Findings Of Fact Patco proposes to build a dock offshore of a condominium it is now constructing on Anna Maria Key in Manatee County, Florida. At the proposed dock, condominium residents could moor 22 boats in Watson's Bayou, which opens onto Sarasota Pass (also known as Anna Maria Sound). A house owned by Mildred S. Mansfield, petitioner Peter's mother, sits on a waterfront lot on the north shore of Watson's Bayou. The main part of the proposed dock would parallel the edge of the bayou, running 248 feet in a north-south direction, 30 to 45 feet offshore. Some 47 marine pilings six inches in diameter would support the decking on the main part, which would be elevated four feet above mean sea level. At its mid- point, the main part of the dock would be joined to the land by a perpendicular- access walkway with the same open substructure and at the same height as the main part of the dock. Of the ten pilings planned as the foundation for the access walkway, six would be seaward of the mean high water line. Eleven catwalks or finger piers are planned to extend perpendicularly into the bayou from the main part of the dock, at intervals of 24 to 28 feet. Two six inch marine pilings would support each catwalk or finger pier at a height of slightly more than three feet above mean sea level. Between every pair of finger piers, two boat slips are planned; and slips are planned on either side of every finger pier. Between every pair of slips not separated by a finger pier, Patco proposes to place a mooring piling, equidistant from the two finger piers nearest it. These ten mooring pilings would stand seaward of the finger piers, but no more than 70 feet seaward of the mean high water line. Patco also plans to put in two pilings along each of two imaginary lines, running shoreward from either end of the main part of the dock, and perpendicular to the main part of the dock. The purpose of these pilings, which would be about eight feet apart, would be to discourage boat traffic between the main part of the dock and the shore. Two boulders would be placed in shallow water for the same purpose. A water system and electrical service are planned for the dock, but neither fuel nor lubricants are to be dispensed and no waste or sewage system is planned. Patco plans to operate the facility, including emptying containers it intends to provide for trash, until it sells the dock to an association of slip owners, who will take over its management. Patco will not allow people to live aboard boats moored at the dock and a condition of any sale to an association will be that the association not allow live-aboards. With occasional breaks, there is a fringe of black, white and red mangroves along the shore opposite the main part of the proposed dock. Louise Robertson testified without contradiction that mangroves bordering Patco's property have been trimmed and in some cases cut down. The access walkway is planned for one of the natural breaks in the mangrove fringe, however, a spot where there are no mangroves. Applicant's Exhibit No. 6. The waters of Watson's Bayou are Class III waters. Experience with a similar dock built by Patco near the proposed site some 15 months before the hearing indicates that the proposed dock would not violate DER's water quality standards. Shortly before the hearing, a biologist's superficial examination of waters in the vicinity of the dock that has been built revealed no water quality problems as a result of the dock. Increased boat traffic in the vicinity would result in additional oils and greases in the water but, after reasonable opportunity for mixture with the waters of Watson's Bayou, oils and greases would probably not exceed 15 milligrams per liter, or otherwise violate the criteria set forth in Rule 17-3.05(2)(r) Florida Administrative Code. Patco plans to engage a subcontractor to put the pilings in. The subcontractor would "jet" the pilings by using a pump mounted on a barge to force water down to the bottom through a hose. This process would result in sand being temporarily suspended in the water. Patco proposes to curtain off or "diaper" the area where pilings are to be jetted in, so as to contain the turbidity, and so as to keep silt out of an oyster bed nearby. The parties stipulated that the project would not violate turbidity standards, if such precautions are taken. The parties also stipulated that the proposed dock would not violate DER's dissolved oxygen or biochemical oxygen demand standards. The evidence established that DER has reasonable assurance that none of its water quality standards would be violated by the dock Patco proposes to build. At mean sea level, there is ample water at the site of the proposed slips to float any vessel capable of entering Watson's Bayou from the waters outside. The channel into Watson's Bayou from Sarasota Pass is only three feet deep at low tide. This shallow channel prevents boats drawing more than a few feet from entering the Bayou through the channel, but a 46 foot ketch once came in on a high tide. In the proposed slips, mean sea level depths would range from six or seven feet at the seaward end of the finger piers to three or four feet at the landward end of the slips. Mean low water depths are about seven/tenths of a foot lower. With a spring tide, the water may fall six inches below mean low water levels. There is virtually no danger that boats would run aground in the proposed slips. The bottom underneath the proposed dock is sandy and wholly devoid of grasses or other marine vegetation. Between the shore and the main part of the dock however, there is an oyster bed whose northern edge is approximately five or ten feet south of the site proposed for the access walkway. This oyster bed extends about 280 feet in a southerly direction, but does not extend as far west as the site proposed for the main part of the dock. Jetting in the proposed pilings would not result in the death of a single oyster. As long as boats stay on the seaward side of the main part of the proposed dock, the oysters would not be harmed by boat traffic. Other fauna at the site include some benthic polychaetes, tunicates and other arthropods. The jetting in of pilings would injure and displace any of these creatures who were in the immediate vicinity, but their mobility is comparable to that of fishes and they would soon reestablish themselves. Once in place, the pilings would afford a habitat for barnacles and related marine life. A public boat launching ramp is situated 150 to 200 feet from the southern end of the proposed dock. The ramp is far enough away from the proposed dock that construction of the dock would not interfere with launching boats. The water in this part of Watson's Bayou is deep enough that the proposed dock would not create a serious impediment to navigation. Under certain wind conditions, however, a sailboat beating into the main part of Watson's Bayou from the ramp might have to make an additional tack or two if the proposed dock is built. Conversely, with southerly winds, a boat under sail making for the ramp from the main part of Watson's Bayou might have to tack more often if Patco builds the dock it proposes. The dock Patco plans to build would not create a navigational hazard nor cause erosion of the shoreline. The parties stipulated that the dock would not substantially alter or impede the natural flow of navigable waters. The State of Florida owns the bottom into which Patco plans to jet pilings. Respondent DER contacted Florida's Department of Natural Resources about the proposed dock in October, 1978. By letter dated November 21, 1978, the Department of Natural Resources advised the DER that the project would "not require a lease . . . as this application is considered a private dock." DER's Exhibit No. 1. On the strength of biological and ecological surveys and repeated visits to the site by Linda Allen, an environmental specialist in DER's employ, the DER gave notice of its intent do issue the permit Patco seeks. The foregoing findings of fact should be read in conjunction with the statement required by Stuckey's of Eastman, Georgia v. Department of Transportation, 340 So.2d 119 (Fla. 1st DCA 1976), which is attached as an appendix to the recommended order.
Recommendation Upon consideration of the foregoing, it is RECOMMENDED: That DER grant Patco's application for permit on the following conditions: That no submerged or transitional vegetation be destroyed in constructing the dock. That the construction area be diapered so as to restrict siltation to the smallest practicable space and, in any event, so as to separate the work area from the oyster bed. That no dredging by any method be used to gain access to the dock. That the owner of the dock allow no docking except in slips seaward of the main part of the dock. That the owner of the dock maintain lines and floats between the ends of the main part of the dock and the landward pilings; and take other appropriate steps to discourage boat traffic between the main part of the dock and the shore. That the owner of the dock forbid living on board boats moored at the dock; forbid the discharge of sewage and garbage into the water; and furnish trash receptacles for the dock. DONE and ENTERED this 6th day of June, 1979, in Tallahassee, Florida. ROBERT T. BENTON, II Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675 APPENDIX Paragraphs one through eleven, thirteen through seventeen and nineteen through twenty-two of respondent Patco's proposed findings of fact, have been adopted, in substance. Paragraph twelve of respondent Patco's proposed findings of fact has been adopted insofar as the plan for pilings and boulders. The evidence did not establish that this, without more, would suffice to protect marine life on the bottom between the shore and the main part of the dock. Paragraph eighteen of respondent Patco's proposed findings of fact reflects the evidence in that it was shown that the proposed dock would not degrade water quality below minimum standards for Class III waters; but degradation of water quality as a result of oils and greases can be expected, within lawful limits. COPIES FURNISHED: Dewey A. Dye, Jr., Esquire Patricia A. Petruff, Esquire Post Office Box 9480 Bradenton, Florida 33506 Alfred W. Clark, Esquire Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32301 Mr. Peter W. Mansfield 1861 Meadow Court West Palm Beach, Florida 33406
The Issue The issue in this case is whether the Department of Environmental Regulation (DER) was provided reasonable assurance as required by Rule 17-4.070, F.A.C., that the granting of a permit pursuant to the requirements of Rule 17- 604, F.A.C., to Volusia County for the construction of a closed wastewater collection and transmission system would not result in discharges or emissions or cause pollution in contravention of DER standards or rules.
Findings Of Fact David Biddulph is a resident of Volusia County, Florida and a resident of the unincorporated area known as Bethune Beach. County of Volusia, a charter county, is the applicant for a proposed wastewater collection and transmission system pursuant to Section 403.0878, F.S. [1991] and Rule 17-604, F.A.C. The Department of Environmental Regulation is the state agency charged with the responsibility of reviewing permits under Chapter 403, F.S. and its applicable rules. Petitioner Biddulph stipulated that the wastewater collection and transmission system as designed met the technical and engineering design requirements of Rule 17-604, F.A.C. Bethune Beach is an unincorporated area located on the barrier island separating the Atlantic Ocean and the Indian River Lagoon. Volusia County contracted with the environmental engineering firm of Marshall McCully & Associates to determine the feasibility of designing and constructing a wastewater collection and transmission system for the Bethune Beach area. The St. Johns River Water Management District is directed by the Indian River Lagoon System and Basin Act, Chapter 90-262, Laws of Florida, to identify areas where existing septic tank systems are considered a threat to the water quality of the Indian River Lagoon System. The St. Johns River Water Management District began developing a general methodology to access areas which are potential sources of pollution in the Indian River Lagoon System. This general methodology was called "Problem Area Index" (PAI). The PAI was intended to be used as an initial screening device in conjunction with other relevant research data or field verification to identify the problem areas. Volusia County's Public Health Unit, a division of the State of Florida Health and Rehabilitative Services Department, (HRS) utilized the proposed PAI to evaluate the southeast area of Volusia County. The Volusia County Public Health Unit entered into a contractual agreement with the St. Johns River Water Management District to research and delineate those areas in the southeast part of Volusia County with the potential to cause pollution to the upper Indian River Lagoon surface waters. The foregoing report concluded that the Bethune Beach area was an area of special concern and recommended that development of sewage treatment facilities be provided to this area. Credible competent evidence shows that the existing soils in Bethune Beach have high shell content and a high water table which are not conducive to installation of septic tank systems for sewage disposal, although the houses there now have such septic tanks. The conceptual plan prepared by Marshall McCully & Associates which was presented to Volusia County concluded there was a need to construct a wastewater collection and transmission system, and this plan was adopted by the Volusia County Council after holding the requisite public hearings. Volusia County Ordinance 79-3 authorizes the Volusia County Council to establish special service districts to provide water services and any and all other essential facilities. The county may initiate service in any area in its discretion without receiving an initiating petition from residents. Volusia County also created a special assessment for the installation of the system. Volusia County contracted with Marshall McCully & Associates to obtain the necessary permits for the construction of the wastewater collection and transmission system. Marshall McCully & Associates on behalf of Volusia County applied for a permit from DER to construct a domestic wastewater collection transmission system. In implementing Rule 17-604, F.A.C., DER policy does not require domestic wastewater collection and transmission system permit applicants to demonstrate that septic tanks simply would not work in the area served by the collection system. If the DER permit is granted, the septic tanks now lawfully present on Bethune Beach would have to be removed. The Volusia County application to construct a domestic wastewater collection and transmission system indicates that the sewage treatment facility serving the project would be the City of New Smyrna Beach Utilities Commission Pollution Control Plant. DER has already permitted that plant pursuant to Rule 17-600 F.A.C. under permit D064-191532 with an expiration date of June 30, 1995. The design capacity permitted under the existing permit for New Smyrna Beach's plant is 4,000,000 gallons a day, and the current average daily flow over the past twelve months has been approximately 2 and 1/2 million gallons a day. The city plant is currently operating within the parameters of its DER permit. Additional flow to the city plant from the county's proposed wastewater collection and transmission system has been reasonably estimated at 250,000 gallons per day. The only evidence of other amounts is speculative and not probative. DER implementation policy is to issue permits for new collection and transmission systems only where construction of a new collection and transmission system would connect to a sewage treatment plant which already has a permit capable of accommodating the new collection and transmission system. DER policy also does not contemplate granting permits to build waste water collection and transmission systems in such a manner as to increase the amount of water running through currently permitted sewage treatment plants beyond the maximum capacity for which the existing sewage treatment plant itself is currently permitted. In the present instance, Volusia County's proposed collection and transmission system, if permitted pursuant to DER's expressed permit conditions or terms (intent to grant), requirements, would not increase the amount of water running through the city receptor plant beyond the 4,000,000 gallon capacity which has already been reviewed by DER, is currently permitted by DER, and is currently subject to enforcement by DER. Although the county's proposed collection and transmittal system would increase the city plant's actual output by 250,000 gallons, the city plant's total output would thereafter still be 1,250,000 gallons below the plant's current permitted capacity. DER implementation policy also is to issue permits for construction of collection and transmission systems only if the sewage treatment plant to which the system would connect is properly treating the waste as required by the plant's current DER operating permit. The New Smyrna Beach Utilities Commission Pollution Control Plant that would receive domestic wastewater from the collection and transmission system proposed by Volusia County's permit application pending in this case is currently properly treating the waste it receives. The city plant currently discharges its effluent into the Indian River Lagoon System as allowed by its DER permit. The city plant also currently has the permitted capacity to receive the level of reasonably anticipated waste which will be transmitted by the collection and transmission system proposed by the county. Under the terms of DER's proposed permit for Volusia County's closed collection and transmission system, the city plant would not be authorized to increase the amount of treated wastewater for which the city plant is currently permitted. In review of permit applications, DER interprets the Indian River Lagoon Act to prohibit any new permitted discharge, or permitted increased loadings. This is a reasonable interpretation and entitled to great weight both as an agency interpretation of a statute it administers and because the agency's statutory interpretation reasonably acknowledges efficacy of the original DER permitting review of the existing city sewage treatment plant, the requirement of DER review of the county's pending application for a collection and transmission system, and the permitting and enforcement oversight of both those governmental entities' operations by the same agency, DER. Although the New Smyrna Beach Utilities Pollution Control Plant is currently operating within the parameters of its DER permit, a Consent Order has previously been negotiated between the city and DER to accomplish upgrading of the pollution control plant to meet new federal regulations for such facilities. The Consent Order requires the New Smyrna Beach Utilities Commission to begin a program of wastewater reuse and provide for land application of the treated effluent by 1995. The pollution control plant is on schedule for the removal of the effluent. No effluent will be discharged into the Indian River Lagoon System, except under limited wet weather discharge permits, which have been applied for. The Indian River Lagoon Act makes provision for wet weather discharge exceptions as do DER's and the city's actions pursuant to the Consent Order. See, Section 2. (3)(c) of the Indian River Lagoon Act. One of the intents of the Consent Order is to ensure that the treatment plant is in compliance with the Indian River Lagoon Act by the date of July 1, 1995 specified within that Act at Section 2. (2). The city plant permit expires June 30, 1995. If the New Smyrna Beach Utilities Commission does not receive wet weather discharge permits for its plant, it has planned to implement alternatives, such as onsite storage, to meet the requirements and anticipated enforcement by DER of the Indian River Lagoon Act. The New Smyrna Beach Utilities Commission Pollution Control Plant has an extensive inspection and maintenance program, which includes a television system that internally inspects the pipes for evidence of seepage. The New Smyrna Beach Utilities Commission Pollution Control Plant is regularly inspected by, and provides monthly operational reports to, DER so that DER can enforce any environmental concerns under the existing plant permit. The plant's operation under its current permit is also subject to review when that permit becomes subject to renewal due to its expiration date of June 30, 1995. Opinion testimony to the effect that increased acidity of the effluent might permeate the county pipes or the city pipes was speculative and unpersuasive.
Recommendation Upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED That the Department of Environmental Regulation enter a final order dismissing the petition of Petitioner and granting the County of Volusia's application upon the terms and conditions set out in the agency's proposed permit (intent to grant). RECOMMENDED this 22nd day of January, 1993, at Tallahassee, Florida. ELLA JANE P. DAVIS 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 22nd day of January, 1993. APPENDIX TO RECOMMENDED ORDER 92-5033 DOAH CASE NO. 92-5033 The following constitute specific rulings, pursuant to S120.59 (2), F.S., upon the parties' respective proposed findings of fact (PFOF) Petitioner Biddulph's PFOF: 1-2,6 Accepted excepted for unnecessary, subordinate, or cumulative material. 3-5 Rejected as unreconciled, non-dispositive, and unpersuasive expert testimony, not supported by the greater weight of the credible, competent, record evidence as a whole. 7 Accepted, except the date July 1, 1995 has been correctly substituted. 8 Immaterial; DER permitting does not encompass whether an applicant builds a "cadillac or a volkswagon" system, as long as what is built meets DER regulatory standards. "Reasonable assurances" do not include "best financial investment." This proposal is also rejected as partial and unreconciled material, not supported by the greater weight of the credible, competent record evidence as a whole. 9 Not supported by the greater weight of the competent, credible, persuasive evidence. 10 Accepted that PIA is not completed or formalized. That it was not previously considered is not dispositive a de novo hearing. 11 Accepted but subordinate; not dispositive. This expert admittedly did not consider many other sources. 12, 13, 15 Rejected as irrelevant in part and immaterial in part. See treatment in recommended order of septic tank situation. 14 Rejected as stated as not supported by the greater weight of the competent credible, persuasive evidence. See treatment of target amounts, time frame for effluent reduction, and elimination of contaminants in recommended order. Applicant/Respondent Volusia County's PFOF: 1-11,13-29 Accepted except for unnecessary, subordinate, or cumulative material. 12 Accepted in substance but not as stated. 30-31 Accepted, but irrelevant, immaterial and non- dispositive of the disputed issues of material fact. Respondent DER's PFOF: 1-17,19-29 Accepted except for unnecessary, subordinate, or cumulative material. 18 Rejected as proposed because as proposed, it is a proposal of law, not fact; accepted under "conclusions of law" portion of RO. 30-31 Accepted, but irrelevant, immaterial, and non- dispositive of the disputed issues of material fact. COPIES FURNISHED: Harry A. Stewart, Esquire 5807 South Atlantic Avenue New Smyrna Beach, FL 32169 Douglas A. MacLaughlin, Esquire John Chaves, Esquire Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 Carol Browner, Secretary Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 Daniel H. Thompson, Esquire Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400
Findings Of Fact D.S.I. Forms, Inc. is a for-profit corporation with facilities in Palatka, Florida. It is the owner of a river- front house known as the "DSI Lodge," which is the location of the boat dock at issue here. The DSI Lodge has an existing boat dock similar to those of other waterfront homes in the area along this section of St. Johns River, which is a Class III Florida Water.1 The area is predominantly single family residential, but is not so restricted by zoning ordinance. The DSI Lodge is used as a weekend and holiday retreat by the owner of D.S.I. Forms, Inc., who resides in Atlanta, Georgia, and by his business and personal guests. Although the DSI Lodge has a business character, there is no charge to guests for using lodge or dock facilities. The proposed DSI dock extension would add a two-boat covered slip measuring 20 by 22 feet to the end of the existing dock. Since DSI only seeks mooring facilities for one additional boat,2 it has agreed with the Department of Natural Resources (DNR) to remove its inside boat slip. Although DNR was not a party to this proceeding, the Applicant's stated intent to remove a portion of the existing dock should be reflected in any permit issued by DER. The existing dock is approximately 700 square feet in surface area. With the application as now framed, the total surface area would exceed 1,100 square feet. However, with removal of the inside slip, the proposed dock area would apparently increase to less than 1,000 square feet, and thus may be exempt from DER permitting altogether.3 Petitioners presented a series of grievances concerning use of the DSI Lodge by inconsiderate guests. These complaints included discharging a rifle and fireworks, high speed operation of power boats adjacent to the river's edge (bulkhead) and congestion of boating activity resulting from numerous guests using the DSI facilities during holiday periods. The careless or congested boating activity may affect the quality of life for DSI Lodge neighbors and endanger wildlife such as manatee which sometimes inhabit these waters. However, it was not shown that the proposed dock extension would affect these environmental considerations since D.S.I. Forms, Inc. already owns and operates the boat which would be accommodated by the additional slip (see footnote 2 above). Further, the testimony of the DER field representative established that the presence of the extended dock, as well as its construction, would not degrade water quality.
Recommendation From the foregoing, it is RECOMMENDED that the Department of Environmental Regulation enter a final order issuing the proposed permit to D.S.I. Forms, Inc. with an added condition requiring removal of the existing inside boat-slip. DONE and ENTERED this 26th day of July, 1985 in Tallahassee, Florida. R. T. CARPENTER, Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 26th day of July, 1985.
The Issue The issue in Case No. 89-1706 is whether the Stearns violated provisions of Chapter 403, Florida Statutes, in the construction of a dock on the Indian River. The issue in Case No. 89-1707 is whether Mr. Stearns is entitled to a dredge and fill permit for the construction of the above-described dock.
Findings Of Fact The Stearns reside at Sunrise Landing Condominium in Cocoa, Florida. The condominium complex lies on the western shore of the Indian River in north Brevard County. At this location, the Indian River is classified as a Class III water and is conditionally approved by the Department of Natural Resources for shellfish harvesting. By Purchase Agreement dated February 18, 1987, the Stearns agreed to purchase a unit at Sunrise Landings Condominiums from the developer. By subsequent Purchase Agreement Modification, the parties agreed that the Stearns had "permission to build a private boat dock providing buyer obtains all proper permits from the Army Corps of engineers and all other proper authorities." By Warranty Deed dated April 16, 1987, the developer conveyed the unit to the Stearns. The deed, which conveys a 1/72nd interest in the common elements, does not convey any right to build a dock. The deed states that the conveyance is subject to the Declaration of Condominium of Sunrise Landing II. The declaration, which was recorded prior to the deed to the Stearns, defines as Common Element the land lying adjacent and upland to the dock that the Stearns constructed. The declaration states that each unit owner owns an undivided share of the Common Element. Article III, Section 7 states: The Owner of a Unit . . . shall be entitled to use the Common Elements in accordance with the purposes for which they are intended, but no such use shall hinder or encroach upon the lawful rights of Owners of other Units. There shall be a joint use of the Common Elements . . . and a joint mutual easement for that purpose is hereby created. In February, 1987, prior to closing on their unit, the Stearns arranged with an individual named Kurt Ramseyer to construct the dock. Mr. Ramseyer completed construction of the dock on or about July 3, 1987. On or about February 22, 1987, Mr. Stearns executed an application for permit for activities in the waters of the State of Florida. The application warned the applicant that he must obtain all applicable authorizations before commencing work. The application, as well as all others completed by Mr. Stearns, was the joint Department of the Army/Department of Environmental Regulation form, effective November 30, 1982. The application describes the project as a dock consisting of two boat slips measuring 24 feet by 10 feet, a 24 foot by 4 foot pier, and a 12 foot by 12 foot deck. The application identifies as the adjacent property owners the individuals owning condominium units on either side of the Stearns' unit. Mr. Stearns did not complete the affidavit of ownership or control, in which the applicant attests that he is the record owner or, if not, will have "the requisite interest . . .before undertaking the proposed work." The Department of the Army received the application on May 11, 1987. At this time, a copy of the application was forwarded to the Department of Environmental Regulation ("DER") without the required application fee. By letter dated May 18, 1987, DER notified Mr. Ramseyer that the application fee had not been received and, until received, the application had not been officially received. DER received the application fee on May 28, 1987. By letter dated June 25, 1987, DER informed Mr. Stearns, through his designated agent, Mr. Ramseyer, that the proposed project would require a permit under Chapter 403, Florida Statutes, and that his application was incomplete. Among other items requested were descriptions of water depths within a 300-foot radius of the proposed structure, shoreline structures within 100 feet of the proposed dock, and the boats intended to be moored at the facility. By letter dated July 10, 1987, Mr. Stearns provided DER with additional information. Submitting a new application, Mr. Stearns represented this time that the proposed use was private single dwelling, rather than private multi- dwelling, as previously indicated. He also stated that the adjoining landowners were Sunrise Landings Condominium. Again, he failed to complete the affidavit of ownership or control. A partial site plan of the condominium complex shows the dock as five feet north and 45 feet south of the next nearest docks at the complex. As he had on the February 22 application, Mr. Stearns certified as true that he knew that he had to obtain all required authorization prior to commencing construction, although construction had already been completed at this time. In fact, Mr. Stearns indicated on the application, as he did on the October 27 application described below, that construction was "proposed to commence" on June 22, 1987, and was "to be completed" on July 3, 1987. The application explains a four foot increase in the length of the dock as necessitated by "water depth." Elsewhere, the application states that the river had receded four inches since March, 1987. In justifying the construction of the dock in two sections, Mr. Stearns explained that the "shallow depth of the water . . . could result in possible environmental damage to the river bottom, if power boats were allowed to be moored in close proximatity [sic] to the area of the bulkhead line." Mr. Stearns described the boats that he proposed to moor at the dock. At maximum capacity, one boat has a draft of 10 inches, and the other has a draft of 14 inches. Attached to the application is a diagram showing maximum/minimum water depths. The depths are 13"/9" at the bulkhead, 19"/15" at 10', 21"/17" at 20', 23"/19" at 30 `, 25"/21" at 40', and 26"/22" at 50'. Mr. Stearns explained: In order to minimumize [sic] the possible environmental damage to the river bottom aquatic growth, it was necessary to place the power boat mooring section of the dock a minimum of 20 feet away from the bulkhead line. Another diagram shows water depths of 22" to 26" from 50 feet to 300 feet from the bulkhead to the north and south of the dock. 15. By letter dated June 17, 1987, which Mr. Stearns attached to the July 10 application, the Department of the Army issued him a general permit for the proposed project. The letter warns that "it appears that a permit from the Florida Department of Environmental Regulation may be required." The attached diagram shows a structure with a total length of 36 feet. By letter dated July 30, 1987, DER informed Mr. Stearns that, among other things, the affidavit of ownership or control was incomplete; discrepancies existed between the original application and the most recent application, such as with respect to the names of different adjoining landowners and different proposed uses from private multi-dwelling to private single dwelling; it was unclear whether all permits were received prior to dock construction; and it was unclear what portion of the deed entitled the applicant to place the dock in its proposed location. By letter dated October 27, 1987, Mr. Stearns provided DER with additional information and submitted a partial new application. He attested to the fact that he was the record owner of the property, although he failed to provide the required legal description. As to the question involving different adjoining property owners, Mr. Stearns indicated that he believed that because the dock was located more than 25 feet from the nearest living unit, the approval of other property owners was not required. He explained that the private single dwelling unit was a condominium unit in an eight-unit building. He advised that construction of the dock was completed on July 3, 1987. As to water depths, he showed a depth of 9 inches at the bulkhead and 26 inches at 500 feet. Additionally, he showed mean low water of 12 inches at 10 feet, 16 inches at 20 feet, 23 inches at 30 feet, and 26 inches at 40 feet. By letter dated December 8, 1987, DER informed Mr. Stearns that his application was deemed complete as of October 29, 1987. By Intent to Deny dated January 8, 1988, DER notified Mr. Stearns of its intent to deny his application for a permit. The notice states that the project is not exempt from permitting procedures. The notice acknowledges the presence of about 40 piers installed at the condominium complex without the appropriate permits. The notice states that water depths within visual distance of the shoreline are relatively shallow with scattered marine grass/algae clumps in the vicinity due to the shallow water. In this regard, the notice concludes: Installation of a pier in such shallow water, less than 24 inches deep, for permanent mooring of a small watercraft will probably cause localized disturbance of the benthic community by prop wash. This situation is already evident at several of the nonpermitted piers. Additionally, the Notice of Intent raised the issue of ownership or control. Citing an earlier final order, the notice states that "`the Department will not knowingly issue a permit for dredging and filling or other activities which would constitute a trespass on private property."' By Petition for Administrative Hearing filed January 19, 1988, Mr. Stearns requested an administrative hearing on the Intent to Deny his application for a permit. By letter dated January 27, 1988, assistant general counsel for DER confirmed a recent telephone conversation with Mr. Stearns and stated that, pursuant to that conversation I will hold your petition pending further action by the Department towards resolution of the situation. If it appears that an amicable resolution cannot be reached, I will forward the petition to the Division of Administrative Hearings for the assignment of a hearing officer. By Notice of Violation and Orders for Corrective Action dated December 19, 1988, DER notified Mr. and Mrs. Stearns and 101 other persons owning or having owned units at Sunrise Landing Condominiums that an investigation of the property on June 2, 1987, had disclosed that 43 docks had been installed and placed less than 65 feet apart with 75 boat slips. These docks had been constructed without permits. A meeting with unit owners on March 15, 1988, had not produced a resolution of the dispute. The Notice of Violation alleges that the docks extended up to 20 feet waterward of the bulkhead through water depths of 8-24 inches. The docks allegedly were constructed within an area conditionally approved by the Department of Natural Resources for shellfish harvesting, but without a Department variance. The docks allegedly resulted in damage to state waters and pollution through localized disturbance of the benthic community by associated boat traffic prop wash in shallow water. The adversely impacted submerged bottom allegedly is highly productive with scattered seagrasses providing valuable fishery resources for the Indian River. Lastly, DER alleges that it had incurred investigatory expenses of at least $1500. After reciting the statutes allegedly violated by the construction of the docks, the Notice of Violation demands, among other things, the removal of all of the docks. By Petition for Formal Proceeding filed January 12, 1989, Mr. and Mrs. Stearns requested a formal administrative hearing on the Notice of Violation. Pursuant to notice, DER held an informal conference with numerous owners of docks, including Mr. and Mrs. Stearns, on February 9, 1989. At the conclusion of the meeting, DER agreed to hold open the informal conference period for an additional 30 days to allow settlement negotiations to be concluded. By Amended Notice of Violation and Orders for Corrective Action dated March 23, 1989, DER issued another notice of violation against the ten remaining dock owners, including Mr. and Mrs. Stearns, who had not yet removed or agreed to remove their docks. The allegations are substantially identical to those of the original Notice of Violation. Because of the failure of settlement negotiations, DER transmitted both files involving the Stearns to the Division of Administrative Hearings on March 31, 1989. In several prior cases, DER had previously informed other unit owners seeking to build a dock off of the bulkhead adjoining the Common Element that no permit was required because the project was exempt under Section 403.813(2)(b), Florida Statutes. In March or April, 1987, DER changed its position on this point. The docks 45 feet north and 5 feet south of the Stearns' dock were constructed without a dredge and fill permit, apparently in reliance upon the same exemption to which the Stearns claim to be entitled in the subject cases. The operation of boats in the vicinity of the dock constructed by Mr. and Mrs. Stearns would stir up the submerged bottom and result in prop dredging of critical vegetation. In sum, the intended use of the dock would disrupt the benthic community. At times, the Stearns have been unable to reach their dock with their boats due to the shallowness of the water. The waters of the Indian River surrounding the Stearns' dock are Class III waters that the Department of Natural Resources has conditionally approved for shellfish harvesting. The Department of Natural Resources has not granted the Stearns a variance for the construction of the dock. The dock is less than 500 square feet of total coverage. The moorings from the dock five feet to the south of the subject dock remained in place following the removal of the remainder of the structure. At the time of the application, the Stearns dock, whose construction had begun no later than June 22, 1987, and been completed on July 3, 1987, was 45 feet south of the nearest dock to the north and 5 feet north of the nearest dock to the south. Both of these docks had been built under claims of exemption. The Stearns dock was maintained for the exclusive use of the Stearns and was not available to other unit owners. DER has failed to prove any investigatory expenses directly attributable to the Stearns, as opposed to the 103 unit owners in general. Moreover, given the pending applications, which disclosed most of the specifics of the subject dock, including inadequate water depths, no portion of the investigation could properly be attributed to the Stearns, especially when the sole witness for DER could not testify to any specific damage to submerged bottom and vegetation caused by boats using the Stearns' dock. Additionally, actual damage and the investigatory expenses attributable thereto are divisible and could have been attributed to a particular violator, but were not.
Recommendation Based on the foregoing, it is hereby RECOMMENDED that the Department of Environmental Regulation enter a Final Order denying the subject permit and ordering Mr. and Mrs. Stearns to remove their dock, upon such conditions as are necessary to avoid damage to the environment, but not imposing any administrative fine. ENTERED this 22nd day of February, 1990, in Tallahassee, Florida. ROBERT E. MEALE 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 22nd day of February, 1990. APPENDIX Treatment Accorded Proposed Findings of DER 1-11: adopted or adopted in substance. 12: adopted as to general shallowness and excessive shallowness with respect to the passage of boats. 13-15: adopted or adopted in substance. 16: rejected as irrelevant. 17-24: adopted. 25: rejected as recitation of testimony, unsupported by the greater weight of the evidence, and irrelevant. Treatment Accorded Proposed Findings of the Stearns 1-3: adopted or adopted in substance, except that last sentence of Paragraph 3 is rejected as subordinate. 4: adopted. 5: rejected as unsupported by the greater weight of the evidence. Placing a dock in water too shallow for safe boating may arguably constitute a navigational hazard. 6: adopted. 7: rejected as unsupported by the greater weight of the evidence. In the first place, the facts at the time of the application should control whether the project was, at the time of its actual construction, exempt from the permitting requirements. In addition, the evidence showed that the pilings of at least the closer dock remained in the water following the removal of the decking. 8: first two sentences adopted. Second sentence rejected as unsupported by the greater weight of the evidence. 9: [omitted.] 10: rejected as unsupported by the greater weight of the evidence. It is clear from the operative documents--namely, the warranty deed and declaration of condominium--that Mr. and Mrs. Stearns lack the legal right to use the Common Element in the manner that they have used it. A clause in an unrecorded contract, which probably does not survive closing, cannot diminish the rights of other Unit Owners in their undivided shares of the Common Element, which, in part, the Stearns have seized for their private use. 11: first paragraph adopted. Second paragraph rejected as irrelevant and unsupported by the greater weight of the evidence. COPIES FURNISHED: Dale H. Twachtmann Secretary Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 Daniel H. Thompson General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, FL 32399-2400 Steven A. Medina Assistant General Counsel Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 Frank J Griffith, Jr. Cianfronga, Telfer & Reda 815 South Washington Avenue Titusville, FL 32780
The Issue The issues in this proceeding involve whether the Respondent, St. Joe Paper Company ("St. Joe"), is entitled to a "dredge and fill permit" authorizing it to construct a marina for recreational boats, containing 84 boat slips, along the eastern shore of the St. Johns River in St. Johns County, Florida. Embodied within that general consideration are issues involving whether St. Joe, in the construction and operation of the marina, can comply with water-quality parameters embodied in Chapter 17- 3, Florida Administrative Code, for Class III waters of the State, Section 403.918(1), Florida Statutes, as well as the public interest standards of Section 403.918(2), Florida Statutes, and the standard concerning "cumulative impact" embodied in Section 403.919, Florida Statutes.
Findings Of Fact The applicant, St. Joe, seeks to construct and operate a recreational boat marina, consisting of a single, main pier, 12 feet wide and extending some 850 feet waterward in a westerly direction from the shoreline of the east bank of the St. Johns River in St. Johns County, Florida. The main pier will join a terminal pier extending approximately 575 feet in a general north/south direction parallel to the shoreline of the St. Johns River, perpendicular to and abutting the longer main pier. Extended in a landward or easterly direction from the terminal pier structure will be four (4) individual "finger piers" ranging from 119 to 305 feet in length. Located along the individual piers and along a portion of the main pier near the waterward end of it will be 84 slips for recreational-type boats. Additionally, a breakwater system will be suspended along the outer perimeter of the terminal pier and northernmost and southernmost individual piers in order to reduce wave action and its effect on boats in the interior of the marina. Additional details concerning the marina design and operation are contained in the findings of fact below. The Site The site of the proposed marina is on the eastern shore of the St. Johns River in St. Johns County, Florida. At that point, the St. Johns River is almost two miles wide, being approximately 10,000 feet from shoreline to shoreline. The proposed marina site encompasses approximately 1,100 linear feet of river bank frontage. All of the adjacent upland property is owned by St. Joe, and St. Joe owns extensive additional river frontage to the north and south of the marina site. The nearest properties not owned by St. Joe are located 3,500 feet to the north of the site and 1,500 feet to the south of the site. The site is located approximately two miles north of Hallowes Cove, a relatively pristine, diverse and productive marine habitat. The site is characterized, landward of the terminal end of the pier and waterward of the upland, by an unvegetated "near shore area or tidal zone" which extends approximately 50 feet from the mean high-water line of the river to the mean low-water line. Waterward of this zone and extending to a depth of approximately two feet is a system of grass beds, (vallisnerida), commonly known as "tape grass". The grass beds extend approximately 200 to 250 feet from the shoreline. Waterward of the grass beds is an unvegetated area with a gradual slope to a depth of approximately six feet. From the six-foot contour of the river bottom, a relatively precipitous slope begins, extending to depths which exceed 19 feet. In this zone, there are no grass beds. Further waterward and extending beyond the most waterward extent of the the marina site, the river bottom rises somewhat to depths of 13 feet, 12 feet and 11 feet, in the direction of the center of the river. The river bottom substrate in the area of the marina is composed primarily of sand. This includes some shell and other coarse materials, with minor amounts of silt. In fact, organic silt is a very small portion of the bottom sediments, consisting, at a depth of four and one-half feet, of less than 1% silt and at a depth of 15 feet of less than 6% silt content. The present water quality prevailing at the marina site is good, and the benthic habitat in the general area is healthy and diverse. The most landward boat slips proposed at the marina will be located at a distance of approximately 275 feet from the most waterward extent of the grass beds. These most landward slips will be located in depths of approximately eight feet. Access to the marina will be from the north and south in defined channels marked on the west by the end of the individual piers and on the east by channel markers located at the depth contour of minus six feet. That is, the six-foot depth will be the most shallow portion of the channel marked by the channel markers, so that boats will not be permitted to navigate the shallower portion landward of the channel markers insofar as the marina's enforcement program can insure that. The approximate width of the northern channel is 75 feet, and the width of the southern channel is 50 feet. Due to the precipitous drop in depth beyond the contour of minus six feet, the average depth of the channels is 10 to 12 feet. The majority of the boat slips, as well as the basin of the marina, will be located in depths of between 10 and 18 feet. The consultant and expert witness who designed the marina, Erik Olsen, established that the length of the main pier and the location of the most landward of the boat slips and the location of the channel markers are all part of a design and plan intended to insure that marina and boat activity within the marina occur well beyond the extant grass beds and waterward of depths of six feet, to insure that no damage to the grass bed habitat area is occasioned by propeller scouring, "prop-wash", or grounding of boats. Other design measures are also intended to preclude boaters from entering the shallow depths and grass bed areas. Two tiers of signs will be located between the marina basin and the most waterward extent of the grass beds. First, regulatory buoys and signs are proposed to be located at the contour of minus four feet and will establish a "manatee protection zone" landward of that contour. The evidence reveals, however, that a safer contour for the manatee protection zone boundary to be established by the applicant would dictate placing the regulatory warning signs concerning the manatee protection zone at the same contour, minus six feet of water, where the channel markers will be located. This is because the marina will serve boats of up to 4.5 feet in draught. Secondly, a tier of signs will be located approximately ten feet waterward of the most waterward extent of the grass beds warning boaters that aquatic grass beds exist landward of the signs and that prop dredging and boat operation is prohibited. Such warnings at the locations found above should be mandatory conditions to any grant of the permit. A specific, agreed-upon condition is already in the draft permit issued by the Department prescribing the size and lettering of these signs and other design details. A railing will extend, as proposed by the applicant, along the main pier between the slips and the shoreline to discourage boaters from mooring along the main pier, landward of the slips. The evidence establishes that in order to more adequately insure protection of the manatee habitat area and the grass beds, a mandatory condition in boat-slip rental leases should be inserted to absolutely prohibit boaters from mooring along the main pier, landward of the boat slips. Because of the currents and significant water depth prevailing at the marina site, the marina construction will require no dredging nor will operation and maintenance of the marina require any dredging on a continuing basis. Additionally, in the interest of protecting water quality, no fueling facilities or boat fueling will be permitted at the marina at all; and the grant of a permit should be mandatorily conditioned on this basis. Neither will any boat maintenance or repair be permitted at the marina, including no hauling of boats or scraping or painting of boat bottoms. This condition should be clearly pointed out to users of the marina by appropriate warning signs regarding the prohibition against boat maintenance and repair, including warnings concerning the proper methods of disposal of used oil and other petroleum products. The marina will feature pump-out facilities for boat heads and bilges. The pump-out facilities will consist of a central pumping system in which waste is removed from the boats, transported by pipeline to an upland, central waste water collection and treatment system. No holding tanks or other storage of wastes will be located at the piers. The pump-out facility will serve not only the boat heads but also boat bilges in order to prevent contaminants, such as oil and boat fuel from entering the State waters involved. The piers will feature trash collection containers of appropriate number, size and location on the piers so as to provide convenient trash disposal for each boat slip. The piers will also feature plastic modular dock boxes to preclude boaters from randomly storing materials and equipment on the piers. No fish cleaning will be permitted on the piers at all, but rather must be accomplished on the uplands, with disposal of related wastes in the upland collection system. A "no wake" zone will be established in an area extending 500 feet north and 500 feet south of the marina. The "no wake" zone will be marked pursuant to requirements of the Florida Marine Patrol. The marked "no wake" zone should also extend waterward of the farthest waterward extent of the marina, as well as 500 feet north and south of it. Only private, recreational boats will be moored at the marina. All commercial boats will be prohibited. The marina will serve a Yacht Club to be developed by St. Joe in conjunction with the marina. Only members of the Yacht Club and their guests will be permitted to use the marina. This will assist with enforcement of the various conditions on marina operation and maintenance by the owners as to the boat-slip lessees and their guests. This and all other conditions should be enforced by mandatory restrictions in the boat-slip leases. Likewise, the applicant has agreed to permit no "liveaboard" boats at the marina in order to avoid the possibility of sewage or other contaminants entering the State waters from liveaboard boats. The upland facilities will include restrooms, and signs should be appropriately placed on the piers to advise boaters and boat owners and operators of the availability of restroom facilities. The marina will not feature fueling facilities; however, St. Joe will maintain pollution containment supplies and equipment at the marina sufficient to contain any potential fuel or other petroleum spills from catastrophic events, such as the rupture of a boat fuel tank. Expert witnesses for St. Joe established that a "management and operational plan" designed to enforce the provisions enumerated above will be enacted by the applicant. The management and operational plan includes three mechanisms of enforcement: Warning signs. Boat-slip lease agreements which must incorporate all restrictions found to be necessary herein. These will contain an enforcement provision providing for mandatory eviction from use and lease of the marina facilities for any breach of those conditions by lessees or their guests. Management personnel will be employed on the marina property to enforce all restrictions and conditions designed to insure environmentally-safe operation and maintenance of the marina, and such personnel should be employed during all operating hours of the marina, not just during daylight hours, as proposed by the applicant. Signs will be posted at conspicuous locations at the marina and at the upland facilities of the Yacht Club informing boaters of the marina rules and prohibitions. The signage will be visible to Yacht Club members and their guests using the marina, and members' guests will be required, upon mooring at the marina, to register and to review the rules and prohibitions. Boat-slip lease agreements at the marina will incorporate these marina rules and prohibitions. Under the lease agreements, a violation of the marina rules or prohibitions by a member or guest will be considered a breach of the lease and will result in revocation of the lease and removal of the member's boat from the marina. A dock master will be employed at the marina to supervise the operation and maintenance of the marina and will be assisted by dock hands and other personnel in order to see that the conditions and restrictions referenced herein are enforced. The applicant has proposed such personnel being employed during daylight hours. However, in order to insure that the standards for operation and maintenance of the marina and boats using it will be enforced so as to avoid water-quality violations and violations of the public interest parameters delineated below, the permit grant should be conditioned upon such personnel being employed during all operating hours of the marina, whether daylight hours or not. If this is accomplished, the enforcement mechanisms outlined in the management and operational plan will reasonably insure enforcement of the marina's rules, prohibitions and conditions on any grant of the permit and likewise reasonably insure that water-quality and public interest standards are not violated. Upland Facilities The upland and Yacht Club facilities to be developed in conjunction with the marina will be located on approximately seven acres adjacent to the marina site. The Yacht Club and related facilities will include a clubhouse, parking, and a storm water treatment system which will serve the upland facilities. St. Joe has obtained a conceptual permit for the management and storage of surface waters for the proposed upland improvements, including the Yacht Club. It will also seek a permit for the storm water treatment system, itself. St. Joe, through its consultants, has investigated and opined that the installation of the proposed upland facilities are feasible and can comply with applicable regulatory criteria and is pursuing the necessary permits and approvals from local governments and state agencies. It will insure that all such is accomplished prior to initiation of construction of the Yacht Club facilities. The precise configuration and design of all upland facilities will be dictated by applicable local ordinances and the requirements of State regulatory agencies. Marina Impacts The applicant/Respondent and the Petitioners are in essential agreement, through the testimony of their witnesses, regarding the general potential impacts which may be posed by marinas in a general sense, when located in proximity to environmentally-sensitive areas. Concerning anticipated impacts of this marina at the subject site, however, St. Joe presented the testimony of three expert witnesses, as well as a hydrographic study. It was thus established that violations of the pertinent water-quality statute and rules and the public interest standards contained in the statute referenced herein will not be violated. The Petitioners, although presenting both lay and expert testimony regarding the water quality and habitat type and quality in the general area of the site and the general impacts that can be caused by marinas in such areas, presented no expert testimony or studies regarding the anticipated impacts of this particular marina, as designed and configured by the applicant, on the subject site and aquatic habitat. Water Quality Considerations Marinas are potential sources of pollutants which may adversely impact water quality. Different sources at a marina may generate different pollutants; and in this case, testimony addressed these potential pollutant impacts. The totality of the expert testimony taken at hearing establishes that the marina will not likely cause a violation of applicable water-quality standards. One witness for the Petitioners, Bill Watkins, was accepted as an expert in water quality. In describing potential impacts of the marina, however, he only opined that there "could be some effect on water quality"; however, he did not specifically establish adverse effects on water quality which could be anticipated or reasonably expected regarding violations of applicable standards. Mr. Watkins acknowledged: "As to whether or not that degree of pollution, and that's what we're talking about, degree of impact, would be something that would be, have a significant degradation effect, I could not answer without further site specific studies." Mr. Watkins further described the type of site specific information which would be required for him to make a proper assessment of water-quality impacts, including hydrographics and the nature of the sediments existing at the site. Other witnesses for the Petitioners similarly declined to opine regarding violations of the water-quality standards because site specific information was not available to them. Dr. DeMort, for example, explicitly declined to offer an opinion regarding water-quality violations. The opinions and testimony of the expert witnesses on water quality presented on behalf of St. Joe, as well as by the Department, are accepted in establishing that no water-quality violations by the construction and operation of the marina are anticipated. The reasonable assurance that water-quality violations will not occur through the construction and operation of the marina is illustrated by the unrefuted evidence concerning the hydrographics by which the site is characterized. A knowledge of site hydrographics is necessary to accurately determine potential water-quality impacts. A hydrographic study was prepared by St. Joe through the auspices of its consultant, Olsen Associates Incorporated. The experts who prepared that study testified on behalf of St. Joe at hearing, and a Department witness who reviewed the study testified by deposition. None of the Petitioners' expert witnesses addressed the subject of site hydrographics other than to note that they were an important consideration. Mr. Buckingham was accepted as an expert witness in the area of marine engineering with emphasis on hydrographics. He testified regarding the hydrographic study prepared and submitted by St. Joe. The study involved the collection of data at the site, including the gauging of water surface elevations over a two-day period in December of 1988; the comparison of those elevations to predicted elevations based upon historical data; a measurement of current velocities at the site; a dye study to assess the flow regime at the site; and the gathering of depth soundings and sediment samples to confirm the bathymetry and nature of bottom sediments at the site. The hydrographic study also involved the analysis of the data collected at the site. Hydrographics at the site are composed of two components, the transport of a pollutant by advective currents and the dispersion or diffusion of a pollutant within the water column. The physical transport by advective currents dominates the hydrographic circumstance prevailing at the marina site. A pollutant introduced at the site is more likely to be physically transported away from the site, in addition to being merely dispersed through the water column at the site. This is because of the relatively high current velocities prevailing. Both the transport and dispersion components were analyzed in the study to determine the time and distance necessary to reduce an initial concentration of a hypothetical pollutant to 10% of its initial concentration. A pollutant introduced at the site would be reduced to 10% of its initial concentration in less than seven minutes and within 400 feet of the site on the ebb tide and within 300 feet of the site on the flood tide. Moreover, the "plume" of this hypothetical pollutant would occur in a longshore direction parallel to the shore, as opposed to a direction toward the shore and would be of comparatively narrow width (approximately 30 feet). The hydrographics of this site are such that a complete water exchange will occur in 20 to 30 minutes at any point during the tidal cycle. The evidence thus demonstrated that the site is extremely well flushed by tidal currents. In his deposition, Ken Echternacht, of the Department, testified that data in the hydrographic study was realistic in his experience and that he had no questions or concerns regarding the data and methodology used to confirm that data. In addition to Mr. Buckingham's testimony and the study, itself, the testimony of Dr. Echternacht established that flushing is of no concern and is thoroughly adequate at the site. Dr. Echternacht is the Department's hydrographic engineer, whose function is to review all dredge and fill permit applications which may have impacts upon the hydraulics of surface water systems. He has reviewed approximately 1,500 dredge and fill permit applications. His testimony and that of Mr. Buckingham is accepted, as is that of other Department expert witnesses in establishing the excellent flushing characteristics of the site and that the construction and operation of the marina will not adversely affect the present hydrographic situation at the site, as that relates to establishing that no water quality violations will occur. All marinas are potential sources of pollutants. The first to be addressed involves the installation of the pilings themselves during the construction of the marina. This is a potential source of turbidity. Turbidity involves the suspension of bottom sediments and substrate material in the water column, which can pose, among other problems, the retardation of light penetration through the water column which can have an adverse impact on photosynthesis in marine grass beds. In extreme cases, it can cause the destruction of grass beds through killing of the grass by lack of adequate light penetration, as well as the smothering effect of sediments being deposited upon grasses. The method to be used by St. Joe in installing the pilings will be by "jetting" them into the bottom of the river initially and then driving the pilings into the river bottom to the required depth to support the piers. Witnesses for St. Joe and the Department established that this method will constitute an adequate safeguard to be employed during construction to minimize any turbidity. Any temporary or local turbidity caused by the installation of the pilings will be transitory and will pose no significant water-quality violation; however, turbidity curtains will, be employed, if necessary, by the applicant to control any such turbidity during construction. Another potential source of turbidity at a marina involves the dredging, washing or disturbance of the river bottom caused by boat propellers or boat keels. The evidence demonstrated that the risk of such "prop dredging" or wash at this marina will be negligible due to the design features and conditions at the site, including the channels and channel markers, and particularly by the depth of waters prevailing at the site. The marina basin and boat slips are located in water of sufficient depth to prevent prop dredging or wash. The =average depth of the entrance channels is between 10 and 12 feet. Maneuvering within the marina basin will occur in depths of 10 feet or greater. Although the most landward boat slips are located in depths of approximately eight feet, the average depth within most slips is approximately 10 to 12 feet. These depths are based upon the bathymetric survey of the site and confirmed by random soundings performed during the course of the hydrographic study in evidence. Further, these depths are "mean low water" depths. Mean low water reflects the "lowest expected level" within a 29-day tidal epic. The "mean lower low" level is the lowest expected level over the course of a year. That level prevailing at the site, according to the study, is 0.1 feet lower than mean low water. The maximum draught of boats expected to be moored at the marina is 4.5 feet. Thus, the depths in the marina will allow ample clearance between propellers and keels and the river bottom. The required clearance between boat bottoms and propellers and the river bottom can further be assured by proper placement of boats in the boat slips in the leasing process and in the assignment of boat slips to casual, temporary users of the marina. In other words, the larger boats will be assigned to the deeper, more waterward slips. Other measures include warning signs, which should be placed along the six-foot depth contour, along the landward edge of the entrance channels and beyond the waterward extent of the grass beds. This will insure that boaters do not stray into shallow-water, aquatic habitat areas. A second factor in determining the potential for prop dredging at the marina is the nature of the sediments themselves. Four witnesses, including those testifying for the Department and for the Petitioners, established that the sediments at the site are primarily sand-based, with minimal organic silt content. The sandy nature of the sediments minimizes the potential for turbidity caused by prop dredging or prop washing (hydraulic currents created by propeller operation) because sand, by its density, mass and weight, tends to settle out to the bottom much quicker if it is suspended in the water column. Even if prop dredging did occur at the marina, generating turbidity, the high flushing characteristic of the site would quickly transport and disperse any such turbidity and render it undetectable and likely prevent its deposition on the grass beds. A potential source of pollutants at a marina is boat fuel. Expert witnesses for the Department and the applicant established that the design and operational features of the marina, primarily the absence of any fueling facilities, will minimize or eliminate the potential for pollutants generated by fueling operations. Another potential source of pollutants at a marina is waste from boat heads and bilges generated by flushing boat heads or pumping out of bilges with bilge pumps. Expert witnesses for St. Joe, as well as the Department, established that the design and operational features with which this marina will be characterized will minimize or eliminate the potential for such pollutants to be generated because liveaboard boats will be prohibited, and the pumping out of heads and bilges will also be prohibited because of the conditions agreed to by the applicant for a grant of this permit. Another potential source of pollutants at a marina is the use of anti-fouling paint used on the bottoms of boats and the periodic scraping and repainting of boats. Expert witnesses for the Department and the applicant established that the operational features and design of this marina will minimize the potential for pollutants from this source because boat painting, sanding, and scraping and other operations attendant to boat painting will be absolutely prohibited at the marina. Finally, another potential source of pollutants would be trash and garbage materials. The potential for pollution from this source will be minimized by the use of trash containers and dock boxes located at frequent intervals around the piers and boat slips, as well as the instructional signs to be placed on the piers and slips by the applicant and the publication of marina rules in order to inform boat operators and guests of the necessity to dispose of trash in the proper containers. It has thus been established that the design and operational characteristics of the marina and conditions to be imposed thereon will minimize or eliminate the potential for pollutants to be generated and placed in the surface waters at the site. The marina will not occasion violations of applicable water-quality standards. Any pollutants which might be deposited in the surface waters at the site will be quickly transported and dispersed so as to be undetectable at the marina or in the vicinity of the marina because of the critical role played by the hydrographics prevailing at the site. Public Interest Impacts Much of the testimony at hearing regarding impacts upon the various public interest standards, including wildlife and habitats, focused upon the grass beds, and the benthic communities prevailing in deeper water at the site, as well as the fact that the site is used by manatees. Dr. Quinton White was accepted as an expert in biology and biological impacts of marina construction and operation. He testified on behalf of the applicant. His testimony and that of other expert witnesses offered by St. Joe and the Department established that there would be no adverse impact on benthic communities and organisms, including manatees, caused by the construction and operation of the marina. The Petitioners called expert witnesses on the issue of impacts on wildlife. Mike Allen, a Florida Game and Fresh Water Fish Commission staff member, testified that he was not really qualified as an expert in fisheries or benthic communities but, rather, in terms of terrestrial species which are not involved in this proceeding. Lawson Snyder, another Florida Game and Fresh Water Fish Commission staff member, was accepted as an expert in fisheries biology on behalf of Petitioner but testified that the marina's impacts upon fish and wildlife would not be detectable. Jim Valade, a Florida Department of Natural Resources staff member, was also accepted as an expert in marine biology, including fish and manatees, but testified that the permit applicant has taken steps to protect manatees in virtually all aspects and that his department's concerns regarding the safety of manatees have been adequately addressed by the design and proposed operation of the marina. Bill Watkins, a St. Johns River Water Management District staff member, was accepted as an expert in biology, but testified that the design of the marina provides the grass beds "a fair degree of protection" and declined to opine that the marina would have any adverse impacts upon wildlife or fish. Finally, Dr. Carol DeMort, in her deposition, specifically declined to render any opinion regarding adverse impacts upon wildlife or fish. Thus, the evidence adduced by the Petitioners at hearing did not rebut the evidence introduced by the applicant that the marina will have no detectable impacts upon wildlife or habitats involved in the vicinity of the site St. Joe introduced evidence concerning impacts from shading upon grass beds by the marina structures themselves and from turbidity "washed" onto, the grass beds by motorized boats maneuvering in the marina basin. Expert testimony was adduced that established that shading caused by the widest pier, that is, the main pier with a width of 12 feet, would have no adverse impact on the grass beds due to shading. That testimony was unrebutted and is accepted. Two expert witnesses for St. Joe, a marine engineer and a biologist, as well as a Department witness, established that, even assuming that turbidity was generated by propeller action in the marina basin, the turbidity resulting from prop wash would not be transported 275 feet from the marina basin offshore to the :grass beds at the inshore area. They attributed those opinions to the nature of the sediments involved which are not readily suspended, the flushing at the site, the distance between the basin and the grass beds, and the typical extent of prop wash from boats expected to be used at the marina. The Petitioners presented two witnesses, who testified regarding the impacts of prop wash. Mr. Allen, an expert in upland terrestrial species, testified regarding the potential for deposition of sediments on grass beds but also acknowledged that the hydrographics at the site, the distance between the marina basin and the grass beds and other protective measures would minimize this potential. One lay witness for the Petitioners testified to the effect that if a "handful" of boat owners in the marina violated the "no wake" restrictions and accelerated their boats in violation of those restrictions, they would cause turbidity to be placed upon the grass beds. His testimony was contradicted, however, by a marine engineer, who testified that prop wash is a function of many parameters (e.g., the RPM of the engine, the horsepower of the engine, the draught of the boat, and configuration of the propellers, etc.). He established that it would not be reasonable to expect prop wash extending twice the length of a boat. Regarding impacts upon benthic communities at the site, the applicant introduced expert testimony which established that the benthic communities in that vicinity of the marina, including the grass beds, fin fish, shellfish, and other organisms, will not be adversely impacted by the construction and operation of the marina in light of the safeguards which would be imposed upon the permit, as delineated herein. This is primarily due to the absence of significant concentrations of pollutants to be expected and the hydrographics prevailing at the site as that relates to the unlikelihood of boat grounding, prop dredging, and prop wash suspending pollutants and turbidity and depositing them on benthic community habitat areas. Only one of Petitioners' witnesses, Dr. DeMort, testified in her deposition concerning potential impacts upon benthic communities. Dr. DeMort made it clear, however, that she had conducted no investigations and studies necessary to enable her to render an expert opinion on the impacts upon the benthic communities prevailing at the site which might be caused by the marina's construction and operation. Her testimony in this regard only related to marina installation and operation in general and was not related to the specific design characteristics and proposed operational parameters of the subject marina. Manatees are an endangered species. There is much concern about their welfare with regard to the proposed project because all parties acknowledge that the site and the shoreward grass bed areas, particularly, are frequented by manatees, particularly for summer foraging. Manatees tend to forage in shallow waters and associated grass beds. Boats pose definite hazards to manatees and cause significant manatee deaths each year due to impact from boats, as much as 15% to 30% of the known population. In response to this hazard, the U.S. Marine Mammal Commission has recommended that grass beds be protected and that establishment of protective or "no wake" zones in manatee foraging areas be accomplished. In light of such restrictions voluntarily agreed to by St. Joe and its expert testimony in this regard and in light of the manatee education and awareness measures proposed by the applicant, it has been demonstrated that the marina will not have any negative impact on the manatee population in the area. The Petitioners' only expert witness concerning manatees, Jim Valade, indeed, opined that the marina had taken steps to protect manatees "in virtually all aspects". In this connection, the design features in the management and operational plan discussed herein and proposed by the applicant embodies measures to address potential impacts upon manatees which frequent the marina site. These include manatee awareness signs to be posted at the marina; and an additional specific condition has been agreed upon by the Department and the applicant which specifies the size, lettering and other details of the warning signs, and the location of them within the marina, all of which will be included in a plan to be submitted to, reviewed, and approved by the Florida Department of Natural Resources. Additionally, a permanent educational display will be located at the Yacht Club informing boaters who frequent the facility of the presence of manatees in the area and the need to minimize the impact of boats upon manatees. During construction, if a manatee is sited within 100 yards of the marina site, construction activities will cease and not resume until manatees have left the area. A handbook will be prepared concerning manatees and the effect on them of boat operation, which will be distributed to employees of the facility and to Yacht Club members and guests. This requirement and the review of it by Yacht Club members and guests will be an integral requirement in the terms of the slip leases. Additionally, no docking facilities, pilings or cleats will be located along the portions of the piers not containing boat slips in order to discourage boaters from attempting to moor at those locations, which will reduce the number of boats frequenting the marina, as that relates to manatee safety. This portion of the St. Johns River functions as a highly productive juvenile fish nursery and sports fishing area. Therefore, an examination of the marina's potential impacts upon marine productivity, fishing and recreation in the area is an important consideration in this proceeding. The discussion of this potential impact involves the same issues discussed in connection with impacts upon water quality and wildlife habitat; namely, the generation of pollutants and the impacts upon the grass beds and benthic communities directly by boat operation itself. Unrefuted testimony adduced by the applicant and the Department has established that impacts upon the fish population and upon marine productivity, fishing and recreational values will not be adverse. No deliterious effect is likely to be occasioned the fisheries and fish habitat and the habitat of other aquatic organisms in terms of juveniles or adults or to the sport fishing values of the area in which the marina will be located. Indeed, the marina structures and the shade and concealment offered by moored boats will provide additional habitat for juvenile fish, as well as provide an additional source of food because of the "fouling communities" of life forms which will be expected to grow on the pilings. These will serve as food for juvenile fish and some species of adult fish which, in turn, will enhance the food supply of predatory fish operating at an upper level in the food web. The boats and structures themselves also will operate as a source of protection for certain fish populations from predators. The Petitioners produced a fisheries biologist as an expert witness, who testified in this regard; but he acknowledged that he did not know whether noticeable impacts on conservation of fish, marine productivity and recreational values will be caused by the installation and operation of the marina. He testified in a general sense that he feared some negative impacts might result but did not feel that any such impacts would be detectable based upon testimony he heard and deferred to, including testimony that the littoral zone would not be impacted by the marina to any significant degree. He ultimately opined that the marina would likely have little impact on sports fishing. The other witness produced by the Petitioners concerning impacts upon fishing and recreational values was unable to render any expert opinion, by her own admission, because she had conducted no studies or otherwise been provided information regarding the design and proposed operation of the marina. Consequently, the testimony adduced by the applicant as to these parameters is accepted; and it has been established that the marina will not adversely impact fisheries, fish conservation, aquatic habitat, sport fishing, recreational values and marine productivity in the area involved at the project site. Regarding potential impacts upon the public health, safety and welfare and property of others, the applicant and the Department adduced expert testimony that no adverse impact regarding these interests will occur. The testimony of Petitioners' experts similarly establishes that the marina would not pose safety hazards or would otherwise give rise to any noticeable impacts upon the public health, safety, welfare and property of others. Regarding potential impacts upon navigation or the flow of water, St. Joe and the Department introduced expert testimony to establish that the marina would not adversely impact navigation or the flow of water, and it is so found. The Petitioners' introduced no evidence regarding this subject. Regarding potential impacts upon significant historical and archaeological resources, the applicant and the Department introduced evidence that no adverse impact as regards these resource parameters will occur. Although one of the Petitioners, in her testimony, speculated that the marina could "detract" from the William Bartram scenic highway, she was unable to specify how the marina would impact the highway or to what extent the highway was a significant, historical or archaeological resource. It is found that no such adverse impact on the William Bartram scenic highway will occur. Cumulative Impact Regarding cumulative impacts, the applicant and the Department introduced evidence that the marina would not give rise to impacts which, cumulative with the impacts of other marina facilities, would be significant. The evidence establishes that there are six marinas within four miles of this marina site; two upriver, and four downriver. Due to the hydrographic circumstances in the area and the distance of the other marinas from this site, it has been demonstrated that the addition of this marina to the area will not result in any adverse cumulative impacts. Mr. Mike Allen, the expert in upland terrestrial species (not involved in this proceeding), referenced in his testimony the cumulative impacts he feared on sports and commercial fishing. Mr. Allen made it clear, however, that his reference was not to cumulative impacts caused by the marina and existing marinas but, rather, to impacts which could be brought about by many such future facilities located in this particular area. The evidence does not reflect, however, that any other marinas are conceptually contemplated or are the subject of other permit applications for this area for the future. It is thus found that no significant adverse cumulative impacts will be occasioned by the installation and operation of the subject facility.
Recommendation Having considered the foregoing Findings of Fact, Conclusions of Law, the evidence of record, the candor and demeanor of the witnesses, and the pleadings and arguments of the parties, it is therefore, RECOMMENDED that the application of St. Joe Paper Company for the dredge and fill permit at issue be granted, provided that the terms and conditions enumerated in the Department's Intent to Issue, in evidence as St. Joe Exhibit 9, and accepted by the applicant, as well as those conditions found in this Recommended Order to be necessary and supported by the evidence, are incorporated in the permit as mandatory conditions. DONE AND ENTERED this 26 day of October, 1990, in Tallahassee, Leon County, Florida. P. MICHAEL RUFF 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 29 day of October, 1990. APPENDIX TO RECOMMENDED ORDER IN CASE NO. 89-5053 Applicant's/Respondent's Proposed Findings of Fact 1-53. Accepted, but are subordinate to the Hearing Officer's Findings of Fact on the same subject matter, particularly in those several instances where conditions on the grant of the permit have been recommended to be modified somewhat by the Hearing Officer in light of the totality of the preponderant evidence presented. Rejected, as unnecessary. Accepted. Respondent DER's Proposed Findings of Fact The Department submitted no proposed findings of fact but, rather, adopted those submitted by the applicant/Respondent. Petitioners' Proposed Findings of Fact Petitioners, Hoffert, presented no proposed findings of fact but, rather, a letter in the nature of final argument which has been referenced and discussed in the above Preliminary Statement to this Recommended Order. Petitioners, Cornwell, submitted a post-hearing pleading; but it contained no specific, separately-stated proposed findings of fact, which can be separated from their mere recitation and discussion of testimony in evidence and arguments such that coherent, specific rulings could be made. Petitioners, Cornwell's post-hearing pleading did not conform to the instructions given to them by the Hearing Officer at the conclusion of the hearing concerning the appropriate manner for submission of proposed findings of fact, and they were submitted late. They have been considered in the rendition of this Recommended Order, however, in spite of the fact that they were filed in a tardy fashion. COPIES FURNISHED: Dale H. Twachtmann, Secretary Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 Daniel H. Thompson, Esq. General Counsel Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 T. R. Hainline, Jr., Esq. ROGERS, TOWERS, ET AL. 1300 Gulf Life Drive Jacksonville, FL 32207 William H. Congdon, Esq. and Joanne Barone, Esq. Department of Environmental Regulation Twin Towers Office Building Room 654 2600 Blair Stone Road Tallahassee, FL 32399-2400 Barbara Davis Winn 3448 State Road 13 Jacksonville, FL 32259 Mary and Irv Cornwell 2652 State Road 13 Switzerland, FL 32259
The Issue Should the Respondent, STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION, grant the applicant, JEMAAM, INC., a dredge and fill permit pursuant to the Notice of Intent dated March 2, 1988, in File No. 361414445?
Findings Of Fact The Respondent, JEMAAM, INC., is the owner and the developer of real property contiguous to state waters in Lee County, Florida. The condominium project on the property is known as Island's End Condominiums. As part of Phase III of the condominium project, Respondent JEMAAM built a dock. This dock is the subject of this administrative hearing because the Respondent JEMAAM wants to reconfigure and relocate portions of the dock structure. Respondent JEMAAM filed an application for a dredge and fill permit with the Respondent DER in order to modify the exiting dock. The Respondent JEMAAM seeks to modify the dock by relocating a 3.92' x 61' section of the existing dock to a more waterward location. This area of the dock is the southerly extension, which fronts the Petitioners' condominium unit. The application process was begun on November 3, 1987, and completed on February 26, 1988. A Notice of Intent to Issue a dredge and fill permit for the proposed project was issued on March 2, 1988, by the Respondent DER. The dock is subject to the Respondent DER's permitting requirements because the construction activity is to take place in state waters and the dock structure exceeds 1,000 square feet in size. In addition, the Respondent JEMAAM has agreed not to undertake further dredge or fill work or any other construction in wetland areas under the Respondent DER's jurisdiction unless a valid permit had been obtained for such activities. The Petitioners, LEO J. BERGER and KATHLEEN D. BERGER, are the owners of Condominium Unit Number 102 in Phase III of Island's End Condominiums in Lee County, Florida, which is adjacent to Respondent JEMAAM's dock. The Petitioners filed an administrative complaint in which they disputed the appropriateness of the Intent to Issue dated March 2, 1988. In support of their position, the Petitioners identified a number of areas of controversy and alleged that the Respondent JEMAAM's application did not meet the "reasonable assurances" required for permit issuance. The Petitioners' allegations, which are properly before the Hearing Officer, are as follows: Shallow water in the area where the new dock configuration is to be located would result in propeller dredging of littoral shallows. The proposed waterward relocation of a portion of the dock would present a navigational hazard in the channel as well as in the shallows and around the dock. The proposed relocation would cause harmful shoaling in the area, which would affect boating safety as well as the habitat. The dock relocation and associated boat traffic will disrupt and harm bird and fish habitats. The dock may be within the Estero Bay Aquatic Preserve. Based upon the evidence adduced at hearing, I find as follows as to the allegations raised by the Petitioners in their administrative complaint: There are sufficient water depths, based upon the Bathymetric profile and a number of reviews by the Respondent DER in the proposed relocation area, to prevent harmful propeller dredging by boats using the dock. However, to assure that harmful turbidity and propeller dredging does not occur, the dock extension arm can be completely handrailed in the shallow, landward area. The addition of a shielded, steady burning light and navigational markers should minimize any impediment to navigation caused by the dock relocation. The main channel is not far from this area, and most boating traffic in the general area is confined to the main channel. The additional markers and lighting requirements combine with the current conditions to alert all reasonable and prudent boaters to the hazards and challenges of the area. The evidence is inconclusive as to the extent to which the dock structure has increased shoaling in the area. Much of the shoaling is attributed to the natural conditions of the area, a back-bay coastal zone. The shoaling which has occurred is thought to be beneficial by the experts who testified at hearing because the development of grasses has increased. This creates a positive habitat for Cuban shoalweed, brittle starfish, and several species of crab. Relocation of a portion of the dock will not substantially affect the shoaling activity in the area. The bird and fish habitats in the area do not appear to be adversely affected by the current dock. It is not anticipated that the relocation of a portion of the dock will change the ongoing development of the habitats. The bird roosting area on the sandbar includes a larger variety of species now than it did before the current dock was built, according to studies done by James W. Beever III. The installation of the additional channel markers was suggested by Beever, an expert witness in the case, as a means to enhance the viability of the sandbar as a habitat. The markers aid in steering boat traffic away from the area and prevent the beaching of boats on the sandbar. James W. Beever III is the current resource and research coordinator of the Estero Bay Aquatic Preserve. Based upon his testimony, the proposed dock relocation is not within the aquatic preserve. The areas of controversy raised by the Petitioners in their administrative complaint were sufficiently met by the reasonable assurances of the Respondent JEMAAM that the purported harms would not occur. The project is not contrary to the public interest under the criteria set forth in Section 403.918, Florida Statutes, as represented by the Respondent DER in the Notice of Intent to Issue and proved at hearing.
Findings Of Fact The proposed marina project involves the repair and renovation of a marina which has been in existence since the 1920s. The marina is located in Biscayne Bay within the City of Miami Beach, west of Purdy Avenue where it intersects with 13th Street. Currently, the marina is in a state of disrepair. In 1974, Respondent acquired ownership of the marina which was at that time an operating facility. Thereafter, Respondent began formulating plans to renovate and repair the facility. Respondent obtained estimates from construction firms to make repairs to the facility by replacing or reinforcing deteriorated members, piles, decking and other parts. Respondent plans to remove the existing wooden piers and piles consisting of 35,000 square feet of deck surface area and construct in their stead a facility consisting of only 24,560 square feet of deck surface area. The marina as renovated would not exceed its existing boundaries. In fact, the south pier of the marina will be relocated 40 feet northward of its existing location, which would place it 90 feet from the south property line. The proposed project entails construction of three main piers. The south pier is an L-shaped configuration which would extend westward 416 feet by 10 feet and then northward 304 feet by 10 feet. The north pier, also L-shaped, would extend westward 416 feet by 10 feet and then southward 202 feet by 10 feet. The center pier will have a T-shaped configuration. Its dimensions will extend westward 358 feet by 10 feet. The marina will also have a pier extending both northward and southward, 50 feet by 10 feet each from the center line of the pier. Additionally, the project will contain mooring piles along a canal which extends eastward from the northern perimeter of the marina. When completed, the marina will have accommodations for 161 vessels. The present facility, while it was a fully operating marina, accommodated 135 boats, together with over-the-water facilities constructed on a main center pier. Such facilities included a machine shop and major marina repair facilities, neither of which uses is proposed for the new facility. Construction activity for the proposed project involves no dredging or filling. In addition to reducing deck surface area to 24,560 square fete from the 35,000 square feet contained in the old facility, the proposed project also will contain 409 pilings as opposed to 1,037 in the existing facility. Existing wooden pilings will be removed and will be replaced with concrete pilings. Turbidity curtains will be used during the construction phase to reduce any adverse affect on water quality, which, in any event should be minimal. The concrete pilings will be installed by setting them in a steel template and driving them into the earth at the bay bottom with a hammer. In effect, this construction technique punches a hole straight down into the earth and results in minimal displacement of sediments at the bottom. Respondent also proposes to make certain cosmetic repairs to the sea wall at the present marina where there is some deterioration on the upper edges above the mean high water line resulting from corrosion. Such repairs will be made by welding of steel plate and putting a concrete cap over the top of the existing wall. The waters of Biscayne Bay are classified as Class III waters. There are no Class II waters in the vicinity of the proposed project. The testimony and evidence established that the area in and surrounding the marina facility is not productive in terms of benthic or faunal communities. There is virtually no marine vegetation in the area. The marina itself is almost devoid of any seagrasses, with the exception of several springs of Halophila and Caulerpa. The closest existing grass beds are located approximately 700 to 1,000 feet west of the marina's western perimeter. These grass beds, which include turtle grass and manatee grass, have apparently flourished during the period the existing marina was in full operation. Fouling organisms were found attached to pilings and the seawall areas of the marina. The waters inside the marina, and those in the surrounding area are not suitable as a habitat for breeding, nursery or feeding grounds for fish or other marine life. Studies conducted by Respondent's hydrographic expert indicate that tidal flow in the area of the marina will be enhanced by the renovation of the facility, largely due to reduction in the number of pilings, thereby reducing resistance to tidal flow. The evidence also disclosed that construction of the proposed facility will pose no navigational hazard or serious impediment to navigation in the immediate vicinity. The canal along the northern perimeter of the proposed project varies from 105 feet in width. Apparently only noncommercial boats will be docked in the marina and the canal. A marina has existed at the location of the proposed project for over 50 years, and there is no evidence that has ever created navigational problems within the canal or within the immediate area of Biscayne Bay. Petitioners suggest that the marina will "create a navigational hazard, or serious impediment to navigation..." within the meaning of DER's regulations, specifically Chapter 17-4.29(6)(b), Florida Administrative Code, under the theory that the boats to be accommodated in the facility will result in a general increase in boating traffic in north Biscayne Bay, and would, in addition, adversely affect the public's "navigation" of automobiles across numerous draw bridges whose spans will often be raised to accommodate boat traffic. It does not appear that chapters 253, 258.165 or 403, Florida Statutes, afford DER the authority to consider such factors in determining whether to issue a water quality permit. Even assuming that as a matter of law DER may consider such factors, the evidence presented by Petitioners on this point was vague and speculative. In its Proposed Order of Issuance, DER imposed seven permit conditions which, when combined with the design of the project and the facts set forth above, constitute "reasonable assurance" that the proposed project will not adversely affect water quality. These conditions include the following: Turbidity shall be monitored once daily during periods of water related construction activities at mid-depth 100 ft. upcurrent and 100 ft. down-current of the work area by a person(s) (project monitor) designed by the permittee. Adequate controls are taken during construction so turbidity levels beyond 100 ft. of the construction area in Biscayne Bay do not exceed 50 J.T.U. A pumpout station shall be installed and maintained for the removal of sewage and wastes from the vessels using this facility. No liveaboard vessels shall be docked at this facility unless said vessel has either a Coast Guard approved Marine Sanitation Device or a direct sewage pumpout connection is provided at the liveaboard slip. There shall be no positive drainage of stormwater runoff from the marina parking lot to Biscayne Bay. Fuel storage tanks shall be constructed of non-corrosive materials and located on the upland portion of the site. The fuel storage tanks shall be pressure tested at least once yearly to ensure that they are not leaking. Test reports shall be submitted to DER and the Dade County Environmental Resources Management. Floating oil booms and sorbent materials or equivalent equipment shall be available on site at all times in order to contain and clean up any oil or fuel spills. All marina employees shall be trained in the deployment and usage of the above spill cleanup equipment. The equipment above shall be subject to inspection by all regulatory agencies. At the conclusion of the hearing, it was stipulated among the parties that Petitioner, Izaak Walton League of America, Mangrove chapter, has standing to maintain this action pursuant to Section 120.57(1), Florida Statutes. With respect to Save Our Bay, the evidence disclosed that it is an unincorporated association which was formed for the purpose of preserving the waters of Biscayne Bay for safe navigational use, swimming and fishing, and to enhance the beauty of sunset Island and the venetian Isles, while at the same time protecting the area from the effects of pollution. Members of Save Our Bay own property in the vicinity of the proposed project, and use the waters in that area for swimming, boating and fishing. Their use of the natural resources of Biscayne Bay could be affected by construction of the proposed project. Walton, Save Our Bay and Respondent Turchin have submitted proposed findings of fact in this proceeding. To the extent that such findings of fact are not adopted in this Recommended Order, they have been specifically rejected as being either irrelevant to the issues in this cause, or as not having been supported by the evidence.
The Issue Whether or not Respondents Moeller are entitled to the issuance of a dredge and fill permit for the widening of an existing dock two feet wide so as to create a dock four feet wide. BACKGROUND AND PROCEDURE The burden in this cause is upon the party seeking the permit (Respondents Moellers) to show they have provided reasonable assurances that the proposed project (1) will not cause water quality standards to be violated and (2) will not be contrary to the public interest. For projects that are within or will significantly degrade an Outstanding Florida water, the applicant must show that the project is "clearly in the public interest." See, Section 403.918, Florida Statutes. Respondents Moellers' motion to dismiss for lack of standing was denied by order of September 30, 1987, and was raised again in their post-hearing proposals. It is again denied within the following Conclusions of Law. Respondents Moeller (hereafter sometimes referred to as "applicants") presented the oral testimony of Dr. Arthur Weiner, who was qualified and accepted as an expert in marine biology and ecology, water quality, and the physiological ecology of marine plants, and the oral testimony of Julia Moeller. They had admitted in evidence exhibits 1, 1A, 2, 4, 6, 9(a)-(k), 11, 12, 13A, 13B, 14A, 14B, 15A, 15B, and 16(a)-(c). Respondent Department of Environmental Regulation (DER), which supports the Moellers' permit application, presented the oral testimony of David Bishof, who was qualified and accepted as an expert in water quality, marine biology, and the ecological impact of dredge and fill projects, and had admitted one exhibit. Petitioners Williams and Causey, who oppose the permit application, (hereafter sometimes referred to as protestants"), presented the oral testimony of Dr. Brian LaPointe, who was qualified and accepted as an expert in marine ecology, water quality and the physiological ecology of marine plants, and of James and Regina Williams. Five exhibits were submitted at hearing. A deposition of Petitioner Charles W. Causey, (P-6), was objected to by Respondents. Provision was made for after-filed memoranda of law to argue the objection; the failure of Respondent to file their memoranda is deemed waiver of their objection, and P-6 has been admitted in evidence and considered. Official recognition was taken of Section 27F-8.03, now renumbered and reassigned to Chapter 28, and of Chapters 18-2 and 17-3, and Rule 17-4.242, Florida Administrative Code. All parties have submitted their respective proposed findings of fact and conclusions of law, the findings of fact of which have been specifically ruled upon in the appendix of this recommended order, pursuant to Section 120.59(2), Florida Statutes.
Findings Of Fact Applicants Charles and Julia Moeller own property in Islamorada, Monroe County, Florida, located on Florida Bay, which is currently designated an "Outstanding Florida Water." John E. Williams and Regina Williams own and reside upon property abutting the northern boundary of the applicants' property. Mr. Causey's property abuts the northern boundary of the Williams' parcel. Each has substantial frontage on Florida Bay. The Williams and Mr. Causey have used and continue to use the waters adjacent to their residences, the project site, and Florida Bay for fishing, swimming, boating, and other recreational activities. The permit application at issue in the present proceeding is to widen an existing dock by two feet so as to increase it to approximately 996 square feet. No dredging or filling will be necessary to add the plankings to the existing dock. The proposed project can in no way further affect the navigability of Florida Bay, or cause harmful erosion or shoaling. There will be no archeological impact. The permit sought in this application seeks to modify the dock already existing at the site, which, because it is less than 500 square feet, is currently exempt from DER permitting regulations. The entire prior history of the existing dock is summarized in the November 5, 1986, Final Order in the consolidated cases of Williams et al. v. Moeller et al., DOAH Case Nos. 86-1095 and 86-1096, which concerned disqualification of an intervening consent order and which is discussed in the following Conclusions of Law. The Moellers set out in 1984 to construct a dock of different dimensions and configurations, and in 1984 DER denied by final order a permit application for an L-shaped dock 90 feet by 5 feet and 170 feet by 5 feet or approximately 1300 square feet with eleven boat slips. Then, in January 1985, the Moellers applied to DER for a permit to build a dock four feet wide, covering an over-water surface of 996 square feet with eight boat slips, and the application gas returned bearing the stamp "exempt" across the front of it. Before the 996 square foot dock could be constructed, the approval of the Trustees of the Internal Improvement Trust Fund was required. The Trustees granted approval, conditioned upon the Moellers granting a conservation easement prohibiting any other docking structures being built upon their shoreline. The conservation easement is contingent upon the Moellers' acquisition of all other authorizations necessary to complete the 996 square foot dock. Before the Moellers could begin construction of the proposed 996 square foot dock, Florida Bay, within which the dock would be placed, was designated as an "Outstanding Florida Water." Upon designation, docks greater than 500 square feet were no longer exempt from DER permitting requirements. The Moellers became aware of the change by way of a letter from DER's representative, David Bishof, which they received shortly after construction had begun. Since some of the pilings were already in place, the Moellers proceeded to construct a dock of exempt dimensions, installing all pilings and railings, but stopping construction when the over-water surface area of the decking was 500 square feet. In so doing, the Moellers made a conscious decision of creating the length they desired in their second permit application but limiting its width. In so doing, they rejected the options of either reducing the length of the dock or applying for a permit to construct a dock of the originally intended length with a width of four feet. The final construction in place, as of the date of formal hearing in this proceeding, can be described as a dog- legged finger pier with a railing on one side. The planking extends to a width of two feet and there is a space of approximately two feet between the edge of the planking and the railing which runs along the right (north and then west) side of the dock. As currently configured, the existing dock is 2 feet wide and extends into the Bay perpendicular from the shoreline for 179 feet, at which point it turns south, extending another 79 feet, roughly parallel to the shoreline. This existing dock has a total over-water surface area of 500 square feet and is thus exempt from DER permitting regulations. The dock as constructed and now in place complies with all DER rules, regulations, and policies and is being currently utilized by the applicants and others; however, the dock requires that those who walk thereon move single file and presents minimal safety problems associated with its narrow width, particularly with regard to handicapped users and people carrying coolers, fishing gear, and other materials associated with recreational fishing, boating, and swimming. Mrs. Moeller's mother, confined to a wheelchair, is not able to use the existing dock at all. On December 4, 1986, the Moellers applied a third time to DER, this time for a permit to expand their dock from 2 to 4 feet, thereby doubling the planked area of the dock. One of the grounds alleged as supporting the application for extension is the hazardous nature of the dock as presently configured. DER responded with an Intent to Issue the above requested permit, upon compliance with several conditions. These several conditions require: prohibition of liveaboards, fueling facilities, major boat and motor maintenance and hull scraping or painting. Petitioners Williams and Causey objected, and this proceeding followed. The addition of 2 feet of planking for the entire width of the dock will not increase the number of boat slips as now existing. Widening the dock should make it more accessible to people, particularly the handicapped, and will eliminate the minimal hazards now existing. It may also be inferred that widening the dock will enhance the Moellers' opportunity to develop the upland as a condominium community which they have expressed the intent to do. The only certain environmental impact associated with the widening of the dock alone, that is, the only environmental impact not already existing as a product of the existing two foot wide dock, is the extra two feet of shading of the grassbeds (Thalassia testudium) which lie directly beneath the dock. Such shading of Thalassia or "turtle grass" beds would tend to cause a reduction in their photosynthetic activity. It is by the process of photosynthesis that these grasses contribute dissolved oxygen, a crucial element for a healthy marine environment. It may also be reasonably inferred that some sporadic shading will occur as a result of increased dockage of boats, but absent an increase in the current number of boat slips, this sporadic shading cannot be automatically attributed to granting of this permit application as opposed to the existence of the dock now in place, and the sporadic shading associated with use of the eight boatslips, is greatly reduced by the Moellers' current voluntary restriction against docking of liveaboards, and, if the permit is granted as proposed, the permit restriction against liveboards. The particular Thalassia beds underneath the Moellers' dock are currently in a relatively pristine condition and are producing large amounts of oxygen in spite of the fact that the dock as presently configured has been in place for some time. While the additional two feet of planking will somewhat reduce the amount of light which reaches the grassbeds with an attendant reduction in the dissolved oxygen levels at the site attributable to photosynthesis, this effect will be felt in a limited and finite area only and furthermore is not expected to drop dissolved oxygen levels below 5 milligrams per liter which is the applicable DER standard. Protestants' expert, Dr. Brian LaPointe, conceded that any adverse impact of the widened dock would be localized. He presented no figures for total biomass. The control points chosen by LaPointe were 100 feet away from existing docking facilities, and exhibited no measurable impacts on the existing docking facilities. To the extent there is contrary evidence in the record, it amounts to speculative projections based upon what quantitative measurements might have resulted if they had been taken at a different time of the year from those actually taken by Dr. LaPointe, or observations skewed by hurricane after-effects, or is refuted by evidence of the interaction between plant adaptation to degrees of shade, sun movement, and the height of the existing and proposed planking, and by the presence of at least minimal tidal wind and wind activity. Also, a number of factors stand to mitigate any adverse dissolved oxygen impact. These factors include the high amount of dissolved oxygen currently being produced at the site, the fact that the shadow of the dock moves with the passage of the sun and the seasons of the year, and the fact that seagrasses can adapt to certain degrees of shading. Dr. LaPointe compared, through quantitative analysis, the project area with two other areas similar in physiology but with greater marina usage than the Moellers' existing 2 foot wide dock or what usage might be reasonably expected from no increase in the number of boat slips were the permit granted contingent upon the agreed limitations to prohibit liveaboards and boat maintenance. Dr. Weiner testified as to several distinctions between the project site and the two sites used for comparison by Dr. LaPointe, such as fish house activity including excessive mineral increases from bird droppings, and the presence of boat maintenance. Due to significant differences between the survey sites chosen by Dr. LaPointe and the project site, his opinion that the cumulative environmental consequences of the proposed dock expansion would be the eventual deterioration or destruction of the seagrass bed resulting in a degradation of water quality through nutrient enrichment and reduction of dissolved oxygen and some nonspecific impact on the fish population, cannot be accepted. While the use of docking structures often is associated with heightened nutrient levels in surrounding waters, the site of the Moellers' dock does not now exhibit elevated nutrient levels and the additional two feet of planking will not increase nutrient loading. Although each dock is different and the Moellers' existing dock is of a unique configuration, docks of similar size do not tend to produce violations of the applicable dissolved oxygen standard. The possibility of elevated nutrient levels at the site is greatly lessened because docking of liveaboard boats and presence of fueling facilities and boat maintenance, all common sources of nutrients at dock sites, are currently prohibited by the Moellers. Provided this prohibition continues through permit restrictions, the elevation of the nutrient level will not occur or will be satisfactorily minimal. Without a permit being issued, DER would not have any mechanism to restrict the operation of an exempt dock. In contrast, the agency has proposed, as part of the requested permit, and the Moellers have agreed, to prohibit liveaboards, fueling facilities, and boat and motor maintenance and hull scraping or painting at their dock. Similarly, the granting by the Moellers of the conservation easement to the Trustees of the Internal Improvement Fund negates the possibility that this project could have an adverse affect on water quality or marine resources, because the easement prohibits any further docking facilities from being built along the Moellers' shoreline, thereby eliminating the cumulative impact of such additional docks. Permit issuance for the widening of the dock would make the conservation easement effective, and would thereby preclude the construction of other exempt docks. The effects of one centralized 996 square foot dock are expected to be much less than those which would be associated with two to four 500 square foot docks (2000 square feet maximum) of over-surface planking. In considering the various statutory factors relating to public interest, the agency's expert, David Bishof, testified that even if the proposed additional planking may cause a slight reduction in the essence of the flora of the area and photosynthesis, this effect would be more than offset by the elimination of the possibility of having multiple docks at the site. Absent activation of the conservation easement, or some externally limiting factor, it would be possible for the Moellers to construct one dock of 500 square feet every 65 feet along their single parcel, 280-foot shoreline for a total of 3 or 4 docks, without having to obtain a DER dredge and fill permit, since such small docks are exempt from such permitting requirements. While it is imaginative to suppose any one owner would want four such docks, given the possibilities for development, it is not entirely speculative, given Bishof's evidence as a whole, that two or more such docks might be added. Bishof recommended issuing the permit based on his opinion that the conservation easement and permit restrictions prohibiting liveaboards, boat and motor maintenance, and hull painting and scraping would be sufficient mitigation of any negative environmental factors. In so doing, Bishof admittedly did not take into consideration standards or requirements of the Department of Natural Resources or the Army Corps of Engineers which might restrict the construction of an additional four docks under 500 feet, but neither was evidence presented at formal hearing to show that such standards actually present any real and present impediment to one or more such constructions. Moreover, those issues between the Moellers and other agencies cannot be resolved within this proceeding as framed between these parties. Although Petitioners anticipate pollution from increased nutrients caused by greater marina activity, the anticipation expressed by the lay witnesses, Mr. and Mrs. Williams and Mr. Causey, is largely of the kind "futurists" make based on general observations that more people in any area automatically create more activity, resulting in water and noise pollution. The viewpoint is not compelling as evidence given the overall circumstances of this case and in light of the specific rule and statutory standards to be applied. Mr. and Mrs. Williams and Mr. Causey also object to the dock construction as proposed because they anticipate increased danger to swimmers, a reduction in the value of their property, and a loss of fish life as a result of increased dock activity. The foregoing concerns are purely speculative and are not supported by competent substantial evidence. In Mrs. Williams' case, she objects to obstruction of her "view." Although it was clearly established that the view from the Williams' home will be minimally affected by the two feet of plank width increase, an unencumbered horizon is not an environmentally protected right, and the largest part of the Moellers' dock is already in place across the protestants' "view" anyway. No measurable impact attributable to the addition of two feet of planking at the Moellers' dock is expected in front of the Causey or Williams properties.
Recommendation Therefore, upon the foregoing findings of fact and conclusions of law, it is recommended that DER enter a final order granting Respondents Charles and Julia Moeller dredge and fill permit number 44-128054-5 pursuant to the notice of intent to issue dated July 16, 1987, and the several restrictions therein. DONE and RECOMMENDED this 13th day of June 1988, at Tallahassee, Florida. ELLA JANE P. DAVIS, 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 13th day of June 1988.
The Issue The issues are whether Respondent Thidadeau is entitled to a Noticed General Permit, pursuant to Florida Administrative Code Rule 62-341.427, and a Letter of Consent, pursuant to Florida Administrative Code Rule, to construct a single family dock in the central embayment of the Loxahatchee River in Palm Beach County.
Findings Of Fact By Joint Application for Environmental Resource Permit/Authorization to Use Sovereign Submerged Lands/Federal Dredge and Fill Permit filed August 14, 2002, Respondent Paul Thibadeau (Applicant) requested a Noticed General Permit (NGP) and Letter of Consent for a single-family dock to be constructed at his home located at 129 River Road, Palm Beach, Florida (Application). The dock would extend from the southern shore of the Central Embayment of the Loxahatchee River, which is Class III waterbody that is also an Outstanding Florida Water and Aquatic Preserve. At the time of the filing of the Application, Applicant's contractors and Respondent Department of Environmental Protection tried various alignments to avoid impacts. Petitioner Board of Commissioners of Jupiter Inlet District (District) is an entity created by the Legislature to operate and maintain the Jupiter Inlet and maintain and preserve the Loxahatchee River. The District's jurisdiction covers the Central Embayment and Applicant's property. The District employs an engineer to inspect the Central Embayment for navigational hazards. Intervenors Andrea Cameron and Jeffrey Cameron and Douglas Bogue reside in shoreline property to the west of Applicant's property. The Camerons and Mr. Bogue live on the same cove that the west side of Applicant's property abuts. Mr. Bogue's parcel is the second parcel to the west of Applicant's parcel, and the Camerons' parcel is the third parcel to the west of Applicant's parcel. Intervenors swim, fish, birdwatch, boat, and otherwise use the area in which Applicant would construct the dock and platform. Applicant has owned his property for a little over seven years. Applicant's property consists of nearly 1.5 acres of land that forms a peninsula jutting into the Central Embayment from the southern shoreline near the Alternate A1A bridge, which marks the east end of the Central Embayment. Applicant owns 1000 linear feet of shoreline. The proposed dock and platform would be constructed on the northwest side of Applicant's property. Applicant currently owns a dock, measuring five feet into the water by 67 feet along the shoreline, in the canal on the east side of his property. The water depth at this dock is only four inches at the lowest tides and less than one foot at mean low water. Seagrasses--mostly shoalgrass and threatened Johnson's seagrass--grow in the vicinity of this dock, and it is a reasonable inference, given the nearby seagrass beds, prevailing shallow depths, shading effect of the present dock, and the relocation of prop and boating disturbances, that seagrass would recolonize the area of the existing dock, after it is removed. Applicant has agreed to amend either the NGP or Letter of Consent to condition the approval of the construction and use of the proposed dock upon the removal of the existing dock. The Application describes a dock that is 270 feet long and four feet wide. At the end of the dock is a 160 square-foot terminal platform. The diagram shows the dock running 110 feet due north from an upland point that is ascertainable only approximately by reference to a concrete sidewalk and mangrove fringe depicted on the drawing. The dock then turns to the northwest and runs 160 feet to the terminal platform, which measures 5.3 feet by 30 feet. Boat-lift pilings are waterward of the waterward edge of the platform. The diagram depicts approximations of water levels, at mean tide, along the dock. The shorter run of the dock ends in water two feet deep, at mean tide. The longer run crosses a long sandbar and terminates between the 3.5- and 4-foot contours. A cross-section in the Application shows mean high water at about 1.0 feet (presumably National Geodetic Vertical Datum, or NGVD) and mean low water at about -0.5 feet NGVD. The cross-section reveals that the waterward edge of the terminal platform is at almost -3.33 feet NGVD and the landward edge of the terminal platform is at about -3.2 feet NGVD. This means that, at mean low water, the water level would be a little more than 2.75 feet deep at the waterward edge of the terminal platform and about 2.75 feet deep at the landward edge of the terminal platform. The pilings, which are waterward of the waterward edge of the terminal platform, are at -3.5 feet NGVD. This means that, at mean low water, the water level would be about 3 feet deep at the most waterward pilings. However, the second slip, which mostly runs along the end of the dock, not the terminal platform, is in shallower water. According to a drawing that is part of the Application, the waterward end of this slip is at the same depth as the landward end of the terminal platform, so it would be in about 2.75 feet of water at mean low water, and the landward end of this slip is at -2.0 feet NGVD, so it would be in about 1.5 feet of water at mean low water. Disagreeing with this drawing, Applicant Exhibit 61 indicates that the shallowest water depth at the second boat slip is at least two feet at mean low water. Although the scale of District Exhibit 62 prevents a precise determination, District Exhibit 62 seems to agree with this value, as well as other landward values, contained in Applicant Exhibit 61. The superior detail of both of these exhibits, as compared to that of the drawing accompanying the application, compels a finding consistent with the deeper water levels reported on Applicant Exhibit 61 and District Exhibit 62. Thus, the water depth, at mean low water, is at least two feet at the second boat slip. DEP environmental scientists visited Applicant's site twice before issuing the permit and snorkeled the area proposed for the dock to find the location that would result in the minimum impacts. On the first visit, the DEP scientists did not record the tide, but, in the second visit, they snorkeled the area at mean low water. After DEP approved the permit, its scientists snorkeled the site a third time, also at mean low water. Applicant has worked closely with DEP at all stages of the permitting process. In fact, early discussions resulted in several different alignments and locations for the proposed dock. After DEP's environmental scientists determined for themselves the location of the seagrass beds in the affected area, Applicant settled on a location and alignment acceptable to the DEP scientists and revised the application (Revised Application). The Revised Application locates portions of the dock deck over some seagrass beds, but adds restrictions, beyond those normally imposed on docks built in Aquatic Preserves, to reduce or eliminate the impacts of the dock on these seagrass beds. The Revised Application narrows the dock deck by one foot to three feet, replaces solid decking with grated decking for the first 200 feet from the shoreline, adds handrails for the first 200 feet from the shoreline, and raises the elevation of the dock deck from five feet to seven feet above mean high water for the first 200 feet from the shoreline. The Revised Application also changes the width of the terminal platform from 5.3 feet to 6 feet and its length from 30 feet to 25 feet. The Revised Application clearly identifies two boat slips: one on the waterward side of the long side of the terminal platform and one perpendicular to the first slip, along the north side of the end of the dock deck. Lastly, the Revised Application reduces the dock deck from 270 feet to 250 feet to the shoreline. The proposed alignment of the dock passes between two relatively small seagrass beds immediately offshore of the northwest side of Applicant's property. The cove contains a large seagrass bed, mostly confined to water depths of less than 1.5 feet at mean low water. A little more than 50 feet of the dock passes over the eastern edge of this large seagrass bed, and the most waterward 40-50 feet of the dock passes over bottom that is uncolonized by seagrass. The seagrass that is traversed by the dock is mostly confined to the long sandbar that the dock would cross. Petitioner presented several alternatives to the present alignment. These are depicted in District Exhibit 79. Petitioner and its witness ultimately selected Alternative F, which would be a shorter dock running to the northeast off the northern tip of Applicant's property. Passing over little, if any, seagrass, this dock would terminate in a hole that is three feet deep at mean low water. However, Alternative F provides Applicant with little better access than he has at present. The northern route to the channel requires several turns and passes over much seagrass. The longer eastern route runs over 600 feet in a narrow, turning channel that contains only 1.5-2.0 feet of water at mean low water. This side of Applicant's property is more exposed to currents and winds than the west side abutting the cove, so accurate navigation of a vessel with the engine trimmed partly up would be more difficult. Channels, especially shallow ones, shift over time and shoal up, especially given this tendency within the Central Embayment. The Central Embayment is a shallow waterbody prone to shoaling due to sedimentation. The main channel through the Central Embayment generally runs along the north shoreline of the Central Embayment, although it runs in a more central location as it approaches the Alternate A1A bridge at the east end of the Central Embayment. Applicant's property, which is close to the A1A bridge, is relatively close to the main channel. A shallow area with interspersed seagrass beds separates Applicant's property from the main channel. Applicant operates a 24-foot boat with a 200- horsepower outboard motor. The boat requires 12 inches of water to float with the engine up and 24 inches of water for the skeg and prop to clear the bottom with the engine down and the boat operating at idle or low speed. To ingress or egress the existing dock, Applicant can operate his boat only within two hours of high tide. To reach the main channel, Applicant must navigate poorly marked, local channels. The longer local channel runs east from Applicant's property and requires several turns. The shorter local channel runs north of Applicant's property and enters the southern access channel at a point near to its junction with the main channel. The southern access channel is an important channel in the Central Embayment, whose shoreline has been densely developed. A long sandbar runs through the center of the Central Embayment. Rather than navigate to the west of the sandbar, most boat operators coming from the south shoreline take the southern access channel, which shortens the time it takes for them to leave the Central Embayment. A mangrove island at the east end of the long sandbar is located immediately north and west of the southern access channel, just west of its junction with the main channel. Directly across from the mangrove island, in a southeasterly direction, is the northwest side of Applicant's property, from which the dock would extend, running toward the southern access channel. Boating traffic in the southern access channel may reach over 100 trips during a 10-hour period on weekends. In the vicinity of the proposed terminal platform, two large, privately installed pilings exist nearly in the center of the southern access channel. The closer of these pilings would be about 95 feet from the proposed terminal platform. One of the pilings marks the junction of the southern access channel with the main channel. The closer piling is between the proposed platform and the mangrove island to the northwest. Boats operate to the south and east of these pilings, typically at planing speeds of at least 20 miles per hour. In the vicinity of the proposed terminal platform, the southern access channel is 120-150 feet wide, and the waterward edge of the platform is about 70 feet from the center of the channel. The bathymetry in the vicinity of the proposed platform reduces the navigational hazard posed by the proposed project. The -3 and -4 feet NGVD contours run parallel along the southern edge of the southern access channel in the vicinity of the proposed terminal. Both contours, on either side of the proposed terminal, take sharp turns landward 25-50 feet on either side of the proposed platform. The effect of this bathymetry is to create a sort of submerged cove for the proposed terminal platform, which is protected from passing boat traffic from the fact that these contours are generally 25-75 feet further waterward on either side of the platform. For instance, at mean tide, boaters approaching the area of the platform would presumably wish to stay in water deeper than three feet, so they would unlikely find the platform to be a navigational hazard. Additionally, an imaginary line extending from the takeoff point of the dock on Applicant's shoreline, along the dock, to a point on the opposite shoreline would run about 13,800 feet. This line would run just east and north of the mangrove island described above. The drawing of riparian lines at this location is much more difficult due to the irregular shoreline and the orientation of the southern access channel. Originally, Applicant proposed a riparian line that ran from the westernmost extent of his property, which is located at the end of the waterway running along the west side of the property. Dutifully running this line perpendicular to the orientation of the southern edge of the southern access channel, Applicant deprived a corner of his neighbor's property of any riparian rights at all. During the hearing, Applicant redrew proposed riparian lines. The appealingly named, "Equitable Allocation" line does more justice to the neighbor by not crossing his property. Instead, this line runs roughly along the middle of the canal- like waterway on the west side of Applicant's property and, at the mouth of this waterway, turning to the northwest to run perpendicular to the southern edge of the southern access channel. The problem with the "Equitable Allocation" line offered by Applicant emerges when it is considered in broader scale, sufficient to encompass not only Applicant and his neighbor to the immediate west, but also that neighbor's neighbor to the immediate west. The "Equitable Allocation" line does no equity to the riparian access of one of the two landowners to the west of Applicant. However, the task in this case is not to draw riparian lines, but to determine whether the proposed dock or platform is within 25 feet of another landowner's riparian line. Applicant Exhibit 62 draws the 25-foot offset line. If the riparian- rights line runs perpendicular to the orientation of the southern access channel (the so-called "Equitable Allocation"), the terminal platform and dock are offset by more than 25 feet from the line. If the riparian-rights line extends property lines without regard to the orientation of the channel, then the platform, but not the dock, would be within the 25-foot offset. As noted in the Conclusions of Law, case law teaches that the location of the channel and property boundaries receive consideration in establishing riparian rights. When based on the larger-scale map of Applicant Exhibit 63, any equitable application of these factors would not result in the establishment of a riparian rights line within 25 feet of the proposed terminal platform or dock. The proposed dock and platform would impact the aesthetic enjoyment of nearby landowners and others using the waters of the Central Embayment. Swimmers and sunbathers set up on the sandbar and throw balls and flying disks. The proposed dock would divide the sandbar into two sections of about 170 feet and 100 feet. The impact of the dock, with its pilings spaced at ten-foot intervals, is unclear on these recreational users, as it is on users of canoes and kayaks, which also occupy these waters. The record does not portray a high-energy, strong-current environment in this area, which is essentially at the mouth of a small cove, so it is difficult to infer that typical currents will create unsafe conditions for swimmers, kayakers, or canoeists around the pilings. Likewise, the record does not establish the net impact of the dock and platform on fish, birds, and other wildlife using the area. The platform covers submerged bottom that is uncolonized by seagrass, and, given its coarse sand and shell hash, as well as the water depths and water clarity, this bottom is unlikely ever to be colonized by seagrass. The portion of the dock that traverses seagrass will shade this vegetation, but the effect of shading is mitigated by the seven-foot elevation of the deck, translucency of the decking material, and near north-south orientation of the deck. The construction of the takeoff of the deck will not require significant alterations to the existing mangrove fringe. The issue of cumulative impacts is not that the average dock in the Central Embayment is 80 feet, and the proposed dock is over three times longer. Nor is it that only two docks on the southern shoreline of the Central Embayment would equal or exceed in length the length of the proposed dock, and one of these two docks serves a planned unit development. The length of the dock is subordinate to the depth of the water to be reached by the dock. The more relevant issue, as to cumulative impacts, is that the proposed dock would extend to water whose depth is -3.5 feet NGVD, and the majority of docks in the Central Embayment terminate in water at least one foot shallower. An estuary whose urbanized shoreline appears almost condominiumized in aerial photographs, the Central Embayment will undergo shoreline development to match whatever DEP permits in its most generous permitting decisions. However, a close examination of District Exhibit 62 reveals numerous examples of docks or platforms terminating in -3.5 or even -4.0 feet NGVD, so the potential of the Letter of Consent generating cumulative impacts, strictly in the termination depths of docks, is small. The most relevant concern, as to cumulative impacts, is the potential for the construction of docks where no docks presently exist and the number of such docks that would need to extend 250+ feet to reach water depths comparable to those reached by the proposed dock and platform. Perhaps landowners abutting such extensive stretches of flats have been discouraged from trying to obtain permits for such lengthy structures. Perhaps Applicant himself was emboldened to seek the present NGP and Letter of Consent due to the permitting of the other single- family dock of comparable length on the southern shoreline. The problem as to this aspect of cumulative impacts is that the record does not support findings as to the number of littoral parcels without docks and the number of such parcels that would require docks of 250+ feet to reach the depths involved in this case. These cumulative impacts, if any, are too speculative to assess. Thus, the analysis of cumulative impacts in this case is necessarily restricted to consideration of the impacts of some additional pressure to construct docks to one-foot deeper water than has historically limited docks and the accumulation of additional impacts to resources, such as seagrass, or recreational uses, such as boating and swimming, from an authorization to build the proposed dock and platform. The record does not support findings of significant adverse cumulative impacts from this proposed activity. Moreover, the elimination of 335 square feet of shallow-water dock and the possible recolonization of seagrass, including threatened Johnson's seagrass, mitigate any cumulative impacts and limit or even eliminate the precedential value of the permitting decisions in this case.
Recommendation It is RECOMMENDED that the Department of Environmental Protection: Grant the Noticed General Permit. Grant the Letter of Consent upon two conditions: a) the prohibition against any boat mooring to the slip for any period of time, if the boat requires more than two feet of water with its engine in normal operation position and the boat operating at idle or slow speed; and b) the removal of the existing dock prior to the construction of the new dock and platform. DONE AND ENTERED this 25t day of July, 2005, in Tallahassee, Leon County, Florida. S ROBERT E. MEALE 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 25th day of July, 2005. COPIES FURNISHED: Kathy C. Carter, Agency Clerk Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Greg Munson, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Kevin S. Hennessy Lewis, Longman & Walker, P.A. SunTrust Building 1001 3rd Avenue West, Suite 670 Bradenton, Florida 34205 Thomas F. Mullin Lewis, Longman & Walker, P.A. 1700 Palm Beach Lakes Boulevard Suite 1000 West Palm Beach, Florida 33401 Marcy I. Lahart Marcy I. Lahart, P.A. 711 Talladega Street West Palm Beach, Florida 33405 John S. Yudin Guy & Yudin, LLP 55 East Ocean Boulevard Stuart, Florida 34994 Toni Sturtevant Assistant General Counsel Christine A. Guard Senior Assistant General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000
Findings Of Fact On February 9, 1984, Respondent Fernandina Marine Terminals, Inc., by its agent Harbor Engineering Company, filed a joint application with the Department of the Army/Florida Department of Environmental Regulation for the rehabilitation of its existing marine facility located on the Amelia River at Fernandina Beach, Florida. The application was subsequently amended several times and eventually included the construction of a 1,000 foot dock to be constructed on the applicant's property parallel to the shoreline. (Testimony of Ray, FMT Exhibits 1-3, DER Exhibit 2) An environmental supervisor of the Department of Environmental Regulation inspected the site on March 17 and April 17, 1984, and prepared a permit application appraisal on May 21, 1984, in which he determined that the Department had permitting jurisdiction under Chapter 253, Florida Statutes, due to the fact that the Amelia River constitutes navigable waters of the state. He found that the proposed dock would extend some 42 feet farther into the river than a previously existing dock which presently consists mostly of old pilings. He further determined that from a navigational standpoint, the proposed dock should present no problem. This view was concurred in by his supervisor Dr. Marvin Collins, III, who recommended issuance of the permit. On September 6, 1984, the Department issued a Notice of Intent to issue the requested permit. Thereafter, by letter of September 14, 1984, Petitioners requested a hearing to contest the issuance of the permit. On July 9, 1984, the Department of the Army/Corps of Engineers had issued a permit to the applicant to perform the requested work. (Testimony of Deuerling, Collins, DER Exhibits 1, 3, FMT Exhibit 4) Petitioner A. B. Cook, Jr., Seafood Company is located immediately to the south of the proposed site. Shrimp boats unload at the north end of Petitioner's dock. The boats average from 60 to 70 feet in length. Petitioner is concerned that the cement pilings of the applicant's proposed pier will interfere with and prohibit the dockage of the shrimp boat due to the fact that a strong current is generated at the site where the Bells River joins the Amelia River. Petitioner therefore believes that the proposed placement of the applicant's dock would constitute a navigational hazard and that therefore it should be constructed further to the north or closer to the shoreline. (Testimony of Mrs. Cook, Petitioner's Exhibit 1) Applicant's design engineer took cognizance of the need for shrimp boats to unload at the Cook dock. At the time the project was designed he conducted surveys of the uplands to ensure that adequate land was available for the proposed facility. In his expert engineering opinion, which is accepted, the proposed site is ideal for a marine terminal since no maintenance dredging will be required and because the river curves at the site, thus making it the widest place of the river in the vicinity. The planned length of the dock is sufficient to enable the docking of two vessels at the same time. If the proposed dock were to be placed further north, it would he unable to berth two vessels. If it were placed closer to shore, it would be necessary to utilize the adjoining marsh area and-would require constant dredging. Although the dock will extend some 42 feet into the Amelia River on the southwest end, it is almost in line with the applicant's property because of the bend in the river. The dock will be located approximately 115 feet from the Cook dock. The existing dilapidated dock is only approximately 50 feet from the Cook dock, although it is more in line or more parallel to the Cook dock. (Testimony of Ray, Cavanaugh, E. Cook, DER Exhibits 1 (photos), 2, FMT Exhibits 1-3) Expert testimony from riverboat captains presented by both the applicants and petitioners is in conflict as to the extent of difficulty that will be encountered in docking shrimp boats at the Cook pier after the applicant's dock is built, and as to whether it will constitute a navigational hazard. The proposed dock will be put on pilings to avoid eddies which would be caused by a bulkhead, and will prevent change in existing currents. It is acknowledged even by the applicant's experts that a problem would exist with a falling tide and a west wind, and also in conditions of fog. However, the president of Johnson Petroleum Company which operates what is known as the "Gulf" dock located 100 feet south of the Cook dock, is familiar with the tide in the area and testified that the tide is used to spring vessels in and out of the docking area. In light of all the evidence presented, it is found that although the alignment of applicant's proposed pier will to some degree make it more difficult for boats to dock at the Cook pier, it nevertheless constitutes an appropriate use of the applicant's property and sufficient evidence has been presented to show that it will not constitute a navigational hazard or a serious impediment to navigation. (Testimony of Ray, Thompson, Ferguson, Mrs. Cook, E. Cook, Little, Johnson, Cavanaugh)
