1 | The State Resources Council recommends the following: |
2 |
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3 | Council/Committee Substitute |
4 | Remove the entire bill and insert: |
5 |
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6 | A bill to be entitled |
7 | An act relating to hazard mitigation for coastal |
8 | redevelopment; amending s. 161.085, F.S.; specifying |
9 | entities that are authorized to install or authorize |
10 | installation of rigid coastal armoring structures; |
11 | authorizing the Department of Environmental Protection to |
12 | revoke certain authority; authorizing the installation of |
13 | certain structures as the core of a restored dune feature |
14 | under specified conditions; amending s. 163.3178, F.S.; |
15 | requiring the Division of Emergency Management to manage |
16 | certain hurricane evacuation studies; requiring that such |
17 | studies be performed in a specified manner; defining the |
18 | term "coastal high-hazard area"; providing that the |
19 | application of development policies shall be at the |
20 | discretion of local government; authorizing local |
21 | governments to amend comprehensive plans to increase |
22 | residential densities for certain properties; providing |
23 | standards for certain comprehensive plan compliance; |
24 | requiring local governments to adopt a certain level of |
25 | service for out-of-county hurricane evacuation under |
26 | certain circumstances; providing a deadline for local |
27 | governments to amend coastal management elements and |
28 | future land use maps; amending 163.336, F.S., relating to |
29 | the coastal resort area redevelopment pilot project; |
30 | revising the requirements for placement of certain coastal |
31 | redevelopment materials; authorizing the Department of |
32 | Environmental Protection to consider certain information |
33 | during certain permit review; deferring the expiration |
34 | date of the pilot project; requiring the department and |
35 | local governments to provide a specified analysis of |
36 | certain projects and to provide a report to the |
37 | Legislature by a certain date; amending s. 381.0065, F.S.; |
38 | requiring the issuance of certain permits by the |
39 | Department of Health to be contingent upon the receipt of |
40 | certain permits issued by the Department of Environmental |
41 | Protection; providing an effective date. |
42 |
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43 | Be It Enacted by the Legislature of the State of Florida: |
44 |
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45 | Section 1. Subsection (3) of section 161.085, Florida |
46 | Statutes, is amended, and subsections (8) and (9) are added to |
47 | that section, to read: |
48 | 161.085 Rigid coastal armoring structures.-- |
49 | (3) If erosion occurs as a result of a storm event which |
50 | threatens private structures or public infrastructure and a |
51 | permit has not been issued pursuant to subsection (2), unless |
52 | the authority has been revoked by order of the department |
53 | pursuant to subsection (8), an the agency, political |
54 | subdivision, or municipality having jurisdiction over the |
55 | impacted area may install or authorize installation of rigid |
56 | coastal armoring structures for the protection of private |
57 | structures or public infrastructure, or take other measures to |
58 | relieve the threat to private structures or public |
59 | infrastructure as long as the following items are considered and |
60 | incorporated into such emergency measures: |
61 | (a) Protection of the beach-dune system. |
62 | (b) Siting and design criteria for the protective |
63 | structure. |
64 | (c) Impacts on adjacent properties. |
65 | (d) Preservation of public beach access. |
66 | (e) Protection of native coastal vegetation and nesting |
67 | marine turtles and their hatchlings. |
68 | (8) If an agency, political subdivision, or municipality |
69 | installs or authorizes installation of a rigid coastal armoring |
70 | structure that does not comply with subsection (3), and if the |
71 | department determines that the action harms or interferes with |
72 | the protection of the beach-dune system, adversely impacts |
73 | adjacent properties, interferes with public beach access, or |
74 | harms native coastal vegetation or nesting marine turtles or |
75 | their hatchlings, the department may revoke by order the |
76 | authority of the agency, political subdivision, or municipality |
77 | under subsection (3) to install or authorize the installation of |
78 | rigid coastal armoring structures. |
79 | (9) The department, or an agency, political subdivision, |
80 | or municipality described in subsection (3), may authorize sand- |
81 | filled tubes or similar structures proposed as the core of a |
82 | restored dune feature if the applicant meets the requirements of |
83 | this section and: |
84 | (a) Demonstrates that the United States Fish and Wildlife |
85 | Service has approved a habitat conservation plan that includes |
86 | the shoreline where each structure will be placed; |
87 | (b) Provides reasonable assurance that adequate sand cover |
88 | will be maintained over the structure such that the structure |
89 | will not interact with the beach dune system as rigid coastal |
90 | armoring or adversely affect marine turtle nesting and provides |
91 | for a responsible entity to conduct such maintenance; and |
92 | (c) Provides reasonable assurance that each structure will |
93 | be removed if the maintenance required by paragraph (b) proves |
94 | to be not feasible. |
95 | Section 2. Paragraphs (d) and (h) of subsection (2) of |
96 | section 163.3178, Florida Statutes, are amended, and subsection |
97 | (9) is added to that section, to read: |
98 | 163.3178 Coastal management.-- |
99 | (2) Each coastal management element required by s. |
100 | 163.3177(6)(g) shall be based on studies, surveys, and data; be |
101 | consistent with coastal resource plans prepared and adopted |
102 | pursuant to general or special law; and contain: |
103 | (d) A component which outlines principles for hazard |
104 | mitigation and protection of human life against the effects of |
105 | natural disaster, including population evacuation, which take |
106 | into consideration the capability to safely evacuate the density |
107 | of coastal population proposed in the future land use plan |
108 | element in the event of an impending natural disaster. The |
109 | Division of Emergency Management shall manage the update of the |
110 | regional hurricane evacuation studies, ensure such studies are |
111 | done in a consistent manner, and ensure that the methodology |
112 | used for modeling storm surge is that used by the National |
113 | Hurricane Center. |
114 | (h) Designation of coastal high-hazard coastal areas and |
115 | the criteria for mitigation for a comprehensive plan amendment |
116 | in a coastal high-hazard area as defined in subsection (9), |
117 | which for uniformity and planning purposes herein, are defined |
118 | as category 1 evacuation zones. The coastal high-hazard area is |
119 | the area below the elevation of the category 1 storm surge line |
120 | as established by a Sea, Lake and Overland Surges from |
121 | Hurricanes (SLOSH) computerized storm surge model. However, |
122 | Application of mitigation and the application of development and |
123 | redevelopment policies, pursuant to s. 380.27(2), and any rules |
124 | adopted thereunder, shall be at the discretion of local |
125 | government. |
126 | (9)(a) Local governments may elect to comply with rules |
127 | 9J-5.012(3)(b)(6) and 9J-5.012(3)(b)(7), Florida Administrative |
128 | Code, through the process provided in this section. A proposed |
129 | comprehensive plan amendment shall be found in compliance with |
130 | state coastal high-hazard standards pursuant to rules 9J- |
131 | 5.012(3)(b)(6) and 9J-5.012(3)(b)(7), Florida Administrative |
132 | Code, if: |
133 | 1. The adopted level of service for out-of-county |
134 | hurricane evacuation is maintained for a category 5 storm event |
135 | as measured on the Saffir-Simpson scale; |
136 | 2. A 12-hour evacuation time to shelter is maintained for |
137 | a category 5 storm event as measured on the Saffir-Simpson scale |
138 | and shelter space reasonably expected to accommodate the |
139 | residents of the development contemplated by a proposed |
140 | comprehensive plan amendment is available; or |
141 | 3. Appropriate mitigation to satisfy the provisions of |
142 | subparagraph 1. or subparagraph 2. is provided. Appropriate |
143 | mitigation shall include, without limitation, payment of money, |
144 | contribution of land, and construction of hurricane shelters and |
145 | transportation facilities. Required mitigation shall not exceed |
146 | the amount required for a developer to accommodate impacts |
147 | reasonably attributable to its development. For those local |
148 | governments that have not established a level of service for |
149 | out-of-county hurricane evacuation by July 1, 2008, the level of |
150 | service shall be no greater than 16 hours for a category 5 storm |
151 | event as measured on the Saffir-Simpson scale. |
152 | (b) For those local governments that have not established |
153 | a level of service for out-of-county hurricane evacuation by |
154 | July 1, 2008, the level of service shall be no greater than 16 |
155 | hours. |
156 | (c) This subsection shall become effective immediately and |
157 | shall apply to all local governments. No later than July 1, |
158 | 2008, local governments shall amend their future land use map |
159 | and coastal management element to include the new definition of |
160 | coastal high-hazard area and to depict the coastal high-hazard |
161 | area on the future land use map. |
162 | Section 3. Subsections (2) and (3) of section 163.336, |
163 | Florida Statutes, are amended to read: |
164 | 163.336 Coastal resort area redevelopment pilot project.-- |
165 | (2) PILOT PROJECT ADMINISTRATION.-- |
166 | (a) To be eligible to participate in this pilot project, |
167 | all or a portion of the area must be within: |
168 | 1. The coastal building zone as defined in s. 161.54; and |
169 | 2. A community redevelopment area, enterprise zone, |
170 | brownfield area, empowerment zone, or other such economically |
171 | deprived areas as designated by the county or municipality with |
172 | jurisdiction over the area. |
173 | (b) Local governments are encouraged to use the full range |
174 | of economic and tax incentives available to facilitate and |
175 | promote redevelopment and revitalization within the pilot |
176 | project areas. |
177 | (c) The Office of the Governor, Department of |
178 | Environmental Protection, and the Department of Community |
179 | Affairs are directed to provide technical assistance to expedite |
180 | permitting for redevelopment projects and construction |
181 | activities within the pilot project areas consistent with the |
182 | principles, processes, and timeframes provided in s. 403.973. |
183 | (d) The Department of Environmental Protection shall |
184 | exempt construction activities within the pilot project area in |
185 | locations seaward of a coastal construction control line and |
186 | landward of existing armoring from certain siting and design |
187 | criteria pursuant to s. 161.053. However, such exemption shall |
188 | not be deemed to exempt property within the pilot project area |
189 | from applicable local land development regulations, including |
190 | but not limited to, setback, side lot line, and lot coverage |
191 | requirements. Such exemption shall apply to construction and |
192 | redevelopment of structures involving the coverage, excavation, |
193 | and impervious surface criteria of s. 161.053, and related |
194 | adopted rules, as follows: |
195 | 1. This review by the department of applications for |
196 | permits for coastal construction within the pilot project area |
197 | must apply to construction and redevelopment of structures |
198 | subject to the coverage, excavation, and impervious surface |
199 | criteria of s. 161.053, and related adopted rules. It is the |
200 | intent of these provisions that the pilot project area be |
201 | enabled to redevelop in a manner which meets the economic needs |
202 | of the area while preserving public safety and existing |
203 | resources, including natural resources. |
204 | 2. The criteria for review under s. 161.053 are applicable |
205 | within the pilot project area, except that the structures within |
206 | the pilot project area shall not be subject to specific shore |
207 | parallel coverage requirements and are allowed to exceed the 50 |
208 | percent impervious surface requirement. In no case shall |
209 | stormwater discharge be allowed onto, or seaward of, the frontal |
210 | dune. Structures are also not bound by the restrictions on |
211 | excavation unless the construction will adversely affect the |
212 | integrity of the existing seawall or rigid coastal armoring |
213 | structure or stability of the existing beach and dune system. It |
214 | is specifically contemplated that underground structures, |
215 | including garages, will be permitted. All beach-compatible |
216 | material excavated under this subparagraph must be maintained on |
217 | site seaward of the coastal construction control line. However, |
218 | during the permit review process under s. 161.053, the |
219 | department may favorably consider authorized sand placement on |
220 | adjacent properties if the permittee has demonstrated every |
221 | reasonable effort to effectively use all beach-quality material |
222 | on site to enhance the beach and dune system and has prepared a |
223 | comprehensive plan for beach and dune nourishment for the |
224 | adjoining area. |
225 | 3. The review criteria in subparagraph 2. will apply to |
226 | all construction within the pilot project area lying seaward of |
227 | the coastal construction control line and landward of an |
228 | existing viable seawall or rigid coastal armoring structure, if |
229 | such construction is fronted by a seawall or rigid coastal |
230 | armoring structure extending at least 1,000 feet without any |
231 | interruptions other than beach access points. For purposes of |
232 | this section, a viable seawall or rigid coastal armoring |
233 | structure is a structure that has not deteriorated, dilapidated, |
234 | or been damaged to such a degree that it no longer provides |
235 | adequate protection to the upland property when considering the |
236 | following criteria, including, but not limited to: |
237 | a. The top must be at or above the still water level, |
238 | including setup, for the design storm of 30-year return storm |
239 | plus the breaking wave calculated at its highest achievable |
240 | level based on the maximum eroded beach profile and highest |
241 | surge level combination, and must be high enough to preclude |
242 | runup overtopping; |
243 | b. The armoring must be stable under the design storm of |
244 | 30-year return storm including maximum localized scour, with |
245 | adequate penetration; and |
246 | c. The armoring must have sufficient continuity or return |
247 | walls to prevent flooding under the design storm of 30-year |
248 | return storm from impacting the proposed construction. |
249 | 4. Where there exists a continuous line of rigid coastal |
250 | armoring structure on either side of unarmored property and the |
251 | adjacent line of rigid coastal armoring structures are having an |
252 | adverse effect on or threaten the unarmored property, and the |
253 | gap does not exceed 100 feet, the department may grant the |
254 | necessary permits under s. 161.085 to close the gap. |
255 | 5. Structures approved pursuant to this section shall not |
256 | cause flooding of or result in adverse impacts to existing |
257 | upland structures or properties and shall comply with all other |
258 | requirements of s. 161.053 and its implementing rules. |
259 | 6. Where there exists a continuous line of viable rigid |
260 | coastal armoring structure on either side of a nonviable rigid |
261 | coastal armoring structure, the department shall grant the |
262 | necessary permits under s. 161.085 to replace such nonviable |
263 | rigid coastal armoring structure with a viable rigid coastal |
264 | armoring structure as defined in this section. This shall not |
265 | apply to rigid coastal armoring structures constructed after May |
266 | 1, 1998, unless such structures have been permitted pursuant to |
267 | s. 161.085(2). |
268 | (3) PILOT PROJECT EXPIRATION.--The authorization for the |
269 | pilot project and the provisions of this section expire December |
270 | 31, 2014 2006. The department and affected local governments |
271 | shall provide for an independent analysis of the economic value |
272 | and environmental impact of the pilot project and provide a |
273 | report to the Speaker of the House of Representatives and the |
274 | President of the Senate on or before February 1, 2008 The |
275 | Legislature shall review these requirements before their |
276 | scheduled expiration. |
277 | Section 4. Subsection (4) of section 381.0065, Florida |
278 | Statutes, is amended to read: |
279 | 381.0065 Onsite sewage treatment and disposal systems; |
280 | regulation.-- |
281 | (4) PERMITS; INSTALLATION; AND CONDITIONS.--A person may |
282 | not construct, repair, modify, abandon, or operate an onsite |
283 | sewage treatment and disposal system without first obtaining a |
284 | permit approved by the department. The department may issue |
285 | permits to carry out this section, but shall not make the |
286 | issuance of such permits contingent upon prior approval by the |
287 | Department of Environmental Protection, except that the issuance |
288 | of a permit for work seaward of the coastal construction control |
289 | line established under s. 161.053 shall be contingent upon |
290 | receipt of any required coastal construction control line permit |
291 | from the Department of Environmental Protection. A construction |
292 | permit is valid for 18 months from the issuance date and may be |
293 | extended by the department for one 90-day period under rules |
294 | adopted by the department. A repair permit is valid for 90 days |
295 | from the date of issuance. An operating permit must be obtained |
296 | prior to the use of any aerobic treatment unit or if the |
297 | establishment generates commercial waste. Buildings or |
298 | establishments that use an aerobic treatment unit or generate |
299 | commercial waste shall be inspected by the department at least |
300 | annually to assure compliance with the terms of the operating |
301 | permit. The operating permit for a commercial wastewater system |
302 | is valid for 1 year from the date of issuance and must be |
303 | renewed annually. The operating permit for an aerobic treatment |
304 | unit is valid for 2 years from the date of issuance and must be |
305 | renewed every 2 years. If all information pertaining to the |
306 | siting, location, and installation conditions or repair of an |
307 | onsite sewage treatment and disposal system remains the same, a |
308 | construction or repair permit for the onsite sewage treatment |
309 | and disposal system may be transferred to another person, if the |
310 | transferee files, within 60 days after the transfer of |
311 | ownership, an amended application providing all corrected |
312 | information and proof of ownership of the property. There is no |
313 | fee associated with the processing of this supplemental |
314 | information. A person may not contract to construct, modify, |
315 | alter, repair, service, abandon, or maintain any portion of an |
316 | onsite sewage treatment and disposal system without being |
317 | registered under part III of chapter 489. A property owner who |
318 | personally performs construction, maintenance, or repairs to a |
319 | system serving his or her own owner-occupied single-family |
320 | residence is exempt from registration requirements for |
321 | performing such construction, maintenance, or repairs on that |
322 | residence, but is subject to all permitting requirements. A |
323 | municipality or political subdivision of the state may not issue |
324 | a building or plumbing permit for any building that requires the |
325 | use of an onsite sewage treatment and disposal system unless the |
326 | owner or builder has received a construction permit for such |
327 | system from the department. A building or structure may not be |
328 | occupied and a municipality, political subdivision, or any state |
329 | or federal agency may not authorize occupancy until the |
330 | department approves the final installation of the onsite sewage |
331 | treatment and disposal system. A municipality or political |
332 | subdivision of the state may not approve any change in occupancy |
333 | or tenancy of a building that uses an onsite sewage treatment |
334 | and disposal system until the department has reviewed the use of |
335 | the system with the proposed change, approved the change, and |
336 | amended the operating permit. |
337 | (a) Subdivisions and lots in which each lot has a minimum |
338 | area of at least one-half acre and either a minimum dimension of |
339 | 100 feet or a mean of at least 100 feet of the side bordering |
340 | the street and the distance formed by a line parallel to the |
341 | side bordering the street drawn between the two most distant |
342 | points of the remainder of the lot may be developed with a water |
343 | system regulated under s. 381.0062 and onsite sewage treatment |
344 | and disposal systems, provided the projected daily sewage flow |
345 | does not exceed an average of 1,500 gallons per acre per day, |
346 | and provided satisfactory drinking water can be obtained and all |
347 | distance and setback, soil condition, water table elevation, and |
348 | other related requirements of this section and rules adopted |
349 | under this section can be met. |
350 | (b) Subdivisions and lots using a public water system as |
351 | defined in s. 403.852 may use onsite sewage treatment and |
352 | disposal systems, provided there are no more than four lots per |
353 | acre, provided the projected daily sewage flow does not exceed |
354 | an average of 2,500 gallons per acre per day, and provided that |
355 | all distance and setback, soil condition, water table elevation, |
356 | and other related requirements that are generally applicable to |
357 | the use of onsite sewage treatment and disposal systems are met. |
358 | (c) Notwithstanding the provisions of paragraphs (a) and |
359 | (b), for subdivisions platted of record on or before October 1, |
360 | 1991, when a developer or other appropriate entity has |
361 | previously made or makes provisions, including financial |
362 | assurances or other commitments, acceptable to the Department of |
363 | Health, that a central water system will be installed by a |
364 | regulated public utility based on a density formula, private |
365 | potable wells may be used with onsite sewage treatment and |
366 | disposal systems until the agreed-upon densities are reached. |
367 | The department may consider assurances filed with the Department |
368 | of Business and Professional Regulation under chapter 498 in |
369 | determining the adequacy of the financial assurance required by |
370 | this paragraph. In a subdivision regulated by this paragraph, |
371 | the average daily sewage flow may not exceed 2,500 gallons per |
372 | acre per day. This section does not affect the validity of |
373 | existing prior agreements. After October 1, 1991, the exception |
374 | provided under this paragraph is not available to a developer or |
375 | other appropriate entity. |
376 | (d) Paragraphs (a) and (b) do not apply to any proposed |
377 | residential subdivision with more than 50 lots or to any |
378 | proposed commercial subdivision with more than 5 lots where a |
379 | publicly owned or investor-owned sewerage system is available. |
380 | It is the intent of this paragraph not to allow development of |
381 | additional proposed subdivisions in order to evade the |
382 | requirements of this paragraph. |
383 | (e) Onsite sewage treatment and disposal systems must not |
384 | be placed closer than: |
385 | 1. Seventy-five feet from a private potable well. |
386 | 2. Two hundred feet from a public potable well serving a |
387 | residential or nonresidential establishment having a total |
388 | sewage flow of greater than 2,000 gallons per day. |
389 | 3. One hundred feet from a public potable well serving a |
390 | residential or nonresidential establishment having a total |
391 | sewage flow of less than or equal to 2,000 gallons per day. |
392 | 4. Fifty feet from any nonpotable well. |
393 | 5. Ten feet from any storm sewer pipe, to the maximum |
394 | extent possible, but in no instance shall the setback be less |
395 | than 5 feet. |
396 | 6. Seventy-five feet from the mean high-water line of a |
397 | tidally influenced surface water body. |
398 | 7. Seventy-five feet from the mean annual flood line of a |
399 | permanent nontidal surface water body. |
400 | 8. Fifteen feet from the design high-water line of |
401 | retention areas, detention areas, or swales designed to contain |
402 | standing or flowing water for less than 72 hours after a |
403 | rainfall or the design high-water level of normally dry drainage |
404 | ditches or normally dry individual lot stormwater retention |
405 | areas. |
406 | (f) Except as provided under paragraphs (e) and (t), no |
407 | limitations shall be imposed by rule, relating to the distance |
408 | between an onsite disposal system and any area that either |
409 | permanently or temporarily has visible surface water. |
410 | (g) All provisions of this section and rules adopted under |
411 | this section relating to soil condition, water table elevation, |
412 | distance, and other setback requirements must be equally applied |
413 | to all lots, with the following exceptions: |
414 | 1. Any residential lot that was platted and recorded on or |
415 | after January 1, 1972, or that is part of a residential |
416 | subdivision that was approved by the appropriate permitting |
417 | agency on or after January 1, 1972, and that was eligible for an |
418 | onsite sewage treatment and disposal system construction permit |
419 | on the date of such platting and recording or approval shall be |
420 | eligible for an onsite sewage treatment and disposal system |
421 | construction permit, regardless of when the application for a |
422 | permit is made. If rules in effect at the time the permit |
423 | application is filed cannot be met, residential lots platted and |
424 | recorded or approved on or after January 1, 1972, shall, to the |
425 | maximum extent possible, comply with the rules in effect at the |
426 | time the permit application is filed. At a minimum, however, |
427 | those residential lots platted and recorded or approved on or |
428 | after January 1, 1972, but before January 1, 1983, shall comply |
429 | with those rules in effect on January 1, 1983, and those |
430 | residential lots platted and recorded or approved on or after |
431 | January 1, 1983, shall comply with those rules in effect at the |
432 | time of such platting and recording or approval. In determining |
433 | the maximum extent of compliance with current rules that is |
434 | possible, the department shall allow structures and |
435 | appurtenances thereto which were authorized at the time such |
436 | lots were platted and recorded or approved. |
437 | 2. Lots platted before 1972 are subject to a 50-foot |
438 | minimum surface water setback and are not subject to lot size |
439 | requirements. The projected daily flow for onsite sewage |
440 | treatment and disposal systems for lots platted before 1972 may |
441 | not exceed: |
442 | a. Two thousand five hundred gallons per acre per day for |
443 | lots served by public water systems as defined in s. 403.852. |
444 | b. One thousand five hundred gallons per acre per day for |
445 | lots served by water systems regulated under s. 381.0062. |
446 | (h)1. The department may grant variances in hardship cases |
447 | which may be less restrictive than the provisions specified in |
448 | this section. If a variance is granted and the onsite sewage |
449 | treatment and disposal system construction permit has been |
450 | issued, the variance may be transferred with the system |
451 | construction permit, if the transferee files, within 60 days |
452 | after the transfer of ownership, an amended construction permit |
453 | application providing all corrected information and proof of |
454 | ownership of the property and if the same variance would have |
455 | been required for the new owner of the property as was |
456 | originally granted to the original applicant for the variance. |
457 | There is no fee associated with the processing of this |
458 | supplemental information. A variance may not be granted under |
459 | this section until the department is satisfied that: |
460 | a. The hardship was not caused intentionally by the action |
461 | of the applicant; |
462 | b. No reasonable alternative, taking into consideration |
463 | factors such as cost, exists for the treatment of the sewage; |
464 | and |
465 | c. The discharge from the onsite sewage treatment and |
466 | disposal system will not adversely affect the health of the |
467 | applicant or the public or significantly degrade the groundwater |
468 | or surface waters. |
469 |
|
470 | Where soil conditions, water table elevation, and setback |
471 | provisions are determined by the department to be satisfactory, |
472 | special consideration must be given to those lots platted before |
473 | 1972. |
474 | 2. The department shall appoint and staff a variance |
475 | review and advisory committee, which shall meet monthly to |
476 | recommend agency action on variance requests. The committee |
477 | shall make its recommendations on variance requests at the |
478 | meeting in which the application is scheduled for consideration, |
479 | except for an extraordinary change in circumstances, the receipt |
480 | of new information that raises new issues, or when the applicant |
481 | requests an extension. The committee shall consider the criteria |
482 | in subparagraph 1. in its recommended agency action on variance |
483 | requests and shall also strive to allow property owners the full |
484 | use of their land where possible. The committee consists of the |
485 | following: |
486 | a. The Division Director for Environmental Health of the |
487 | department or his or her designee. |
488 | b. A representative from the county health departments. |
489 | c. A representative from the home building industry |
490 | recommended by the Florida Home Builders Association. |
491 | d. A representative from the septic tank industry |
492 | recommended by the Florida Onsite Wastewater Association. |
493 | e. A representative from the Department of Environmental |
494 | Protection. |
495 | f. A representative from the real estate industry who is |
496 | also a developer in this state who develops lots using onsite |
497 | sewage treatment and disposal systems, recommended by the |
498 | Florida Association of Realtors. |
499 | g. A representative from the engineering profession |
500 | recommended by the Florida Engineering Society. |
501 |
|
502 | Members shall be appointed for a term of 3 years, with such |
503 | appointments being staggered so that the terms of no more than |
504 | two members expire in any one year. Members shall serve without |
505 | remuneration, but if requested, shall be reimbursed for per diem |
506 | and travel expenses as provided in s. 112.061. |
507 | (i) A construction permit may not be issued for an onsite |
508 | sewage treatment and disposal system in any area zoned or used |
509 | for industrial or manufacturing purposes, or its equivalent, |
510 | where a publicly owned or investor-owned sewage treatment system |
511 | is available, or where a likelihood exists that the system will |
512 | receive toxic, hazardous, or industrial waste. An existing |
513 | onsite sewage treatment and disposal system may be repaired if a |
514 | publicly owned or investor-owned sewerage system is not |
515 | available within 500 feet of the building sewer stub-out and if |
516 | system construction and operation standards can be met. This |
517 | paragraph does not require publicly owned or investor-owned |
518 | sewerage treatment systems to accept anything other than |
519 | domestic wastewater. |
520 | 1. A building located in an area zoned or used for |
521 | industrial or manufacturing purposes, or its equivalent, when |
522 | such building is served by an onsite sewage treatment and |
523 | disposal system, must not be occupied until the owner or tenant |
524 | has obtained written approval from the department. The |
525 | department shall not grant approval when the proposed use of the |
526 | system is to dispose of toxic, hazardous, or industrial |
527 | wastewater or toxic or hazardous chemicals. |
528 | 2. Each person who owns or operates a business or facility |
529 | in an area zoned or used for industrial or manufacturing |
530 | purposes, or its equivalent, or who owns or operates a business |
531 | that has the potential to generate toxic, hazardous, or |
532 | industrial wastewater or toxic or hazardous chemicals, and uses |
533 | an onsite sewage treatment and disposal system that is installed |
534 | on or after July 5, 1989, must obtain an annual system operating |
535 | permit from the department. A person who owns or operates a |
536 | business that uses an onsite sewage treatment and disposal |
537 | system that was installed and approved before July 5, 1989, need |
538 | not obtain a system operating permit. However, upon change of |
539 | ownership or tenancy, the new owner or operator must notify the |
540 | department of the change, and the new owner or operator must |
541 | obtain an annual system operating permit, regardless of the date |
542 | that the system was installed or approved. |
543 | 3. The department shall periodically review and evaluate |
544 | the continued use of onsite sewage treatment and disposal |
545 | systems in areas zoned or used for industrial or manufacturing |
546 | purposes, or its equivalent, and may require the collection and |
547 | analyses of samples from within and around such systems. If the |
548 | department finds that toxic or hazardous chemicals or toxic, |
549 | hazardous, or industrial wastewater have been or are being |
550 | disposed of through an onsite sewage treatment and disposal |
551 | system, the department shall initiate enforcement actions |
552 | against the owner or tenant to ensure adequate cleanup, |
553 | treatment, and disposal. |
554 | (j) An onsite sewage treatment and disposal system for a |
555 | single-family residence that is designed by a professional |
556 | engineer registered in the state and certified by such engineer |
557 | as complying with performance criteria adopted by the department |
558 | must be approved by the department subject to the following: |
559 | 1. The performance criteria applicable to engineer- |
560 | designed systems must be limited to those necessary to ensure |
561 | that such systems do not adversely affect the public health or |
562 | significantly degrade the groundwater or surface water. Such |
563 | performance criteria shall include consideration of the quality |
564 | of system effluent, the proposed total sewage flow per acre, |
565 | wastewater treatment capabilities of the natural or replaced |
566 | soil, water quality classification of the potential surface- |
567 | water-receiving body, and the structural and maintenance |
568 | viability of the system for the treatment of domestic |
569 | wastewater. However, performance criteria shall address only the |
570 | performance of a system and not a system's design. |
571 | 2. The technical review and advisory panel shall assist |
572 | the department in the development of performance criteria |
573 | applicable to engineer-designed systems. |
574 | 3. A person electing to utilize an engineer-designed |
575 | system shall, upon completion of the system design, submit such |
576 | design, certified by a registered professional engineer, to the |
577 | county health department. The county health department may |
578 | utilize an outside consultant to review the engineer-designed |
579 | system, with the actual cost of such review to be borne by the |
580 | applicant. Within 5 working days after receiving an engineer- |
581 | designed system permit application, the county health department |
582 | shall request additional information if the application is not |
583 | complete. Within 15 working days after receiving a complete |
584 | application for an engineer-designed system, the county health |
585 | department either shall issue the permit or, if it determines |
586 | that the system does not comply with the performance criteria, |
587 | shall notify the applicant of that determination and refer the |
588 | application to the department for a determination as to whether |
589 | the system should be approved, disapproved, or approved with |
590 | modification. The department engineer's determination shall |
591 | prevail over the action of the county health department. The |
592 | applicant shall be notified in writing of the department's |
593 | determination and of the applicant's rights to pursue a variance |
594 | or seek review under the provisions of chapter 120. |
595 | 4. The owner of an engineer-designed performance-based |
596 | system must maintain a current maintenance service agreement |
597 | with a maintenance entity permitted by the department. The |
598 | maintenance entity shall obtain a biennial system operating |
599 | permit from the department for each system under service |
600 | contract. The department shall inspect the system at least |
601 | annually, or on such periodic basis as the fee collected |
602 | permits, and may collect system-effluent samples if appropriate |
603 | to determine compliance with the performance criteria. The fee |
604 | for the biennial operating permit shall be collected beginning |
605 | with the second year of system operation. The maintenance entity |
606 | shall inspect each system at least twice each year and shall |
607 | report quarterly to the department on the number of systems |
608 | inspected and serviced. |
609 | 5. If an engineer-designed system fails to properly |
610 | function or fails to meet performance standards, the system |
611 | shall be re-engineered, if necessary, to bring the system into |
612 | compliance with the provisions of this section. |
613 | (k) An innovative system may be approved in conjunction |
614 | with an engineer-designed site-specific system which is |
615 | certified by the engineer to meet the performance-based criteria |
616 | adopted by the department. |
617 | (l) For the Florida Keys, the department shall adopt a |
618 | special rule for the construction, installation, modification, |
619 | operation, repair, maintenance, and performance of onsite sewage |
620 | treatment and disposal systems which considers the unique soil |
621 | conditions and which considers water table elevations, |
622 | densities, and setback requirements. On lots where a setback |
623 | distance of 75 feet from surface waters, saltmarsh, and |
624 | buttonwood association habitat areas cannot be met, an injection |
625 | well, approved and permitted by the department, may be used for |
626 | disposal of effluent from onsite sewage treatment and disposal |
627 | systems. |
628 | (m) No product sold in the state for use in onsite sewage |
629 | treatment and disposal systems may contain any substance in |
630 | concentrations or amounts that would interfere with or prevent |
631 | the successful operation of such system, or that would cause |
632 | discharges from such systems to violate applicable water quality |
633 | standards. The department shall publish criteria for products |
634 | known or expected to meet the conditions of this paragraph. In |
635 | the event a product does not meet such criteria, such product |
636 | may be sold if the manufacturer satisfactorily demonstrates to |
637 | the department that the conditions of this paragraph are met. |
638 | (n) Evaluations for determining the seasonal high-water |
639 | table elevations or the suitability of soils for the use of a |
640 | new onsite sewage treatment and disposal system shall be |
641 | performed by department personnel, professional engineers |
642 | registered in the state, or such other persons with expertise, |
643 | as defined by rule, in making such evaluations. Evaluations for |
644 | determining mean annual flood lines shall be performed by those |
645 | persons identified in paragraph (2)(i). The department shall |
646 | accept evaluations submitted by professional engineers and such |
647 | other persons as meet the expertise established by this section |
648 | or by rule unless the department has a reasonable scientific |
649 | basis for questioning the accuracy or completeness of the |
650 | evaluation. |
651 | (o) The department shall appoint a research review and |
652 | advisory committee, which shall meet at least semiannually. The |
653 | committee shall advise the department on directions for new |
654 | research, review and rank proposals for research contracts, and |
655 | review draft research reports and make comments. The committee |
656 | is comprised of: |
657 | 1. A representative of the Division of Environmental |
658 | Health of the Department of Health. |
659 | 2. A representative from the septic tank industry. |
660 | 3. A representative from the home building industry. |
661 | 4. A representative from an environmental interest group. |
662 | 5. A representative from the State University System, from |
663 | a department knowledgeable about onsite sewage treatment and |
664 | disposal systems. |
665 | 6. A professional engineer registered in this state who |
666 | has work experience in onsite sewage treatment and disposal |
667 | systems. |
668 | 7. A representative from the real estate profession. |
669 | 8. A representative from the restaurant industry. |
670 | 9. A consumer. |
671 |
|
672 | Members shall be appointed for a term of 3 years, with the |
673 | appointments being staggered so that the terms of no more than |
674 | four members expire in any one year. Members shall serve without |
675 | remuneration, but are entitled to reimbursement for per diem and |
676 | travel expenses as provided in s. 112.061. |
677 | (p) An application for an onsite sewage treatment and |
678 | disposal system permit shall be completed in full, signed by the |
679 | owner or the owner's authorized representative, or by a |
680 | contractor licensed under chapter 489, and shall be accompanied |
681 | by all required exhibits and fees. No specific documentation of |
682 | property ownership shall be required as a prerequisite to the |
683 | review of an application or the issuance of a permit. The |
684 | issuance of a permit does not constitute determination by the |
685 | department of property ownership. |
686 | (q) The department may not require any form of subdivision |
687 | analysis of property by an owner, developer, or subdivider prior |
688 | to submission of an application for an onsite sewage treatment |
689 | and disposal system. |
690 | (r) Nothing in this section limits the power of a |
691 | municipality or county to enforce other laws for the protection |
692 | of the public health and safety. |
693 | (s) In the siting of onsite sewage treatment and disposal |
694 | systems, including drainfields, shoulders, and slopes, guttering |
695 | shall not be required on single-family residential dwelling |
696 | units for systems located greater than 5 feet from the roof drip |
697 | line of the house. If guttering is used on residential dwelling |
698 | units, the downspouts shall be directed away from the |
699 | drainfield. |
700 | (t) Notwithstanding the provisions of subparagraph (g)1., |
701 | onsite sewage treatment and disposal systems located in |
702 | floodways of the Suwannee and Aucilla Rivers must adhere to the |
703 | following requirements: |
704 | 1. The absorption surface of the drainfield shall not be |
705 | subject to flooding based on 10-year flood elevations. Provided, |
706 | however, for lots or parcels created by the subdivision of land |
707 | in accordance with applicable local government regulations prior |
708 | to January 17, 1990, if an applicant cannot construct a |
709 | drainfield system with the absorption surface of the drainfield |
710 | at an elevation equal to or above 10-year flood elevation, the |
711 | department shall issue a permit for an onsite sewage treatment |
712 | and disposal system within the 10-year floodplain of rivers, |
713 | streams, and other bodies of flowing water if all of the |
714 | following criteria are met: |
715 | a. The lot is at least one-half acre in size; |
716 | b. The bottom of the drainfield is at least 36 inches |
717 | above the 2-year flood elevation; and |
718 | c. The applicant installs either: a waterless, |
719 | incinerating, or organic waste composting toilet and a graywater |
720 | system and drainfield in accordance with department rules; an |
721 | aerobic treatment unit and drainfield in accordance with |
722 | department rules; a system approved by the State Health Office |
723 | that is capable of reducing effluent nitrate by at least 50 |
724 | percent; or a system approved by the county health department |
725 | pursuant to department rule other than a system using |
726 | alternative drainfield materials. The United States Department |
727 | of Agriculture Soil Conservation Service soil maps, State of |
728 | Florida Water Management District data, and Federal Emergency |
729 | Management Agency Flood Insurance maps are resources that shall |
730 | be used to identify flood-prone areas. |
731 | 2. The use of fill or mounding to elevate a drainfield |
732 | system out of the 10-year floodplain of rivers, streams, or |
733 | other bodies of flowing water shall not be permitted if such a |
734 | system lies within a regulatory floodway of the Suwannee and |
735 | Aucilla Rivers. In cases where the 10-year flood elevation does |
736 | not coincide with the boundaries of the regulatory floodway, the |
737 | regulatory floodway will be considered for the purposes of this |
738 | subsection to extend at a minimum to the 10-year flood |
739 | elevation. |
740 | (u) The owner of an aerobic treatment unit system shall |
741 | maintain a current maintenance service agreement with an aerobic |
742 | treatment unit maintenance entity permitted by the department. |
743 | The maintenance entity shall obtain a system operating permit |
744 | from the department for each aerobic treatment unit under |
745 | service contract. The maintenance entity shall inspect each |
746 | aerobic treatment unit system at least twice each year and shall |
747 | report quarterly to the department on the number of aerobic |
748 | treatment unit systems inspected and serviced. The owner shall |
749 | allow the department to inspect during reasonable hours each |
750 | aerobic treatment unit system at least annually, and such |
751 | inspection may include collection and analysis of system- |
752 | effluent samples for performance criteria established by rule of |
753 | the department. |
754 | (v) The department may require the submission of detailed |
755 | system construction plans that are prepared by a professional |
756 | engineer registered in this state. The department shall |
757 | establish by rule criteria for determining when such a |
758 | submission is required. |
759 | Section 5. This act shall take effect upon becoming a law. |