The Issue The issue in this case is whether the Department of Health and Rehabilitative Services (HRS) should grant the Petitioner's applications, filed under F.A.C. Rule 10D-6.045, for variances from the F.A.C. Rule 10D-6.046(1)(c) requirement that on-site treatment and disposal systems (OSTDS's) be placed no closer than 200 feet from public drinking water wells serving a facility with a sewage flow of more than 2,000 gallons per day (gpd).
Findings Of Fact The Petitioner, Joseph DiGerlando, owns three lots (1, 2 and 26) in the San Remo subdivision in Hillsborough County, which was platted in 1977. There is a public water well located between lots 1, 2 and 26. The well serves the entire San Remo subdivision, a 55-lot residential development having a total sewage flow much greater than 2,000 gallons per day (gpd) (although the sewage flow from homes built on lots 1, 2 and 26 can be expected to total no more than approximately 1350 gpd.) There is no way for the Petitioner to construct an on-site sewage treatment disposal system (OSTDS) on each of the three lots so that no part of any OSTDS will be closer than 200 feet from the San Remo well, measured horizontally across the ground surface to the well head. Measuring horizontally across the ground surface to the well head: an OSTDS on lot 1 could be placed no farther than 156 feet from the well; an OSTDS on lot 2 could be placed no farther than 184 feet from the well; according to drawings in the Petitioners' application, an OSTDS on lot 26 could be placed no farther than approximately 185 feet from the well. (Although lot 26 is larger than the others, it is contiguous to a surface water body, and the required setback from the surface water body decreases the area available for siting an OSTDS on the lot. The evidence was not clear exactly how far an OSTDS on lot 26 would be from the San Remo well.) HRS concedes: (1) that requiring 200-foot setbacks from the San Remo well will place the Petitioner under a hardship that was not caused intentionally by his own actions; and (2) that no reasonable alternative exists for the treatment of sewage on his lots 1, 2 and 26. (It is not clear how or why HRS determined that utilization of a joint OSTDS to serve all three lots through the imposition of cross-easements on the lots would not be a reasonable alternative to at least one or two of the variance applications.) The San Remo well, which is 400 feet deep, has a steel casing from the surface of the well to 100 feet below the ground surface. The steel casing prevents the entry of ground water into the well above the bottom of the casing. If the distances between the proposed OSTDS's and the San Remo well were measured diagonally, through the ground, from the proposed OSTDS's to the bottom of the steel casing of the well: the proposed OSTDS on lot 1 would be 185 feet from the well; the proposed OSTDS on lot 2 would be 209 feet from the well; and the proposed OSTDS on lot 26 would be even farther from the well. (The evidence was not clear exactly how much farther.) In fact, due to the draw-down effect of the well, the path groundwater would travel from the proposed OSTDS's to the bottom of the steel casing of the San Remo well would curve upward somewhat from, and be somewhat longer than, the diagonal line running directly between those two points. (The evidence is not clear exactly how much longer the curved path would be.) If the distances between the proposed OSTDS's and the San Remo well were measured first horizontally across the ground surface to the well head and then vertically down to the bottom of the steel casing of the well: the proposed OSTDS on lot 1 would be 253 feet from the well; the proposed OSTDS on lot 2 would be 281 feet from the well; and the proposed OSTDS on lot 26 would be even farther from the well. (Since the bottom of the OSTDS's will be three feet below the ground surface, the vertical component of the measurement is only 97 feet instead of the full 100 feet between the well head and the bottom of the casing.) When applying the HRS rules on distances required between OSTDS's and existing public water wells, HRS measures from the OSTDS horizontally across the ground surface to the well. The evidence was that HRS's method of measurement is consistent both with the methods used by the federal EPA and with the scientific data on which the technical advisory board based the distances in the HRS rules. The Petitioner's expert witness testified that there is a 17-foot thick layer of sand and clay between 53 and 70 feet below the ground surface in the vicinity of the San Remo well and that the sand and clay layer would prevent contamination from the OSTDS's from reaching the bottom of the steel casing of the well. (He also testified that is a white lime rock layer between 70 and 90 feet below the ground surface and inferred that the white lime rock layer would add some degree of protection.) The opinions of the Petitioner's expert are accepted. Petitioner's expert is a civil, sanitary and environmental engineer, not a geologist or hydrogeologist; however, his experience is in the area of wastewater treatment and disposal is extensive. Meanwhile, HRS presented no competent evidence whatsoever to contradict the Petitioner's expert. The Petitioner proposes to use Norweco Singulair Bio-Kinetic Waste Water Treatment Systems. These systems treat waste better than a standard septic tank system. Instead of the single septic tank, they have three distinct chambers: first, a retreatment chamber; second, an aeration chamber to reduce biological oxygen demand (BOD) and total dissolved solids (TDS); and, finally, a clarification or filter chamber that further reduces BOD and TDS. With the proposed systems, BOD and TDS will be reduced to approximately a fourth of the BOD and TDS levels that would enter the drainfield from a septic tank system. In addition, unlike in a septic tank system, the proposed systems utilize chlorine tablets in conjunction with the clarification chamber to kill bacteria and viruses. It is found that the evidence presented in this case, taken as a whole (and in particular in the absence of any competent evidence to contradict the credible opinions of the Petitioner's expert) was sufficient to prove that the proposed OSTDS's would not adversely affect the health of members of the public. Except for a fleeting reference in its Proposed Recommended Order, HRS has not taken the position that the Petitioner's proposed OSTDS's will significantly degrade the groundwater or surface waters. The reference in the Proposed Recommended Order would seem to reflect that HRS's concern about the impact of the Petitioner's proposed OSTDS's on groundwater quality is limited to its public health concerns.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Department of Health and Rehabilitative Services (HRS) enter a final order granting the Petitioner's applications for variances, on the condition that the Petitioner utilizes the proposed Norweco Singulair Bio- Kinetic Waste Water Treatment Systems. RECOMMENDED this 30th day of June, 1995, in Tallahassee, Florida. J. LAWRENCE JOHNSTON 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 30th day of June, 1995. APPENDIX TO RECOMMENDED ORDER, CASE NO. 94-6483 To comply with the requirements of Section 120.59(2), Fla. Stat. (1993), the following rulings are made on the parties' proposed findings of fact: Petitioner's Proposed Findings of Fact. Accepted but conclusion of law, subordinate and unnecessary. Accepted and incorporated. 3.-6. Accepted but subordinate and unnecessary. Accepted and incorporated. Rejected as to "significantly degrade the groundwater or surface waters"; HRS did not make this an issue, except with respect to public health concerns. Otherwise, accepted and incorporated. Rejected as not proven and contrary to the greater weight of the evidence. However, accepted that HRS presented no evidence sufficient to support a finding on the issue. See Section 120.58(1)(a), Fla. Stat. (Supp. 1994). Accepted but subordinate and unnecessary. Rejected as to "relevant criteria"; not proven and as contrary to the greater weight of the evidence. Otherwise, accepted and incorporated. Accepted and incorporated. Respondent's Proposed Findings of Fact. Accepted but conclusion of law, subordinate and unnecessary. Accepted and incorporated. 3.-7. Accepted but subordinate and unnecessary. Accepted and incorporated. Rejected as contrary to facts found and as contrary to the greater weight of the evidence. (As found, HRS did not contend that the Petitioner's OSTDS's would "significantly degrade the groundwater or surface waters." HRS only raised this issue with respect to public health concerns.) 10.-12. Accepted but subordinate and unnecessary. (These were hearsay statements that were not sufficient to support findings as to the matters asserted. See Section 120.58(1)(a), Fla. Stat. (Supp. 1994).) COPIES FURNISHED: Raymond R. Deckert, Esquire Department of Health and Rehabilitative Services 4000 W. Dr. Martin Luther King, Jr., Boulevard Tampa, Florida 33614 Nelson D. Blank, Esquire Trenam, Kemker, Scharf, Barkin Frye, O'Neill & Mullis, P.A. 2700 Barnett Plaza 101 E. Kennedy Boulevard Tampa, Florida 33601-1102 Robert L. Powell Agency Clerk Department of Health and Rehabilitative Services 1323 Winewood Boulevard Tallahassee, Florida 32399-0700 Kim Tucker, Esquire General Counsel Department of Health and Rehabilitative Services 1323 Winewood Boulevard Tallahassee, Florida 32399-0700
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following relevant facts are found: Several years prior to1978, petitioner General Development Corporation (GDC) applied to the DER for a dredge and fill permit to remove a plug of land between the Ocean Breeze Waterway and the North Fork of the St. Lucie River. During the course of negotiations for this permit, it was discovered that the North Port St. Lucie Sewage Treatment Plant, owned and operated by General Development Utilities, Inc., a wholly-owned subsidiary of the petitioner, was operating without a permit from the DER and discharging effluent into a ditch which flowed into the Ocean Breeze Waterway. In March of 1978, a temporary operating permit was issued for the sewage treatment plant. In July of 1978, petitioner received from the DER Permit No. 253.123- 1031 to dredge an area approximately 800 feet in length, 90 feet in width and 6 feet in depth in order to connect the Ocean Breeze/Sagamore Waterways to the dead end oxbow of the North Fork of the St. Lucie River. The permit application was given special consideration pursuant to Rule 17-4.28(7), Florida Administrative Code. The purpose for obtaining the permit was to create direct navigable access to the North Fork of the St. Lucie River from thee Ocean Breeze Waterway. The Ocean Breeze Waterway was and is currently connected to the North Fork of the St. Lucie River by a narrow, shallow, meandering creek and lake system. However, there is not a large enough opening to allow the type of navigable access desired by the petitioner for the benefit of 118 lots plotted along the Ocean Breeze and Sagamore Waterways. Among the seven particular or special conditions attached to the dredge and fill permit issued to petitioner was that the earthen plug not be removed until such time as a permanent operational permit was issued for the sewage treatment plant owned and operated by General Development Utilities, Inc. More specifically, petitioner agreed to the following special conditions to the issuance of the dredge and fill permit: "(7) The applicant is aware that the GDC Utilities' sewage plant is providing an unknown quantity of discharge into Ocean Breeze Waterway and that this discharge may be a source of pollution to the receiving body of water unless affirmative steps are taken by the Utilities. The sewage treatment plant is currently operating under a Temporary Operating Permit (TP56-4601). In no case shall the plug at Cove Waterway be removed before an Operation Permit for the STP has been issued by the Department of Environmental Regulation." At time of issuance of the dredge and fill permit, DER personnel considered the quoted special condition number 7 to an integral part of the permit in terms of water quality assurances. General Development Utilities, Inc. has not been able to obtain a permanent operational permit from the DER for its sewage treatment plant which discharges into a ditch that flows into the Ocean Breeze Waterway. Therefore, particular condition number 7 has not been satisfied and petitioner has been unable to proceed with the dredging or removing of the plug under the permit. As a result of the delays in removal of the plug, petitioner has had to repurchase some 41 of the 118 plotted lots. The sewage treatment plant was and is still operating under a temporary permit. General Development Utilities, Inc. has requested a permanent operational permit for the sewage treatment plant and DER has issued a letter of intent to deny such a permit. As a result, General Development Utilities has petitioned DER for site specific alternative criteria pursuant to Rule 17-3.031, Florida Administrative Code. This matter is the subject of a separate proceeding currently being held in abeyance pending a determination of alternative criteria. General Development Utilities, Inc. v. Department of Environmental Regulation, DOAH Case No. 81-177. In September of 1980, petitioner sent a letter to DER requesting that special condition number seven be removed from its dredge and fill Permit No. 253.123-1031. It was intended that this request be considered as a minor modification to the dredge and fill permit. In response, DER's Chief of the Bureau of Permitting, Suzanne P. Walker, informed petitioner by letter dated October 15, 1980, that it was the staff's initial reaction, after a review of the original dredge and fill permit file, that the requirement that the sewage treatment plant obtain a permanent operational permit prior to dredging remain as a condition of the dredge and fill permit. Petitioner was informed that if it wished to pursue the matter further, the project must be reevaluated as a major modification to the dredge and fill permit. A major modification to a permit requires a new permit application and fee and is treated and processed as an initial application for a permit, with the applicant being required to provide reasonable assurances that the water quality standards will not be violated. Upon request for a minor modification, DER simply reviews the file and determines whether the request is obviously environmentally insignificant. After receipt of the letter from Mrs. Walker, petitioner supplied DER with additional water quality data. Based upon this additional data, discussions with DER staff who had been involved with the initial dredge and fill permit and the sewage treatment plant permit, and two days of sampling data collected by DER, DER determined that particular condition number seven was an integral part of the affirmative reasonable water quality assurance provided and should remain a condition of the permit. This determination was communicated to petitioner by letter dated January 7, 1981. The sewage treatment plant discharges treated effluent into a drainage ditch known as C-108. Effluent from the plant first goes into holding or retention ponds. Under its current flow, it takes about forty days for the effluent to be discharged from the plant to C-108 and the Ocean Breeze Waterway. C-108 flows into the Ocean Breeze Waterway, an artificial waterway which is presently connected to the North Fork of the St. Lucie River by a narrow, shallow meandering creek and lake system. The sewage treatment plant currently operates at 300,000 gallons per day but has an authorized capacity to operate at two million gallons per day. It currently contributes approximately two percent of the total daily flow to C-108. The Ocean Breeze Waterway and C-108, independent of the sewage treatment plant, drain approximately 4,000 square acres and produce about 35 percent of the water that will flow into the North Fork. The North Fork is tidal, with four one foot tides per day. The tidal action comprises almost 63 percent of the moving water. At a two million gallons per day discharge, the wastewater plant would be contributing about 12 percent of the water that would be going into the North Fork from the Ocean Breeze Waterway system. In comparison with two adjacent drainage systems, the Ocean Breeze system contributes only about three percent of the fresh water which flows into the North Fork. The dissolved oxygen levels of C-108 are chacteristically below the state standard of five milligrams per liter, primarily due to the seepage of ground water into the canal. Due to man-made alterations and to natural phenomena, the North Fork's dissolved oxygen levels also characteristically fall below state standards. The dissolved oxygen level of the Ocean Breeze Waterway is characteristically above state standards. Higher levels of dissolved oxygen coming from the sewage treatment plant improves the dissolved oxygen levels of the existing system. High levels of nitrogen, phosphate and chlorophyll have been found near the point of discharge. The quality of water in the North Fork is better than in the Ocean Breeze Waterway. It was the opinion of petitioner's experts that no change in dissolved oxygen levels would occur in the Ocean Breeze Waterway or the North Fork if the plug of land between these water bodies were removed. Petitioner's witnesses also opined that the Ocean Breeze/C-108 system was not a source of nutrient enrichment to the North Fork, and that the present creek system provided no water quality benefits in the form of nutrient uptake for the North Fork. It was estimated that, if the plug of land were removed pursuant to the permit, a pollutant placed at the upper end of the Ocean Breeze Waterway would be diluted by 98 percent in 26 hours in lieu of the present 39 hours due to increased flushing. These opinions were based upon analyses by petitioner's witnesses of various samplings and data regarding dissolved oxygen, nutrients and phytoplankton. The respondent's witnesses felt that the poor water quality in the Ocean Breeze Waterway was attributable in large part to the sewage treatment plant discharge and, if the plug of land were removed, the water quality problems would be moved to the North Fork and the St. Lucie River. It was felt that the present creek and lake system -- the narrow circuitous connection presently existing between the canal and the river -- reduces the nutrients which otherwise would flow into the river. These conclusions were based upon DER's own survey, a review of the dredge and fill permit file and a review of the additional data supplied by the petitioner General Development Corporation. No data regarding the water quality of the effluent from the sewage treatment plant was submitted by the petitioner at the time of DER's review of the original application for the dredge and fill permit.
Recommendation Based upon the findings of fact and conclusions of law recited herein, it is RECOMMENDED that the request of General Development Corporation to modify Permit Number 253.123-1031 by removing particular condition number seven be DENIED. Respectfully submitted and entered this 14th day of October, 1981, in Tallahassee, Florida. DIANE D. TREMOR, Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 14th day of October, 1981. COPIES FURNISHED: Valerie Fravel Corporate Counsel General Development Corp. 1111 South Bayshore Drive Miami Florida 33131 Alfred J. Malefatto Assistant General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 Honorable Victoria Tschinkel Secretary, Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301
The Issue Whether the Petitioner's Application for Variance from Chapter 10D-6, FAC Standards for Onsite Sewage Disposal Systems should be approved?
Findings Of Fact By letter dated September 9, 1986, the County Engineer for Volusia County, Florida, denied the Petitioner's request for expedited subdivision. On or about October 15, 1986, the Petitioner filed an Application for Variance from Chapter 10D-6, FAC Standards for Onsite Sewage Disposal Systems (hereinafter referred to as the "Application"). On or about November 12, 1986, the Volusia County Health Department recommended denial of the Application. By letter dated November 24, 1986, the Respondent advised the Petitioner that his Application had been placed on the agenda of the Variance Review Group's December 4, 1986 meeting. By letter dated December 16, 1986, the Respondent informed the Petitioner that the Application was denied. By letter dated January 7, 1987, from the Petitioner's counsel, the Petitioner requested a formal administrative hearing to contest the proposed denial. The property involved in this case is located at 1083 Sheri Boulevard, Daytona Beach, Volusia County, Florida (hereinafter referred to as the "Property"). The Petitioner's parents originally owned 10 acres of property. By warranty deed dated September 12, 1958, the Petitioner's parents gave the Petitioner the Property which consisted of two lots from the ten acres, described as follows: The Easterly 149 feet of the Westerly 295 feet of the Southerly 1/2 (one half) of Lot 140, Blake, as per map in Map Book 1, page 38, of the public records of Volusia County, Florida. The Petitioner's parents also gave five acres of the ten acres to another individual in 1958. This property was developed as a mobile home park. The Property measures 150 feet x 150 feet. The property immediately to the west of the Property is currently owned by the Petitioner's Father. It measures 155 feet x 150 feet. Between 1958 and 1960 the Petitioner began construction of a single- story house on the Property. Also between 1953 and 1960 the Petitioner placed a mobile home on the Property. The Petitioner and his family lived in the mobile home while his house was being constructed. Two septic tanks were placed on the Property sometime between 1958 and 1960. The mobile home located on the Property was hooked up to one of the septic tanks. In 1960 construction of the house was completed and the Petitioner and his family moved into the house. The mobile home remained on the Property until 1961 when it was permanently removed. When construction of the house was completed, both septic tanks were connected to the house. Since 1961, trailers have been temporarily on the Property and have been hooked up to one of the septic tanks. Use of the septic tank by trailers has been infrequent, however, since 1961. Recently the Petitioner placed a mobile home on the Property and hooked it up to one of the septic tanks. The Petitioner was cited by the Volusia County Code Compliance Board for having the mobile home located on the Property. Subsequent to the action by the Volusia County Code Compliance Board the Petitioner attempted to subdivide the Property. The Petitioner proposes using a portion of the Property and a portion of his Father's adjoining property to create a lot 60 feet by 150 feet. The evidence failed to prove how much of the Property and how much of the Petitioner's Father's property would be used to create the new lot. The Petitioner wants to put a mobile home on the new lot and hook it up to one of the existing septic tanks on the Property. The Petitioner plans to provide the mobile home as a home for his daughter who is unemployed. Both of the existing septic tanks on the Property would remain on the Property if the subdivision is approved. The Property is .39 acres and the Petitioner's Father's adjoining lot is .48 acres. The Property and the Petitioner's Father's adjoining property have existing single story residences and use wells located on the property. The private well on the Property is less than 75 feet from the septic tanks. If a new lot is created, it will be located between the Property and the Petitioner's Father's property and all three lots will be less than 1/2 acre in size. The two septic tanks on the Property are larger than normal and the Petitioner is not aware of any problem with the two tanks. The Petitioner does not believe that there has been any contamination of his well caused by the septic tanks. Mobile homes are located in the mobile home park and on other lots in the area of the Property. The mobile homes are located on lots of less than 1/2 acre and they use septic tanks. There is therefore, a high concentration of septic tanks in the area. Mobile homes are frequently moved on and off property in the area but other lots do not remain vacant for any appreciable time. The Respondent reviewed the Petitioner's Application in accordance with its Rules.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Petitioner's Application be denied. DONE and ENTERED this 24th day of April, 1987, in Tallahassee, Florida. LARRY J. SARTIN Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 24th day of April, 1987. COPIES FURNISHED: Mr. Sam Power, Clerk Department Of Health and Rehabilitative Services 1323 Wine wood Boulevard Tallahassee, Florida 32399-0700 Mr. Gregory Coler, Secretary Department of Health and Rehabilitative Services 1323 Winewood Boulevard Tallahassee, Florida 32399-0700 James L. Rose, Esquire Rice and Rose Post Office Box 2599 Daytona Beach, Florida 32015 Frederick J. Simpson, Esquire District IV Legal Counsel Department of Health and Rehabilitative Services Post Office Box 2417 Jacksonville, Florida 32231-0083
The Issue The issue is whether Petitioner's request for a variance from agency rules governing daily domestic sewage flow so as to authorize an increase in the number of seats for his restaurant located in Howey in the Hills, Florida, should be approved.
Findings Of Fact Based upon all of the evidence, the following findings of fact are determined: Petitioner, Fletcher C. Bishop, Jr., is the owner of a parcel of property located at Lot 22, Block C-2, Lakeshore Heights Subdivision, 102 South Palm Avenue, Howey in the Hills, Florida. The property consists of .0946 acre, or approximately one-tenth of an acre, and is one of several parcels located in Block C-2. Since January 1997, the property has been leased to Robert P. Jencic, who now operates a pizza restaurant on the premises known as Hungry Howies Pizza Shop. According to Jencic, he has a contract to purchase the property from Bishop at the end of his lease, or on March 1, 1998. Whether the property was actually purchased by Jencic on that date is not of record. Lakeshore Heights Subdivision is not served by a central wastewater treatment system; rather, each lot is served by a septic tank and drainfield system. Lot 22 adjoins several other commercial or business establishments situated on Lots 20, 21, 23, and 23A in the western half of Block C-2, and all share a common drainfield easement located to the rear of the lots. Except for Lot 20, all lots have tied into the drainfield and now use the easement for waste disposal purposes. Because they share a common easement, each lot has been allocated a portion of the easement for its respective septic tank and drainfield. In Petitioner's case, he has been allocated approximately 990 square feet. After Jencic signed a commitment in January 1997 to lease and purchase the property, he made extensive renovations in order to convert the property to a restaurant. On or about February 20, 1997, Jencic met with a representative of the Lake County Health Department, an agency under the direction and control of Respondent, Department of Health (Department). At that time, Jencic filed an application for a site evaluation concerning the replacement of the existing onsite sewage disposal system. The application noted that he intended to operate a pizza restaurant with 56 proposed seats. On February 21, 1997, a site evaluation was conducted by Robin Gutting, a Lake County Department of Health environmental supervisor. According to her report [t]he property size of 4120 square feet with available central water will allow a maximum 236 gallons of sewage flow per day . . . This will allow a 12 seat restaurant using single service articles and operating less than 16 hours per day. . . The size of the Onsite Sewage Treatment and Disposal System would be a minimum 900 gallon tank with 197 square feet of drainfield trench configuration. (emphasis added) Jancic received a copy of the report on or about March 12, 1997, and it clearly conveyed to him the fact that he could operate no more than 12 seats in his restaurant due to sewage flow limitations on his property. Despite being on notice that the restaurant would be limited to only 12 seats due to the lot flow restrictions, on March 19, 1997, Jencic filed an application with the Lake County Health Department for a construction permit to replace the existing septic tank with a 900 gallon septic tank, install a 900 gallon grease trap, and utilize a 197 square-foot primary drainfield and a 200 square-foot bed system. The application indicated that Jencic intended to operate a restaurant "for 12 seats, single service, open less than 16 hours per day." On May 28, 1997, Jencic's application was approved for "12 seats, single service, open less than 16 hours per day." After installing the new tank and grease trap, Jencic began restaurant operations subject to the above restrictions. After operating his pizza restaurant for a short period of time, Jencic determined that he could generate a profit only if the restaurant could be expanded to allow more seats, and he could use china and silverware (full service articles) rather than single service articles (throwaway utensils). To do this, however, he would need a larger sewage treatment system. By letter dated November 9, 1997, Jencic requested a variance from various Department standards for onsite sewage treatment and disposal systems so as to "increase the seating from 12 seats to a maximum of 36 seats and [authorize] the use of china, silverware, and dishes." Although the letter does not refer to any rules, the Department has treated the letter as seeking a variance from three of its rules found in Part I, Chapter 64E-6, Florida Administrative Code. First, Rule 64E-6.001(4)(c), Florida Administrative Code, provides that an establishment cannot exceed the lot flow allowances authorized under Rule 64E-6.005(7)(c), Florida Administrative Code. If the seating capacity in the restaurant were increased, Jencic would exceed the lot flow allowances in violation of this rule. Second, Rule 64E-6.005(7)(b), Florida Administrative Code, prescribes the manner in which a determination of lot densities shall be made. Among other things, daily sewage flow cannot exceed an average of 2,500 gallons per day per acre. The easement which Petitioner shares with other lots is far less than an acre, even counting the space allocated to the adjoining lots. Finally, Rule 64E-6.008(1), Florida Administrative Code, provides that minimum design flows for systems serving a structure shall be based on the estimated daily sewage flow as determined by Table I of the rule. That table specifies an estimated daily sewage flow of 20 gallons per seat for restaurants using single service articles only and operating less than 16 hours per day. Therefore, a 12-seat restaurant with those operating characteristics would require a system that could handle at least 240 gallons of sewage flow per day. The table further provides that a restaurant operating 16 hours or less per day with full service will generate an estimated sewage flow of 40 gallons per seat. Thus, a restaurant with up to 36 seats, as Jencic has requested, would require a system handling at least 1,440 gallons of sewage flow per day. In order to qualify for a variance, an applicant must show that (a) the hardship was not caused intentionally by the action of the applicant; (b) no reasonable alternative exists for the treatment of the sewage; and (c) the discharge from the onsite sewage treatment and disposal system will not adversely affect the health of the applicant or significantly degrade the groundwater or surface waters. In its letter denying the variance, the Department asserts that Jancic has failed to show that items (a) and (c) have been satisfied. Jencic, who recently immigrated to this country, will suffer considerable financial hardship if the request for a variance is denied. Indeed, he demonstrated at hearing that his life savings have been invested in the restaurant, and his parents have placed a substantial mortgage on their property to assist him in his endeavor. If he does not purchase the property as required by his contract, he will be forced to restore the property to its original condition at great expense. In short, given his investment in renovations and equipment, unless the restaurant is expanded, he fears he must file for bankruptcy. Both parties agree that Jancic will suffer a hardship if the variance is not approved. However, Jancic was aware of the lot flow limitations before he made application to replace the existing septic tank in March 1997, and well before he began operating the restaurant in May 1997. Unfortunately, then, it must be found that the hardship was intentionally created by Jencic's own actions. If the variance were approved, it would result in a much larger amount of sewage being discharged into the easement, which could not handle that amount of flow. This in turn could cause the system to fail, thus creating a sanitary nuisance and the leaching of sewage into the groundwater. In this respect, Jancic has failed to show that the discharge will not adversely affect the health of the applicant or significantly degrade the groundwater or surface waters. Jencic offered into evidence a summary of his water usage during a representative period in 1997. That document indicated that metered water usage was approximately 3,000 to 4,000 gallons per month, even when he temporarily (and without authority) expanded his restaurant to 24 seats during a recent two-month period to test water consumption at the higher seating capacity. However, because the sewage strength of a restaurant is far greater than that of a residence, a sewage system must be sized on estimated waste flow, and not metered water flow rates. Therefore, the fact that Jancic's monthly metered water usage is less than 4,000 gallons is not relevant to a determination of the issues. The same finding must be made with respect to Jancic's well-intentioned efforts to decrease water flow by installing high pressure toilets and timed spring systems on his hand sinks. Jencic also requested that he be allowed "spike time" during the hours of 11:30 a.m. to 1:00 p.m. and 6:00 p.m. to 7:30 p.m., which are his peak hours of the day. In other words, the undersigned assumes that he is asking that consideration be given to the fact that he has virtually no business during the other hours of the working day, and that the flow during the peak hours alone would not be excessive on a daily basis. However, the Department's rules are calculated to maximum usage, and thus a "spike" allowance is not allowed.
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 request for a variance. DONE AND ENTERED this 11th day of March, 1998, in Tallahassee, Leon County, Florida. DONALD R. ALEXANDER 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 Filed with the Clerk of the Division of Administrative Hearings this 11th day of March, 1998. COPIES FURNISHED: Angela T. Hall, Agency Clerk Department of Health Building 6, Room 102 1317 Winewood Boulevard Tallahassee, Florida 32399-0700 Robert P. Jencic 102 South Palm Avenue Howey in the Hills, Florida 34737 Marya Reynolds Latson, Esquire Post Office Box 2408 Ocala, Florida 34478 James Hardin Peterson, III, Esquire Department of Health Building 6, Room 102 1317 Winewood Boulevard Tallahassee, Florida 32399-0700
Findings Of Fact Respondent HDR has applied to DER for a permit to construct a 60,000 gallon per day extended aeration sewage treatment plant with percolation ponds. The facility would be used to provide secondary treatment of domestic waste from the HDR Mobile Home Park. The project is in Volusia County south of the City of Oak Hill and north of the Town of Edgewater. It is bounded on the east side by the Indian River and the west side by U.S. Highway One. The mobile home project site consists of approximately 156 acres, with the proposed wastewater treatment plant located in the southwest corner of the tract. HDR submitted Application No. 85433 to DER on July 2, 1984, requesting a permit to construct a 0.6 MGD extended aeration sewage treatment plant and associated percolation ponds for the mobile home project. Supplemental information was filed with DER on August 29, 1984. DER issued a notice of intent to permit the project on November 8, 1984. The plant would provide secondary treatment of effluent with a minimum of 90 percent removal of BOD's and suspended solids through aeration, settling and chlorination processes. The system is designed to collect sewage through a gravity system and lift station. The lift station dumps the sewage into the aeration chambers where forced air is mixed with the sewage, resulting in removal of organic materials and solids. The dissolved solids are then separated in the settling tank. From the settling tank, clear effluent enters the chlorine contact chamber where chlorine disinfectant is added prior to discharge into the percolation pond. The method of treatment described above and the design of the plant are standard. If the plant is operated properly, the wastewater will meet all DER criteria for secondary sewage treatment. Plant odor will be minimized by the continual feed of forced air into the system. Silencers will be installed on blowers to minimize any adverse noise effects from the blowers' operation. Aerosol drift is not a factor with the design of this plant. Security lighting will be provided, and the plant site will be surrounded by a six foot security fence. The design provides for effluent sampling access points and there will be a flow meter for measuring effluent discharge on site. A Class C operator will be required to operate the plant. Disposal of the 90 percent treated effluent will be made into two percolation ponds. The ponds will be alternately loaded, with one pond being loaded for seven days and then resting seven days. The total surface area for the two ponds is approximately 130,000 square feet. The ponds are designed with berms of three feet with an emergency overflow one foot from the top of each berm. The two ponds together are designed to handle 200,000 gallons per day which would be the ultimate build out of this project. However, the maximum capacity of the initial phase of the wastewater treatment plant would be 60,000 gallons a day. Any expansion to the sewage treatment plant would require a separate permit. The overall elevation of the area where the ponds are to be located is approximately 14 feet above sea level. Each pond is designed so that the pond bottom is two feet above the underground water table level measured at the highest point for the rainy season. In a 100 year flood, it is expected that the effluent and water can be absorbed without an overflow. The mobile home park has a storm retention system in which any theoretical overflow would be caught. The soil type at the location of the percolation ponds consists of several layers of sands. This type of soil has good permeability in that it provides a good transfer of water through the soil and is therefore suitable for siting of the percolation ponds. Pond design is conservative in that the hydraulic loading rate has a safety factor of at least 300 percent. Once the effluent has percolated into the ponds, the discharge will meet or exceed the level of quality of the G-2 ground water within the 100 foot zone of discharge. The design of the wastewater treatment plant also includes sufficient monitoring wells and provides for adequate buffer zones from residences and drainage ditches. No surface waters of the state are located within 500 feet of the sewage treatment plant or its percolation ponds. The Indian River, which is adjacent to the Hacienda Del Rio project, is approximately 2,500 feet from the sewage treatment plant. There will be no direct discharge by the sewage treatment plant into this body of water or any surface waters, nor would any indirect effect on surface waters be measurable. Shellfish harvesting is a local industry. The waters of the Indian River immediately east of the Hacienda Del Rio property are designated Class II waters suitable for shellfish harvesting. The Indian River is also part of the Canaveral National Seashore Waters, which are designated as Outstanding Florida Waters. Concern was expressed that additional growth in the area might contribute to degradation of these Class II waters. There was, however, no evidence to indicate that the construction or implementation of the wastewater treatment plant by HCD would degrade ore pollute the Indian River (which is both Class II and Outstanding Florida Water) or any other State of Florida surface waters. It should be noted that waters north and south of the property in the Indian River are closed to shellfish harvesting, apparently due to pollution. The Town of Edgewater north of the Hacienda Del Rio project has a secondary wastewater treatment plant which discharges its effluent directly into the Indian River. The City of Oak Hill to the south of the project has no wastewater treatment plant whatsoever. Individual businesses and homes utilize septic tanks, which can cause pollution to the Indian River through seepage. The HDR sewage treatment plant would thus meet higher standards than neighboring community facilities.
Recommendation From the foregoing, it is RECOMMENDED that the Department of Environmental Regulation issue a Final Order granting the application of Hacienda Del Rio. DONE and ENTERED this 31st day of May, 1985, in Tallahassee, Florida. R. T. CARPENTER Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 31st day of May, 1985. COPIES FURNISHED: Betty J. Steffens, Esquire NABORS, GIBLIN & STEFFENS, P.A. 102 South Monroe Street Tallahassee, Florida 32302 William C. Henderson, Esquire HENDERSON & HENDERSON, P.A. Post Office Box 1840 New Smyrna Beach, Florida 32070 B. J. Owens, Esquire Department of Environmental Regulation 2600 Blairstone Road Tallahassee, Florida 32301 Alva Stewart, Vice President South Waterfront Park Homeowners Association 150 Charles Street Edgewater, Florida 32032 Victoria Tschinkel, Secretary Department of Environmental Regulation Twin Towers Office Building 2600 Blairstone Road Tallahassee, Florida 32301
Findings Of Fact The Concerned Citizens of West Escambia County, Florida, is an unincorporated neighborhood association begun in the Spring of 1978. It has been concerned with local sewage and flood water problems. Many of the Citizens' members live in the LiFair subdivision abutting the Fairfield Village project on the south. FFV is a 72-unit low income federally subsidized housing project planned for development on a 7.47 acre site. The site is located on the west side of Fairfield Drive between Jackson Street and the Lillian Highway (U.S. 98) in Escambia County. On February 1, 1980, DER issued permit number CS17-25848 for the construction of a dry sewage collection system to serve Fairfield Village. That permit contained conditions 15, 16 and 17 which state: This permit does not authorize the connection of this collection to the Avondale STP. Separate authorization for the actual connection of this col- lection system to the Avondale STP is required from this department. Such authorization shall be applied for by separate letter to the Department. This permit shall not be construed to infer any assurance that the necessary authorization for connection shall be granted. Any such authorization shall be granted only when adequate treatment in accordance with rules, regulations, and issued permits of the Department is available for any flows transported by by the collection system. The system shall be inspected for any sediment debris and flushed prior to connection to the Escambia County sewer system. Subsequently on March 20, 1980, Paul F. McCartney on behalf of FFV requested that the above conditions be lifted as the moratorium on new connections to the ATP had been lifted. On January 1, 1980, C. H. Wigley, Jr., Director of Utilities for Escambia County gave notice that the two-year moratorium on new sewer taps into the ATP was lifted. This action was the result of a planned diversion of approximately 300,000 gallons per day (GPD) from the ATP to the Warrington Treatment Plant. DER on April 1, 1980, gave notice of its intent to remove conditions 15, 16 and 17 from FFV's permit. Petitioner on April 9, 1980, filed its petition for an administrative hearing on DER's proposed action. The anticipated waste water discharge from FFV is approximately 22,000 GPD. As a result of the 300,000 GPD diversion from the ATP to the Warrington Plant, there is more than adequate treatment capacity at the ATP for handling the FFV inflow. The ATP operates under DER permit number TP17-2080 issued on April 4, 1978 and has operated within its designed capabilities of 1,000,000 GPD since August, 1979. There is no showing that a connection of the FFV transmission line to the ATP will cause any violation of the plant's permit conditions. Evidence was presented by Petitioners that sewage lines in the Citizen's neighborhood frequently overflow. There was no showing however that any instance of overflow was caused by the ATP exceeding its operating capacity. It is more likely that their neighborhood sewage problems result from blockages in the transmission lines or result from pump-outages at the lift station between their neighborhood and the treatment plant. No showing was made that the connection of FFV to the ATP would adversely affect sewage collection in the LiFair subdivision. The monthly operating reports submitted to DER by the ATP were shown to be accurate. DER may reasonably rely on them in determining whether the requested permit modifications should be granted.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That the Department of Environmental Regulation enter a final order authorizing the modification of permit number CS17-25848 by eliminating conditions 15, 16 and 17. It is further RECOMMENDED that the Petition of the Concerned Citizens of West Escambia County, Florida, be dismissed. DONE AND ORDERED in Tallahassee, Leon County, Florida, this day of 18th of December, 1980. MICHAEL PEARCE DODSON Hearing Officer Division of Administrative Hearings Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 18th day of December, 1980. COPIES FURNISHED: Artice L. McGraw, Esq. CETTI & McGRAW 26 East Garden Street Pensacola, FL 32501 P. Michael Patterson, Esq. 26 East Garden Street Pensacola, FL 32501 William W. Deane, Esq. Assistant General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, FL 32301 Alan C. Sheppard, Esq. EMMANUEL SHEPPARD & CONDON Seventh Floor, Century Bank Tower Post Office Drawer 1271 Pensacola, FL 32596
The Issue The issue for consideration in this proceeding concerns whether the Petitioner is entitled to a variance for installation of an on-site sewage disposal system ("OSDS") for property located near 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 is the owner of certain real property located in Dixie County, Florida, more particularly described as Lot 4, Wonderland Subdivision. The property is approximately 60 by 150 feet in size and was purchased in 1982 for a price of $9,000.00. It is presently appraised at $11,000.00; however, if an OSDS could be permitted and installed, the property would appraise for approximately $22,000.00. The lot was platted in 1957. On October 19, 1989, the Petitioner made an application for a variance from the OSDS permit requirements for the property. The application form indicated, and the Petitioner intends, that this would be a new system for a single-family residence. The residence would contain two bedrooms and would produce approximately 250 gallons per day of sewage flow. The Petitioner desires to construct a residence on the property to have a pleasant place to live and is suffering a hardship because of the investment which he has made in the property, which is of no use to him if he cannot obtain the subject permit or variance and install the OSDS so that he can construct his residence. Alternatively, he is unable to sell the property readily without the ability to obtain an OSDS permit or variance for the property. At the behest of the Respondent in the permit application or variance application process, the Petitioner obtained a survey of the property by a registered land surveyor (see Petitioner's Exhibit No. 2 in evidence). That survey resulted in a benchmark elevation being established of 12 feet above mean sea level ("MSL"). The site of the proposed OSDS installation is 11.71 feet above MSL. The ten-year flood plain elevation for this property is 16 feet above MSL, as verified by records of the Suwannee River Water Management District in evidence without objection. The property is also located within the regulatory floodway of the Suwannee River. Although the Petitioner acknowledged in a general way that he would be amenable to consideration of various alternative types of systems involving piping of sewage effluent to an appropriate upland disposal and treatment area, the use of chemical toilets or other appropriate non-discharge types of treatment and disposal systems, no concrete evidence was adduced from the Petitioner to establish that such are or are not reasonable alternatives to the conventional subterranean septic tank and drainfield type of disposal system with which the variance application is concerned. Consequently, the Petitioner's proof does not establish that no reasonable alternatives exist in order to secure the grant of a variance nor did the Petitioner's proof establish that the type of system proposed would not pollute the ground or surface waters or pose a threat to public health in terms of the standard subterranean OSDS or any alternative systems which the Petitioner might theoretically employ, including the types mentioned above. The Petitioner's proof simply did not establish that installation of a standard subterranean OSDS would only pose a minor deviation from the permitting statute and rules cited herein nor did the Petitioner establish that no reasonable alternatives exist to the establishment of a standard OSDS, as that relates to the substantiality of the hardship which the Petitioner is experiencing in not getting the OSDS originally requested permitted; and the Petitioner did not establish that any system proposed would not pose a threat to public health or pollute ground or surface waters. In summary, the Petitioner did not establish that a sufficient hardship is experienced, because reasonable alternatives have not adequately been explored and considered by the Petitioner nor made a part of the subject of Petitioner's proof nor has the Petitioner established that a grant of a variance would involve only a minor deviation from the permitting statute and rules standards because it has not been proven that the public health nor the ground or surface waters would not be adversely affected. Finally, because the property is located in the regulatory floodway of the Suwannee River, under Rule 10D- 6.047(6), Florida Administrative Code, before a mounded or filled OSDS could be permitted and installed, which is one alternative under consideration, a registered professional engineer must certify that the mounding of the system and installation of fill in the regulatory floodway area would not cause elevation of the "base flood" of the Suwannee River. No such engineering evidence or testimony has been adduced iii this proceeding; therefore, such an alternative system cannot herein be recommended for approval.
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 a variance from the statutory and regulatory requirements for an OSDS permit. DONE AND ENTERED this 10th 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, FL 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 11th day of December, 1990. APPENDIX TO RECOMMENDED ORDER IN CASE NO. 90-3111 Respondent' Proposed Findings of Fact: All of Respondent's proposed findings of fact are accepted. 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 Marilou Clark Suwannee Plantation Realty Rt. 3, Box 73 Old Town, FL 32680 Frances S. Childers, Esq. Assistant District III Legal Counsel Department of HRS 1000 Northeast 16th Avenue Gainesville, FL 32609
Findings Of Fact J. Armand Martin is the owner of a lot located in Pasco County, Florida, which includes an island surrounded by a body of water known as Sleepy Lagoon and a 15-foot strip of land on the mainland. This case arose out of Martin's efforts to develop this lot and construct a personal residence on the island. Residential dwellings surround the lagoon and Martin's island. In order to build a residence on the island, Martin had to install a septic tank. To install a septic tank Martin had to apply for a permit to install an individual sewage disposal system. It was Martin's original intent to locate the sewage treatment facility on the mainland and pipe the sewage over the bridge he planned to build to access his island. Martin made application for the required septic tank permit to the Pasco County Health Department. The inspector from the Pasco County Health Department was taken aback by the situation she encountered when she did the preliminary inspection and called in her supervisor, Donald Van Kampers, for assistance. Van Kampers eventually inspected the island and suggested that Martin put his individual sewage disposal system on the island itself, pointing out that because the island was so low the installation would probably have to include a sand filter system and possibly a chlorinating system. Van Kampers also advised Martin that he would have to seek a variance from the Staff Director of the Health Program Office pursuant to Rule 10D-6.21, Florida Administrative Code, because the island was so narrow that the system would be within 50 feet of the lagoon's waters contrary to Rule 10D-6.24(4), Florida Administrative Code. Martin received assistance from Van Kampers on his application for the variance. This application called for the filing of a site plan drawn to scale. In addition to being surrounded by Sleepy Lagoon, Martin's island circumscribes a small body of water variously referred to as a pond, lagoon and even "wetlands." Martin transmitted to Van Kampers a surveyor's drawing of his island which did not show the island's own small body of water. In an effort to assist Martin, Van Kampers filled in the proposed location of Martin's house and the individual sewage disposal system (septic tank with sand filter) on this surveyor's drawing, attached it to Martin's request for a variance and forwarded it to the Staff Director for the Health Program Office together with a recommendation of approval by the Pasco County Health Unit. This drawing did not show the body of water on the island. The Staff Director forwarded the application to the Review Committee which he appoints to review applications for variances. There is no evidence that Martin saw this drawing prior to the Review Committee's approval of the variance which, with the affirmative recommendation of the Pasco County Health Unit, was summarily granted. Subsequently, several of the residents surrounding Sleepy Lagoon and Martin's island became concerned about the potential problems which Martin's individual sewage disposal system would have on their lagoon, its environment and its ecology. Their complaints eventually came to the attention of the Staff Director of the Health Program Office, who in turn forwarded the matter to John Heber, the Department's representative to the Review Committee, for investigation. Heber conducted a personal inspection of Martin's island and compared it with the drawing filed by Van Kampers in Martin's behalf. Heber found that according to the drawing the individual sewage disposal system would be located in the middle of the water on Martin's island. Having made this discovery, Heber initiated actions which resulted in the Issuance of an Administrative Complaint to have the variance issued Martin rescinded. The Administrative Complaint alleged that Martin had "misrepresented" facts on his application for the variance by not showing the water on his island. Martin made a timely request for a formal hearing on the allegations. Martin did not fill out the drawing which accompanied his application. It was filled out by Van Kampers, who did not draw in the island's water and put the individual sewage disposal system in the middle of where the water is currently located. Van Kampers and his supervisor, both of whom visited the island, did not consider the water on the island subject to the rules which call for the reporting of lakes, streams or canals. See Rule 10D-6.23(2)(a), Florida Administrative Code. In regard to their classifications of surface waters, they are the officials charged under the regulatory scheme with determining when applicants must seek a variance. Applicants must seek a variance when, like Martin, their septic tanks are too close to certain surface waters. See Rule 10D-6.24(4), Florida Administrative Code. Clearly, they determine when a permit will be issued, when an applicant is required to seek a variance, and what waters must be reported on the scale drawing. In the instant case they classified Sleepy Lagoon as protected waters requiring Martin to seek a variance and the water on the is land as unprotected waters not requiring their inclusion on the drawing, because they determined the water was not a lake, stream or canal. The facts show that this water is not a lake, stream or canal. Under the Department's policy a sewage system can only be constructed as drawn and presented in the application for a variance. If the system in question were constructed, it would require the filling of the area where the water is located. The drawing accurately reflects the post-construction situation with the water not shown.
Recommendation The foregoing Findings of Fact and Conclusions of Law show J. Armand Martin did not misrepresent his application; therefore, the facts of the allegation are not proven, and the variance should not be revoked. DONE and ORDERED this 3rd day of April, 1981, in Tallahassee, Leon County, Florida. STEPHEN F. DEAN, Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 3rd day of April, 1981. COPIES FURNISHED: Barbara Dell McPherson, Esquire Department of HRS 2255 East Bay Drive Post Office Box 5046 Clearwater, Florida 33518 Mr. J. Armand Martin 4 Sunset Boulevard Bailey's Bluff Tarpon Springs, Florida 33589
Findings Of Fact The County is a political subdivision of the State of Florida, and the Hillsborough County Sheriff's Office is a department of the County government. On or about January 18, 1989, a site evaluation for the County's application, on behalf of the Hillsborough County Sheriff's Department, for an onsite sewage disposal system (septic tank and drainfield) at Vandenberg Airport was conducted. A soil profile was prepared showing brown sand from the ground surface down 14 inches, a gray sand down another 2 inches, and a gray clay from 16 inches to 7 feet below the surface. The United States Department of Agriculture Soils Survey Book classifies the soils found at Vandenberg Airport as Manatee fine sandy loam, which is now called Chobee 10, and characterizes its permeability as "severe" with a seasonal high water table of from 0 inches at ground surface to 10 inches below the ground surface. By letter dated April 13, 1989, the Department formally denied the County's application due to the poor texture of the Chobee 10 soil and high water table found in the site evaluation, as well as the zoning of the property. This denial letter recognized the applicant's right to apply for a variance. Since the County anticipated denial of its application due to verbal indications from Departmental representatives, the County filed an application for variance with the Department on or about March 29, 1989. A Variance Review Board met and considered the County's variance application, and then recommended approval. However, the variance application was denied by the Department on June 1, 1989, due to the nature of the activities to be conducted on the site, as well as the severe soil conditions on site. The denial of the County's variance request effectively denied its application for this permit. The County has timely sought this review of the Department's denial of its application for a permit for a septic tank and drainfield system at Vandenberg Airport for use by the Sheriff's Department. The parties stipulated that the County's application included the redesign plans and report of its consulting engineers. They further stipulated that the location for which this permit is sought is imperative to the duties of the Sheriff's Department, and there is no alternative to this location without greatly increasing the response time of the Sheriff's Department to emergencies and other calls for service. The Hillsborough County Sheriff's Department has been operating its aviation unit out of a hangar at Vandenberg Airport for several years, and in March, 1989, the County entered into a ten year lease with the Hillsborough County Aviation Authority for approximately 103,126 square feet of land (2.37 acres) located at the Vandenberg Airport for a new hangar for storage and maintenance of aircraft used in conjunction with the services provided by the Sheriff's aviation unit. The site was formerly used for three residences which were served by septic tanks. This lease specifically provides that the County is responsible for obtaining all necessary permits and for securing necessary utility services for the use of this Sheriff's hangar. Thus, the Aviation Authority is not responsible for providing sewage treatment facilities for this site. The Hillsborough County Aviation Authority is not a unit within Hillsborough County government, but is an independent entity established by Special Act. The County has no control or authority over the Aviation Authority's creation of development plans, but the County may approve or disapprove these plans after they have been created by the Aviation Authority and submitted to the County. The Authority's development plans for expansion of Vandenberg Airport provide for runway expansion, taxiways, aprons and parking for aircraft and hangar expansion. As part of this expansion, the Aviation Authority has removed 51 individual septic tanks from homes located on lands which have been acquired, and which now comprise part of Vandenberg Airport. There is no record of any problems with the three residential septic tanks formerly located on this site for 25 to 30 years. The Aviation Authority's plans do not include construction of a sewage treatment plant or providing sewage treatment services in any manner other than with septic tanks, the permits for which must be obtained by its lessees. No centralized wastewater service is available to the proposed Sheriff's hangar at the Vandenberg Airport, and the closest sewer main will be more than 10,000 feet away upon its completion in 1990. The County's five year capital improvement plan does not include extension of this sewer line to the Airport. The location for the Sheriff's hangar is currently zoned SPI-AP-V, which is a special airport district zoning classification created in September, 1989, for Vandenberg Airport. In this zoning district, manufacturing, processing and assembly activities are prohibited. Retail activities are also prohibited, as well as hotels, motels, repair services, physician and dental offices, bus and train terminals, lumberyards, warehouses, publishing and printing, and rental and leasing activities. This district is to be used for public use facilities, wastewater treatment plants and lift stations, aircraft landing fields, airport and airport related activities. "Airport" activities are defined to include fuel storage and transmission facilities, hangars, aircraft service, repair and maintenance facilities. "Airport related" activities are defined as: Uses which are dependent upon proximity to the airport for effective performance, or which provide services to the airport..., including but not limited to airport maintenance facilities and associated administrative offices; sales of new and used aircraft and aircraft parts; sales of aircraft fuels, lubricants, and other aircraft supplies; ... and other airport-related uses compatible with the operation of airports for public and private use. Based upon five soil borings taken at the boundaries of, as well as within, the proposed hangar site, Darrell Hanecki, a geotechnical engineer who was accepted as an expert in engineering, found that the groundwater table was 3 to 4 feet below the existing ground surface in October and November, 1988. The seasonal high groundwater table was estimated to be approximately 12 inches above the existing ground water table at that time, but significant fluctuations in the groundwater level were anticipated due to seasonal variations in rainfall, runoff, and other site specific factors. The borings upon which Hanecki's findings are based were performed in general compliance with accepted procedures for standard field penetration tests. Hanecki concluded that the soil conditions are suitable for the proposed hangar if constructed on a shallow footing foundation with special site preparations. William Fernandez, who was accepted as an expert in civil engineering, developed a redesign of the County's septic tank and drainfield in support of its variance request in order to address concerns expressed by the Department's representatives concerning soil conditions on site. It is proposed that the septic tank and drainfield site will be excavated to a depth of 6 feet, and all clays will be removed. The site will then be backfilled with clean materials in order to allow the drainfield to percolate through these clean materials from three mounded drains which will be located in a two foot high mound constructed above the original grade. A pump will be used to lift the effluent from the tank to the drainfield. The septic tank will have a 750 gallon capacity. It is projected that 8 people will use this septic tank each day, and that each person will cause 25 gallons of sewage per day to be deposited in the system, or a total of 160 gallons of sewage per day. Only domestic wastes from the hangar restrooms will go into the system. Oils, greases and other substances used in aircraft maintenance and repair will be separated and carried to a retention pond through a system of trenches. After hearing the testimony of the County's expert witnesses about the surface water management system to be constructed on site, the Department's environmental specialist, Gary Schneider, testified that he was no longer as concerned about the possibility of oils, greases and other hazardous materials getting into the septic tank system. The County has also applied to the Southwest Florida Water Management District for a surface water management permit, and must receive that permit for this proposed hangar at Vandenberg Airport. The Department seeks to rebut the expert testimony offered by the county primarily with the testimony of Robert Blanco, supervisor of the county health department's septic tank permit program, who was neither tendered nor accepted as an expert, as well as a letter from Richard Ford, resource soil scientist with the Soil Conservation Service, dated September 18, 1989, who took one soil boring and concluded that the soil identified was poorly drained to very poorly drained Chobee loamy sand. Ford was not present to testify. Blanco agreed with Ford's conclusion, expressed in his letter, that the seasonal high water table on this site will come to the surface, or within 10 inches of the surface, for 2 to 6 months each year, causing ponding to occur. Based upon the demeanor and qualifications of the witnesses who testified at hearing, it is specifically found that the testimony offered in support of the County's application, and in particular the expert testimony of Hanecki and Fernandez, is more credible and is given greater weight than the testimony offered on behalf of the Department, particularly the testimony of Blanco. Blanco was not qualified or tendered as an expert in any field, and therefore, he was only competent to offer fact testimony. He speculated, without any supporting evidence in the record, that the septic tanks formerly on this site were not built to Code specifications and probably did not work, although there is no evidence of any complaints about these septic tanks during the 25 to 30 years they were in operation. Blanco also insisted that standardized texts describing soil types over large geographic areas are more reliable than actual soil borings on site, although he could not render an expert opinion in this regard. The letter from Ford offered by the Department was not supported by other competent, substantial, credible evidence, and in any event was based upon only one soil boring as opposed to five borings conducted by Hanecki in accordance with generally accepted practices. Therefore, it is found that the groundwater table on this site is 3 to 4 feet below the existing ground surface, and the seasonal high groundwater table is approximately 12 inches above the existing groundwater table, although it does fluctuate. It was undisputed at hearing that the soils on site are Chobee 10, which is poorly to very poorly drained soil, but the County's redesign of the proposed septic tank and drainfield reasonably and adequately accounts for, and accommodates, this condition by excavating to a depth of 6 feet and backfilling with clean materials, and by placing three drains in a mounded drainfield built two feet above the existing ground level. This redesign complies with the requirements and provisions of Chapter 10D-6, Florida Administrative Code.
Recommendation Based upon the foregoing, it is recommended that the Department enter a Final Order granting the application of Hillsborough County for a permit for an onsite sewage disposal system (septic tank and drainfield) for the Sheriff's Department hangar at Vandenberg Airport. DONE AND ENTERED this 24th day of October, 1989 in Tallahassee, Florida. DONALD D. CONN 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 24th day of October, 1989. APPENDIX TO RECOMMENDED ORDER, CASE NO. 89-3776 Rulings on the County's Proposed Findings of Fact: 1. Adopted in Finding 1. 2-7. Adopted in Findings 6, 7. Adopted in Finding 8. Adopted in Finding 7. Adopted in Finding 10. Adopted in Findings 9, 12. 12-13. Adopted in Findings 2, 3. Adopted in Findings 10, 12. Adopted in Findings 3, 5, 10. Adopted in Findings 3, 4. Rulings on the Department's Proposed Findings of Fact: Adopted in Finding 6. Adopted in Finding 8. 3-4. Adopted in Finding 2. Adopted in Finding 11; Rejected in Finding 12. Rejected in Finding 12 as irrelevant and immaterial since the classification of the soils on site was not disputed at hearing. Adopted in Finding 5. Adopted and Rejected in part in Finding 12. COPIES FURNISHED: Michael J. Morrison, Esquire Assistant County Attorney 725 East Kennedy Boulevard Tampa, Florida 33602 Raymond R. Deckert, Esquire W. T. Edwards Facility 4000 West Buffalo Avenue Room 500 Tampa, Florida 33614 John Miller, General Counsel 1323 Winewood Boulevard Tallahassee, Florida 32399-0700 Sam Power, Agency Clerk 1323 Winewood Boulevard Tallahassee, Florida 32399-0700 Gregory Coler, Secretary 1323 Winewood Boulevard Tallahassee, Florida 32399-0700
