The bottom of the canal where it enters the river is more substantial in compaction as compared to the rest of the canal. It is not clear when this compaction occurred, in particular whether it occurred following the original construction of the canal. Navigation is a problem for most boats in the condition of the canal as it was described at the time of hearing. Petitioner describes that he and other fishermen have navigated in the canal when the water levels were high enough to allow that navigation. The canal in its present condition serves as a habitat for wildlife. The wildlife includes blue winged teal, little blue heron, large mouth bass, bream and alligators. In order to mitigate the effects of this project Petitioner has offered to place a recycling water fall in or near the proposed boat basin to allow oxygen to be placed in that basin. This is described in the application documents. Petitioner proposes to landscape the slopes of the basin with boulders and natural vegetation. He proposes to place "no wake" signs along the canal. Notwithstanding the intent to use a turdibity curtain to protect against violations of turdibity standards in the waters in the canal and the adjacent Oklawaha River while dredging, problems of violation of Respondent's turbidity standards are expected to occur. This occurrence is probable given the relatively fast current in the river which precludes the efficient use of turbidity screens or curtains. Dead-end canals such as that envisioned in this project have water quality problems. Enlargement of the dead-end canal does not assist in addressing the problems, even taking into account the intention by Petitioner to recycle water in the proposed boat basin. The water quality standards that are likely to be violated concern dissolved oxygen and BOD (biological oxygen demand). The assurances Petitioner has given about these standards in terms of protections against violations are not reasonable assurances. The addition of six boat slips and the potential for greater use of the canal by boats other than those that presently exist creates an opportunity for other water quality violations. Those possibilities pertain to turbidity problems through the stirring of bottom sediments and a violation of standards for turbidity and nutrients through that process. Oils and greases are associated with the placement of boats in the dead-end canal and a violation of Respondent's water quality standards for oils and greases is possible. During high water events and other flushing events when water from the canal enters the river, the poor quality of that water from the canal will reduce the water quality in the receiving body of water, the Oklawaha River, potentially causing water quality violations in the river. More specifically related to the artificial water fall proposed by Petitioner, such a device is not generally found to be an acceptable solution in addressing any potential water quality problems created by the expansion of the dead-end canal system. In any event, that system of aeration only would address the dissolved oxygen water quality parameter and not other regulatory parameters. The dredging of the canal has adverse affects on the fish and wildlife presently using the waters in the canal through the adverse affect on their habitat. When the water quality is degraded as described it adversely affects public health, safety and welfare for those who use these waters. Petitioner has observed logs jamming in the curve of the river and the accumulation of sand around that area further closing the mouth of the canal. In order to keep the logs free from the canal entrance they have to be moved on a weekly or monthly basis. Petitioner would attempt to save as many trees as possible when dredging in the mouth of the canal. Petitioner intends to sod slopes where dredging occurs and to place berms to keep water from running off into the canal and to prohibit erosion in the area of the boat basin. Petitioner has in mind making it convenient for boats to turn around in the landward end of the dead-end canal and hiding those boats from the sight of persons on the river by keeping them in that area. However, Petitioner acknowledges that when boats negotiate inside the landward extent of the dead- end canal they churn up the bottom sediments and cause problems with water quality. More specifically, Petitioner's right of access to the mouth of the canal is an easement across the property of the Canal Authority of Florida. Petitioner owns the area of the boat basin which is at the far end of the canal. Activities by Petitioner in that portion of the canal about which he does not have ownership rights which violate Respondent's environmental regulations would be adverse to the interest of the Canal Authority of Florida. Petitioner intends to improve the road access along the bank of the canal as it offers access to the river. Two hundred fifty to three hundred feet of the canal length moving away from the river is through a swamp which is marshy with weeded vegetation on its slopes. The rest of the length of the canal is through an uplands. As you move up the slopes in the canal it goes from submerged to transitional to upland species of plants. It is a shallow water system where plants can live inundated or exposed. These are types of plants seen along edges of rivers or lakes where water flows slow. At the mouth of the canal, the compacted substrate has the appearance of what you would find on the edge of a deep creek or river channel. This material is compacted clay or rock with a sand overlay. The area is stabilized. The long term impact of this project is the elimination of vegetation within a marshy system thereby removing habitat for aquatic and semi-aquatic invertebrates and vertebrates and their breeding and feeding areas. In the dead-end canal systems the dissolved oxygen problems are presented by a slow moving regime of water and the suspension of nutrients and materials from the banks of the canal. The bottom materials that are stirred up by boats are transported to the river. Ordinarily canals are too deep to support the form of emergent vegetation found in some portions of the canal. The deeper the canal the more difficult the water problems, and the flushing times take longer. This is especially true with long canals such as the one at issue. This contributes to problems with violation of standards related to DO and BOD. While the canal itself is not an Outstanding Florida Water, the Oklawaha River's ambient water quality is at risk with the dredging activities contemplated by this project.
Recommendation Based upon the consideration of the facts found and conclusions of law reached, it is recommended that a Final Order be entered which denies the permit(s) for dredging and construction of boat slips and docks. RECOMMENDED this 21st day of February, 1991, in Tallahassee, Florida. CHARLES C. ADAMS, 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 21st day of February, 1991. APPENDIX TO RECOMMENDED ORDER, CASE NO. 90-5734 Having considered the proposed facts of the Respondent they are subordinate to facts found. COPIES FURNISHED: Carol Browner, Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, FL 32399-2400 C. W. Pardee, Jr. 2769 Northeast 32nd Place Ocala, FL 32670 Douglas H. MacLaughlin, Esquire State of Florida, Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, FL 32399-2400
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 On April 28, 1987, Nassau County applied to the Department of Environmental Regulation for a dredge and fill permit to construct a public boat ramp, dock, and unpaved parking lot within the landward extent of the St. Mary's River. The St. Mary's River is a class III water of the state, and is not an "outstanding" Florida water. The boat ramp is designed to be 12 feet wide and 66 feet long. The dock is designed to be 60 feet by 4 feet. The unpaved parking lot is designed to be 100 feet by 80 feet. The relationship of these projects is shown by the drawing that is R. Ex. 4. The jurisdiction of the Department of Environmental Regulation is determined by the dominant plant species on the land. Where there are no plant species, jurisdiction extends to the mean high waterline. With respect to the proposed boat ramp, dock, and parking lot, the DER's jurisdiction extends to the area above the blue line on R. Ex. 4. Thus, the DER jurisdiction extends to a small portion of the northwest corner of the parking lot, most of the dock (a 20 foot section of the dock ramp is excluded), and 44 feet of the end of the boat ramp that extends into the St. Mary's River. The small portion of the parking lot is not a deep swamp, but is a transitional wetland. This portion of the parking lot appears to be about 50 square feet of the total of 8,000 square feet of the entire parking lot, judging from the dimensions of the ramp and the dock on R. Ex. 4. The boat ramp will require the removal of 80 cubic yards of soil. The ramp is to be constructed at a place alone the river where there is no wetland vegetation of significance, and excavation will not remove any natural filtering vegetation of importance. At this point, the bank of the river is steep and the river is about 200 foot wide at this point, and has a relatively strong flow of water. The material to be excavated is fine. Any turbidity caused by excavation should be soon dissipated in the river. Physical barriers constructed during the excavation should adequately protect against excess turbidity. Special condition 3 of the proposed permit requires that turbidity controls be used throughout the project to contain any turbidity generated that exceeds state water quality standards. R. Ex. 3. The dock involves the placement of pilings on the river bottom along the shoreline of the river. If the dock were to be a private dock, it would be exempt from the requirement of a DER permit. The dock will not destroy wildlife habitat or cause the loss of important wetland. The flow of water would continue through and around the pilings of the dock and across the end of the ramp. The project would not change the natural flow of the river, cause erosion, or be a hazard to navigation. The project will not harm marine productivity. The project will not adversely affect public health, safety, or welfare. There are no significant historical or archeological resources affected by the project. The project will enhance fishing and recreational values by providing access to fishermen and boaters to the river. A small portion of the parking as shown on R. Ex. 4 will result in the destruction of a transitional wetland, but the portion is not significant in comparison with the remaining wetland. The alteration to the wetland is lessened by the fact that the parking lot will be unpaved. The Petitioners presented evidence as to alternative sites that may be available to the County for a boat ramp, and evidence that the proposed public boat ramp may harm the adjacent or nearby property of the Petitioners due to noise and litter from public use. There is no evidence that the project will have an environmental impact upon the property of the Petitioners.
Recommendation For these reasons, it is recommended that the Department of Environmental Regulation enter its final order issuing permit number 451193582 to Nassau County with the specific conditions contained in the intent to issue dated June 26, 1987. DONE and ENTERED this 11th day of March, 1988. WILLIAM C. SHERRILL, JR. Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 11th day of March, 1988. APPENDIX TO RECOMMENDED ORDER, CASE NO. 87-3838 The following are rulings upon findings of fact proposed by the parties which have been rejected in this Recommended Order. The numbers correspond to the numbers of the proposed findings of fact as used by the parties. Findings of fact proposed by the Petitioner: 5 and the second sentence of 6. These proposed findings are issues of law, not fact. Findings of fact proposed by the Respondent: None proposed. COPIES FURNISHED: Gordon E. Hart, Esquire 205 Center Street Fernandina Beach, Fla. 32304 William H. Congdon, Esquire Assistant General Counsel Office of General Counsel Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Michael S. Mullin, Esquire Nassau County Attorney Post Office Box 1010 Fernandina Beach, Florida 32304 Dale Twachtmann, Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Daniel H. Thompson, Esquire General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32399-2400
Findings Of Fact By Joint Application for Works in the Waters of Florida filed June 22, 1994, Petitioner requested a permit to dredge about 500 square feet of uplands for a boatslip and to maintenance dredge 1700-1900 square feet in an adjacent canal, removing 125 cubic yards of material waterward of mean high water. The Application describes the work as including a vertical concrete seawall running 92 feet inside the boatslip, a cat walk from the boatslip to the canal, and a roof over the boatslip. A drawing attached to the Application depicts the proposed boatslip at the east end of the Petitioner's lot and with rounded corners to facilitate flushing. By Notice of Permit Denial executed October 24, 1994, Respondent advised that the permit was denied. The Notice states that water quality in the surrounding canal system is generally poor with low dissolved oxygen (DO) levels. The shoreline vegetation is primarily mangroves, which are tall but not robust. The proposed dredge area consists of a healthy littoral shelf with live oysters and shells. Based on the foregoing site description, the Notice denies the permit because of impacts to the conservation of fish and wildlife and marine productivity and a degradation of the current condition and relative value of the affected area. The Notice relates all of these factors to the loss of the mangroves and dredging of the adjacent canal bottom. The Notice adds that the project would have an adverse cumulative impact on water quality and public resources if similar projects were constructed. In the alternative, the Notice suggests that Petitioner eliminate the dredging into the uplands and canal and instead construct a boat shelter in the canal in an area of existing adequate water depth. By letter dated November 7, 1994, Petitioner challenged the denial. The letter states that Petitioner has maintained an environmentally productive shoreline consisting of mangroves, oysters, and rip rap, rather than concrete seawalls, as are found along the shoreline of most of his neighbors. The letter suggests that, if Petitioner followed Respondent's suggestion and built a slip in the canal, Petitioner would be permitted to do maintenance dredging in the artificial canal. The letter concludes that the maintenance dredging and shading of an over- the-water boathouse would have more impact on the environment than dredging uplands and a small access channel to the slip. Petitioner's residence is located in Aqualane Shores, which is an established residential subdivision located between Naples Bay on the east and the Gulf of Mexico on the west. Petitioner's lot is located about two-thirds of the distance down a long, relatively wide artificial canal known as Jamaica Channel. Jamaica Channel intersects Naples Bay to the east of Petitioner's property. Jamaica Channel is a Class III waterbody. Petitioner owns about 200 feet of shoreline at the corner of Jamaica Channel and a shorter, narrower canal. The entire area is heavily canalized and completely built-out with nearly exclusively single family residences. Most of the shoreline in the area is bulkheaded with concrete seawalls. Jamaica Channel was dredged in the early 1950s. Early riprap revetment crumbled into the water and in some areas became colonized by oysters, which supply food and filter impurities from water. Shoreline owners weary of repairing riprap installed vertical seawalls, thereby destroying the oyster beds and intertidal habitat. But much of the riprap adjacent to unbulkheaded shoreline eventually was stabilized by mangrove roots. The absence of concrete seawalls along Petitioner's shoreline has permitted a significant colony of oysters to populate the 25-foot littoral shelf running along Petitioner's shoreline. The oysters form a hemisphere, thickest at the middle of Petitioner's shoreline and narrowest at the east and west edges, narrowing to a width of as little as 6-10 feet. In recent years, Australian pines were removed from Petitioner's shoreline. As a result, mangrove seedlings have successfully occupied much of the shoreline. The proposed boatslip would be located at the east end of the shoreline where there is a natural gap in the mangroves. As a result, only three mangroves would have to be removed, and a relatively narrow band of oysters would be dredged and, as offered by Petitioner, relocated. The proposed dredging involves uplands and submerged bottom. As to the uplands, Petitioner intends to create a slope in the slip with the rear one to one and one-half feet shallower than the front, although this slope is not reflected on the Application. The purpose of the slope is to facilitate flushing. Petitioner evidently intends to dredge sufficient material to fill the rear of the slip with two feet of water at mean water and the front of the slip with three feet of water at mean water. The dredging in Jamaica Channel would involve an 18-20 foot wide path leading to the slip. Beyond the oysters, the bottom is fine sandy substrate with scattered rock. The relocation of oyster-covered rocks might be successful, if there are sufficient areas suitable for colonization that have not already been colonized. However, the dredged areas would not be recolonized due to their depths. Presently, the Application discloses level dredging down to an elevation of -5 NGVD. Petitioner's intent to slope the boatslip has been discussed above. Although Petitioner did not reveal a similar intent to slope the area dredged in Jamaica Channel, Petitioner's witness, Naples' Natural Resource Manager, testified that he would insist on similar sloping the entire length of the dredged area, so that the deepest area would be most waterward of the boatslip. If the dredged canal bottom were not sloped, Petitioner proposes removing about 4.25 feet of material about ten feet from shore, about 3.4 feet of material about 22 feet from shore, about 1.8 feet of material about 30 feet from shore, and about 0.5 feet of material about 40 feet from shore. Petitioner did reveal that the cross-section indicating a dredged depth of -5 feet applies only to the centerline of the dredge site, which would be tapered off to the east and west. The slope of the taper was not disclosed, but it is evident that the affected areas within 20 feet of the shoreline would be dredged at least two feet deeper and, in most areas, three feet deeper. The deepening of Jamaica Canal in the vicinity of the shoreline would not only eliminate existing oyster habitat, but would also eliminate habitat currently used by small fish. The deepening of Jamaica Channel in the vicinity of the shoreline would also impact water quality in the area. Water quality in Naples Bay and Jamaica Channel is poor and violates water quality standards for DO. Due to poor mixing of freshwater infusions and saltwater, DO levels deteriorate with depth. Where DO levels are probably adequate in the shallows around Petitioner's shoreline, the proposed dredging would likely result in depths at which violations could be expected to occur. Petitioner offers to install an aerator to introduce oxygen into the water. Ignoring the fact that the aerator was to operate only in the boatslip and not in the remainder of the dredged area, Petitioner did not show the effect on DO levels of this proposal. Even if the aerator had been shown to result in a net improvement in area DO levels, Petitioner also failed to show how the operation of the aerator would be guaranteed to extend indefinitely, or at least until the dredged areas were permitted to regain their pre-dredged depths. Petitioner argues that he could construct an over-the- water boathouse and maintenance dredge, and the resulting environmental impact would be greater. Several factors militate against this proposed alternative and thus preclude consideration of this alternative against the proposed project. Most significantly, the oysters have occupied the littoral shelf adjacent to Petitioner's shoreline for a period in excess of 20 years. There is considerable doubt as to whether Petitioner would be permitted to maintenance dredge under these and other circumstances. Respondent argues more persuasively the issue of cumulative impacts. There are about 350 residences in Aqualane Shores, of which only 150 have boatslips similar to that proposed by Petitioner. This raises the prospect of an additional 200 boatslips as a cumulative impact on water and biological resources.
Recommendation It is hereby RECOMMENDED that the Department of Environmental Protection enter a final order denying the application. ENTERED on May 26, 1995, in Tallahassee, Florida. ROBERT E. MEALE 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 on May 26, 1995. APPENDIX Rulings on Petitioner's Proposed Findings 1-2: adopted or adopted in substance. 3: rejected as irrelevant. 4-5 (first sentence): adopted or adopted in substance. 5 (remainder)-6: rejected as irrelevant. 7: rejected as recitation of evidence. 8: adopted or adopted in substance. 9: rejected as unsupported by the appropriate weight of the evidence. 10: rejected as unsupported by the appropriate weight of the evidence, irrelevant, and not findings of fact. 11-12 (first sentence): adopted or adopted in substance. 12 (remainder): rejected as recitation of evidence and as unsupported by the appropriate weight of the evidence. 13: rejected as unsupported by the appropriate weight of the evidence. Rulings on Respondent's Proposed Findings 1-20: adopted or adopted in substance. 21-25: rejected as unnecessary. 26-29: adopted or adopted in substance. 30: rejected as unnecessary. COPIES FURNISHED: Virginia B. Wetherell, Secretary Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 Kenneth Plante, General Counsel Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 Miles L. Scofield Qualified Representative Turrell & Associates, Inc. 3584 Exchange Ave., Suite B Naples, FL 33942 Christine C. Stretesky Assistant General Counsel Department of Environmental Protection 2600 Blair Stone Road Tallahassee, FL 32399-2400
