The Issue The issue in this case is whether the Respondents, Kelly Endres and Ifrain Lima (Endres/Lima), are entitled to an Environmental Resource Permit (ERP) that would allow use of 0.535 acres of previously impacted wetlands for the construction of a single-family residence and associated structures, a 30' x 30' private dock with a 4' access walkway, and a 12' wide boat ramp (Project) at 160 Long Acres Lane, Oviedo, Florida (Property).
Findings Of Fact The following Findings of Fact are based on the stipulations of the parties and the evidence adduced at the final hearing. The Parties The Department is the administrative agency of the state statutorily charged with, among other things, protecting Florida's air and water resources. The Department administers and enforces certain provisions of chapter 373, part IV, Florida Statutes, and the rules promulgated, thereunder, in the Florida Administrative Code. Under that authority, the Department determines whether to issue or deny applications for ERPs. Respondents Endres/Lima own the Property and are the applicants for the ERP at issue in this consolidated proceeding. Petitioner Meier is a neighboring property owner to the south of the Property. Petitioner Meier's property includes a single-family residence with accessory structures and is located on Long Lake. Petitioner Meier is concerned that the NOI provides inadequate environmental protections and that there will be flooding on adjacent properties from the Project. Petitioner Hacker is the neighboring property owner adjacent to the south of the Property. Petitioner Hacker's property includes a single-family residence with accessory structures and is located on Long Lake. He is concerned with the completeness of the application for the Project, the calculation of wetland impacts, that reasonable assurances were provided, and that the Department's NOI ignores willful negligence and allows disparate treatment of Respondents Endres/Lima. Petitioner Kochmann is a property owner with a single-family residence and accessory structures located on Long Lake. She is concerned that the NOI is based on a misleading application and provides no evidence that the Respondents Endres/Lima made reasonable efforts to eliminate and reduce impacts detrimental to the environment. History of the Project and Application On April 12, 2018, Respondents Endres/Lima applied for an ERP for proposed wetland impacts associated with a planned single-family home on the Property. This was the first ERP application for the Property. The Department sent a Request for Additional Information (RAI) on April 24, 2018, and a second RAI on November 2, 2018. Respondents Endres/Lima provided a Mitigation Service Area Rule Analysis for "As If In-Basin" for the Lake X Mitigation Bank for the St. Johns River Water Management District Basins to the Department via email on May 10, 2018. Respondents Endres/Lima submitted revised plans to the Department on September 19, and October 30, 2018. On January 7, 2019, the Department denied the ERP application. The Department and Respondents Endres/Lima, on July 18, 2019, entered into a Consent Order (CO). The Department found, and Respondents Endres/Lima admitted, that approximately 0.80 acres of jurisdictional wetlands were dredged and filled without a valid ERP from the Department; and was done with improperly installed erosion and sedimentation controls. On August 22, 2019, Respondents Endres/Lima submitted a second ERP application. The Department sent an RAI on September 20, 2019, to which Respondents Endres/Lima responded on December 19, 2019. In addition, Respondents Endres/Lima reserved 0.60 of forested Uniform Mitigation Assessment Method (UMAM) wetland credits from the Lake X Mitigation Bank and provided the Department with an updated site plan and Lake X Mitigation Bank credit reservation letter. The Department issued an NOI on February 7, 2020, which was timely published in the Sanford Herald on February 9, 2020. Respondents Endres/Lima provided timely proof of publication to the Department on February 13, 2020. Consent Order and Compliance A warning letter was issued to Respondents Endres/Lima on January 30, 2019, for the dredging and filling of approximately 0.80 acres of forested wetlands and improper installation of erosion and sedimentation control. The CO, executed on July 18, 2019, required Respondents Endres/Lima to cease any dredging, filling, or construction activities on the Property, submit an application for an Individual ERP within 30 days, and pay $5,599.00 in penalties and the Department's costs and expenses. After the issuance of an ERP, Respondents Endres/Lima were also required to implement the restoration actions outlined in the CO. Respondents’ Endres/Lima’s application, dated August 19, 2020, was submitted to the Department on August 22, 2020. Respondents Endres/Lima paid the CO's penalties and costs, and had multiple meetings with the Department to complete the requirements of the CO. Respondents Endres/Lima’s expert, Mr. Exner, testified that he began working on a restoration plan for the Property, which will be provided to the Department once an ERP is issued. Permitting Criteria The Department reviewed the complete application and determined that it satisfied the conditions for issuance under Florida Administrative Code Rule 62-330.301, and the applicable sections of the ERP Applicant's Handbook Volume I (AH Vol. I). The Department also considered the seven criteria in rule 62-330.302 and section 373.414(1)(a), and determined that implementing the Project would not be contrary to the public interest. Water Quantity, Flooding, Surface Water Storage and Conveyance Respondents’ Endres/Lima's civil engineering expert, Mr. Herbert, testified that according to the drainage design, the Property would have swales on either side of the proposed residence to slope water away from the residence. There would also be a conveyance swale on the north property boundary to convey water from the street area and front yard toward the restoration and wetland areas with ultimate discharge to Long Lake. He stated that the elevation of the road at the front of the Property would be at 47.4 feet, and the elevation at the terminus of the swale would be at 45 feet. This would allow a 2.4-foot vertical fall for the swales to convey water to the lake. The design would preserve pre-development surface water flow over the Property to Long Lake, which is the lowest elevation in the area, and will ensure that storm water does not flood adjacent properties. Mr. Herbert also testified that the Project design would maintain pre-development water storage capacity. The imported fill that is currently on the Property in the flood plain would be removed and reshaped so that the lake elevation would be maintained and water can flow correctly. Elimination or Reduction of Impacts and Mitigation Respondents Endres/Lima provided the Department with design modifications to reduce impacts associated with the Project. These included a 15-foot restoration buffer along the lake front's northern shoreline, an elevated access walkway five feet above the wetland restoration area to the proposed dock, limiting the width of the access walk to four feet, and limiting the boat ramp width to a single-lane. In June 2015, an informal wetlands determination was conducted for the Property. The informal determination concluded that the entirety of the Property were wetlands. However, this was an informal determination and was not binding. In October 2016, before the first permit application was submitted, Mr. Exner did a wetlands delineation flagging prior to the Property being cleared or disturbed. Mr. Exner testified that, in his opinion, the Property was not all wetlands because large pines near the road had no high water marks, adventitious growth around the bases, or evidence of pine borer beetles along with other indicators of upland habitat. This wetland delineation was part of the permit submittal, was shown on the plans, was accepted by the Department, and was used for the preparation of the UMAM scoring. Mr. Exner's wetland delineation line was used by the Department to help determine and map the wetland impacts identified in the CO. The direct impact area was assessed at 0.54 acres with a secondary impact area of 0.02 acres for a total impact of 0.56 acres, and a functional loss score of 0.364. Respondents Endres/Lima reserved 0.6 forested UMAM mitigation credits, almost double the amount of functional loss under the UMAM assessment, agreed to purchase 0.46 credits. The excess mitigation bank credits implement part of a plan that provides regional ecological value and greater long-term ecological value than the area of wetland adversely affected. Secondary and Cumulative Impacts The Project's UMAM analysis assessed 0.02 acres, or 870 square feet, of secondary impacts. These impacts would be fully offset by the mitigation proposed for the Project. Petitioners' expert, Mr. Mahnken, noted three areas where he thought the application was incomplete. The first was that the site plan did not call out the location of the secondary impacts. However, Part III: Plans of Section B of the application, does not require that the site plan show the location of the secondary impacts. The application requirements for "plans" requires only the boundaries and size of the wetlands on the Property and provide the acreages of the upland areas, wetland impact areas, and the remaining untouched area. Second, Mr. Mahnken questioned the calculation performed to determine the secondary impact acreage. However, Mr. Mahnken read the information incorrectly and stated that the secondary impact area was 0.002 acres, or 87 square feet, when the UMAM score sheet clearly showed that the secondary impact area is 0.02 acres, or 870 square feet. In addition, the Department's witness, Ms. Warr, testified that even if the Department were to use Mr. Mahnken's analysis, the result would have been the same, i.e., the requirement to purchase 0.46 mitigation credits. Thus, Petitioners failed to support their claim that the Project would have adverse secondary impacts. Third, Mr. Mahnken asserted that cumulative impacts were not adequately addressed. He testified that the assessment for the Property using spill over benefits, in his opinion, was not enough to fully offset the impacts of the Project. Mr. Mahnken acknowledged, however, that his opinion was open to debate, and that he had not conducted any rigorous hydrologic evaluation in reaching his opinion. Respondents Endres/Lima had submitted a report prepared by Breedlove, Dennis & Associates (BDA Report) with their application in order to demonstrate compliance with section 10.2.8, ERP AH Vol. I, regarding cumulative impacts. The BDA Report utilized peer-reviewed hydrologic data that was reviewed and approved by the South Florida Water Management District, and was accepted by the Department pursuant to section 373.4136(6)(c). This was consistent with the Property's location within the mitigation service area for the Lake X Mitigation Bank. The Project is located within the Econlockhatchee River drainage basin, which is a nested basin within the larger St. Johns River [Canaveral Marshes to Wekiva] drainage basin. The Lake X Mitigation Bank is located outside of the Econlockhatchee River drainage basin, but the Project is located within the Lake X Mitigation Bank service area. The BDA report determined that: In summary, the Lake X Mitigation Bank is a regionally significant mitigation bank site that has direct hydrological and ecological connections to the SJRWMD basins, to include the cumulative impacts basin in which the subject property is located (i.e., SJRWMD Basin 19). The size, biodiversity, and proximity of the mitigation bank site to the SJRWMD basins, and the regionally significant hydrological connection between the mitigation bank site and the contiguous SJRWMD mitigation basins, supports the use of this mitigation bank site “as if in basin” mitigation for the Lima/Endres Wetland Fill Project. Additionally, the evaluation of factors, to include connectivity of waters, hydrology, habitat range of affected species, and water quality, demonstrates the spillover benefits that the Lake X Mitigation Bank has on the St. Johns River (Canaveral Marshes to Wekiva) mitigation basin, which includes the Econlockhatchee River Nested basin, and demonstrated that the proposed mitigation will fully offset the impacts proposed as part of the Lima/Endres Wetland Fill Project “as if in-basin” mitigation. The Lake X Mitigation Bank will protect and maintain the headwaters of two regionally significant drainage basins [i.e., the Northern Everglades Kissimmee River Watershed and the Upper St. Johns River Watershed (to include the nested Econlockhatchee River basin)], and will provide resource protection to both river systems (SFWMD Technical Staff Report, November 29, 2016). Furthermore, the permanent protection and management of the Lake X Mitigation Bank will provide spillover benefits to the SJRWMD basins located within the permitted MSA. Mr. Mahnken stated that his review of the Project did not include a hydrologic study and only looked at basic flow patterns for Long Lake. By contrast, the BDA Report included an extensive hydrologic study, looked at all required factors in section 10.2.8(b), ERP AH, Vol. I, and determined that the Project would be fully offset with the proposed mitigation. Thus, Respondents Endres/Lima provided reasonable assurance that the Project will not cause unacceptable cumulative impacts. Water Quality Rule 62-330.302(1)(e) requires that Respondents Endres/Lima provide reasonable assurance that the Project will not adversely affect the quality of receiving waters such that the state water quality standards will be violated. The conditions of the ERP would require the use of best management practices including a floating turbidity curtain/barrier, soil stabilization with grass seed or sod, and a silt fence. Respondent Endres/Lima's experts, Mr. Herbert and Mr. Exner, testified that there is an existing turbidity barrier in the lake around the property and a silt fence around the east half of the Property. While these items are not required by the Department until construction of the Project, part of the silt fence and the turbidity barrier are already installed on the Property and will be required to be repaired and properly maintained in accordance with the conditions of the ERP and Site Plan SP-2. Mr. Herbert testified that the Property will be graded in a manner that will result in a gentle sloping of the lake bank in the littoral zone, which would allow revegetation of the lake bank. Outside of the restoration area and the undisturbed wetlands, the backyard would be covered with grass to prevent migration of sand and soil discharging into the lake. Mr. Exner testified that the grass swales proposed for the Project would provide a considerable amount of nutrient uptake and filtration of surface water on the Property. Also, in the restoration area next to the lake, the restoration plan includes a dense planting plan with native species that have good nutrient uptake capability. Impacts to Fish and Wildlife Rule 62-330.301(1)(d) requires that Respondents Endres/Lima provide reasonable assurance that the Project will not adversely impact the value of functions provided to fish and wildlife and listed species by wetlands and other surface waters. Mr. Exner testified that, in his review of the Property, he did not identify any critical wildlife habitat. He visited the Property multiple times and he did not see any osprey nests, deer tracks, animal scat, gopher tortoises, or sand hill cranes. The Department's Ms. Warr testified that the Florida Fish and Wildlife Conservation Commission database was reviewed, and did not show any listed species in the area. Publication of Notice Petitioners argued that the notice published in the Sanford Herald on February 9, 2020, did not meet the requirements of section 373.413(4). Despite the notice having no effect on their ability to timely challenge the proposed ERP, Petitioners argued that the published notice was insufficient because the notice itself did not provide the name of the applicants or the address of the Project, only a link to the Department's permit file. Unlike the notice required in section 373.413(3), where a person has filed a written request for notification of any pending application affecting a particular designated area, section 373.413(4) does not specify the contents of the published notice. Section 373.413(4) does not require the published notice to include the name and address of the applicant; a brief description of the proposed activity, including any mitigation; the location of the proposed activity, including whether it is located within an Outstanding Florida Water or aquatic preserve; a map identifying the location of the proposed activity subject to the application; a depiction of the proposed activity subject to the application; or a name or number identifying the application and the office where the application can be inspected. In response to the published notice, the Department received approximately ten petitions challenging the NOI, including the petitions timely filed by Petitioners. Therefore, Petitioners were not harmed by any information alleged to have been left out of the published notice. Ultimate Findings Respondents Endres/Lima provided reasonable assurance that the Project will not cause adverse water quantity impacts to receiving waters and adjacent lands; will not cause adverse flooding to on-site or off-site property; and will not cause adverse impacts to existing surface water storage and conveyance capabilities. Respondents Endres/Lima provided reasonable assurance that the Project complied with elimination and reduction of impacts, and proposed more than adequate mitigation. Respondents Endres/Lima provided reasonable assurance that the Project will not cause adverse secondary impacts to water resources; and unacceptable cumulative impacts to wetlands and other surface waters within the same drainage basin. Respondents Endres/Lima provided reasonable assurance that the Project will not cause adverse water quality impacts to receiving water bodies. Respondents Endres/Lima provided reasonable assurance that the Project will not adversely impact the value of functions provided to fish and wildlife, and listed species by wetlands, or other surface waters. Petitioners failed to prove lack of reasonable assurance by a preponderance of the competent substantial evidence.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department enter a Final Order granting Respondents’ Endres/Lima's ERP application. DONE AND ENTERED this 1st day of December, 2020, in Tallahassee, Leon County, Florida. S FRANCINE M. FFOLKES Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us COPIES FURNISHED: Filed with the Clerk of the Division of Administrative Hearings this 1st day of December, 2020. Jay Patrick Reynolds, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 35 Tallahassee, Florida 32399 (eServed) Neysa Borkert, Esquire Garganese, Weiss, D'Agresta and Salzman 111 North Orange Avenue Post Office Box 398 Orlando, Florida 32802 (eServed) Tracy L. Kochmann 249 Carolyn Drive Oviedo, Florida 32765 (eServed) Shelley M. Meier 208 Long Acres Lane Oviedo, Florida 32765 (eServed) Brian Hacker 170 Long Acres Lane Oviedo, Florida 32765 (eServed) Lea Crandall, Agency Clerk Department of Environmental Protection Douglas Building, Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399 (eServed) Justin G. Wolfe, General Counsel Department of Environmental Protection Legal Department, Suite 1051-J Douglas Building, Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399 (eServed) Noah Valenstein, Secretary Department of Environmental Protection Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399 (eServed)
Findings Of Fact The Petitioner Kirchhoff owns property bounded by the St. Johns River, and by U.S. Highway 17 and 92 in Seminole County, Florida. A legal description of the property is set out on a plat of survey which was received in evidence as Petitioners Exhibit 3. The state has recently constructed a boat ramp in close proximity to the property. The Petitioner Glover proposed to Kirchhoff that the land be developed as a fish camp. Petitioners were successful in getting the land zoned in order to allow for construction of a fish camp. A one quarter acre plot within the land owned by Kirchhoff was designated by the Petitioners as the site for their proposed fish camp. Much of this one quarter acre is low and wet, and a landfill is essential to Petitioners' plans. Petitioners' landfill and construction plans are described in the original application which Petitioners submitted to the Respondent. The application, and attached drawings show an approximately 100' x 100' landfill. The location of the landfill is marked with a red pencil on the aerial photograph map which was received in evidence as Petitioners' Exhibit 1. The major portion of the landfill would be used for parking purposes, and a 30' x 60' building would be constructed 20' from the waterward edge of the fill. The fill would cover a portion of the flood plain of the St. Johns River and would average 4 to 6 feet in depth. The flood plain along the bank of the St. Johns River in the area of the Petitioners' proposed landfill is approximately 1800 feet wide. U. S. Highway 17 - 92 has cut off approximately 1400 feet of the flood plain from the river itself. The portion of the flood plain immediately adjacent to the river, which is bounded by the highway and the river, is dominated by phragmites reeds, willows and cypress. The uplands of the proposed project is limited to the filled roadbed of highway 17-92. The landfill would merge with the highway roadbed, and would primarily cover wetlands within the St. Johns River flood plain. Such wetlands as the Petitioners proposed to fill provide a habitat and breeding grounds for many varieties of fish, shrimp, and anthropods. During the early stages of their lives many varieties of fish including bluegills, bream, sunfish, bass, and catfish live in such an area in order to hide from larger creatures. The wetland vegetation provides an essential part of the food chain for aquatic wildlife in the St. Johns River. The marsh vegetation also provides filtration from upland runoff. Runoff from the highway is filtered to a great extent by the marsh vegetation before it is received in the St. Johns River. The filling of such a marsh area would have an adverse impact upon the quality of water in the St. Johns River because of loss of the filtering effect of marshland vegetation. Furthermore, the construction of a commercial fishing camp would add additional runoff. The filtration effect provided by the landfill itself could not compensate for the loss of filtration from the marshland vegetation. The project proposed by the Petitioners encompasses only one fourth acre of the St. Johns River flood plain. The loss in wildlife habitat, and in filtration provided by wetland vegetation from this single project may be negligible, and not subject to accurate measurement. It is clear, however, that the project would provide an adverse affect, albeit slight, and that any proliferation of such projects would eliminate an essential wildlife habitat, an essential part of the aquatic food chain, and an essential filtration system.
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following relevant facts are found: In April of 1979, H.C. Green and Joe Garrott (hereinafter referred to as "applicants") filed an application with the Department of Environmental Regulation (hereinafter referred to as "DER") for a permit to construct nine stormwater outfall pipes and three culverts and to realign an existing drainage ditch approximately 150 to 200 feet in length. The project site is located immediately east of the Braden River and north of State Road 70 in Manatee County. The site is to be utilized as a travel trailer park, with some 500 trailer spaces to be available. The project for which a permit is sought involves dredging to relocate an existing drainage ditch in order to straighten out the water course and permit continuity. It also involves the filling of the existing ditch and the filling necessary for the three road crossings. The applicants provided DER with "notice of new stormwater discharge" and DER advised the applicants with the proposed discharge system did not require a stormwater license. Upon review of the proposed mainland project, DER gave notice of its intent to issue a permit to construct nine stormwater outfall pipes and three culverts and to realign an existing drainage ditch. The proposed issuance of the permit was conditioned with requirements relating to the grading of the side slopes of the realigned ditch and the sodding, seeding and mulching of all exposed ground immediately after the completion of grading. The petitioner is the owner of approximately 35 acres of land south of State Road 70, which land is utilized as a mobile home park with about forty mobile homes, a fish camp and a boat rental business. As relevant to the permitting process of DER, petitioner's concerns regarding the mainland project center around pollution of the Braden River. His concerns regarding the island project (see paragraph 5 below) are pollution and the elimination of manatee, eagles and alligators. Construction of the stormwater outfall pipes, the culverts and the realignment of the existing ditch will not reduce the quality of the receiving body of water (the Braden River) below the classification designated for it (Class III). The project will not result in a significant impact upon water quality. Oyster beds, nursery grounds, marine soils and marine life will not be destroyed by the project. The project will not result in a harmful obstruction to navigation or increased erosion and shoaling of channels. The mainland portion of the applicant's property is abutted by an island consisting of approximately 10.4 acres. About one-half of the island is vegetated by blackrush or juncus roemerianus. In order to provide the temporary residents of the travel trailer park with access to the island for recreational purposes, the applicants propose to construct approximately 14,000 square feet of wooden walkways, bridges and boat docks. The project calls for the construction of mostly five feet wide walkways along the blackbrush fringes of the island, several wider bridges, two footbridges across small tidal creeks and five or six thirty-feet long and three-feet wide finger piers. The walkways, bridges, and piers are to be supported by pilings six or eight inches in diameter. The construction will range in elevation between eight and fourteen feet above mean sea level. DER issued its notice of intent to issue a permit for the island project with the conditions that turbidity screens be utilized during construction, that mats be used in blackrush and vegetated wetland areas during construction, that destroyed wetland vegetation be replanted, that docks only be used for the tie-up of resident use nonmotorized craft and that the area be posted use of the docking area by nonresidents and motorized craft. The applicants are willing to comply with those conditions and have stipulated that the docks will be used solely for the mooring of canoes, rowboats, paddleboats and similar nonmotorized craft, that the area will be so posted and that boat launching devices will not be available at the site. During the dock construction, the equipment utilized will be placed on mats. This procedure will serve to retain the roots of vegetation which might otherwise be destroyed by the placement of heavy equipment in the construction area. There will be a temporary increase in turbidity during construction, but turbidity screens will confine siltation to the construction area. The effect from construction of the docks, bridges and walkways will be minimal and short- term. The applicants are willing to restore any permanent damage caused by the construction activities. Normal use of canoes, rowboats or paddleboats in the waters surrounding the island would not create turbidity violations. The use of nonmotorized craft will prevent harm to any manatees that may be found in the area. The docks and walkways will cover less than 0.3 acres of blackrush. The only long-term adverse impacts from the proposed project are the elimination of bottom lands where the six to eight inch pilings are located and the possible shading of the juncus grass by the docks which could reduce the reproduction capacity of the juncus. The boardwalks or walkways have been planned in relation to the sun angle to reduce the shading of juncus. The proposed construction of walkways. bridges and finger piers will not have a significant long-term adverse impact upon the waters of the Braden River. Except for the location where the pilings are placed, there will be no long-term damage to benthic organisms. The short-term localized effect from construction will be minimal. The water quality standards for Class III waters will not be violated and there will be no harmful obstruction to or alterations of the natural flow of navigable waters. For purposes of these permit proceedings, the applicants have adduced sufficient evidence in the form of surveys, deeds, aerial photographs, testimony, and an affidavit of ownership to illustrate that they are the record owners of the property for which permits are being sought.
Recommendation Based upon the findings of fact and conclusions of law recited herein, it is RECOMMENDED that: the applicant's application to construct nine stormwater outfall pipes and three culverts and to realign an existing drainage ditch (Case No. 79-2210) be GRANTED; the applicant's applications to construct approximately 14,000 square feet of walkways, bridges and docks (Case No. 80-175) be granted. the conditions listed in the notices of intent to issue the two permits be incorporated in the issued permits; and the petitions filed in Case Nos. 79-2210 and 80-175 be DISMISSED Respectfully submitted and entered this 6th day of October, 1980, in Tallahassee, Florida. DIANE E. TREMOR Hearing Officer Division of Administrative Hearings 101 Collins Building Tallahassee, Florida 32304 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 6th day of October, 1980. COPIES FURNISHED: Ernest S. Marshall 625 9th Street West Bradenton, Florida 33505 David M. Levin and Ray Allen Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32301 W. Whitesell Wood, Whitesell and Karp, P.A. 3100 S. Tamiami Trail Sarasota, Florida 33579 Honorable Jacob Varn Secretary, Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32301
The Issue The issue here presented concerns the entitlement of the Applicant/Respondent, Raymond B. Spangler, to construct a boat dock of approximately 800 square feet, included in that dimension is a boat house. The Respondent, State of Florida, Department of Environmental Regulation, has indicated its intention to grant the permit application request and the Petitioner, Louise C. Stone, has opposed the Department's intention to grant the permit.
Findings Of Fact THIS CAUSE comes on for consideration based upon the Petitioner, Louise E. Stone's petition and request for formal proceedings to consider the propriety of the State of Florida, Department of Environmental Regulation's granting of an environmental permit to Raymond B. Spangler. This petition was filed after the Petitioner had received the Department of Environmental Regulation's Notice of Intent to Grant the permit. That notice was dated July 10, 1979, and a copy of that notice has been received into evidence as Department of Environmental Regulation's Exhibit No. 5. The Secretary of the Department of Environmental Regulation opted to have the Division of Administrative Hearings consider this case and on November 5, 1979, a formal hearing was held before a Hearing Officer with the Division of Administrative Hearings. The Petitioner is an adjacent landowner to the Respondent, Raymond B. Spangler, with property located on Lake Minneola. The applicant's project is located in the northwest corner of his property and is as far removed from the common property line with the Petitioner as is possible without violating setback lines. The Petitioner's property is located to the southeast of the project. The project as now contemplated calls for the construction of a boat deck and boat house with dimensions of approximately 800 square feet. The details of this construction may be found in a copy of the Application for Permit which is the Department of Environmental Regulation's Exhibit No. 1 admitted into evidence. The boat house and boat dock would be constructed on Lake Minneola, Lake City, Florida, near the town of Clermont, Florida. Lake Minneola is a navigable waterway and the boat dock and boat house would extend into the navigable water body. The discussion of the project as found in the Respondent, Department of Environmental Regulation's Exhibit No. 1 is an accurate depiction with the exception that the dock will have an increase in length from the original proposal of 70 feet to a new proposal of some 80 to 84 feet. Nonetheless, with the optimum extension, the amount of square footage still closely approximates the initially requested 800-square-foot amount. The reason for the change is due to the rise in the water level of the lake causing the mean high water line to be further landward than was the case at the time the permit was first applied for. The additional extension of the dock is necessary to allow for dry access to the water and to reach the open waterway beyond the growth of maidencane grass (Panicum Hemitomon) near the shoreline. In keeping with allowed exemptions found in Section 403.813, Florida Statutes, and Rule 17-4.04, Florida Administrative Code, 500 square feet of the deck has been constructed and this portion of the dock as constructed may be seen in the Respondent, Raymond B. Spangler's Exhibit No. 10 admitted into evidence, which is a photograph of the partially completed dock. Other photographs of the partially completed dock and the surrounding area of the lake showing the adjacent property may be found as Respondent, Spangler's Exhibits 5 through 9. The Respondent, Spangler's Exhibit No. 4, a composite which was admitted into evidence, is a series of photographs and an overlay which by scale shows a view of the completed dock and a depiction of the boat house when completed. The dock, when completed, will be constituted of a four-foot walkway extending approximately 80 to 84 feet into the water, intersecting at right angles at the terminus of the dock and forming a "T" shape. The boat house would be located adjacent to the walkway leading to the deck terminus. The dimensions of the covered boat house would be 25 feet by 14 feet. The depth of the water in the lake at the location of the continuing dock construction is sufficiently deep to allow the construction of the dock without the necessity of dredging. There is an extensive grassy community mostly constituted of maidencane (Panicum Hemitomon) and although some of the grassy community has been removed during the construction phase of the project, the denuded area may be easily reconstituted and the applicant has expressed his intent to achieve this end as a means to avoid further erosion which has started to occur at the site. None of the erosion which has occurred has interfered with the property of neighboring landowners. The impact of the continued construction in its affect on water quality would be inconsequential. Furthermore, the construction as now completed and as contemplated does not and would not constitute a hazard to navigation, nor interfere with and cause a danger to participants in water sports and related activities that take place on Lake Minneola. When the project is completed the aquatic vegetation can be expected to return and to remain as a viable wetland community. This is due to the fact that the amount of water surface covered by the project is slight and there is sufficient sunlight to support the aquatic vegetation even in the shaded areas. During the construction phase the amount of turbidity caused by the construction has been de minimis, and will be, in view of the fact that the bottom of the lake is a sand base which settles out quickly. This settling effect was seen by the project evaluator, James Morgan, Department of Environmental Regulation, when he toured the site of the construction and saw Respondent Spangler placing pilings. Morgan noted that the turbidity involved was of a short duration. The project will not interfere with fish and wildlife either in their day-to-day activities or in their propagation. None of the standards pertaining to water quality as found in Chapter 17-3, Florida Administrative Code, will be violated by the project. The project will not be an unreasonable obstruction to the view of adjoining riparian owners and the applicant does not intend to use the boat house as a dwelling. When the project was first reviewed by the State of Florida, Department of Environmental Regulation, that agency notified the Florida Game and Fresh Water Fish Commission; the St. Johns River Water Management District, and the Department of Pollution Control of Lake County, Florida. None of these agencies have made known any objection to the project and the Department of Pollution Control of Lake County has specifically indicated their lack of opposition by written comment, a copy of which may be found as the Department of Environmental Regulation's Exhibit No. 3 admitted into evidence.
Recommendation It is recommended that the Applicant/Respondent, Raymond B. Spangler, be allowed to conclude the construction of the boat deck and boat house as contemplated by the application of May 11, 1979, with the addendum that the dock length be extended to 80 feet to 84 feet as necessary; with the proviso that the applicant ensure that the grassy community be returned to its pristine condition in the area of his project, to prohibit further erosion and that these results be accomplished by the issuance of a permit pursuant to the conditions as outlined. DONE AND ENTERED this 16th day of November, 1979, in Tallahassee, Florida. CHARLES C. ADAMS, Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675 COPIES FURNISHED: Robert F. Vason, Jr., Esquire Raymond B. Spangler 408 East Fifth Avenue Route 3, Box 319 Mount Dora, Florida 32757 Clermont, Florida 32711 Segundo J. Fernandez, Esquire Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301
Findings Of Fact Jack E. Moore is the owner of real property in Fort Myers Beach known as Lot 9 of Indian Bayou, a subdivision in Section 33, Township 46 South, Range 24 East, Lee County, Florida. Moore's property is bordered on the north by the waters of Indian Bayou and Estero Bay. The northern portions of Moore's property are vegetated by juvenile and mature red and black mangroves. Red and black mangrove are the dominant species of vegetation on the northernmost portions of the property, waterward of the fill pad on which Moore's house is built. Sometimes during July, 1982, Moore used a shovel to excavate a channel from the open waters of Estero Bay to a dock existing at the edge of the fill pad. Approximately 48 cubic yards of excavated material was piled up along the banks of the channel. The channel measured approximately 1.5 feet deep (at low tide) by 9 feet wide by 70 feet long. The channel was dug so that Moore could got his boat in and out from the dock at medium tide. The passage to the deck was already possible at high tide, as Moore had a shallow draft pontoon boat. In July, 1981, Moore constructed a rip-rap revetment with backfill the northern side of his house fill pad. The back fill area contains approximately 160 cubic yards of fill, and is approximately 10 feet wide by 110 feet long. Red mangrove and black mangrove are and were the dominant vegetational species in the area where the channel was dug, where the excavated material was placed, and where the revetment and fill was constructed. The area of dominant mangrove vegetation extends from the work areas to the open waters of Estero Bay. Moore did not apply for or receive a permit from DER prior to undertaking the work referenced above. Upon discovery of the work in September, 1982, DER notified Moore that a permit was needed for the excavation and filling he conducted. In October, 1982, Moore agreed to fill in the channel and remove all unauthorized fill by January 19, 1983. Inspection by DER on January 26, 1983, showed that restoration had not been started, and in fact more work had been done on the channel. DER issued a Notice of Violation and Orders for Corrective Action (NOV) to Respondent on March 29, 1003, alleging violations of Chapter 403, Florida Statute's, and DER rules and requiring restoration of the areas dredged and filled. Upon service of the Notice of Violation by the Sheriff, Respondent petitioned for this hearing. DER incurred costs of 5101.88 in investigating the violations alleged in the NOV. As of the date of the hearing, restoration work still had not been performed. Although the spoil piles alongside the channel are now diminished, the channel itself was deep as it previously had been and the rip-rap revetment and backfill had not been removed.
Findings Of Fact Seago Group, Inc., the Applicant/Intervenor, owns a tract of land in Lee County Florida, which is completely surrounded by creeks and canals, including Indian Creek on the north. The Intervenor intends to develop the parcel and is seeking a permit from the Department to construct a bridge over Indian Creek to provide access. There is presently a cul-de-sac at the end of Indian Creek Drive on the north side of the creek. The bridge would extend Indian Creek Drive over the creek onto the applicant's property. The Intervenor held an option to purchase land for the right-of-way on the north side of the creek. The Petitioners own property adjacent to Indian Creek Drive. The Petitioner Helwig owns property upon which be resides, and which adjoins the proposed bridge site. The Petitioner Rowe owns property upon which he resides several lets up Indian Creek Drive from the proposed bridge site. The Intervenor originally made application to construct a road over Indian Creek at a different, but nearby location using a culvert rather than a bridge. The Department's staff appraised the application and recommended that it be denied because deposits of fill around the culverts would have eliminated productive submerged creek bottoms, interfered with the ability of the aquatic habitat to support fish and wildlife populations, and eliminated shoreline vegetation which serves to filter runoff which enters the creek, thus helping to preserve good water quality in the creek. The application was withdrawn by the Intervenor before final action was taken on the Department's staff recommendations. The Intervenor thereafter filed the instant application. The application was to construct: ... A 26 ft. wide by 50 ft. long vehicular bridge constructed with 21" prestressed slabs on pile bent abutments over Indian Creek in Lee County, Florida. The application further provided: All work will be conducted on upland with no need for any equipment or material required to be in the water. All equip- ment and material will be delivered by upland access. The application did not reflect that Intervenor had previously sought a permit for the culvert constructions, but the Department was clearly aware of the previous applications and its appraisal of the bridge application was treated as a supplement to the appraisal of the culvert application. In its Notice of Intent to Issue the Permit, the Department erroneously designated the bridge as a "two-span" bridge. The application is actually for a one-span bridge. In its notice the Department added the following specific conditions: Turbidity screens shall be used during construction. Drainage at bridges approaches shall be by swale and no ditches shall be constructed. Drainage shall meet county specifications. No dredging or filling in Indian Creek. No bridge construction shall take place until ownership or easement is obtained through Mr. David Ruch's property pursuant to letters on file with the Department. The Intervenor has acceded to the specific conditions and agreed to comply with them in the event the permit is ultimately issued. All of the pilings for the proposed bridge would be constructed at or above the mean high water line of Indian Creek. Some turbidity could be expected during construction, however, the use of turbidity screens would eliminate any significant impact upon the water quality, fish and other wildlife resources of Indian Creek during construction. The only potential source of pollution from the bridge after construction would be from runoff entering Indian Creek from the bridge. The amount of runoff that would result from a 50 ft. long by 26 ft. wide bridge is negligible. The limited impact that such runoff could have upon the creek can be eliminated by having drainage flow through a swale system. Since the Intervenor has agreed to utilize a swale system, it does not appear that the bridge would have any adverse impact upon the water quality of Indian Creek or any other water body. Neither does it appear that the bridge would adversely affect fish and wildlife resources. Since all bridge pilings would be constructed at or above the mean high water line, transitional zone vegetation can continue to flourish along the shoreline. The planned clearance between the creek elevation at mean high water and the bridge is seven feet. The bridge would thus impede traffic by any boats that protrude more than seven feet above the water line. This presents no significant navigational impact in Indian Creek. There are two avenues for navigating from the bridge site on Indian Creek to the Caloosahatchee River. One of these avenues is presently obstructed by a bridge with an elevation less than that proposed by the Intervenor. The other avenue is obstructed by a very shallow area that will not permit navigation by other than very small vessels. The Department in the past has denied applications to dredge that shallow area. The Intervenor and the Department have submitted Proposed Findings of Fact. To the extent that these proposed findings have not been included in the foregoing Findings of Fact, they are hereby adopted as fully as if set forth herein.
Findings Of Fact Petitioners own property located in Section 6, Township 9, Range 16 East, Gilchrist County, Florida (the "Moore property"). Mrs. Linda Bridges owns property adjacent to and south of the Moore property (the "Bridges property"). Respondent, Bridges ("Bridges"), is in possession and control of the Bridges property. Mr. Glenn Miller owns property adjacent to and south of the Bridges property (the "Miller property"). ITT-Rayonier owns property west of the Moore, Bridges, and Miller properties (the "ITT property"). A dirt road runs north and south in front of and along the western border of the Moore, Bridges, and Miller properties (the "road"). The road separates the ITT property, to the west, from the Moore, Bridges, and Miller properties, to the east. Prior to 1989, surfacewater historically flowed in a northeasterly direction. It flowed northeasterly from the ITT property through a 24 inch road culvert onto the Bridges property. It then flowed north through a 36 inch culvert on the southerly portion of the Moore property, across the Moore property, and into Weeks Lake to the north of the Moore property. In 1989, with the consent of Bridges but without a permit from the District, Petitioners began a construction plan that included the installation of two 62 inch culverts to enhance the northeasterly flow of surfacewater from the ITT property to Weeks Lake. One 62 inch culvert was intended to replace the 24 inch culvert under the road forming the westerly boundary between the ITT property and the Moore and Bridges properties. The second 62 inch culvert was intended to replace the 36 inch culvert on the southerly boundary of the Moore property. The second 62 inch culvert was needed so the same volume of surfacewater flowing from the ITT property through the 62 inch road culvert could continue its northerly flow from the Bridges property to the Moore property and on to Weeks Lake. Petitioners replaced the 24 inch road culvert with a 62 inch culvert but left intact the 36 inch culvert on the southerly portion of their property. Thus, a greater volume of surfacewater can flow from the ITT property through the 62 inch culvert onto the Bridges property but a lesser volume of surfacewater can flow from the Bridges property through the 36 inch culvert onto the Moore property. Petitioners removed fill material from the ITT property to widen and increase the height of the road bed on the westerly boundary between the ITT and Moore properties. The heightened road bed impounds a greater volume of surfacewater on the ITT property before it flows over the road onto the Moore property. This can increase the rate of flow of surfacewater through the 62 inch road culvert onto the Bridges property under certain circumstances. Petitioners increased the depth and width of existing ditches, and added new ditches along a portion of the road bed onto the Bridges property. The increased ditch capacity further increases the volume of surfacewater that can flow onto the Bridges property. Petitioners constructed a berm running east and west on the southerly boundary of the Moore property. This increases the volume of surfacewater that can be impounded on the Bridges property without flowing onto the Moore property through areas other than the 36 inch culvert that Petitioners left intact on the southerly portion of their property. The 62 inch road culvert, increased ditch capacity, heightened road bed between the ITT and Moore properties, the berm on the southerly portion of the Moore property, and the 36 inch culvert increase the volume of surfacewater that is impounded on the Bridges property before continuing its historic northeasterly flow. Surfacewater impounded on the Bridges property floods the Bridges property and properties to the south of the Bridges property. Although flooding occurred on the Bridges property prior to the 1989 construction, flooding on the Bridges property and properties south of the Bridges property is greater since Petitioners completed construction. In addition, the ITT property drains more readily. On or about October 13, 1993, Bridges applied to the District for a General Surfacewater Management Permit to replace the 62 inch road culvert with a 24 inch culvert pursuant to Florida Administrative Code Rule 40B-4.2010(1)(a). A General Surfacewater Management Permit is issued for activities that have little or no potential adverse impact to surfacewater resources for the District. The application satisfied all of the criteria for the permit at issue. ITT does not object to the proposed permit even though more surfacewater will be impounded on the ITT property. Issuance of the proposed permit will approximate the flow of surfacewater that existed prior to Petitioners' installation of a 62 inch road culvert without a permit in 1989.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that Respondent, Suwannee River Water Management District, enter a Final Order and therein GRANT Respondent, Paul Bridges', Application For Agriculture Or Forestry General Surfacewater Management Permit. DONE and ENTERED this 2nd day of March 1994, in Tallahassee, Florida. DANIEL S. MANRY 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 2nd day of March 1994. APPENDIX TO RECOMMENDED ORDER, CASE NO. 93-6656 Petitioners' Proposed Findings Of Fact. 1.-4. Rejected as immaterial 5. Rejected as recited testimony 6.-7. Rejected as not supported by credible and persuasive evidence 8. Rejected as irrelevant and immaterial 9.-13. Rejected as not supported by credible and persuasive evidence 14.-15. Rejected as irrelevant and immaterial 16.-19. Rejected as not supported by credible and persuasive evidence Rejected as irrelevant and immaterial Rejected as not supported by credible and persuasive evidence Rejected as recited testimony 23.-24. Rejected as not supported by credible and persuasive evidence Respondent, Paul Bridges, Proposed Findings Of Fact. Respondent, Bridges, did not submit proposed findings of fact. Respondent, Suwannee River Water Management District, Proposed Findings Of Fact. All of the District's proposed findings of fact are accepted in substance. COPIES FURNISHED: James H. and Jerrilyn Moore, pro se Route 2, Box 120-E Trenton, FL 32693 Paul Bridges, pro se Route 2, Box 120K-1 Trenton, FL 32693 Janice F. Bessinger, Esquire Brannon, Brown, Haley, Robinson & Cole Post Office Box 1029 Lake City, FL 32056-1029 Jerry Scarborough, Executive Director Suwannee River Water Management District Route 3, Box 64 Live Oak, FL 32060
