The Issue The issues for consideration in these cases concern whether the Petitioners are entitled to an on-site sewage disposal system ("OSDS") permit, or the grant of a variance from the permitting requirements embodied in the statutes and rules cited herein, so as to authorize installation of an OSDS for property they own near the Suwanee River in Dixie County, Florida. See, Section 381.272, Florida Statutes, and Chapter 10D-6, Florida Administrative Code.
Findings Of Fact The Petitioners are the owners of certain real property located in Dixie County, Florida, in close proximity to the Suwanee River, more particularly described as Lots 22 and 37, High Point Suwanee Riverfront Estates, a subdivision platted and recorded in 1983. Lot 22 is approximately 150 feet by 127 feet by 121 feet, and Lot 37 is approximately 100 feet by 175 feet by 176 feet in dimension. The lots were purchased on September 22, 1987 and December 10, 1987, respectively. The parties have stipulated that evidence and factual testimony adduced in this proceeding shall apply equally to the circumstance of both lots since they are in close proximity to each other and have similar elevations and other site characteristics. Accordingly, these Findings of Fact will be based upon that stipulated, combined evidence; and all Findings of Fact will apply to both lots, except as to elevation figures peculiar to each lot and as otherwise noted in these Findings of Fact. The Petitioners purchased Lot 22 for $14,995.00 and Lot 37 for $12,500.00. They were purchased in September and December of 1987, respectively. The Petitioners purchased them with the intent of holding them for investment and building a retirement-type home on one of the lots. On March 22, 1990, the Petitioners applied for an OSDS permit for the lots in question. The new systems applied for would be for a frame-type "stilt home", which would contain three bedrooms and a heated and cooled area of 1,232 feet, which equates to a 350-450 gallons per day sewage flow under the standards contained in the Respondent's rules. Hubert H. Raker, a certified, land surveyor of Cross City, Florida, performed a survey on the property, shown by Petitioners' Exhibit NO. 1 in evidence. That survey establishes a benchmark elevation for Lot 22 of 11.79 feet above mean sea level ("MSL"). That benchmark is actually six inches above the grade level elevation of the property at the benchmark location. Lot 37 was established to have a benchmark elevation of 12.25 feet above MSL, also six inches above the actual grade level of the lot at the benchmark elevation site. The site of the proposed installation of the OSDS has an elevation of 11.19 feet above MSL, as to Lot 22, and 11.75 feet above MSL, as to Lot 37. The ground water level, at the time the site evaluation was made by the Respondent's representative, was 60 inches below the surface of the grade for Lot 22 and 54 inches below the surface of the grade for Lot 37. The wet season water table for both lots was shown, by "mottling" existing in the soil beneath the surface of the lots, to be 54 inches below `:he surface of both lots. The soil type for both lots, starting with six inches below the surface, is of a "slight limited" soil characteristic and is fine sand down to approximately 48 inches and from 48 inches to 72 inches, consists of "loamy-sand". Such soils are well adapted to OSDS installation and operation. The property was shown, by the Respondent's own Composite Exhibit NO. 2 in evidence, to not be subject to frequent flooding. The property is, however, as to both lots, beneath the ten-year flood elevation established by the Suwanee River Water Management District's calculations and admitted into evidence in this proceeding as a part of Respondent's Composite Exhibit NO. 2. The ten-year flood elevation for both lots was shown to be 15 feet above MSL. Thus the surface elevation of both lots is somewhat below the 15-foot, ten-year flood elevation. The bottom of the drain-field or absorption-bed trenches, if the systems were installed on the lots, would be a greater distance beneath the ten- year flood elevation. Thus, the property is located within the ten-year flood elevation of the Suwanee River and is also located within the regulatory floodway of the Suwanee River. Other properties and lots in the immediate proximity of the Petitioners' two lots are equipped with OSDS's, including a number of "mounded systems", involving the placement of septic tanks and drain fields in elevated earthen mounds in order to elevate them above the ten-year flood elevation. Petitioner, John W. Holian, testified in a general way that such a system might be feasible and advisable in his situation, as well as the possibility of installing an aerobic septic tank treatment and disposal system, involving the injection of air into the septic tanks so that aerobic, (as opposed to anaerobic), bacteria could perform the sewage treatment function, which typically perform the function better than does a conventional anaerobic system. Petitioner Holian, did not offer any detailed testimony or evidence which would explain and establish how such a system could work without endangering the health of the Petitioners or members of the general public, if placed on the lots in question below the ten-year flood elevation, nor if or how such a system would protect against degradation of the ground or surface waters involved in the proximity" of the sites. If the system were mounded above the ten-year flood elevation, the Petitioners did not establish, through proper engineering testimony and other evidence generated by a registered engineer, that the use of the fill for the earthen mound for such a system would not raise the level of the "base flood." In summary, although the Petitioners suggested such a mounded system or an aerobic system or such a system possibly used in combination, the Petitioners did not go beyond suggesting an alternative and did not offer evidence which could establish that such an alternative would be a reasonable operationally feasible one and would adequately protect the ground or surface waters and the members of the general public from health hazards associated with sewage effluent. See, Rule 10D-6.47(6), Florida Administrative Code. On May 1, 1990, the Respondent, by letter, advised the Petitioners that they should pursue a formal administrative proceeding upon the initial denial of their OSDS permit application and advised them that an application for a variance from the requirements of Rule 10D-6.47(6), Florida Administrative Code, regarding the ten-year flood elevation problem at issue, should not be pursued but rather, the formal hearing process before the Division of Administrative Hearings should be employed by the Petitioners. The Respondent asserts, that the Petitioners were not accorded the opportunity to avail themselves of the variance procedure because of the Respondent's interpretation of the Governor's Executive Order 90-14, which it opines precludes it from granting any variances or permits for OSDS within the ten-year flood elevation. The Governor's Executive Order, which incorporated the "Suwanee River Task Force" recommendation to preclude such systems beneath the ten year flood elevation was entered on January 17, 1990. The Respondent has, in effect, interpreted that Executive Order as precluding it from exercising its discretion to entertain and grant or deny variance applications. The Petitioners apparently took-that advice because no variance application was filed. It is noted, somewhat parenthetically, however, that in terms of the requirements for the establishment of a right to a variance, the Petitioners have not shown that no reasonable alternatives exist to a standard subterranean septic tank and drain field OSDS, (such as those alternatives referenced in the paragraph next above, which efficacy was, nonetheless, not established by the Petitioners). Neither did the Petitioners establish, in terms of the variance requirements in the authority referenced below, that the installation of an OSDS would not have an adverse effect on the public's health or the quality of the ground or surface waters involved at the sites. Because these two necessary elements of proof necessary to establish the right to a variance, through hardship, were not proven by the Petitioners, the elements of proof necessary to establish the right to a hardship variance have not been made out by the Petitioners and one could not be granted under the proof of record in this proceeding, even had the Petitioners made formal application for such a variance. That is not to say, however, that with proper preparation and presentation of evidence, entitlement to a variance could not be established in the future.
Recommendation Having considered the foregoing Findings of Fact, Conclusions of Law, the evidence of record, the candor and demeanor of the witnesses, and the pleadings and arguments of the parties, it is therefore, RECOMMENDED that a Final Order be entered denying the Petitioner's application for an OSDS permit. DONE AND ENTERED this 19th day of December, 1990, in Tallahassee, Leon County, Florida. P. MICHAEL RUFF 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 20th day of December, 1990. APPENDIX TO RECOMMENDED ORDER IN CASE NO. 90-3109 AND 90-3445 The Petitioners filed no proposed findings of fact. Respondent's Proposed Findings of Fact 1-9. Accepted. COPIES FURNISHED: Sam Power, Agency Clerk Department of HRS 1323 Winewood Boulevard Tallahassee, Florida 32399-0700 Linda K. Harris, Esquire General Counsel Department of HRS 1323 Winewood Boulevard Tallahassee, Florida 32399-0700 John W. Holian 466 South Lake Triplet Drive Casselberry, Florida Frances S. Childers, Esquire Assistant District III Legal Counsel Department of HRS 1000 N.E. 16th Avenue Gainesville, Florida 32609
The Issue The issue to be resolved in this proceeding concerns whether the Petitioners are entitled to an on-site sewage disposal system ("OSDS") permit in consideration of the statutes and rules relating to approval of permits cited and discussed herein, or whether they are entitled to a variance from the strict requirements of those statutes and rules so as to allow the installation of the OSDS on their property near the Suwannee River. See Section 381.272, Florida Statutes, and Chapter 10D-6, Florida Administrative Code.
Findings Of Fact The Petitioners purchased real property located in Levy County, Florida, in 1967. That property is located in the unincorporated community of "Fowlers Bluff" on the east bank of the Suwannee River. The property is more particularly described as the west one-half of Lot 13, and the east three- quarters of Lot 14, Treasure Camp Addition, Unit 3. The lot in question is approximately 100 feet by 125 feet by 197 feet in size. There is adequate unobstructed area available for the subject system's installation, according to Respondent's Exhibit NO. 1 in evidence. The lot is part of a subdivision which was platted prior to 1956. The subject lot has available a potable water source from the public water system. Consequently, the lot is of sufficient size to meet the quarter-acre minimum requirement for the installation of septic tank and drain-field systems in situations where lots have potable water available from a public water system, which is the case in this circumstance. The effective soil depth at the drain-field installation site is greater than 42 inches below the bottom surface of the proposed drain-field trench or absorption bed location. That is, 72 inches of sand, which is a "slight limited soil" and appropriate for such installations, exist at the site. The wet season water table was shown to exist at 26 inches below the grade level. The wet season water table, pursuant to Rule 10D-6.047(2) Florida Administrative Code, must be at least 24 inches below the bottom surface of the drain-field trench or absorption bed. Consequently, the wet season water table in this situation is not sufficient in depth for the proposed installation to meet this provision of the Respondent's rules. The Petitioners seek to gain approval for a system to serve a single- family residence of approximately 2,000 heated and cooled square feet, with a "standard" 350 gallons per day sewage flow. The residence would contain three bedrooms, as presently envisioned. The Petitioners' Exhibit NO. 1 establishes a benchmark elevation for the grade level of the proposed OSDS installation site of 7.48 feet above mean sea level ("MSL"). The actual grade elevation is 0.8 feet below that benchmark elevation. That is, the elevation of the grade of the property is 6.72 feet above MSL at the proposed installation site., The ten-year flood elevation for the proposed installation site, however, is 9 feet above MSL, as verified by a report prepared by the Suwannee River Water Management District, admitted into evidence and which was submitted to the Respondent by the Petitioners in the application process. The property also lies within the regulatory floodway of the Suwannee R for purposes of Rule 10D-6.047(6), Florida Administrative Code. Testimony by Mr. Parker, as well as the Respondent's evidence through Mr. May, establishes that the property in the past has had approximately 30 inches of fill placed on it. Because of this, the grade level elevation is in fairly-close proximity to the ten-year flood elevation and because of the prevailing slight limited soil type down to a depth of six feet, the property was shown to be generally amenable to installation of a mounded septic tank and drain-field disposal system, which mounding could raise the property so that the bottom of the drain-field trench or absorption bed would not be within the ten- year flood elevation. As Mr. May indicated by letter dated March 1, 1990 to Mr. Parker, the lot could be filled utilizing slight limited soil so that a mound to contain the septic tank and drain field of no more than the required 36 inches, pursuant to Rule 10D-06.0493(b), Florida Administrative Code, might be utilized. That letter, in evidence, also indicates that if the lot, or a portion of it, is filled, the fill shall extend a minimum of 20 feet in all directions beyond the perimeter of the mound base. The lot was shown to be of sufficient size to accommodate such a perimeter area of fill. In that same letter, Mr. May advised Mr. Parker that he had the right to request a variance from the provisions of Chapter 10D-6 Florida Administrative Code, since his property, in Mr. May's view, did not meet the criteria in that regulatory chapter for the issuance of an actual permit. The record does not reflect that an actual variance application had been filed, however. It would thus seem that this property is amenable to a reasonable alternative solution to a conventional, subterranean septic tank and drain-field system by the use of the "mounding process". That alternative, however, pursuant to Rule 10D-6.047(6), Florida Administrative Code, would require the certification of a registered professional engineer to the effect that the installation of such a mound could be done ,in such a way as not to raise the "base flood" level. This is because the property lies within the regulatory floodway of the ,Suwannee River; and under the rule section cited last above, a `certification must be made that the base flood level will not be raised by such a mounded system installation for property lying in the regulatory floodway. The Petitioners adduced no such engineering testimony or evidence to establish that if the system were installed with the mounding process, the base flood level would not be raised. In addition to the evidence culminating in the above Findings of Fact, the Petitioners offered general testimony to the effect that they had purchased the property in question for purposes of both having a "retirement rest egg" and a place to live should they choose to live on the property. The Petitioners established that they, like numerous other OSDS permit applicants in similar proceedings, are undergoing a hardship because they purchased the property for residential purposes or for re-sale for residential purposes and cannot construct a residence and live on the property or sell it for that purpose because of the inability to obtain a permit. The Petitioners' proof, in terms of the variance criteria noted below, is inadequate to show that there are no alternative systems available which will adequately dispose of and treat the sewage to be expected, nor did the Petitioners establish that installation of the system presently proposed would only constitute a minor deviation from the requirements of the Respondent's OSDS permitting rules, in terms of having no adverse effect on the health of the Petitioners, the general public, or upon the surface or ground waters involved in the vicinity of the site. Although the Petitioners did not formally apply for a variance, no adequate proof in these two particulars was offered so as to justify the grant of a variance; however, it was established that the property was platted prior to 1972 for purposes of the relaxed consideration embodied in the variance rule and statute for this circumstance. The Respondent now asserts, however, that the Petitioners should not be accorded the opportunity to avail themselves of the variance procedure because of the Respondent's interpretation of the Governor's Executive Order 90-14, which it opines precludes it from granting any variances or permits for OSDS's within the ten-year flood elevation. The Governor's Executive Order, which incorporated the "Suwannee River Task Force" recommendation to preclude such systems beneath the ten- year flood elevation, was entered on January 17, 1990. The Respondent has, in effect, interpreted that Executive Order as precluding it from exercising its discretion to entertain and grant or deny variance applications.
Recommendation Having considered the foregoing Findings of Fact, Conclusions of Law, the evidence of record, the candor and demeanor of the witnesses, and the pleadings and arguments of the parties, it is therefore, RECOMMENDED that a Final Order be entered denying the application for the subject permit, without prejudice to a later application for a variance or a later application for an OSDS permit based upon additional and changed facts and circumstances. DONE AND ENTERED this 19th day of December, 1990, in Tallahassee, Leon County, Florida. P. MICHAEL RUFF 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 20th day of December, 1990. APPENDIX TO RECOMMENDED ORDER IN CASE NO. 90-3695 The Petitioners submitted no proposed findings of fact. Respondent's Proposed Findings of Fact: 1-8. Accepted. 9. Rejected, as immaterial. 10-11. Accepted. COPIES FURNISHED: Sam Power, Agency Clerk Department of HRS 1323 Winewood Boulevard Tallahassee, Florida 32399-0700 Linda K. Harris, Esquire General Counsel Department of HRS 1323 Winewood Boulevard Tallahassee, Florida 32399-0700 Arnold G. Parker P.O. Box 467 Chiefland, Florida 32626 Frances S. Childers, Esquire Assistant District III Legal Counsel Department of HRS 1000 Northeast 16th Avenue Gainesville, Florida 32609
The Issue The issue for consideration in the proceeding concerns whether the Petitioner is entitled to an on-site sewage disposal system permit ("OSDS") authorizing installation of an on-site sewage disposal system for property the Petitioner owns near the Suwannee River in Gilchrist County, Florida, in consideration of the relevant provisions of Section 381.272, Florida Statutes, and Chapter 10D-6, Florida Administrative Code, and whether the Petitioner should be entitled to pursue a variance from the permitting statute and rules embodied in that chapter of the code.
Findings Of Fact The Petitioner owns certain real property located in Gilchrist County, Florida on the east bank of the Suwannee River, adjoining the river. The property is more particularly described as Lot 9, Block B, Two River Estates. The property was purchased on January 3, 1985 and was platted as a subdivision on January 5, 1959. The lot in question upon which the OSDS would be installed should a permit be granted, is approximately one acre in size. On April 30, 1990, the Petitioner made application for an OSDS seeking authorization to install such a conventional septic tank and drain-field system for disposing and treating household sewage effluent on the subject property. The system would be designed to serve a single-family residence, containing approximately two bedrooms, and approximately 1,200 heated and cooled square feet of living space. Upon making application, the Petitioner was informed that he would have to obtain a surveyed elevation of his property, as well as the ten-year flood elevation for his property for the river mile of the Suwannee River at which his property is located. The Petitioner consequently retained Herbert H. Raker, a registered land surveyor, who surveyed the elevation for his property. Mr. Raker established a bench mark elevation of 29.24 feet above mean sea level ("MSL"). The site of the proposed OSDS installation on that lot has an elevation at the surface grade of 28.5 feet. The subsurface of the lot at the installation site is characterized by appropriate, "slight-limited" soil extending 72 inches below the surface grade of the lot. The wet season water table is 68 inches below the surface grade of the lot. Consequently, there is more than adequate slight-limited soil to handle disposal and treatment of the sewage effluent from a single-family residence, such as is proposed, since the wet season water table is 68 inches below the surface of the property. Thus, a more than adequate treatment space and appropriate soil beneath the bottom surface of any proposed drain field to be installed at the site would exist so as to comply with the pertinent rules cited herein. The problem with a grant of the subject permit consists only of the fact that the property lies beneath the ten-year flood elevation, that is, it is approximately 1.5 feet beneath that elevation. The Suwannee River Water Management District report submitted to the Respondent agency by the Petitioner in the application process for the OSDS permit (in evidence) reveals that the ten-year flood elevation for the property in question is 30 feet above MSL. The soils prevailing at the proposed installation site, the great depth of the wet season water table, and the fact that the lot is approximately one acre in size and above the minimum size requirements for the installation of an OSDS, all militate in favor of a grant of the permit, except for the basis for its denial initially, that is, that it is simply beneath the ten-year flood elevation for purposes of the prohibition contained in Rule 10D-6.047, Florida Administrative Code. Although located within the ten-year flood elevation, the site is not located within the regulatory flood way so that if a mounded system or other raised OSDS alternative system were proposed and installed, an engineer's certification would not be required regarding the issue of raising the base flood level by the deposition of fill at the installation site for purposes of Rule 10D-6.047(6), Florida Administrative Code. There is no central water system available to the property; however, although there was conflicting testimony about the distance the proposed installation site would be from a neighbor's potable water well, the testimony of the Petitioner is accepted as being most certain in establishing that more than the required distance from that potable water well exists between it and the proposed septic tank and drain-field installation site, since the Petitioner established that approximately 110 feet is the actual separation distance. The Petitioner purchased the property to construct a single-family residence for himself and his family. He expended a substantial sum of money for the property and is unable to use it for its intended purpose without the subject permit or at least a variance so as to authorize him to install an OSDS. The Petitioner offered no concrete proposals or plans for an alternative system which might reasonably accomplish treatment and disposal of the sewage effluent in question without harm to ground or surface waters or the public health. No substantial proof was offered of a system which would either dispose of and treat the effluent at a location above the ten-year flood elevation or, if still below it, would adequately treat and dispose of the effluent sewage to safeguard the public health and the ground or surface waters involved, such that its existence slightly beneath the ten-year flood elevation would only be a "minor deviation" from that portion of the permitting rules. In point of fact, it would seem that a mounded system would be feasible on a lot this size, especially in view of the fact that the bottom surface of the proposed drain-field trenches or absorption beds would only have to be raised slightly over 1.5 feet from the surface grade of the subject lot and installation site in order to comply with the ten-year flood elevation parameter, which was the only basis for denial of this permit application. No proof was offered concerning how such a mounded system would be designed, installed and otherwise accomplished, however. Upon denying the initial application for the OSDS permit, the Respondent advised the Petitioner that he should pursue a formal administrative hearing process rather than make application for a variance and proceed through the internal variance board mechanism operated by the department in order to obtain a variance from the requirements of Rule 10D-06.47(6), Florida Administrative Code. The Respondent advised the Petitioner of this because the subject property was located within the ten-year flood elevation of the Suwannee River; and as the Respondent interpreted the Governor's Executive Order Number 90-14, which incorporated by reference the "Suwannee River Task Force Report" commissioned by the Governor, the Order absolutely prohibited the granting of any variances authorizing installation of OSDS's beneath the ten-year flood elevation of the Suwannee River or the granting of any OSDS permits themselves authorizing such installations.
Recommendation Having considered the foregoing Findings of Fact, Conclusions of Law, the evidence of record, the candor and demeanor of the witnesses, and the pleadings and arguments of the parties, it is therefore, RECOMMENDED that a Final Order be entered denying the Petitioner's application for an OSDS permit. DONE AND ENTERED this 5th day of March, 1991, in Tallahassee, Leon County, Florida. P. MICHAEL RUFF Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, FL 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 5th day of March, 1991. APPENDIX TO RECOMMENDED ORDER The Petitioner did not file a Proposed Recommended Order. Respondent's Proposed Findings of Fact 1-10. Adopted. COPIES FURNISHED: Sam Power, Agency Clerk Department of HRS 1323 Winewood Boulevard Tallahassee, FL 32399-0700 Linda K. Harris, Esq. General Counsel Department of HRS 1323 Winewood Boulevard Tallahassee, FL 32399-0700 John Gary Wilson P.O. Box 2061 Lake City, FL 32055 Frances S. Childers, Esq. Department of HRS 1000 N.E. 16th Avenue Gainesville, FL 32609
Findings Of Fact On or about December 28, 1987 Hy Kom filed with the Department an application for a permit to construct a .0126 MGD Advanced Waste Water Treatment Plant on Emerson Point, Snead Island in Manatee County. The proposed waste water treatment plant would discharge effluent into the waters of Terra Ceia Bay in Manatee County. The proposed waste water treatment plant would discharge effluent into the waters of Tampa Bay in Manatee County. The proposed waste water treatment plant would discharge effluent into the waters of Manatee River in Manatee County. The waters of Terra Ceia Bay have been designated Outstanding Florida Waters (OFW) by the Department. On or about April 27, 1989 the Department issued a Notice of Permit Denial concerning Hy Kom's permit application. The parties stipulate the Intervenor, Manasota-88, has standing to intervene as a party Respondent and to object to the issuance of the permit. Petitioner's evidence can best be summarized by what was not submitted. First, the expert witness called to identify the application had not prepared any part of the application or verified any of the studies presented therein. Similarly Petitioner's expert on the proposed treatment plant did not testify that Petitioner was committed to using this plant, or that the construction of the plant and the operation of the plant would comply with statutory and rule requirements. The only witness called by Petitioner to testify to the effect the discharge from the proposed advanced waste water treatment plant would have on the receiving waters was also Respondent's expert; and this witness testified that the effluent discharge from this proposed plant would have an adverse effect on the receiving waters, would seriously degrade the receiving waters as a nursery habitat for both crustacea and fishes endemic to the area, and that no reasonable assurances that this would not happen were ever presented by the Petitioner. This witness further testified that no discharge into these receiving waters would be acceptable not only because of the nitrogen level (which was the most significant reason for denying the permit) but also because even a discharge of absolutely pure water would upset the salinity of the receiving waters at the critical time the receiving waters act as a marine nursery.
Recommendation It is RECOMMENDED that a Final Order be entered denying the application of Hy Kom Development Company, for a permit to construct and operate an advanced waste water treatment facility at Emerson Point, Snead Island, Manatee County, Florida. DONE and ORDERED this _15th_ day of September, 1992 in Tallahassee, Leon County, Florida. COPIES FURNISHED: JAMES W. STARNS ESQ 501 GOODLETTE RD SUITE D-100-24 NAPLES FL 33940 W DOUGLAS BEASON ESQ ASST GENERAL COUNSEL K. N. AYERS 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 _15th_ day of September, 1992. DEPT OF ENVIRONMENTAL REGULATION 2600 BLAIRSTONE RD TALLAHASSEE FL 32399 2400 THOMAS W REESE ESQ 123 EIGHTH ST N ST PETERSBURG FL 33701 DANIEL H THOMPSON ESQ GENERAL COUNSEL DEPT OF ENVIRONMENTAL REGULATION 2600 BLAIRSTONE RD TALLAHASSEE FL 32399 2400 CAROL BROWNER SECRETARY DEPT OF ENVIRONMENTAL REGULATION 2600 BLAIRSTONE RD TALLAHASSEE FL 32399 2400
The Issue The issues to be resolved in this proceeding concern whether the Petitioner is entitled to an on-site sewage disposal system permit ("OSDS") or the grant of a variance for installation of such a system on property the Petitioner owns on the Suwannee River in Dixie County, Florida, in accordance with the provisions of Section 381.272, Florida Statutes and Chapter 10D-6, Florida Administrative Code.
Findings Of Fact The Petitioner, Spencer B. Miller, owns real property in Dixie County, Florida, more ill described as Lot 2, Block A, Riverbend Estates. The lot in question is approximately 1.61 acres in size and was purchased in 1973, but was not platted until 1974. On March 19, 1990, the Petitioner applied for an OSDS permit in order to become entitled to install an on-site sewage disposal septic tank and drain-field system on the subject lot for purposes of serving a single- family dwelling. There is no existing OSDS on the lot. Upon receiving the application, the Department's local public health official informed the Petitioner that he would have to obtain a benchmark elevation for the surface of his property and also establish the ten-year flood plain elevation for the property. Accordingly, the Petitioner obtained the services of Daniel M. Kroft, a registered land surveyor, who established a benchmark elevation for the subject lot of 11.34 feet above mean sea level (MSL). That benchmark is twelve inches above the actual grade level elevation of the lot, which is, therefore, 10.34 feet above MSL at the site of the proposed OSDS installation. The groundwater table cat the time of the evaluation was 36 inches below the surface of the, existing grade of the lot. Due to "mottling" coloration found in the soil, it was established that the wet season water table was 18 inches below the surface of the grade of the lot. Thus, the clearances between the water table levels and the surface of the lot are not sufficient so that the installation of drain field trenches or absorption beds into the original grade surface of the lot would leave a sufficient clearance, required by the rules cited below, between the bottom of the drain field and the water table in order for adequate treatment of the disposed effluent to occur before it communicates with the groundwater. In this connection, at some time in the past, a mound has been installed on the lot in question of approximately 36 inches elevation. On the site of the mound, it has been shown that the water' table level shown by mottling in the soil is approximately 66 inches below the surface of the mound. Thus, if the septic tank and drain field system proposed were installed in that mound, the required clearances between the bottom of the drain field trenches and the water table level could be met. However, even with the mound elevating the surface of the lot from 36 to 48 inches, the property would still be a maximum of 14.34 feet above MSL on the surface of the mound, which is beneath the ten-year flood elevation, which was established in this record to be 15 feet above MSL. Further, if the drain field trench was installed beneath the surface of the mound, the bottom of the drain field trench would be substantially less than 14.34 feet above MSL; and, thus, a significantly greater distance below the 15- foot, ten-year flood elevation. In addition to lying beneath the `ten-year flood elevation even at the top of the mound, the property lies within the regulatory floodway of the Suwannee River. This means that any mounding in order to install a system above the ten-year flood elevation would have to be certified by a registered engineer to be of such a nature that the installation of the required volume of fill dirt would not cause an elevation of the "base flood". No such engineering testimony or evidence has been adduced in this case; however, and, thus, this portion of Rule 10D-6.047(6) has not been complied with. In 1987, the Petitioner was granted a variance for the installation of the OSDS in question on Lot 2. The variance was granted for a period of one year, but was allowed to expire by the Petitioner without ever installing such a system. Thus, there is no variance applicable to the subject lot at the present time. In fact, the Petitioner has not actually formerly applied for a variance in this case, although the Department referred the matter to the Division of Administrative Hearings with a view toward such issues being raised in a formal proceeding, along with the issues concerning the permit denial itself. In this connection, the Petitioner did not establish any proof that any hardship suffered by being unable to install the OSDS could not be alleviated by the installation of reasonable alternative systems or methods of treatment and disposal. Petitioner adduced no such evidence to describe such a reasonable, alternative system, however, and failed to show, in light of the variance criteria enumerated in the statute and rules cited below, that there were no alternative systems available for adequate and safe treatment and disposal of the sewage effluent to be expected. Further, in terms of establishing entitlement to a variance, or to a permit for that matter, he did not establish that the installation of a conventional subterranean septic tank and drain field disposal and treatment system would not pose a threat to public health or an adverse impact on the quality of service and groundwaters in the vicinity of the subject property. That being the case, and the Petitioner not having demonstrated that the bottom of the drain field trenches involved, as proposed, would not be above the ten-year flood elevation, there has been no sufficient proof to establish entitlement to either an OSDS permit itself or a variance from the statutes and rules containing the permitting standards and requirements cited below. The Petitioner was not accorded the opportunity to avail himself of the Department's informal variance procedure because of the Department's interpretation of the Governor's Executive Order 90-14, which was entered January 17, 1990. The Department takes the position that that executive order precludes it from exercising its discretion to grant any such variances for properties which lie beneath the ten-year flood elevation. This led to its advising the Petitioner that to apply for a variance in this instance would be futile. The Governor's Executive Order entered January 17, 1990 incorporated "recommendation 36" of the "Suwannee River Task Force", which urged the prohibition of OSDA installations beneath the ten-year flood elevation. That Executive Order, incorporating the recommendation, has been interpreted by the Department to absolutely prohibit the installation of OSDS's within the ten-year flood plain. Thus, the Department has, in effect, interpreted that Executive Order as precluding it from exercising its discretion to hear and grant or deny any variance applications for property so situated.
Recommendation Having considered the foregoing Findings of Fact, Conclusions of Law, and the evidence of record, it is, therefore RECOMMENDED: That a Final Order be entered denying the application of Spencer B. Miller for an OSDS permit. DONE and ENTERED this 19th day of December, 1990, in Tallahassee, Florida. P. MICHAEL RUFF 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 20th day of December, 1990. APPENDIX TO RECOMMENDED ORDER IN CASE NO. 90-3113 Respondent's Proposed Findings of Fact: 1-8. Accepted. 9. Rejected, as immaterial in this de novo proceeding. 10-11. Accepted. COPIES FURNISHED: Sam Power, Agency Clerk Department of Health and Rehabilitative Services 1323 Winewood Blvd. Tallahassee, FL 32399-0700 Linda Harris, General Counsel Department of Health and Rehabilitative Services 1323 Winewood Blvd. Tallahassee, FL 32399-0700 Spencer B. Miller Post Office Box 519 Bronson, FL 32621 Frances S. Childers, Esquire Asst. District III Legal Counsel 1000 Northeast 16th Avenue Gainesville, FL 32609
The Issue Should Petitioner fine Respondent for using contaminated spoil from the previous septic system to cover a new drainfield being installed?
Findings Of Fact Petitioner issues permits for the construction, installation, modification, or repair of onsite sewage treatment systems in accordance with Section 381.0065, Florida Statutes. Those repairs are conducted by septic tank contractors as qualified and registered by Petitioner, with the expectation that the registrants shall be subject to ethical standards of practice in their business as established by Petitioner's rules. See Section 489.553(3), Florida Statutes. Respondent, whose address is Post Office Box 390073, Deltona, Florida 32738-0073, is registered by Petitioner as a septic tank contractor. Respondent does business as Alpha Environmental Services. Respondent contracted with a customer at 1019 Pioneer Drive, Deltona, Florida to replace an onsite sewage treatment and disposal system at that address. Petitioner issued a permit for the work related to the septic system. Leila Baruch, then of the Volusia County Florida Environmental Health Agency, certified by Petitioner in inspecting septic systems, inspected the site before the work was performed. On February 18, 1999, Ms. Baruch returned to the site for the purpose of examining the "easy way" drainfield which Respondent had installed over the natural soil at the bottom of the replacement system. The easy way drainfield is a system of pipes surrounded by pieces of styrofoam. At the time of this inspection, the cover that was to be placed over the top of the drainfield had not been arranged. Ms. Baruch observed the old contaminated material that had been excavated from the failed system (the spoil) located to the side of the new drainfield. The new drainfield had been left uncovered to allow the inspector to observe its placement depth. As was the custom, the Volusia County Environmental Health Agency approved the installation of the drainfield concerning its relative depth and a call was made from Ms. Baruch to Respondent's business indicating that it would be acceptable to cover the drainfield following the more recent inspection. By this contact, it was not intended to grant permission to cover the drainfield with the spoil that had been removed from the failed system. This call to Respondent's business was made on February 18, 1999. Later on February 18, 1999, Ms. Baruch spoke with Respondent. This contact was based upon remarks that had been made to Ms. Baruch by the customer homeowner during Ms. Baruch's inspection of the site earlier on that date. The customer's remarks were to the effect that she understood that Respondent intended to use the spoil removed from the original septic system to cover the new system. In her conversation with Respondent, Ms. Baruch reminded Respondent that Respondent could not use the spoil to cover the new drainfield. In addition, Ms. Baruch read from Rule 64E-6.015(6), Florida Administrative Code, concerning the prohibition against the use of spoil material in covering the new drainfield. Ms. Baruch returned to the job site two or three days later and observed that the spoil material from the failed septic system had been used to cover the new drainfield. Respondent was responsible for the placement of the spoil material as a cover for the new drainfield. This condition in which the spoil material had been placed over the new drainfield was also observed by Scott Chambers of the Volusia County Environmental Health Agency, who is registered as a sanitarian with the Florida Environmental Health Association and certified by Petitioner for inspection of onsite sewage and disposal systems. As a consequence of the findings made by the inspectors, Petitioner cited Respondent for violation of Rule 64E-6.015(6), Florida Administrative Code, and seeks to impose a fine in accordance with Rule 64E-6.022(1)(p), Florida Administrative Code. Respondent's contention in his testimony that the spoil material was not placed immediately on the new drainfield is rejected. A substantial portion, if not all, of the new drainfield was covered by the spoil removed from the failed drainfield.
Recommendation Upon consideration of the facts found and conclusions of law reached, it is RECOMMENDED: That a final order be entered which finds Respondent in violation of Rule 64E-6.015(6), Florida Administrative Code, and imposes a $500.00 fine in accordance with Rule 64E-6.022(1)(p), Florida Administrative Code. DONE AND ENTERED this 17th day of November, 1999, in Tallahassee, Leon County, Florida. COPIES FURNISHED: Charlene J. Petersen, Esquire Department of Health 420 Fentress Boulevard Daytona Beach, Florida 32114 Michael Jedware Post Office Box 390073 Deltona, Florida 32738-0073 Angela T. Hall, Agency Clerk Department of Health Bin A02 CHARLES C. ADAMS Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 17th day of November, 1999. 2020 Capital Circle, Southeast Tallahassee, Florida 32399-1703 Dr. Robert G. Brooks, Secretary Department of Health Bin A02 2020 Capital Circle, Southeast Tallahassee, Florida 32399-1701
Findings Of Fact Hiram Bowden, age 65 years, has owned the property and lived for 25 years at Bowden's Trailer Park, 514 Glen Road, Orlando, Orange County, Florida. He resides with his wife, Deana, and adult son, Joe. Bowden's Trailer Park is licensed as a mobile home park by the Department of Health and Rehabilitative Services, pursuant to Chapter 513, F.S. The permit allows 21 mobile homes and several recreational vehicles. The park is served by an on-site sewage disposal system, also known as septic tanks. This system provides anaerobic treatment, with waste solids settling out and liquids passing through filters and into a drain field. Because of the high water table in the area, the Bowdens' system is above ground. That is, the tank is below ground and the effluent is pumped up to a treatment box and into perforated drain tile pipes. The drainfields, including the drain tiles, are above ground, covered with earth, with cement block walls. The Bowdens have two drainfields, a large one serving about three-fourths of the trailers and a laundry, and a smaller field serving the rest of the trailers. Tom Yurchenco has been an environmental health specialist with the Orange County Health Department since 1983. He has a 4-year undergraduate degree in environmental studies and is a certified Class B Wastewater Treatment System Operator. He was first assigned to inspect Bowden's Trailer Park on July 25, 1988. On that date he found both drainfields overgrown and cluttered with debris. There was a distinct odor, but it was impossible to tell what the problem was. His inspection report, left at the site, required the area to be mowed. The mowing was accomplished, and on August 8, 1988, Yurchenco found the drainfields leaking. The Bowdens were given a sanitary nuisance citation and a week to correct the problem. Another inspector visited the site on August 16, 1988. Yurchenco returned on September 1, 1983 and found the large field was no longer leaking. The repair job appeared, however, to be make-shift, with dirt piled and packed in. The small drainfield was leaking. On October 26, 1988, Yurchenco found the large drainfield was leaking again, with effluent flowing into a county ditch. The small drainfield was too overgrown for a close inspection. On November 4, 1988, there was no change in the conditions. A letter was sent to the Bowdens reminding them of the August 8, 1988, notice to abate, and warning them of legal action. On December 13, 1988, Thomas Yurchenco found no change in the drainfields, and referred the case for legal action. He made other inspections on January 30, 1989; February 2, 1989; February 16 and 17, 1989; April 5, 1989; and May 3, 10 and 18, 1989. On each occasion one or the other or both drainfields were leaking sewer effluent, on some days draining into the county drainage ditch. Some, but not all, of the inspection reports are signed by the Bowdens- -Deana, Hiram or Joe. The health department inspector tried to deliver the reports, but a dog guarded the Bowden's trailer and when the inspector drove up and honked his horn, sometimes there would be no response. On those occasions he left the report at the pump house. He also spoke with the Bowdens by telephone, and numerous letters were sent describing the problem and urging correction. It was obvious that some work was done from time to time in response to the requests, but nothing of lasting significance. Jim Craigo, an inspection supervisor with the Orange County Health Department, visited the site most recently on October 10, 1989, and December 11, 1989. On both days the large drainfield was operating but the smaller (northside) drainfield was leaking. Defective sewage treatment facilities are a serious health hazard. Pathogenic enteric diseases are spread by exposure to sewage effluent. The drainfields at Bowdens Trailer Park are near the trailers, where children play and pets are allowed to wander. The organisms from the effluent are also transmitted to humans indirectly by flies and roaches. Failure in a sewage disposal system such as the Bowdens' can be caused by faulty construction, poor soil, misuse of detergents, grease-laden products, driving vehicles over the drainfield or too much water. When Bowden closed the laundry, the conditions in the system serving that facility improved. The inspectors also noted that the leakage was worse when the pumps were operating, thus indicating that the system could not handle the volume being generated. Health department staff can make suggestions to owners regarding corrections to the system but the owner is ultimately responsible for identifying the cause of the failure and for taking all necessary corrective action. Hiram Bowden made some repairs to his system, but he did not consult an engineer as suggested by Inspectors Yurchenco and Craigo. He used to install septic tanks, although he does not claim that he has ever been registered by the department as required in Rule 10D-6.070, F.A.C. The repairs made to the Bowdens' system have been effective in preventing the leakage continually noted by the inspectors for approximately eighteen months. Dean Bodager is an HRS Environmental Health Consultant Environmental Health Consultant in District 7. He helps the county health units prepare legal cases. After the Bowden complaint was drafted and signed, he gave it to his secretary to send certified mail. The complaint itself is not dated, but the post office return receipt was received at Bodager's District 7 Health Program Office on April 18, 1988, with a signature "Deana Bowden", and date of delivery of April 15, 1989. Hiram Bowden admits that he received the official notice to abate dated August 8, 1988. He also admits that he received the Administrative Complaint. He claims that he called someone at HRS, but he did not respond in writing within 30 days, as required in the complaint, as he did not understand that this was a form of legal action at the time. He admits there are still problems with the small drainfield, but claims that he keeps trying to fix them and to do what the inspectors suggest.
Recommendation Based on the foregoing, it is hereby, RECOMMENDED That a Final Order be entered revoking Respondents' mobile home park permit. DONE AND RECOMMENDED this 16th day of February, 1990, in Tallahassee, Leon County, Florida. MARY CLARK 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 16th day of February, 1990. COPIES FURNISHED: Sonia N. Burton, Esquire HRS-District 7 Legal Office 400 W. Robinson St., Suite 701 Orlando, FL 32801 J. Thomas Bowden, Esquire P.O. Box 3187 Orlando, FL 32801-3187 R. Sam Power, Agency Clerk HRS 1323 Winewood Blvd. Tallahassee, FL 32399-0700 John Miller, General Counsel HRS 1323 Winewood Blvd. Tallahassee, FL 32399-0700 =================================================================
The Issue The issue for consideration in this case concerns whether the Petitioners are entitled to an on-site sewage disposal system ("OSDS") permit authorizing the installation of an OSDS on property which they own near the Suwannee River in Dixie County, Florida, in accordance with the permitting requirements of Section 381.272, Florida Statutes, and Chapter 10D-6, Florida Administrative Code.
Findings Of Fact The Petitioners are the owners of certain real property located in Dixie County, Florida, in the proximity of the Suwannee River. The property is described as Lot 38, Highpoint Suwannee Riverfront Estates. The lot in question is 82 feet by 141 feet in size and was purchased in April, 1988 for approximately $5000.00. The lot, and the subdivision it is in, was platted in 1983. On February 21, 1990, the Petitioners made application for an on-site sewage disposal system ("OSDS") permit, seeking to install such a system on this lot in order to be able to construct a vacation cottage on the lot The proposed cottage would contain one bedroom and would have a heated and cooled area of approximately 500 square feet. Upon reviewing the application, the, Respondent informed the Petitioners that they would need to have a surveyor establish the elevation of their lot, and particularly the site of the proposed OSDS installation, as well as to establish, through contact with the Suwannee River Water Management District, the ten-year flood elevation for the property. Accordingly, the Petitioners obtained a survey by `Mr. Herbert Raker, a registered land surveyor of Cross City, Florida. That survey shows a benchmark elevation of 13.09 feet above mean sea level ("MSL") That benchmark elevation is six inches above the actual grade surface of the lot so that the elevation at the proposed OSDS installation site is 12.59 feet above MSL. The ten-year flood elevation for the property is 15 feet above MSL, as established by data from the Suwannee River Water Management District contained in a report which is in evidence as Respondent's Exhibit 1. That flood elevation data was submitted to the Respondent by the Petitioners with the application for the OSDS permit. The property in question is located within the ten- year flood plain of the Suwannee River, and it is also located within the regulatory floodway of the River. On April 24, 1990, after advising the Petitioners of the denial of the OSDS permit application, the Respondent, by letter, advised the Petitioners that they should pursue a formal administrative proceeding rather than file an informal variance application before the Respondent's own Variance Board. The Respondent took the position that a variance could not be granted from the requirements of Rule 10D- 6.47(6), Florida Administrative Code, because the subject property was located within the ten-year flood plain of the Suwannee River and because of the Respondent's interpretation of the affect of the Governor's Executive Order 90- 14, which adopted by reference the Suwannee River Task Force recommendation that all such systems be prohibited within the ten-year flood plain. The Respondent thus declined to exercise its discretion, accorded it in the statute and rule cited hereinbelow, to entertain and consider a variance application. Finally, it is established that the lot in question is not subject to frequent flooding; but because the surface grade is beneath the ten-year flood elevation, the bottom of the drain field trenches absorption bed to be installed would also be beneath the ten-year flood elevation. In other respects, the property is a amenable to the installation of an effective OSDS because the wet season water table is 48 inches beneath the surface grade and would be more than 24 inches beneath the proposed drain field. The normal water table is approximately 60 inches beneath the surface grade. Appropriate limited soils are present beneath the first six inches of soil below the surface and consist of fine sand, light brown and brown fine sand, down to 60 inches, which is appropriate for effective subterranean treatment and disposal of sewage effluent. The Petitioners established a definite hardship on their part by the fact that they have paid a substantial sum for the lot and are now unable to develop it unless they receive entitlement to an OSDS or some reasonable alternative. In that regard, no sufficient proof of truly effective, reasonable alternatives was established by the Petitioners. However, they did establish that an anaerobic septic tank and drain field disposal system might be an effective alternative treatment and disposal method for the property in question. An aerobic system involves the injection of air into the attendant septic tank to support aerobic bacteria which break down and treat sewage at a faster, more effective rate than does the normal anaerobic bacteria-based system. The resulting effluent is substantially lower in BOD and suspended solids than is the effluent from the normal subterranean and anaerobic septic tank and drain field disposal system. The problem with such an aerobic system is that it involves mechanical equipment, especially, an external electric motor and pump to force air into the system. This is disadvantageous in that, if the equipment suffers a breakdown, then treatment and appropriate disposal of the effluent stops. The untreated sewage can then rise to the surface of the property or otherwise pollute ground or surface waters and potentially cause a public health hazard. Thus, such systems would require inspection periodically to insure that they are in adequate working order because if the mechanical system malfunctions, the system will continue to put effluent through its drain field without adequate treatment. In this circumstance, the occupants of the dwelling served by the system might not notice for long periods of time that it is inoperative because the system will continue to dispose of effluent, but just of an untreated nature. Accordingly, when the motor and air pump system becomes inoperative, there is less incentive for the owner to repair it. Thus, it is likely that if such a system were installed, some means would have to be found to insure that the owner keeps the system in good repair and working order. The means by which such an arrangement for insuring that such an aerobic system works properly at all times was not established in this record, however. Consequently, the Petitioners failed to establish that reasonable alternatives to the proposed conventional system exist and what they might consist of.
Recommendation Having considered the foregoing findings of Fact, Conclusions of Law, the evidence of record, the carndor and demeanor of the witnesses, and the pleadings and arguments of the parties, it is therefore, RECOMMENDED that a Final Order be entered denying the Petitioners' application for an OSDS permit. DONE AND ENTERED this 21st day of December, 1990, in Tallahassee, Leon County, Florida P. MICHAEL RUFF Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 21st day of December, 1990. APPENDIX TO THE RECOMMENDED ORDER IN CASE NO. 90-3112 The Petitioners filed no proposed findings of fact. Respondent's Proposed Findings of Fact: 1-9. Accepted. COPIES FURNISHED: Sam Power, Agency Clerk Department of HRS 1323 Winewood Boulevard Tallahassee, FL 32399-0700 Linda K. Harris, Esquire General Counsel Department of HRS 1323 Winewood Boulevard Tallahassee, FL 32399-0700 Betsy K. Lanier, pro se P.O. Box 238 Old Town, FL 32680 Frances S. Childers, Esq. Assistant District III Legal Counsel Department of HRS 1000 N.E. 16th Avenue Gainesville, FL 32609
The Issue Petitioner is charged pursuant to a Citation for Violation, Onsite Sewage Program/Sanitary Nuisance with a violation of Section 386.04(1)(a) and (b), Florida Statutes (1997), which describes conditions that are prima facie evidence of a sanitary nuisance injurious to health.
Findings Of Fact It was stipulated that Petitioner, Ann B. Harvey, through her company Harvey Enterprises and Company, Inc., owns the home at 102 Williams Street, Palatka, Florida. At all times relevant to the alleged violation, the home was occupied by tenants. The tenants vacated the house on or about October 13, 1998. Kenneth F. Burnett, Environmental Specialist I, with the Putnam County Health Department, first investigated a complaint regarding the property at 102 Williams Street, Palatka, Florida, on August 5, 1998. He witnessed faulty plumbing in the home and ponded wastewater at the back of the home. On August 11, 1998, Mr. Burnett drafted and mailed a Notice to Abate. The notice was mailed by certified mail return receipt requested and received by Ann B. Harvey on August 25, 1998. Ann B. Harvey signed the return receipt for the Notice to Abate on August 25, 1998. Mr. Burnett again inspected the property on September 2, 1998, and found no change in the status of the faulty plumbing and ponded wastewater. On September 9, 1998, Mr. Burnett again inspected the property and determined there had been no changes. David Flowers, Environmental Specialist II, became involved in the case on September 18, 1998, when he inspected the property. Mr. Flowers observed that wastewater ponded on the ground at the back of the home, and that the plumbing inside the home was in disrepair. Ms. Laurey Gauch, Environmental Health Director for Putnam County Health Department testified. She inspected the property in question on September 18, 25, and 28, 1998. Ms. Gauch observed ponded wastewater in the backyard and plumbing in disrepair inside the home on each visit. Ms. Gauch opined that the condition of the property was a sanitary nuisance in violation of Section 386.041(1)(a) and (b), Florida Statutes (1997), because the ponded wastewater would breed disease (bacteria, viruses, etc.) and contamination. A Citation for Violation was received and signed for by Ronald Harvey on September 25, 1998, pursuant to statutory authority at Section 381.0065, Florida Statutes (1997). The citation cites the Petitioner for violation of Section 386.041(1)(a) and (b), Florida Statutes (1997). On September 25, 1998, Mr. Flowers again inspected the property, and observed that the sewage remained on the ground at the rear of the home. Mr. Flowers flushed dye in the toilet to determine if the standing water was coming from the toilet inside the home. The dye would run out onto the ground if the ponded water was from the toilet. Mr. Flowers inspected the problem on September 28, 1998. Sewage remained ponded on the ground at the rear of the home and the water bubbled when the toilet was flushed. Mr. Flowers re-inspected the property on September 29, 1998, and flushed dye in the toilet. He documented that the dye came to the ground surface. During the visit, Mr. Flowers was accompanied by a County Codes Enforcement Officer who condemned the home. On October 6, 1998, Mr. Flowers returned to the property with his supervisor, Geoff Batteiger. The tenants were still living in the home, but were reported to be leaving. The plumbing in the home remained unrepaired. When the toilet was flushed, water bubbled onto the ground surface. The problem had neither been abated, nor were there any signs that the problem was being corrected. No repairs were made to the premises between August 25, 1998, and October 6, 1998, a period of one and one-half months during which tenants lived in the home. On November 17, 1998, the property was reinspected by Mr. Burnett and Mr. Batteiger. They observed that the sanitary nuisance had been remedied. Ms. Lucille Harvey, property manager and sister-in-law to the Petitioner, testified for Petitioner. She collects rents and arranges for repairs. She had contacted one handyman who came to the home, but refused to do the work because of foul odor in the yard and fleas. Ms. Lucille Harvey did not contact anyone else for repairs until after the tenants had vacated the premises. The tenants kept dogs in the backyard where the problem was, and were uncooperative with the landlord. Ms. Lucille Harvey testified that she notified the Petitioner of the sanitary nuisance at the end of August 1998, and the problems she was having making repairs. Petitioner, Ann Harvey, testified she commenced eviction proceedings for the tenant at 102 Williams Street on or about July 12, 1998. The proceedings were on-going due to various legal exigencies until the tenants vacated the premises on or about October 13, 1998. Ms. Harvey was out-of-town from approximately July 22, 1998, through August 15, 1998, during which time a judge dismissed the eviction action. The action was recommenced. The tenant made a partial payment of one month, which Petitioner accepted. The judge again dismissed the eviction action. The sanitary nuisance at the property in question was not remedied until the Petitioner evicted the tenants and gained access to the premises. Mr. Thomas Harvey, handyman and brother Ron Harvey, testified that he began working on the repairs at the home at 102 Williams Street, on November 2, 1998. He testified that he replaced broken lines, cleaned a grease trap, and snaked the kitchen and bathroom. These repairs concluded on or about November 12, 1998.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law reached, it is RECOMMENDED: That the Department of Health enter a final order waiving the fine and payment as stated in the Citation for Violation. DONE AND ENTERED this 9th day of April, 1999, in Tallahassee, Leon County, Florida. STEPHEN F. DEAN Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 9th day of April, 1999. COPIES FURNISHED: Ron Harvey Route 2, Box 1650 Palatka, Florida 32177 Ann B. Harvey 102 Williams Street Palatka, Florida 32177 Susan E. Lindgard, Esquire Department of Health 1000 Northeast 16th Avenue Box 19 Gainesville, Florida 32601 Angela T. Hall, Agency Clerk Department of Health 2020 Capital Circle, Southeast Bin A02 Tallahassee, Florida 32399-1701 Dr. Robert G. Brooks, Secretary Department of Health 2020 Capital Circle, Southeast Bin A02 Tallahassee, Florida 32399-1701
The Issue Should Petitioner's application for variance from the standards for onsite sewage treatment and disposal systems be granted?
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following relevant findings of fact are made: The Department, through its local health units, is the agency in the State of Florida responsible for permitting or granting variances from permitting standards set forth in Chapter 64E-6, Florida Administrative Code, for Onsite Sewage Treatment and Disposal Systems (OSTDS). Sometime around 1970, Petitioner purchased a mobile home park (Park) in Winter Haven, Florida. The Park presently contains 68 spaces for mobile homes, all of which are occupied. The Park is situated due south of Lake Shipp. There are two canals running approximately east and west through the interior of the Park. Another canal borders the Park on the north side. Included with the purchase of the Park was a Sewage Treatment System (STS) which is permitted and regulated by the Department of Environmental Protection and is presently operating at its maximum capacity serving the 68 mobile homes located in the Park. Sometime around 1980, Petitioner purchased a parcel of land (Property) immediately north of, and across a canal (this is the canal that borders the north side of the Park) from, the Park. The Property borders a basin to Lake Shipp. The Property is zoned for mobile home usage and such is the purpose for which Petitioner purchased the Property. Petitioner has designed the Property such that it will accommodate three mobile home lots (Lots numbered 69, 70, and 71) which Petitioner intends to operate as part of the Park. Initially, Petitioner requested approval of the Department of Environmental Protection to connect the new lots to the existing STS. However, since the existing STS was already at capacity, the Department of Environmental Protection denied Petitioner's request to connect the additional three lots to that system. However, the Department of Environmental protection advised Petitioner that it would have no objection to the installation of septic tanks approved by the Department of Health to serve the additional lots. Subsequently, Petitioner proceeded to obtain the necessary approvals from the local governing authorities and a permit from the Department for the installation of septic tanks on the Property. Petitioner was successful in obtaining the necessary approvals from the local governing authorities but was not successful in obtaining a permit for the installation of septic tanks on the Property from the Department. By letter dated July 16, 1997, the Polk County Health Department denied Petitioner's Application for Onsite Sewage Treatment Disposal System Permit for the following reason: "Domestic sewage flow exceeds 10,000 gallons per day." The denial letter also advised Petitioner that she could request a variance through the Variance Review Board or request an administrative hearing pursuant to Chapter 120, Florida Statutes, on the Department's denial of her application for a permit to install septic tanks on the Property. Petitioner elected to file an application for a variance from Section 381.0065(3)(b), Florida Statutes, with the Variance Review Board. By letter dated August 7, 1997, the Department denied Petitioner's application for variance for the following reasons: The Variance Review and Advisory Committee for the Onsite Sewage Treatment and Disposal Program has recommended disapproval of your application for variance in the case of the above reference property. The granting of variances from established standards is for relieving hardships where it can be clearly shown that the public's health will not be impaired and where pollution of groundwater or surface water will not result, where no reasonable alternative exists, and where the hardship was not intentionally caused by the action of the applicant. The advisory committee's recommendation was based on the failure of the information provided to satisfy the committee that the hardship was not caused intentionally by the action of the applicant, no reasonable alternative exists for the treatment of the sewage, or the discharge from the system will not adversely affect the health of the public. I concur with the advisory committee's recommendation and hereby deny your variance request. Subsequently, Petitioner requested and was granted a formal hearing pursuant to Chapter 120, Florida Statutes, on the denial of Petitioner's application for a variance. The Petitioner intends to locate the OSTDS on the Property. The tank and drain field for the OSTDS will be located approximately 125 feet from the basin. The City of Winter Haven's Sewage System is not available to the Property. The Park's existing STS does not have adequate capacity to accept the sewage that will be generated by the Property. There is no publicly-owned or investor-owned sewage system capable of being connected to the plumbing of the Property. Petitioner testified that the estimated cost of increasing the capacity of the Park's Sewage System to accommodate service to the three additional lots was $30,000.00 - $40,000.00. However, Petitioner presented no evidence as to how the estimate was determined. The projected daily domestic sewage flow from the Property is less than 1,500 gallons per acre per day. The Property contains 1.78 acres and there will be less than four lots per acre. In a letter dated October 17, 1997, from W. R. Cover, a professional engineer with Cover Engineering, Inc., Mr. Cover expresses the following opinion: The location of these proposed mobile homes is such that a septic system will not cause adverse effects or impacts on the environment or public health. The unit will be located so as not to significantly degrade groundwater or surface waters. There is no reasonable alternative for the treatment of the sewage in view of the fact that it would be an additional financial burden to attempt to connect these units to the existing sewage treatment plant Mr. Cover did not testify at the hearing. However, the letter was received as evidence without objection from the Department. Petitioner has failed to present sufficient evidence to show that: (a) no reasonable alternative exists for the treatment of the sewage, and (b) the discharge from the Onsite Sewage Treatment and Disposal System will not adversely affect the health of the applicant or the public or significantly degrade groundwater or surface waters.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Department of Health enter a final order denying Petitioner's application for variance from the requirements of Section 381.0065, Florida Statutes and Chapter 64E-6, Florida Administrative Code. DONE AND ENTERED this 30th day of March, 1999, in Tallahassee, Leon County, Florida. WILLIAM R. CAVE Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6947 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 30th day of March, 1999. COPIES FURNISHED: Angela T. Hall, Agency Clerk Department of Health 2020 Capital Circle, Southeast Bin A02 Tallahassee, Florida 32399-1703 Dr. Robert G. Brooks, Secretary Department of Health 2020 Capital Circle, Southeast Bin A00 Tallahassee, Florida 32399-1701 Pete Peterson, General Counsel Department of Health 2020 Capital Circle, Southeast Bin A02 Tallahassee, Florida 32399-1701 Robert J. Antonello, Esquire Antonello, Fegers and Cea Post Office Box 7692 Winter Haven, Florida 33883-7692 Roland Reis, Esquire Department of Health 1290 Golfview Avenue, 4th Floor Bartow, Florida 33830-0293
