The Issue By this action Petitioner seeks to recover costs, expenses and damages associated with state response to an oil spill incident occurring February 26, 1987, within three miles of the Florida shoreline. Respondent's vessel was responsible for that spill. In particular the costs, expenses and damages claimed are related to salaries, per diem allowances, Federal Express charges, beach sand replacement, equipment, use of a cellular phone, and consulting work at the shore and off site. Petitioner also seeks damages for bird mortality resulting from the spill. See Chapter 376, Florida Statutes, and Chapter 16N- 16, Florida Administrative Code.
Findings Of Fact On the evening of February 26, 1987, the motor vessel Fernpassat struck the south jetty at the entrance to the St. Johns River at a location within three miles of the Florida shoreline. In doing so it ruptured the hull and spilled a substantial amount of heavy fuel oil. The type of the oil was No. 5 or 6 Bunker C. A preliminary estimate placed the amount of oil in excess of 100,000 gallons. While the true amount may have been somewhat less, it was a significant spill in that it substantially threatened the public's welfare and the environment and generated wide public interest. Petitioner's exhibit 3 is a map which depicts the basic location where the vessel collided with the jetty with an "X" mark. The area impacted by the discharge ran from roughly Atlantic Beach, Florida, to Guana State Park in St. Augustine, Florida. This is approximately 25 miles of beach front. Beach property over which Petitioner has regulatory and proprietary responsibility had oil deposited upon it. The oil spill killed or injured a number of birds. The event was responded to by the "Federal Region IV Regional Response Team" (RRT). The federal on-scene coordinator (OSC) was Captain Matthew Woods, U.S. Coast Guard. The RRT, through management and control provided by the OSC, took necessary steps to combat the effects of the spill. Respondent immediately accepted responsibility for the cleanup through the use of a consultant and cleanup contractor. Under this arrangement the OSC monitored the contractor's cleanup efforts to make certain that the job was done satisfactorily. Florida officials were part of the RRT. Rule 16N-16.009(21), Florida Administrative Code, calls for personnel from Petitioner; the State of Florida, Department of Environmental Regulation (DER); and the State of Florida, Department of Community Affairs (DCA) to represent state interests as members of the RRT. Each of these agencies participated as members of the RRT. This furthered the legislative intent expressed at Section 376.021(6), Florida Statutes, to support the RRT through implementation of the "Federal Water Pollution Control Act," which is also known as the "Clean Water Act," 33 U.S.C. ss. 1251-1376. By its efforts the RRT promoted the removal of the oil in accordance with a national contingency plan. Pursuant to Section 376.021(6), Florida Statutes, the state is expected to complement applicable provisions within the "Federal Water Pollution Control Act" as well as render the support previously described. Both the support and complementary functions of the state are part of Florida's "Pollutant Spill and Prevention Control Act," Sections 376.011-376.17, 376.19-376.21, Florida Statutes. Chapters 16N-16, Florida Administrative Code, more completely identifies the role played by the state agencies in this instance. This chapter was adopted pursuant to authority set out in Section 376.07, Florida Statutes, which, among other things, empowered Petitioner to make rules which developed and implemented criteria and plans to respond to spills such as the one at issue. In its complementary role the state has established a "State Response Team" (SRT). This organization in defined at Rule 16N-16.009(13), Florida Administrative Code. It is constituted of predesignated state agencies available continually to respond to a major spill. This incident was a major spill or discharge as defined in Rule 16N-16.009(18), Florida Administrative Code. The predesignated state agencies, pursuant to the rule defining the SRT and Section 376.07(2)(e), Florida Statutes, act independently of the federal authorities, although they are expected to cooperate with the federal authorities in the efforts at cleanup. What that meant here is that notwithstanding the concerns which Captain Woods had and the state participation in the RRT through Petitioner, DER and DCA, there was a parallel function by the SRT which had its own mandate. This allowed the SRT to pursue an independent agenda in the spirit of cooperation with the OSC in an attempt to protect the resources over which the state has jurisdiction, including the beach front and birds. Both Captain Woods and the consultant to the spiller, James L. O'Brien, who is a man of considerable credentials in giving advice about oil spill problems, expressed their understanding of the interests which the state might have in carrying out its functions and did not find that reality a hindrance in performing their duties. As a result, even though state employees and equipment and consultants to the state had limited utility for the OSC and the consultant to the spiller in carrying out their duties, it does not follow that claims by the state for reimbursement in categories set out in the statement of issues must fail unless found to support the OSC or spiller's choice in attempts at cleanup. The question is whether the costs, expenses and damages are reasonably related to support for the RRT or complementary of that function through the SRT and owed or expended from the Florida Coastal Protection Trust Fund (Fund) for recoverable items. See Section 376.11, Florida Statutes. Petitioner's exhibit 15 is a copy of the state contingency plan. See Section 376.07(2)(e), Florida Statutes. It identifies the membership of Petitioner, DER and DCA. Other claimants for costs, expenses, and damages who were involved in the response to this incident as predesignated agencies are the Florida Game and Fresh Water Fish Commission (Commission), the State of Florida, Department of Transportation (DOT), and the Attorney General. The state contingency plan explains the operational responsibilities of state agencies when responding to the incident. This is a more specific reference to those responsibilities as envisioned by the general guidelines announced in the "Pollution Spill Prevention and Control Act." Having considered the testimony and exhibits in the context of the state support and complementary role in responding to the spill contemplated by the aforementioned laws, regulations and contingency plans, the costs, expenses and damages sought by the Petitioner are reasonably related to those purposes. Those costs, expenses and damages are detailed in Petitioner's exhibit 16 and summarized in Petitioner's exhibits 8 and 9. With the exception of $15,654.37 in costs and expenses for Petitioner's Executive Office and Division of Law Enforcement and $3,336.16 for salaries for the Commission, DOT and DCA, all claims for expenses and costs have been paid from the Fund. Petitioner wishes to impose the costs, expenses and damages in the state response whether or not claims were disbursed from the Fund. The damage claim associated with future beach re-nourishment by replacement of sand that had been befouled by oil and needed to be removed is a reasonable claim in the amount of $10,222.50. It has been paid from the Fund and is held in the Erosion Control Trust Fund until needed. The on-scene consulting fee of $3,525.00 and the oil spill assessment study fee of $9,880.00 commissioned by Petitioner through Jacksonville University are reasonably related to the Department's role in response to the spill. As Petitioner's exhibit 8 depicts, $30,312.53 has been disbursed from the Fund in costs, expenses and damages reasonably related to the response to the spill. There remains unpaid from the Fund the aforementioned costs and expenses in the amount of $18,990.53 which are reasonably related to the response to the spill. Those latter amounts, although presented for payment from the Fund by the agencies in question, were not paid, based upon some fiscal anomaly. By inference, it does not appear from this record that the Fund owes the agencies for these claims. According to Section 376.13, Florida Statutes, on February 27, 1987, Governor Martinez declared a state of emergency in response to the oil spill. That proclamation was withdrawn on March 25, 1987. The activities for which claims for costs and expenses are advanced transpired in the time frame of the state of emergency declaration. The amount which Respondent has expended in the cleanup effort is $700,000 plus or minus $200,000. None of this money has been paid to satisfy claims for costs, expenses and damages previously described. While it has been found that costs, expenses, and damages are reasonably related to the state's purposes in responding to the spill, not all items are recoverable. They are only recoverable if recognized for recovery by Chapter 376, Florida Statutes, and Chapter 16N-16, Florida Administrative Code, and owed or expended from the Fund. Petitioner's claims in its exhibit 8 in the amount of $12,901.30 and DOT claims for $675.19 in that exhibit qualify for recovery as well as the on-scene consulting fee of $3,525.00. Other claims do not qualify with the exception of a limited recovery for bird mortality. Reasons for this fact finding are set forth in the conclusions of law. Petitioner has disbursed $176,058.00 to the Commission for damages related to alleged bird mortality. This money was disbursed from the Fund. Petitioner now concedes that the amount should be reduced by half. This recognizes that the cost estimate for damages dealt with pairs of birds not single birds. Petitioner now asks for $88,075.00. Two hundred fourteen (214) birds are said to have died as a result of the spill, according to Petitioner. Petitioner seeks damages for each of these birds. The number proven to have been killed by the event and the theory upon which the damage claim is predicated leads to a result which diminishes the claim for reasons to be explained. As with other claims, Section 376.021.(4)(c), Florida Statutes, anticipates the payment of damages from the Fund. Section 376.11(1), Florida Statutes, is in aid of recovery of damages, as is Section 376.11(4)(d), Florida Statutes. However, these claims must be susceptible to proof that readily identifies and explains valuation methods of the birds and recognizes the predicate of establishing the actual number lost in this episode. For the most part, Petitioner has failed in the endeavor. Mark Damian Duda is a wildlife biologist with the Commission. He earned a bachelor of science degree from West Virginia University and received his master's degree in natural resource policy and planning from Yale University, both with honors. He was assigned the task of trying to arrive at an acceptable method for valuing birds that had been killed. His assessment is generally set forth in a report, a copy of which is Respondent's exhibit 3. Having considered a number of options, he reached the decision to employ what he describes as the replacement value method. Quoting from his report concerning this method, he has this to say: Replacement Value Method We believe the replacement value method is the most useful and logical method to determine the value of wildlife lost in the February 27 Jacksonville oil spill. A replacement cost approach can avoid many of the problems involved in attempting to estimate the use of value of biological resources. Under the replacement cost approach, the resource is valued at what it would cost to replace it. If the resource is replaced, the problems of identifying all its uses, the monetary value of these uses, and the users affected by the resource loss are eliminated, except for the period between the initial loss and the replacement. Four Florida institutions were asked to estimate the cost of obtaining specimens of the birds killed in the Jacksonville oil spill, or the price at which they would be willing to sell members of each species. Their estimates are shown in Table 4. One problem with most of these estimates is that they are not true replacements costs; but rather the cost of collecting already existing specimens from the wild and redistributing them to the Jacksonville Area. This does not represent true replacement, since true replacement requires a complete recovery of the species population. This can be most clearly assured by using only captive breeding programs for replacement. However, many of the species in this list probably cannot be bred in captivity. Therefore, true replacement of these species through captive breeding is probably impossible. It is absurd to value them at zero since they cannot be replaced. Therefore, this section presents some calculations on the assumption that they could be redistributed or replaced. Table 1 presents the replacement costs for the birds. The numbers were derived by multiplying the number of dead birds times the average replacement costs given in Table 4. Using this approach, the total replacement costs for the birds estimated to have been killed in the Jacksonville oil spill is $176,058.00. It should be noted that we use a deliberately conservative approach, using body counts only, and thereby underestimating the total mortality. There is an increasing amount of scientific literature indicating that actual body counts appear to significantly underestimate the total mortality resulting from a spill. For example, there have been a variety of experiments that show only 5 percent to 25 percent of the birds that die at sea, wash in or beach themselves on shore. The percent of loons found is probably even lower because of their low buoyancy and wide-ranging distribution. An alternative approach to estimating replacement costs is to estimate the cost of creating new habitat or enhancing existing habitat to support enough nesting pairs of each species to replenish the population. Again, to represent true replacement costs, this should be new or enhances habitat, not just the cost of acquiring already existing habitat. Tables 1 and 4 within Respondent's exhibit 3 are replicated here for convenience as Appendix 2 and Appendix 3, respectively. The numbers of birds shown in Duda's table are not numbers about which he has direct knowledge. They are numbers purportedly obtained from Tim O'Meara and Peter Southall, biologists who work for the Commission who got their information from the Central Region and Northeast Region, respectively. In particular, they allegedly received their information from rehabilitators working in the two regions. Neither biologist testified at hearing, and the exhibits do not satisfactorily establish what involvement the biologists had in a direct inventory of birds, if any, or the other sources of their information which was then given to Duda in preparing his report. The rehabilitators in the Central Region did not testify nor were any exhibits presented which spoke to records kept by those individuals that set out bird deaths in that area. The only person who presented any reliable information concerning bird mortality was Cindy Mosling, rehabilitator in the Northeast Region. Any records which she maintained were not produced at hearing. Nonetheless, she did remember some details concerning bird mortality, and from this testimony 56 common loons, 3 gannets, 1 black skimmer and 2 hooded mergansers are found to have died as a result of the oil spill. The replacement value method by Duda speaks to the fact that his method does not constitute a complete recovery of the species population. Instead, what is shown in Respondent's exhibit 3 is averaging of estimates from Table 4 on costs for collecting existing specimens from the wild and releasing them back to the Jacksonville area after a period as opposed to a captive breeding program. That explanation is not correct, either, because there is no intention to release birds to the wild after raising them or rehabilitating them in captivity in one of the Florida institutions mentioned in Table 4. Moreover, only one of those programs has been relied upon by Petitioner in arriving at a cost estimate. That program is Sea World. As a consequence, the cost analysis in Table 1 related to hooded mergansers is incorrect in that it reflects an average of $150 and not the $200 quoted by Sea world. Again, the prices reflect pairs and not single birds. Robin Friday is the curator from Sea World who supplied cost estimates for pairs in Table 4 to Respondent's exhibit 3. He arrived at his price estimates in a 15 to 20 minute telephone conversation with Duda. To the extent he had no actual experience with price lists reflecting cost of a specie, he assumed that theoretical permits would be issued to collect live birds or eggs in the wild and that he would keep them in a captive environment, hoping they would breed while in captivity. In the latter category, the costs to promote the outcome of breeding in captivity formed his estimate. It can be seen that this departs from Duda's method for valuation. Notwithstanding this fact, Duda relied upon the price quotation by Friday. The main species of birds which Friday has had experience with are waterfowl. Of the species which have been verified as lost in this incident, he had had experience with common loons and hooded mergansers. The hooded merganser is a waterfowl with which he has close experience in breeding, acquisition and disposition. The common loon is a shore bird. In his career he has worked to rehabilitate two or three of those birds. He has had no experience with gannets and black skimmers, which are shore birds. As Friday identified, waterfowl may be sold, shore birds may not. Sale of the shore birds is prohibited by law. His price quotes for the hooded mergansers are from actual experience in sales. His quotations on the other species are matters of conjecture in collecting, housing, feeding and establishing a breeding program for them based upon limited experience in rehabilitating common loons and no experience with gannets and the black skimmer. The price estimate on the hooded merganser of $100 per bird is accepted. The price estimates for common loons, gannets and black skimmers are not. They are too speculative. Jean Benchinol is a curator in Gulf Breeze, Florida, who works for Animal Park, Inc. She testified at hearing. She was presented as a witness who could corroborate the Friday opinion on bird valuation. Her cost estimates may be found as Petitioner's exhibit 14, quotes for single birds. She has had direct involvement with hooded mergansers. She has sold those birds and quoted the price at hearing as being $100. This coincides with the price per bird quoted by Friday. For other birds in her price estimates that cannot be bought and sold and that remain at issue here, that is, common loons, gannets and the black skimmer, she categorized them as capable of surviving in captivity or not. The black skimmers can live in captivity and the common loon and gannet cannot, according to the witness. She had had a common loon in captivity before and noted that it did not do well, being more receptive to northern climes. At hearing her opinion about birds that could not survive in the Florida environment was rejected. In this final analysis, that refers to the common loons and gannets. Likewise, having considered her explanation concerning her valuation for the black skimmer, that opinion is rejected. In rejecting this method, the cross examination at hearing concerning valuation for the royal tern was significant in that it pointed out the inexact and unreliable nature of the method. This method contemplated receiving a live bird in her facility and the costs for medication, housing, feeding and staff time for approximately 60 days. In summary, on the subject of bird mortality, there is no inherent prohibition against valuation; birds do have a value that can be measured in monetary terms. Here the effort to arrive at that understanding fails in the inventory of casualties and method of valuation, with a limited exception. It is also observed that the Respondent had paid the rehabilitators to house, feed and nurse birds back to health that were injured, a similar activity to the theoretical exercise envisioned by Duda, Friday and Benchinol.
Recommendation Based upon the consideration of the facts and the conclusions of law reached, it is, RECOMMENDED: That a Final Order be entered which requires the Respondent to reimburse the Fund in the amount of $17,301.58 and dismisses all other charges against Respondent. DONE and ENTERED this 26th day of July, 1990, in Tallahassee, Florida. CHARLES C. ADAMS, Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 26th day of July, 1990. APPENDIX 1 The following discussion is given concerning the proposed facts of the parties. Petitioner's Facts Paragraphs 1 and 2 are subordinate to facts found. Paragraph 3 is not necessary to the resolution of the dispute. Paragraphs 4 and 5 are subordinate to facts found. The first two sentences of Paragraph 6 are subordinate to facts found. The last two sentences are not necessary to the resolution of the dispute. Paragraph 7 is not necessary to the resolution of the dispute. Paragraph 8 is subordinate to facts found. The first two sentences of Paragraph 9 are subordinate to facts found. While it is agreed that the correspondence from Petitioner to Respondent did not indicate that claims for costs and expenses were only subject to collection if paid from the Florida Coastal Protection Trust Fund, in the administrative forum recoupment of costs, expenses and damages may only be permitted for monies owed or expended from the fund. Paragraphs 10-13 are subordinate to facts found. It is acknowledged as set forth in Paragraph 14 that money was transferred from Coastal Protection Trust Fund to the Erosion Control Trust Fund for future beach renourishment. The more relevant fact is whether the claim for damages of value under the renourishment is legitimate and that determination has been made favoring the Petitioner. The concept of using the funds that are being held for purposes of future renourishment is in keeping with a reasonable disposition of the damage claim. Paragraphs 15-24 are subordinate to facts found. The first sentence to Paragraph 25 is contrary to facts found. The second sentence is subordinate to facts found. The third sentence is an accurate statement of what Table 1 contributes but the findings in that table are rejected in part. The first sentence to Paragraph 26 is subordinate to facts found. The second sentence is accepted in the sense of recognizing that a list was maintained; however, that list was not produced at hearing as an aide in determining the number of birds that were killed. The third sentence is rejected. The fourth and fifth sentences are knowledged and those underlying facts were taken into account in accepting the representations by the witness Mosling concerning the number of birds that died as a result of the oil spill which she could recall. Paragraph 27 is subordinate to facts found. Paragraph 28 is subordinate to facts found. Paragraph 29 is not necessary to the resolution of the dispute. The first sentence to Paragraph 30 is subordinate to facts found. The second sentence is not necessary to the resolution of the dispute. The first sentence to Paragraph 31 is subordinate to facts found. The second sentence is accepted with the exception that certain categories of water fowl are bought and sold in the free market. Concerning the third sentence, while it is acknowledged that curators are the better persons to attempt valuation, they must have sufficient understanding of the varieties on which they are commenting to have their opinions accepted and their methods of analysis of costs must stand scrutiny. This was not achieved in this instance. The last sentence in Paragraph 31 is not accepted in that the replacement value method was not adequately explained and does not allow a ranking of whether it is inexpensive, or cheaper or some where in the middle. Paragraph 32 is subordinate to facts found. The first sentence to Paragraph 33 is subordinate to facts found. The second sentence is subordinate to facts found as it references hooded mergansers. The other references are to species which have not been found to have been lost to the spill. The last sentence is accepted in the sense that the remaining species have limitations placed upon their use by state and federal law which prohibits the buying and selling. Paragraph 34 in its reference to the cost of hooded mergansers is accepted. The balance of the information was not utilized in that the Petitioner failed to demonstrate that other species had been lost to the spill. In Paragraph 35 of the species that testimony was presented about, only the common loon, gannets and black skimmer pertain. While it is acknowledged that the method that the witness Friday used to estimate the value of those species is an accurate portrayal of his efforts, those efforts were rejected as were those of Ms. Benchinol described in Paragraph 36. In Paragraph 36 the explanation of her methods is correct. The methods were not accepted either in support of the testimony by Friday or in her own right. There is no significance to the discussion concerning the brown pelican and inadequate proof was made that the brown pelicans were lost. Respondent's Facts The first sentence to Paragraphs 1 is subordinate to facts found. The last two sentences are not necessary to the resolution of the dispute. As to Paragraph 2, it is acknowledged that Mr. Healey served as the liaison to the RRT and OSC. In the second sentence to that paragraph it is accepted that the state supports the RRT. It also has the function to compliment the RRT and to act independent of the federal response. The first sentence to Paragraph 3 is subordinate to facts found. The second and third sentences are not necessary to the resolution of the dispute. The fourth and fifth sentences are subordinate to facts found. While Paragraph 4 accurately describes the circumstance, this did not deter the state from pursuing its independent function in responding to the spill event. Paragraph 5 accurately portrays the OCS's idea of who was necessary to support the federal response. It does not preclude the activities of other state employees in carrying out their functions. Paragraph 6 is contrary to facts found. Paragraph 7 is a correct statement but does not preclude the state's efforts in its own right at responding to the spill. Paragraph 8 is subordinate to facts found. Paragraph 9 while an accurate portrayal does not preclude the state in its efforts. The same pertains to Paragraph 10. Paragraph 11 is contrary to facts found. Paragraph 12 is subordinate to facts found. Paragraph 13 is contrary to facts found as is Paragraph 14. Paragraph 15 is subordinate to facts found. Paragraph 16 is not relevant. Paragraph 17 is an accurate portrayal of the federal use of the state helicopter but does not preclude request for reimbursement for uses which the state had of that helicopter. Paragraph 18 is subordinate to facts found. The first two sentences within Paragraph 19 are subordinate to facts found. The third and fourth sentences are not relevant to the issue of whether the state was entitled to seek the assistance or Jacksonville University for its own purposes distinct from those of the federal response. The latter sentence is a correct portrayal of the outcome but for reasons different than contemplated by the Respondent. Paragraph 20 is subordinate to facts found. Paragraph 21 is subordinate to facts found. Paragraph 22 is subordinate to facts found in its first two sentences. The third sentence is not accepted beyond the fact that the Department of Interior using a nonconsumptive use technique, whether other federal agencies use that method was not subject to determination from the record. The first three sentences to Paragraph 23 are not necessary to the resolution of the dispute. The fourth sentence is not accepted. The fifth and sixth sentences are subordinate to facts found. As to the seventh sentence, it is not clear that there was the intention of redistributing to the Jacksonville area. The eighth sentence is subordinate to facts found. Paragraph 24 is subordinate to facts found as are Paragraphs 25 and 26. The suggestion of the price for hooded mergansers as set out in Paragraph 27 is not accepted. The lesser scaup was not found to have been lost to the spill. The state price of $100.00 per bird for hooded mergansers is accepted. Paragraphs 28-31 are subordinate to facts found as it pertains to the species that were proven to have been lost. Paragraph 32 is not necessary to the resolution of the dispute. Paragraphs 33 and 34 are subordinate to facts found, with the exception that it has been determined that the number of dead birds which Ms. Mosling can recall involvement with is accepted. Paragraphs 35 through 37 are subordinate to facts found in the species determined to have been lost, with the exception that the actual price for hooded mergansers was $100. COPIES FURNISHED: Tom Gardner, Executive Director Department of Natural Resources 3900 Commonwealth Boulevard Tallahassee, FL 32399 Kenneth J. Plante, General Counsel Lynn M. Finnegan, Assistant General Counsel Department of Natural Resources 3900 Commonwealth Boulevard Tallahassee, FL 32399 Robert B. Parrish, Esquire James F. Moody, Jr., Esquire Taylor, Moseley & Joyner 501 West Bay Street Jacksonville, FL 32202
Findings Of Fact Petitioner River Trails is the developer of a condominium community in Palm Beach County known as River Walk. River Walk is contiguous to and immediately adjacent to 2600 feet of South Florida Water Management District (hereinafter "SFWMD") property bordering Canal C-18 in Palm Beach County. The right- of-way adjacent to C-18 as well as the bottom of C-18 is owned by SFWMD. C-18 is not in an area designated as Outstanding Florida Waters. As required by Section 403.813(2), Florida Statutes, River Trails sought and obtained on January 12, 1984, a permit from the SFWMD to construct a dock and boat ramp in Canal C-18. The permit conveyed no property rights to River Trails. On October 12, 1984, River Trails asked DER to confirm that River Trails' proposed boat ramp qualified for an exemption pursuant to Section 403.813(2)(c), Florida Statutes. By letter dated December 20, 1984, DER informed River Trails that the proposed boat ramp did qualify for the exemption and, therefore did not require any permit from DER. On October 18, 1984, River Trails asked DER to confirm that River Trails' proposed dock of 1,000 square feet or less qualified for an exemption from DER's permitting authority pursuant to Section 403.813(2)(b), Florida Statutes. However, on November 30, 1984, DER informed River Trails that its proposed dock did not qualify for the exemption because there was already an existing dock on SFWMD property on Canal C-18. As authority for its position, DER cited the following sentence in DER Rule 17-4.04(9)(c), Florida Administrative Code: "A private dock is a single pier at a parcel of property." On the 2600 feet of SFWMD-owned right-of-way contiguous to River Trails, there are presently no docks. On SFWMD-owned right-of-way east of River Trails, between River Trails and the southwest fork of the Loxahatchee River, there are two docks approximately 300 feet apart located in front of single-family residences. DER contends all contiguous property owned by an individual, group or entity, including a water management district, constitutes a "parcel of property" and accordingly does not recognize River Trails' claim to an exemption because of the existence of these docks. Prior to River Trails' request that DER confirm River Trails' right to an exemption, DER had not interpreted water management district-owned right-of-ways to be a "parcel of property" within the meaning of Rule 17- 4.04(9)(c). In the past, the SFWMD has permitted numerous docks of less than 1,000 square feet on SFWMD-owned right- of-ways. Copies of these permits were routinely forwarded to DER. While these docks were and are on right-of-ways which DER now defines as a "parcel" within the meaning of Rule 17-4.04(9)(c), DER has not required permits for these docks. The DER employees who interpret the rule in question as part of their duties and whose depositions were introduced at hearing do not agree on the configuration which constitutes a single pier, on the degree of ownership or control required over a parcel of property by an applicant for an exemption, or on the definition of a parcel of property. DER has failed to adequately explain its deviation from past agency practice in interpreting SFWMD right-of- way as a parcel of property. But for DER's new interpretation of the term "parcel of property" found in Rule 17-4.04(9)(c), Florida Administrative Code, River Trails' proposed dock meets the statutory and rule requirements for an exemption from obtaining a permit from DER.
The Issue Whether Petitioner's application for an environmental resource permit to remove two canal plugs in the Cahill canal system should be granted or denied.
Findings Of Fact The proposed project On March 19, 1998, Petitioner Cahill submitted a permit application to the Department to remove two canal plugs in the Cahill Pines and Palms subdivision on Big Pine key. A backhoe would be used to dredge and lower the plugs to a depth of minus five feet mean low water (-5 ft. MLW) for the purpose of providing boating access to the properties now isolated from open water. The Cahill canal system is located within class III waters of the state which open into Pine Channel, a natural waterbody designated as Outstanding Florida Waters (OFW). In 1991 and 1995 Petitioner Cahill submitted permit applications to the Department to remove the same two canal plugs. Those applications were initially denied and the denials were litigated in formal administrative hearings. Those hearings resulted in Department final orders denying both applications.3 Background4 In July, 1991, the Department received a permit application requesting the removal of two canal plugs down to a depth of minus five-and-a-half feet NGVD. A formal administrative hearing was conducted on March 3 and 4, 1994, in Key West, Florida, before Stuart M. Lerner, a duly designated Hearing Officer (now Administrative Law Judge) of the Division of Administrative Hearings. That initial permit application denial was based upon water quality considerations and the project's failure to meet the public interest test. On May 17, 1995, Petitioner submitted a permit application to the Department which was denied. The basis for the permit denial was that the project was substantially similar to the previously litigated project. On April 23, 1996, a second formal administrative hearing was held in Key West, Florida, before Administrative Law Judge Susan B. Kirkland. Judge Kirkland found that the 1995 permit application did not address the issues raised by the Department in the first administrative hearing. Judge Kirkland also concluded that the 1995 application should be denied on the basis of res judicata. The Department entered a Final Order on September 12, 1996, concluding that the doctrine of res judicata applied to support the denial of Petitioner's 1995 application. New facts/changed conditions In all material aspects, the proposed dredging activity in the current permit application is identical to the previously proposed dredging activity. Petitioner Cahill seeks to lower the two canal plugs to allow boat access. The documents submitted in support of the current application do not propose any significant changes to what was proposed in the two prior applications. Petitioner Cahill provided copies of provisions of the Monroe County Comprehensive Plan, the Florida Keys National Marine Sanctuary Management Plan and two Monroe County Ordinances, in support of the current permit application. This information does not constitute new facts or changed conditions sufficient to characterize the proposed project as substantially different from the previously denied applications. Petitioner Cahill provided a list of "enhancements" in the current permit application seeking to provide reasonable assurance for issuance of an environmental resource permit. These proposed "enhancements" are not binding on the Petitioner Cahill's members and do not constitute such new facts or changed conditions as to make the project substantially different from the previously denied applications. The differences between the current application and the two previously denied applications are primarily cosmetic differences. The substance of the matter is unchanged in any material detail.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that a final order be issued in this case denying Petitioner's pending application for an environmental resource permit. DONE AND ENTERED this 15th day of March, 1999, in Tallahassee, Leon County, Florida. MICHAEL M. PARRISH 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 15th day of March, 1998.
Findings Of Fact The Respondent, Darell L. Treadway currently holds contractor's license number RP 0027269 and serves as qualifying agent for Treadway Pools and Concrete, 415 South Palmetto Avenue, Daytona Beach, Florida. (Petitioner's Exhibit II) On June 6, 1979, Chester Webb, 1548 Culverhouse Drive, Holly Hill, Florida, entered into a contract with Almo Pools of Florida, Inc., 609 Turnbull Bay Road, New Smyrna Beach, Florida, for Almo to construct a 13' x 27' kidney shaped fiberglass pool for $4,840.00. (Petitioner's Exhibit I) A $484.00 deposit was paid to Respondent Treadway on June 21, 1979, and on June 26, 1979, a building permit for the pool was obtained by Treadway Pools. (Petitioner's Exhibits I and II) Mr. Webb paid Respondent Treadway $4,684.00 toward completion of the pool. He refused to pay the $242.00 due on completion under the terms of the contract because of numerous problems with the pool including a broken drain, malfunctioning switch box timer, leaking pipes, defective filter and debris left at the site by workmen. (Testimony of Webb; Petitioner's Exhibit III) On August 23, 1979, Clyde Pirtle, Investigator, Department of Professional Regulation discussed the Webb pool with the Respondent who was informed by Pirtle that Almo Pools of Florida, Inc. was not licensed with the Board. (Petitioner's Exhibit III) Investigator Pirtle mailed change of status forms to the Respondent to qualify Almo Pool's but the forms were never completed and returned. (Petitioner's Exhibit III) At Investigator Pirtle's request, the Respondent agreed on August 23, 1979, to correct the problems with Mr. Webb's pool but thus far has failed to do so. In addition to repairing minor problems, Mr. Webb found it necessary to replace the pool filter. (Testimony of Webb) On August 29, 1979, the Respondent Treadway acting as agent for Almo Pools of Florida, Inc. entered into a contract with Donald Bird, 227 East Burn Drive, Orange City, Florida, to construct a 14' x 36' fiberglass pool with a 47' x 32' screen enclosure for $9,425.00. (Petitioner's Exhibit IV) The Respondent was paid $5,642.00 and on September 10, 1979, began installation of a fiberglass shell. (Testimony of Bird) While installing the pool, workmen who were attempting to level its bottom and sides cracked one side of the pool. (Testimony of Bird) The Respondent agreed to repair the crack and in October, 1979, returned to the site, repaired the crack and back-filled around the pool. (Id) No other work was done on the filter system or screen enclosure. Mr. Bird spent approximately $12,500.00 to finish the construction of his pool and patio. (Id) Mr. Bird's pool still has problems including discoloring, cracking and leaking. (Id) The Respondent Treadway failed to obtain a permit for the construction of the Bird's pool from the Volusia County Building Department and, accordingly, no permit for this project was ever obtained. (Testimony of Barrett) The Respondent failed to place his state registration number on the face of his contracts with Webb and Bird. (Petitioner's Exhibits I and IV)
Recommendation Upon consideration of the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That the Florida Construction Industry Licensing Board enter a final order revoking the registration of Darell L. Treadway as a state registered contractor. DONE and ORDERED this 21st day of July, 1981, in Tallahassee, Florida. SHARYN L. SMITH 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 21st day of July, 1981. COPIES FURNISHED: Drucilla Bell, Esquire Assistant General Counsel Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32301 Nancy Kelley Wittenberg, Secretary Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32301 Darell L. Treadway 415 South Palmetto Avenue Apartment Number 5 Daytona Beach, Florida 32015
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following facts are found: Banana Island is separated by marshland into areas known as Islands No. 9 and No. 10. The respondent Association presently owns and operates on Island No. 10 a dock and a dive shop which sells snacks and compressed air to divers who use the nearby springs. The purpose of the proposed boardwalk is to connect the existing dock facilities on Island No. 10 to the upland area on Island No. 9, a portion of which will be used as a picnic area for boaters, swimmers and divers. The boardwalk is to be 220 feet long and six feet wide. The immediate area upon which the boardwalk is to be constructed is not utilized by the manatee because of its shallow depth. While the boardwalk would result in the shading of approximately 1,000 feet of marshland, this amount is too insignificant to affect the manatee. There are approximately 1,000 manatee in the United States, and the manatee has been designated as an endangered species under Federal and Florida law. The manatee exists throughout the southeastern portion of the United States. They inhabit areas off Texas, Louisiana, Florida, on up to North Carolina, though it is unusual to see them north of Brunswick, Georgia. The Kings Bay area of Crystal River, primarily around the Springs, and the area of Homosassa Springs provides a winter home for approximately 110 manatee, or about ten percent of the entire manatee population. The manatee come to the Kings Bay area in the winter months from mid-November through March 31st due to the warmer temperatures of the water around the springs. There is only occasional use of the springs area by the manatee between March 31st and November 15th. The numbers of manatee coming into the Kings Bay area has increased since 1971. This increase could be due to better observation techniques or to the reduction of other suitable habitats for the manatee. At least seventy percent of the population return each year. This year, seven new calves were born in the area. During the cooler months, approximately forty- five percent of the manatee can be found within five-eights of a mile of the main spring in Kings Bay. The proposed boardwalk is to be located approximately 150 feet from the main springs. No manatees have been sighted within twenty-five yards of the boardwalk site. The existing dock is located about seventy feet from the main springs. Manatees have been sighted near the end of this dock, which was built in 1971. The general area surrounding the site of the proposed boardwalk, primarily the springs area, is used heavily by boaters, swimmers and divers. Observations during a nonconsecutive seven-day period in late November and early December noted some 603 boats using the general area of Kings Bay, some 250 divers around the springs area and over 430 top-water observers of the manatee. These numbers would lessen during the Spring and pick up again during the Summer and latter part of the Fall months. On January 1, 1979, some fifty-two boats were served within the main springs area. In Citrus County alone, there are over 5,700 registered pleasure and commercial boats. When cruising, the manatee generally travels at a rate of speed of two to three miles per hour. When moving out of the way of a boat, the manatee can move at about eight to nine miles per hour. When confronted by an oncoming boat, the manatee either immediately submerges or turns to the right. Many manatee in the Kings Bay area have propeller scars on their bodies. A few of the manatee, generally the juvenile manatee, appear to enjoy and seek contact and association with the divers. The majority move away and seek to avoid the divers. During periods of heavier boat traffic around the springs, the manatee generally move out into the colder water adjacent to the springs. Continued disruptive activity such as motor sounds, fast moving boats, heavy diver or boat traffic, and harassment from divers and swimmers can prove to be dangerous to the manatee. Such activity can result in a failure to mate and reproduce, body wounds, and a forcing of the manatee out into colder waters, thus disrupting normal feeding patterns and behavior. In 1978, the Florida legislature passed the "Florida Manatee Sanctuary Act," declaring the State of Florida to be a refuge and sanctuary for the manatee. Section 370.12(2), 1978 Supplement to Florida Statutes. This Act directed the Department of Natural Resources to adopt rules regulating the operation and speed of motorboat traffic between the dates of November 15th and March 31st in the Kings Bay area of Crystal River, as well as in other portions of the waters of the State. At the time of the administrative hearing in this cause, the Department of Natural Resources was in the process of adopting Chapter 16N-22 in implementation of the Florida Manatee Sanctuary Act. These proposed rules establish slow speed zones, idle speed zones and prohibited zones for motorboats in Citrus County. The area in dispute herein is designated as an idle speed zone, defined as the minimum speed that will maintain the safe steerageway of a motorboat. The federal government is expected to adopt all state regulations pertaining to the protection of the manatee. It was the opinion of both of the witnesses having knowledge and expertise regarding the activities and behavior patterns of the manatee that any development which attracts and promotes human activity in the springs area could possibly have a deleterious effect upon the manatee. As noted above, the dock and dive shop have been in existence and operation since 1971. Boating and diving activity has increased since that time. The respondent Association has no objection to and is in favor of the proposed new boat speed regulations. While a few boats can now tie up to the existing dock, boats would not be able to tie up to the boardwalk. Trash receptacles are planned for Island No. 9. If Banana Island No. 9 were accessible via the proposed boardwalk for recreational and/or picnic activities, it is entirely possible that there would be less boating activity around the immediate area of the main springs. The majority of the boats around the springs are small boats which the divers and manatee observers rent for those purposes. It is possible that larger boats could be utilized to provide transportation for swimmers and divers to and from the area, thus reducing the number of boats in the immediate area of the springs. During the hearing, the applicant offered and stated its willingness to close down the boardwalk during the winter months should future studies or surveys illustrate that the manatee is being harmed therefrom. The successful and profitable operation of the respondent's boating and diving enterprises depends upon the continued habitation of the area by the manatee.
Recommendation Based upon the findings of fact and conclusions of law recited above, it is recommended that the respondent's application for a permit to construct and maintain a boardwalk be granted, subject to the stipulations proposed in the permit appraisal relating to the opening and the maintenance of vegetation. Respectfully submitted and entered this 15th day of March, 1979, in Tallahassee, Florida. DIANE D. TREMOR, Hearing Officer Division of Administrative Hearings Room 530, Carlton Building Tallahassee, Florida 32304 (904) 488-9675 COPIES FURNISHED: Kenneth F. Hoffman Rogers, Towers, Bailey, Jones and Gay Post Office Box 1872 Tallahassee, Florida 32302 Alfred W. Clark Assistant General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 Baya M. Harrison Mark J. Proctor Ausley, McMullen, McGehee, Assistant Department Attorney Carothers and Proctor 202 Blount Street Post Office Box 391 Crown Building Tallahassee, Florida 32302 Tallahassee, Florida 32304
Conclusions An Administrative Law Judge of the Division of Administrative Hearings has entered an Order Closing File in this proceeding. A copy of the Order is attached hereto as Exhibit A.
Other Judicial Opinions REVIEW OF THIS FINAL ORDER PURSUANT TO SECTION 120.68, FLORIDA STATUTES, AND FLORIDA RULES OF APPELLATE PROCEDURE 9.030(b)(1)(C) AND 9.110. TO INITIATE AN APPEAL OF THIS ORDER, A NOTICE OF APPEAL MUST BE FILED WITH THE DEPARTMENT'S AGENCY CLERK, 2555 SHUMARD OAK BOULEVARD, TALLAHASSEE, FLORIDA 32399-2100, WITHIN 30 DAYS OF THE DAY THIS ORDER IS FILED WITH THE AGENCY CLERK. THE NOTICE OF APPEAL MUST BE SUBSTANTIALLY IN THE FORM PRESCRIBED BY FLORIDA RULE OF APPELLATE PROCEDURE 9.900(a). A COPY OF THE NOTICE OF APPEAL MUST BE FILED WITH THE APPROPRIATE DISTRICT COURT OF APPEAL AND MUST BE ACCOMPANIED BY THE FILING FEE SPECIFIED IN SECTION 35.22(3), FLORIDA STATUTES. YOU WAIVE YOUR RIGHT TO JUDICIAL REVIEW IF THE NOTICE OF APPEAL IS NOT TIMELY FILED WITH THE AGENCY CLERK AND THE APPROPRIATE DISTRICT COURT OF APPEAL. MEDIATION UNDER SECTION 120.573, FLA. STAT., IS NOT AVAILABLE WITH RESPECT TO THE ISSUES RESOLVED BY THIS ORDER. Jul 28 2009 10:37 a7/2e/28e89 18:28 B589222679 DCA LEGAL PAGE @4/ae FINAL ORDER NO. DGA09-GM-266 CERTIFICATE OF FILING AND SERVICE LHEREBY CERTIFY that the original of the foregoing has been filed with the undersigned Agency Clerk of the Department of Community Affairs, and that true and correct Waite have been furnished to the persons listed below in the manner described, on this ay of July, 2009. a Zp 2 Paula Ford fency Clerk Florida Department of Community Affairs 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 U. §. Mail: Jerry Coleman, Esq- Jerry Coleman, PI. 201 Front Street, Suite 203 Key West, Florida 33041 Derek V. Howard, Esq. Monroe County Attorney's Office 1111 12" Street, Suite 408 Key West, Florida 33040 Barton W. Smith, Esq. Barton Smith, P.L. 309 Whitehcad Street Key West, Florida 33040 Richard E. Grosso, Esq. Everglades Law Center, Inc. 3305 College Avenue Fort Lauderdale, Florida 33314 Robert N. Hartsell, Esq. Everglades Law Center, Inc. 818 U.S. Highway 1, Ste. 8 North Palm Beach, Florida 33408-3857 Sherry A. Spiers, Esq. Robert C. Apgar, Esq. Greenberg Traurig, P.A. 101 East College Avenue Tallahassee, Florida 32301 Jul 28 2009 10:37 a7/2e/28e89 18:28 B589222679 DCA LEGAL PAGE @5/@8 FINAL ORDER NO. DCA09-GM-266 Richard Barfield, Esq. Navy Office of the General Counsel Naval Facilities Engineering Command Southeast United States Navy Box 30, Building 903 Jacksonville, Florida 32212-0102 Hand Delivery: Richard E. Shine, Esquire L. Mary Thomas, Esquire Department of Community Affairs 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 Jul 28 2009 10:37 a7/2e/28e89 18:28 B589222679 DCA LEGAL PAGE 86/88 STATE OF FLORIDA DIVISION OF ADMINISTRATIVE HEARINGS DEPARTMENT OF COMMUNITY AFFAIRS, Petitioner, and PROTECT KEY WEST AND THE FLORIDA KEYS, INC., d/b/a LAST STAND AND THE DEPARTMENT OF THE NAVY, Intervenor, vs. Case No. 08-2035GM MONROE COUNTY, Respondent , and ROBBIE”"S SAFE HARBOR MARINE ENTERPRISES, INC.; SAFE HARBOUR PROPERTIES, LLC; AND KW RESORT UTILITIES CORP., Intervenor.
The Issue The issues in this case are whether Respondent, Robert J. Simmons, Jr. (Simmons), should be issued: an Environmental Resource Permit (ERP) under Part IV of Chapter 373, Florida Statutes, and Titles 62 and 40E, Florida Administrative Code; and a Consent to Use Sovereign Submerged Lands under Chapter 253, Florida Statutes, and Chapter 18-21, Florida Administrative Code. (All citations to Florida Statutes refer to the 2000 codification; all Florida Administrative Code citations are to the current version.)
Findings Of Fact The Applicant Respondent, Robert Simmons, Jr. (Simmons), is the applicant for: a consent of use of sovereign submerged lands owned by the Trustees of the Internal Improvement Trust Fund; and an ERP to construct a private, single-family, residential dock for access to Little Munyon Island and to fill jurisdictional wetlands on the island in order to construct a residence on the island. Simmons has offered to purchase Little Munyon Island and the 16 acres of privately-owned, mostly submerged land surrounding it for $2.6 million. Under the contract of purchase, Simmons is required to close by April 2, 2002. If the contract to purchase closes, Simmons plans to construct an 8,000 to 10,000 square-foot residence, with swimming pool, on Little Munyon Island. He estimates that the residence, once built, will be worth $12 million to $15 million. Little Munyon Island. Little Munyon Island is a 1 1/2 acre, undeveloped and unbridged island located in the Lake Worth Lagoon, which has been designated Class III waters of the state. Little Munyon Island is a natural island, one of only three in the Lake Worth Lagoon. Anasthasia rock atop the Pleistocene formation comes to the surface at the site. The island has been enlarged over the years by placement of spoil from dredging of the Intracoastal Waterway (ICW) to the west of the island. In addition, due to erosion on the west and accretion on the east, the island has shifted to the east. Now the eastern edge of the accreted eastern side actually is outside the 16 acres described by the deed Simmons seeks to have conveyed to him. Little Munyon Island is located just south of the John D. MacArthur State Park and Big Munyon Island. The waters in the Park have been designated as Class II, or Outstanding Florida Waters under Florida Administrative Code Rule (Rule) 62-302.700(2)(b). The boundary of the Park is approximately 1,100 feet north of Little Munyon Island. The eastern boundary of the ICW right-of-way is located about 220 feet west of Little Munyon Island; the centerline of the ICW is about 550 feet west of the island. Singer Island is an Atlantic Ocean barrier island approximately half a mile east of Little Munyon Island. The evidence was that less of Little Munyon Island is inundated by high tides than used to be. As a result, more of the island's vegetation was native in the past. Perhaps due to the deposit of spoil material, relatively little of the island is inundated any more. As a result, exotic vegetation such as Australian pine, Brazilian pepper, and seaside mahoe has invaded and comprises about 35 percent of the island's vegetation. The native vegetation includes red, black and white mangroves, buttonwood, and cabbage palms. Although it is private property, Little Munyon Island is currently being used quite extensively by the public, without authorization from the owner. Boaters frequent the island, leaving trash and other debris behind. Visitors to the island have chopped down native vegetation, such as mangroves, in order to build campfires on the island. Boaters visiting the island for recreational activities often ground their boats around the island. Grounding and extricating boats often causes the boats' propellers to dredge up seagrasses and dig holes in seagrass beds. The Lake Worth Lagoon. The Lake Worth Lagoon is a saltwater estuary. It stretches about 21 miles south from PGA Boulevard and varies in width from about 1 to 1 1/2 miles. The Lagoon is tidally influenced twice per day through the Lake Worth Inlet, which is located about 2-3 miles south of Little Munyon Island. The Inlet connects the Lagoon with the Atlantic Ocean. There is a tidal range of 2.8 to 2.9 feet between mean high and mean low tides in the vicinity of the island. Much of the historical extent of the Lagoon has been filled, and it is located in the most urbanized portion of Palm Beach County. From 1940 to 1975, the Lagoon lost more than 87 percent of its mangroves due to shoreline development. Little Munyon Island is located roughly in the middle of a large bay in the northern part of the Lagoon, which has not been filled or bulkheaded. This bay is one of the few remaining natural areas of the Lake Worth Lagoon. The Earman River, also known as the C-17 canal, discharges into the Lake Worth Lagoon west and a little north from Little Munyon Island to the west of the ICW. The part of the Lake Worth Lagoon around Little Munyon Island is vegetated with very high quality seagrasses, including Cuban Shoal Grass (Halodule wrightii), Turtle Grass (Thalassia testudinum), Manatee Grass (Syringodium filiforme), Paddle Grass (Halophila decipiens), and Johnson Grass (Halophila johnsonii). Johnson Grass is a federally listed threatened species of seagrass, but it tolerates a range of water quality and bottom sediments and is relatively abundant in the Lake Worth Lagoon. Five of the six types of seagrasses found in the Lagoon occur in the vicinity of Little Munyon Island. The area around Little Munyon Island is the best area of seagrasses in all of Palm Beach County, and it has the highest density of seagrasses. The quality of seagrasses in the area is "as good as it gets in the Lake Worth Lagoon." The tide from the Lake Worth Inlet flows north and south through the ICW. As a result, the same waters pass both Little Munyon Island and Big Munyon Island as the tide ebbs and flows. Silt and suspended particles in the water column around Little Munyon Island could be carried by the tide to the Class II waters around Big Munyon Island. There is a high degree of biological diversity in the area around Little Munyon Island. The seagrass beds and flats around Little Munyon are a breeding ground for fish and other aquatic resources. The portion of the Lake Worth Lagoon around Little Munyon has been identified as Essential Fish Habitat by the South Atlantic Fishery Management Council and the National Marine Fisheries Service. It is essential fish habitat for postlarval, juvenile, and adult brown and pink shrimp, red drum, and gray snapper. Seagrasses protect small fish and provide a food source for a whole ecosystem that starts with the seagrasses. Seagrasses provide a valuable source of oxygen, food, and shelter. One square meter of seagrass can generate 10 liters of oxygen per day. They may be one of the most prolific ecosystems in the world in terms of biomass production. The water quality in the Lake Worth Lagoon is improving due to stormwater regulation and reduction in the discharge of sewage effluent. This has caused the quality of seagrasses in the area to improve over the past 18 years. Seagrass recruitment has occurred around the area, and new kinds of seagrasses have colonized since 1983. It is reasonable to believe that seagrasses will continue to colonize around the island if water quality continues to improve. If conditions are right, seagrasses can spread and colonize areas where they do not now occur. The Proposed Project Initial Application In the initial application for ERP and consent of use filed on January 20, 2000, Simmons proposed to construct an L-shaped, 5,208 square foot dock made of poured concrete, 10-12 inches thick. The proposed dock's 12-foot wide access pier was to extend westward from shore for 306 feet, with a 12-foot wide terminal platform extending 140 feet to the south. The entire dock was to be elevated to 5.0' NGVD (National Geodetic Vertical Datum of 1929). The entire dock was to be within privately-owned submerged lands, but intended mooring on the western side of the terminal platform would have been over sovereign submerged lands. Initially, the access pier was to cross the center of a sunken barge that lies approximately 240 feet off the island's western shore. In a response on March 10, 2000, to DEP's request for additional information (RAI), the footprint of the proposed dock was shifted south so that the access pier crossed just south of the sunken barge, where Simmons' seagrass consultant, CZR, said there were fewer seagrasses. This also shortened the access pier to 296 feet and reduced the overall area of the docking facility to 5,088 square feet. In addition, mooring piles to the west of the terminal platform were eliminated; as modified, four mooring piles were to be placed parallel to the terminal platform, on the eastern side. As modified, the entire dock structure and mooring area was located within the privately-owned submerged lands. The dock was specifically designed for use in construction of an 8,000 to 10,000 square-foot residence, plus swimming pool, on the island. The terminal platform was designed so that Simmons could moor barges between the terminal platform and the mooring piers and offload needed construction materials and equipment. It was contemplated that the barges would be 55 feet long by 24 feet wide and draw three and a half feet of water and that they would be maneuvered by push-boats. The dock also was designed to permanently moor a vessel 120-140 feet long drawing five and a half feet of water. Simmons intends to live with his family in the proposed new residence on Little Munyon Island. He currently owns a house on the mainland in North Palm Beach on the western side of the Lake Worth Lagoon across the ICW from Little Munyon Island. He plans to park cars and use a dock at that location and operate his boat back and forth to Little Munyon Island. This would necessitate crossing the ICW several times a day. To construct the planned residence and pool on Little Munyon Island, the application proposed construction of a retaining wall around the island, generally no more than 5 feet landward of the perimeter wetlands on the island. Approximately 28,500 square feet (0.65 acres) would be within the retaining wall. Three feet of fill would then be placed within the retaining wall to elevate the pad for the residence to about 6 feet above sea level. Filling the Island would necessitate cutting down all the vegetation inside the retaining wall and filling 0.15 acres of jurisdictional wetlands consisting of mangroves and other wetland species. In the initial application, utilities were going to be provided by directionally-drilling a forced sewer main, water line, electric, cable, phone, and natural gas line from State Road A1A on Singer Island, under sovereign submerged lands in the Lake Worth Lagoon, to Little Munyon. In concerns expressed in the RAI about resource impacts and extension of utilities to an undeveloped coastal island, Simmons deleted the subaqueous utility lines in the modification on March 10, 2000. June Modification During a low, low (spring) tide in April 2000, CZR noticed for the first time that there was a sand bar between the northern third of the sunken barge and Little Munyon Island. In June of 2000, Simmons again modified his application to shift the docking facility back north so that the access pier was aligned with the sand bar. Simmons also proposed to extend the dock out into deeper water, making the dock 376 feet long, and placing the last 33 feet of the dock and the entire terminal platform (a total of 1,230 square feet) on and over sovereign submerged lands. The terminal end of the dock was modified to be 100 feet long by 10 feet wide. The width of the access pier also reduced generally to ten feet; however, over a stretch of 70 feet of the access pier to the west of the sunken barge (where it crossed lush seagrasses), the width of permanent concrete access pier was further reduced to four feet. (Three-foot high, hinged, grated railings designed to fold down would widen the access pier to ten feet on demand. See Finding 37, infra.) These modification reduced the overall size of the docking facility to 4,240 square feet. In addition, the decking was elevated higher, to 5 feet above mean high water (MHW). The mooring piles on the east side of the terminal platform (now over lush seagrasses) were deleted. The house pad and retaining wall were not changed from the initial filing. Having dropped the idea of subaqueous utilities, Simmons proposed "self contained utilities" consisting of: Water - Well with reverse osmosis (RO) plant, as necessary, for potable water. Water for irrigation and toilets will be reused on-site treated wastewater. Drinking water will likely be bottled. Wastewater treatment - Treatment by small on-site package plant, not septic tank. Power - Solar with backup generator. No specifics or analysis of the impacts from these systems were provided, and no assurances were given that they would not pollute. The June modification also proposed mitigation for the loss of the 0.15 acres of wetlands on the island that would be filled. Simmons proposed placement of rip-rap breakwaters just landward of the existing limit of seagrass, or further landward, to provide wave and scouring protection and planting of mangrove and other species landward of the rip-rap. It was suggested that seagrasses also would propagate landward of the rip-rap. In an August 2000 response to DEP's RAI, Simmons detailed the mitigation plan. Under the plan, 350 linear feet of rip-rap breakwaters would be placed along the northwestern and southwestern shores of Little Munyon Island, and the area landward of the breakwaters would be planted with red and black mangrove and smooth cordgrass. Exotic vegetation would be removed from the mitigation areas. Under the plan, 0.31 acres of high quality wetlands would be created to mitigate for the loss of 0.15 acres of jurisdictional wetland fill. DEP Denies Application, as Modified On November 9, 2000, DEP issued a Consolidated Notice of Denial of Environmental Resource Permit and Consent to Use Sovereign Submerged Lands. Discussion focused on impacts on seagrasses, impacts from the proposed utilities, and the mitigation plan. Although DEP noted that the size of the project was reduced from the original application, it concluded that the "dock will still have shading impacts on seagrasses, including Johnson's grass (Halophila johnsonii), a federally-listed threatened species." DEP also noted that the construction of the breakwaters could potentially impact seagrasses. Additional reasons for denial involved the utilities proposed for the uplands. DEP wrote: "The proposed utilities (RO plant, package plant) have a potential for impacts to the Lake Worth Lagoon (Class III Waters) through both a potential discharge and from long-term degradation. Also, no details on the use (short-term or permanent residency) or maintenance of the utilities was provided, both of which could affect how well the utilities function and whether they could affect water quality or habitat." DEP also noted that the proposed mitigation "does not create wetlands. It replaces 0.31 acres of submerged and intertidal habitat with 0.31 acres of mangroves and cordgrass habitat." It was also mentioned that anticipated trimming of mangroves would further reduce the value of mitigation. DEP concluded that Simmons had "not provided reasonable assurance that the construction and operation of the activity, considering the direct, secondary and cumulative impacts, will comply with Part IV of Chapter 373, F.S., and the rules adopted thereunder." DEP specifically concluded the proposal did not meet the balancing criteria set forth in Section 373.414, Florida Statutes, and Rules 62-330, 40E-4.301 and 40E-4.302. Third Modification and DEP Intent to Issue Simmons and his lawyer and consultant met with DEP staff in November of 2000. A site visit was made on December 8, 2000. After the meeting and site visit, Simmons proposed to further modify the project in several respects. The portion of the dock that was previously reduced to 4 feet in width was proposed to be constructed with a grated deck. The dock was elevated from 5.0 feet above MHW to 5.25 feet above MHW measured at the top of the deck. The design of the rest of the dock remained the same. No changes were proposed to the retaining wall or filling of wetlands. As for utilities, Simmons proposed the "Little Munyon Island Power and Sewerage Plan" This plan represented that 90 percent of the complex's power would be provided by solar energy, producing approximately 72 kilowatts (kW) of electricity. The plan also stated: "Water treatment both for drinking and waste waters will be processed through Atlantis Water treatment Auto Flash systems. This approach will use waste heat to evaporate and clean the water. This process will return used waters to potable with no more than 5 percent effluent. Any effluent will be secured and containerized and periodically (2xs per year) removed from the island." An "auto-flash" system creates distilled potable water using waste heat to evaporate all water from the effluent. The new Little Munyon Island Power and Sewerage Plan did not mention the use of irrigation waters on Little Munyon Island. DEP's staff reviewer understood from the new plan that there would be no wastewater irrigation on Little Munyon Island and that all waste would be processed by distillation, i.e., potable water. As for the mitigation plan, the two previously- proposed rip-rap breakwaters were modified to reduce their footprints, and the southern breakwater was moved somewhat landward at the southern end to avoid seagrasses. A third breakwater was added to the north side of the island. This increased the amount of mitigation area from 0.31 to 0.36 acres. In addition, Simmons submitted a revised mitigation plan to plant mangroves and spartina behind the breakwaters. Simmons also offered to record a conservation easement on the 16 acres of privately-owned submerged lands surrounding Little Munyon Island. DEP issued a Consolidated Notice of Intent to Issue Environmental Resource Permit and Consent to Use Sovereign Submerged Lands on March 12, 2001. In recommending this action, DEP's staff reviewer understood that there would be no discharge whatsoever on the island under the "Little Munyon Island Power and Sewerage Plan," and that all wastewater would be recycled and reused. Specific Condition (18) stated: "Power and wastewater service for the island shall be provided as described in the attached 'Little Munyon Island power and sewerage plan'. No discharge of effluent is authorized on the island." DEP's staff reviewer understood the permit to mean that "water, the material that comes out . . . of the other end of the waste water system" would not be discharged on the island. If DEP's staff reviewer knew Simmons was planning to use another system to treat wastewater or was planning to discharge reuse water on the island, it "would have been a concern," and he "would have questions about what that involved." He agreed that "spray irrigation would have been a concern" and would have raised issues related to the level of treatment, water quality and quantity and runoff from the upland part of the island into the waters of the Lake Worth Lagoon. The main concern would have been nutrients. In granting the revised application, DEP reversed its previous conclusions that Simmons had not complied with applicable statutory and rule criteria, and specifically found that "the Department has determined, pursuant to Section 380.0651(3)(e), F.S., that the facility is located so that it will not adversely impact Outstanding Florida Waters or Class III waters, and will not contribute to boat traffic in a manner that will adversely impact the manatee." The Challengers The proposed project is opposed by Petitioner, Singer Island Civic Association, Inc. (SICA), and by Intervenor, 1000 Friends of Florida, Inc. (Friends). SICA and Friends are both Florida corporations. SICA commenced this proceeding by filing a verified Petition for Administrative Hearing. Friends filed a verified Petition to Intervene. It was stipulated that SICA and Friends have standing as Florida citizens under Section 403.412(5). SICA also asserted standing based on the proposed project's effects on its substantial interests and those of its members. SICA is a membership organization with 1,200 members, who reside on Singer Island. SICA has an office located at 1281 North Ocean Drive, Singer Island, Florida. It also owns submerged real property in the Lake Worth Lagoon just west of and adjacent to Singer Island. SICA's membership includes individuals and condominium associations. Several individual members and condominium association members own property that borders State Road AIA on Singer Island. Some have riparian rights to the Lake Worth Lagoon. SICA performed a survey of its members and received 330 responses. Ninety percent of those responding believed they would be affected by the proposed project. More than 75 percent said they fished in the Lagoon and believed the project would hurt fishing; 80 percent said they enjoy and study the wildlife around the Lagoon; and 72 percent believed wildlife viewing would be impacted by the project. Members of SICA use the Lake Worth Lagoon for boating, fishing, recreation, or enjoyment of wildlife. The membership and the corporation are concerned about the potential of the project to pollute the Lake Worth Lagoon and adversely affect the environmental resources of the Lagoon. SICA's purpose includes the preservation of the environmental resources of the Lake Worth Lagoon and opposition to proposals to fill the submerged lands along State Road AIA. The type of relief sought by SICA in this action is the type of relief that is proper for the corporation to seek on behalf of its members. Both SICA and a substantial number of its members are substantially affected by Simmons' proposed project. A number of issues raised by SICA and Friends were dropped by the time the parties filed their Prehearing Stipulation. SICA and Friends further refined their claims at final hearing. The remaining challenges to the project focus on turbidity and shading of seagrasses caused by the construction and operation of the project, as well as on the potential secondary impacts of utilities proposed to serve the residence on the island. Direct Impacts from Proposed Dock The proposed dock is significantly larger than a typical private, single-family dock. No other of its proportions can be found in Palm Beach County. Typically, private, single-family docks are four-feet wide and made of wood, with spaced wooden planks for decking. The proposed docking facility's size and construction technique are more typical of a commercial docking facility. A docking facility of the size and kind proposed is not required for reasonable access to Little Munyon Island. Rather, it is required for construction and maintenance of a 8,000 to 10,000 square-foot residence, plus swimming pool, that will be worth $12 million to $15 million when completed. A less intense use of the island would have fewer impacts on the environment. Alternatively, there are other ways to build a house on the island without constructing a permanent dock of this size. Simmons might be able to push a barge temporarily up to the island, construct the house and then mitigate for the temporary impacts of beaching the barge. Simmons also might be able to construct a temporary span of trusses, a system used by the Florida Department of Transportation when working on coastal islands. The amount of shading caused by a docking facility is influenced by numerous factors. But if other factors are equal, generally the larger the surface area of the dock, the more shading occurs; likewise, solid poured concrete decking shades twice as much as grated decking material. As a result, all other factors being equal, the proposed dock will produce more shade than a typical private, single-family dock. In addition, there is a halo effect around the footprint of a dock that is about 2.25 times the square footage of the dock. The area under solid concrete decking will receive no sunlight. No seagrasses will ever grow in this area, eliminating possible recruitment of seagrasses in this area. Simmons made a laudable effort to locate, configure, and orient his proposed docking facility so as to reduce the shading impact of the dock's footprint and halo effect. The use of grated material over the area of greatest seagrass cover also was appropriate. But shading impacts and halo effects were not avoided entirely. In its April 2000 biological survey, CZR depicted an area approximately 40 feet wide by 250 feet long between the west of Little Munyon Island and a sunken barge as a "barren," meaning it had no seagrasses. Clearly, sand has built up over the years in this area due to influence of the sunken barge, and parts of the sandbar may be exposed at every mean low tide. This area may be devoid of seagrasses. But other parts of the sandbar may only be exposed at every low, low (spring) tide and may not actually be "barren." An onsite inspection and video tape of the area was made by Carman Vare of the Palm Beach County Division of Environmental and Resources Management in August of 2001. This inspection and video confirmed that there were no seagrasses in the sandy area from the mean high tide line on Little Munyon Island running west along the proposed footprint of the dock for a distance of approximately 130 feet. But at a point approximately 130 feet from shore, within 5 feet north of the tape placed at the presumed centerline of the proposed dock and sandy area, Vare began to find rhizomes (roots) of Cuban Shoal Grass (Halodule wrightii) in the sediment. Rhizomes of this seagrass continued to be found out to approximately 182 feet from the shore. At that point, sparse patches of Johnson Seagrass began approximately 5-10 feet north of the tape. This type of grass continued to be found to a point roughly 205 feet from the shore. From 205 feet to 215 feet from the shore, Cuban Shoal Grass rhizomes reappeared. There were no seagrasses from 215 feet to the east edge of the barge, which is approximately 243 from the shore. The area around the barge has been scoured out by waves and currents. It is possible that Vare placed his tape somewhat north of the actual centerline of the proposed dock. It is not clear from the evidence, but a sunken piling Vare swam over at one point may have been north of the centerline of the proposed dock. Also, while no seagrasses were observed when Vare swam south of the tape, Vare did not swim further than 5 to 10 feet south of the tape, so he did not know how far south of his transect line the area was barren of seagrasses. In any event, it was clear that the entire area depicted by CZR as "barren" was not in fact completely devoid of seagrasses; there were seagrasses and seagrass rhizomes either within the footprint of the proposed dock in the 110 feet or so east of the sunken barge, or very close to the north of the footprint in that locale. The sunken barge is made of decomposing wood. It is about 30 feet wide and about 100 feet long. It is often exposed at low tides, but is submerged during high tides. While there are no seagrasses growing in the barge, the barge is providing some fish habitat. If the barge were removed, seagrasses probably would re-colonize the area. West of the barge for approximately 50 feet is a colony of lush Cuban Shoal Grass. Coverage is sparse very near the barge but quickly thickens to the west to approximately 75 percent coverage. (CZR mischaracterized the density of this grass as 30 percent, perhaps in part because CZR did not conduct its surveys during the optimal growing season). From 50 to 70 feet west of the barge, CZR found moderate (30 percent) cover of Paddle Grass (Halophila decipiens). There are no grasses from 70 to 103 feet west of the barge. However, CZR found moderate (30 percent) cover of Paddle Grass south of the proposed footprint of the access dock and east of the terminal platform, extending south past the end of the terminal platform. The proposed terminal platform is in approximately 8-9 feet of water. The sediments under the terminal platform are composed of sand, silt, clays and organic materials. There are no grasses under the proposed terminal platform. The terminal platform would be directly over lush beds of Halophila decipiens (paddle grass) and Halodule wrightii (shoal grass) if the proposed dock were shortened by 35 feet, as Simmons has suggested to avoid having to obtain consent of use of sovereign submerged lands. Secondary Impacts from Proposed Dock As indicated, Simmons plans to use the proposed docking facility for construction and maintenance of a 8,000 to 10,000 square foot residence. He plans to use 55-foot long construction barges, drawing 3-4 feet of water, to bring fill, rocks, and other construction materials to Little Munyon Island. The barges will be moored to the western side of the proposed terminal platform. The use of construction barges will cause turbidity during construction. Simmons proposes to offload tons of fill from the barge and carry this fill over the dock to Little Munyon Island. One estimate was that, if Simmons used barges 120-130 feet long and capable of hauling 300 tons of fill, he would need to deliver 27-30 barge loads of fill to the dock. There is a reasonable likelihood that some of this fill will fall into the water. Simmons provided no analysis of the impacts of offloading and delivering this much fill to the island. There was no evidence of how Simmons planned to move sand around to fill the island, or its potential to cause turbidity. The location of the proposed dock in this case complicates the navigation of barges and vessels to and from the dock. Little Munyon Island is roughly centered in the Lake Worth Lagoon; and, except for some protection from the island itself, the dock is fully exposed to wind from all directions. Meanwhile, the "sail effect" of large boats adds to the difficulty of navigating them in the wind. The proposed dock also is exposed to the full effect of the current. A tidal range of a couple of feet can cause a current of about 1-2 knots; mean tidal range in the location of the proposed dock is as much as 2.8 to 2.9 feet. Finally, the proposed dock is near the ICW, which has a lot of boat traffic and wake. All of these factors can affect maneuverability of boats, create closure problems, or push the boats away from the dock. Unless Simmons wants to run the serious risk of losing control of the construction barges and inadvertently damaging seagrass beds, he will have to use a tug with significant maneuvering power. Tugs create more hydraulic thrust than other vessels because they generate more torque. Tugs also have more prop wash than most boats because they have deeper draft and larger propellers, in the range of 3 1/2 feet in diameter. The proposed dock was designed to moor a vessel up to 120-foot long parallel to the western side of the terminal platform when not being used for construction barges. If not being used for either barges or one large vessel, the mooring could accommodate two vessels of between 50-60 feet in length. Although not contemplated or ideal, it would be physically possible to moor three large vessels west of and perpendicular to the terminal platform inside the four mooring piles located 40 feet off the terminal platform. (These piles are 33 feet apart and designed to secure the construction barges, or one large vessel, parallel to the western side of the terminal platform.) While there are railings on the access pier to discourage mooring, there are no railings on the terminal platform. It also would be possible to moor boats on the east side of the terminal platform, which would be over lush seagrass beds. Simmons plans to moor his boat there when the western side is occupied by construction barges. Boats of 50-60 feet usually have twin inboard engines that range from 400 to 600 horsepower each. They can have propellers of between 26-30 inches in diameter. The engines and propellers are installed in a declining angle on such boats with the thrust vector pointing downward toward the bottom. Boats in this size range generally of draw 4-6 feet of water depending on the size and type of the vessel. A 70- foot trawler draws 6 feet of water. Unlike outboard engines (which also typically are lower-powered), inboard engines do not turn. Larger vessels move around by employing differential power. With twin inboard engines, navigation can by accomplished by using power pulsing, using the engines at different speeds, or by making one engine push forward and the other push in reverse. Winds and currents increase the need to use pulse powering to maneuver into and away from docks. For these reasons, the operation of 50-60 foot boats even in 5-10 feet of water can disturb the bottom through hydraulic scouring. As indicated, tug boats maneuvering a barge can scour the bottom even more. DEP's staff concluded that the operation of the dock would have no effect on seagrasses and sediments and would not cause turbidity or scouring problems in part by applying a longstanding policy which assumes that turbidity will not be a concern if one foot of water is maintained between boats using a dock and the bottom. The permit contains a condition that Simmons maintain one foot below boats. The so-called one-foot rule was designed for small, outboard-powered boats. As larger and more powerful vessels have increasingly used Florida's relatively shallow waters, the rule has become antiquated and ineffective for protection of marine resources from scouring and turbidity. Certainly, it will not be effective to minimize the impacts of scouring and turbidity from vessels of the size authorized and expected to use this dock. The so-called one-foot rule also does not differentiate between types of sediments. There is a "hole" approximately under and just west of the northernmost 60 feet of the proposed terminal platform; the hole also extends to the north beyond the proposed terminal platform. The water in the "hole" is approximately 8 feet deeper than the surrounding areas. The "hole" has been there for years. It could have been caused by dredging back in the 1940s. It also is just west of where a previous dock was located and could have been caused by prop-dredging (or perhaps by a paddlewheel, which used the mid-1960s). The "hole" is a silt trap. There is approximately 5 feet of silt in the bottom of the "hole." The sediment in the hole consists of very fine particles of muck and silt, with some decomposing drift algae. The silts in the "hole" probably come from the Earman River, which drains urbanized areas of North Palm Beach and discharges into the Lake Worth Lagoon just across the Lagoon from the site. There are no seagrasses in the "hole." Neither CZR nor DEP knew the "hole" was there. CZR did not identify it on its biological survey. Simmons provided no analysis of the sediments in the hole or in the mooring area of the proposed dock. DEP provided no analysis or testimony of the effect of the sediments in the "hole" on turbidity and water quality. Silts and muck cause turbidity, which is a measure of water clarity. Re-suspended mucks and silts can impact seagrasses by reducing light penetration through the water and by settling on their leaves. Silts stirred up from the operation of tugboats and large boats at the end of the proposed dock could settle on the grasses under the 4-foot grated area and negatively impact the very seagrasses that DEP was trying to protect. Once re-suspended, sediments can persist in the water column for 20-40 minutes, depending on the currents. A knot or two of current can suspend silts for half an hour and transport them a mile away. On an incoming tide, such a current could transport re-suspended sediments toward and into MacArthur State Park, just 1,100 feet away. To determine the extent of degradation of the turbidity standard in the OFW of the State Park, DEP would have to know the background turbidity in the Park. Neither Simmons nor DEP did a hydrographic survey or any other analysis of the project for its effect on the OFW. Farther west of the proposed terminal platform, the bottom rises out of the "hole" to a depth of 8-9 feet. Starting there, and extending west all the way to the edge of the ICW, there is sparse but continuous Paddle Grass (Halophila decipiens). Allison Holzhausen, an environmental analyst with Palm Beach County, has run transects throughout the area of Lake Worth Lagoon between the proposed terminal platform and the ICW and has not found any place in that area where seagrasses did not grow. Water depths in this area do not exceed approximately 14 feet. Depending on water clarity, Paddle Grass can grow in deep waters and have been found in water up to 25 meters deep in the Atlantic Ocean off Palm Beach County. CZR provided no biological survey of the seagrass communities west of the mooring area, nor did it analyze the resources or do a bathymetric survey of the area between the proposed dock and Simmons's dock on the mainland west of the ICW. This information would be needed to determine whether the operation of Simmons's boat to and from the dock on a continuing basis would impact seagrasses and to locate the best place for a channel. If the proposed dock were shortened by 35 feet, as Simmons has suggested to avoid having to obtain consent of use, the terminal platform and mooring areas would be directly over lush seagrass beds. In addition, the water there would be just 6.4 feet, or less, at MLW (mean low water); there was no evidence of detailed bathymetric information in the area. Depths would be even lower at low, low (spring) tides. Several witnesses testified that the 7.4 foot depth in the area indicated on Sheet 3 of 5 of the Plan View in Simmon's application was at MLW. But Sheet 3 of 5 indicates that "datum is NGVD," meaning the National Geodetic Vertical Datum of 1929, and Sheet 4 of 5 of the Plan View indicates that MLW is approximately a foot less than NGVD. Impacts on seagrasses from scouring and turbidity would be even greater if the proposed dock is shortened by 35 feet. Secondary Impacts of Wetland Fill When DEP gave notice of intent to issue the Permit, it was operating under the assumption and promise that there would be "no discharge" of wastewater on Little Munyon Island. Under the proposed "Auto-Flash" wastewater system, the only effluent would be solid "sludge," which would be removed from the island twice a year. This assumption continued into final hearing. On August 7, 2001--after the permit was issued, and just a couple of weeks before final hearing--Simmons proposed a different type of wastewater treatment system that would spray-irrigate treated wastewater. The new proposed system would provide aerobic and anaerobic treatment, filter the effluent, chlorinate it, and then spray it at a rate of up to 1,040 gallons per day onto the surface of the Little Munyon Island within approximately 50 feet of the water's edge. In effect, Simmons went back to his original proposal for a "waste water treatment/treatment by small on- site package plant not septic tank . . . water for irrigation and toilets will be re-used onsite treated wastewater." This system was rejected by DEP in its denial of November 4, 2000, because it lacked information on the facility and whether there would be a discharge. DEP's engineers did not review the system again after August 7, 2001. The disposal of treated effluent from the onsite sewage treatment plant raises legitimate concerns over the potential of the proposed utilities to impact surface waters. Simmons's engineer, John Potts, conceded that there will be nutrients in the wastewater. Nutrients from wastewater can cause algae to grow, which affects the health of seagrasses. Potts was unable to provide detail as to the amount of nutrients and other constituents of the wastewater. DEP's experts were not familiar with the criteria for reuse of treated effluent. DEP did not know the transmissivity of the fill and could not say whether treated effluent sprayed on the island would percolate through the fill and run into the Lagoon across the top of the rock strata on the island. Potts did not know how stormwater would be handled on the island; a proposed stormwater system has yet to be designed. For that reason, Potts could not say whether the sprayed treated effluent could reach the Lake Worth Lagoon. DEP also did not know how stormwater was proposed to be treated on site. The solar power system proposed in the Little Munyon Island Power and Sewage Plan would only produce only 31 kW of power and provide 19 percent of the complex's power and at peak times, not the 90 percent estimated by Simmons's consultants. In effect, the propane generator was not a "backup," as suggested, but the main power source for the house and utilities and only source of power for the wastewater treatment system, since the generator must be running to provide waste heat for the wastewater system to work. Instead of two available sources of electrical power for the wastewater treatment system in case one failed, there is really only one, the propane generator. The lack of any backup for the sewage treatment system increases its potential to fail and adversely affect surface water quality and the marine environment of the Lake Worth Lagoon. DEP did not analyze stormwater or the discharge of treated wastewater and its effect on surrounding waters, stating: "Typically we don't review storm water for single family residences." But Simmons's proposed project is not a typical single family residence. In rebuttal, Simmons put on evidence that there would be approximately 14,800 square feet between the retaining wall and the 50-foot setback line and that the depth of 1,000 gallons of sprayed treated wastewater would be only one-tenth of an inch if sprayed equally over that entire area. Evapotranspiration alone would account for the entire 1,000 gallons, according to the Basis of Review of the South Florida Water Management District. But the evidence was not clear as to how much of the 14,800 square feet between the retaining wall and the 50-foot setback would be available for spray irrigation. The weight of the evidence was that Simmons failed to provide reasonable assurances that the disposal of wastewater on the island will not have adverse impacts on the marine resources of the Lake Worth Lagoon unless a specific conditions were added to the permit: that a properly designed and constructed stormwater system be established prior to operation of the sewage treatment facility; and that backup systems and emergency procedures be established in the event of any failure of the main system.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection enter a final order denying the application of Robert Simmons, Jr., for an ERP and Consent of Use for his proposed docking facility. DONE AND ENTERED this 16th day of November, 2001, in Tallahassee, Leon County, Florida. Hearings Hearings ___________________________________ J. LAWRENCE JOHNSTON Administrative Law Judge Division of Administrative 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 this 16th day of November, 2001. COPIES FURNISHED: Ernest A. Cox, Esquire Gunster, Yoakley & Stewart, P.A. 777 South Flagler Drive Suite 500E West Palm Beach, Florida 33401-6161 Francine M. Ffolkes, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard The Douglas Building, Mail Station 35 Tallahassee, Florida 32399-3000 Rod Tennyson, Esquire 1801 Australian Avenue, Suite 101 West Palm Beach, Florida 33409 Terrell K. Arline, Esquire 1000 Friends of Florida, Inc. 926 East Park Avenue Tallahassee, Florida 32301 Kathy C. Carter, Agency Clerk Office of General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 35 Tallahassee, Florida 32399-3000 Teri L. Donaldson, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 35 Tallahassee, Florida 32399-3000
Findings Of Fact Having considered the testimony and exhibits, observed the witnesses and determined that the expert opinions of the witnesses presented by the Petitioner should be accorded greater weight than that of the Respondent, the following findings of fact are made: The Petitioner, James F. Baer, and his family own two contiguous parcels of land between the Atlantic Ocean and U.S. Highway 1 at mile marker 88, Plantation Key, Monroe County, Florida. One tract was purchased in 1974, and the other in October-November, 1979. Together, the tracts are about five acres, 300 feet deep. The acquisitions involved an attempt to maintain the property in its natural state as a single-family estate, provided some type of facility for Petitioner's boats could be made. Approval has been sought since 1976 for an upland basin, then a dock and breakwater and now the instant application. Baer's alternative proposal of using the area immediately south of the existing mole and channel owned by Chambers, contiguous on the north, also has merit; however, DER personnel also opposed this offered compromise. The Petitioner's expert witnesses concluded that the construction and use of the proposed project would not adversely impact on the water quality or biological resources, nor interfere with navigation. The offshore bottom is typical of Class III waters on the ocean side of the Keys. The bottom, cap rock covered with some sediment, slopes down very gradually seaward. To a depth of five feet, other than sparse, and an occasional patch of turtle grass or shoal weed, the area does not have nursery capabilities. The lower food chain animals that exist at the site would not be adversely affected. Also, to the five-foot level, the wave and tidal action, even in channels, produces a flushing action that maintains the water-quality standards. Local approval had not been obtained by the Petitioner since DER had not timely furnished the required biological assessment that is forwarded to the local authority. Also, the payment to the Department of Natural Resources for removal of material in dredging the channel and basin is tantamount to the approval of the use of state-owned lands. According to Petitioner's photography (Exhibit P 10), this property appears to be the last one in the area that would seek such a facility. To deny the facility might encourage the Petitioner to sell the land for a high-density condominium project. DER's concern with the cumulative effect of the project (Exhibit P 6, page 4) is opinion unsupported by any facts.
Recommendation From the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the Department of Environmental Regulation issue a permit to authorize the Petitioner to construct and use a boating facility at the northern boundary of his daughter's property to consist of a channel, turning basin, breakwater and boat dock/pier, more specifically, a five-foot-deep x 25- foot-wide channel adjacent to and in connection with the Chamber's channel, a quarry-stone breakwater the same distance seaward as the Chamber's mole, a five- foot-deep 70 foot x 100 foot-turning basin landward from the breakwater, with a boat dock/pier from the breakwater to the upland. Alternatively, it is RECOMMENDED that the Department of Environmental Regulation issue a permit to authorize the Petitioner to construct and use the boating facilities as contained in his application. DONE and ENTERED this 29th day of January, 1981, in Tallahassee, Florida. H. E. SMITHERS, Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 29th day of January, 1981. COPIES FURNISHED: Miriam Maer, Esq. 888 Brickell Avenue Second Floor Miami, FL 33129 Ray Allen, Esq. Assistant General Counsel Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32301
