The Issue Whether Rules 10D-6.072(3)(d), (e), and (f), Florida Administrative Code, are an invalid exercise of delegated legislative authority on the ground that these three rules enlarge, modify, or contravene the specific provisions of law implemented, in violation of section 120.52(8)(c), Florida Statutes (Supp. 1996).
Findings Of Fact Petitioner applied for septic tank contractor registration in July 1996. On September 6, 1996, the Respondent issued its intent to deny his application on the grounds that he failed to meet the required qualifications listed in Rules 10D-6.072(3)(d), (e), and (f), Florida Administrative Code. Rule 10D-6.072(3)(d) provides that an applicant is not qualified to take the registration exam to become a licensed septic tank contractor if a previous registration issued by the Respondent has been revoked within the last 5 years. Rule 10D-6.072(3)(e) provides that an applicant is not qualified to take the registration exam to become a licensed septic tank contractor if he has a disciplinary case pending with the Respondent involving septic tank contracting. Rule 10D-6.072(3)(f) provides that an applicant is not qualified to take the registration exam to become a licensed septic tank contractor if he has been convicted of a crime in any jurisdiction which is directly related to the practice of contracting. Petitioner filed a request for a hearing, in which he alleged Rules 10D-6.072(3)(d), (e), and (f) constitute an invalid exercise of delegated legislative authority in that these rules enlarge, modify, or contravene the specific provisions of law implemented, in violation of section 120.52(8)(c), Florida Statutes (Supp. 1996). Rules 10D-6.072(3)(d), (e), and (f) formally took effect on January 3, 1995. There is no material failure to comply with the procedural requirements of Chapter 120, Florida Statutes, in the promulgation of these rules. 9. Sections 154.06, 381.0011, 381.006, 381.0065, 489.553, and 489.557, Florida Statutes, grant the Respondent specific authority to adopt rules implementing the statutes. Petitioner does not dispute the Respondent’s rulemaking authority. Rules 10D-6.072(3)(d), (e), and (f) implement sections 154.01, 381.001, 381.0011, 381.0012, 381.0025, 381.006, 381.0061, 381.0065, 381.00655, 381.0066, 381.0067, Part I of Chapter 386, and Part III of Chapter 489, Florida Statutes. Part III of Chapter 489, Florida Statutes (Supp. 1996), is the chapter governing septic tank contractor registration. Chapter 10D-6, Florida Administrative Code, are the rules pertaining to Standards for Onsite Sewage Treatment and Disposal Systems, which include septic tank systems. A person who becomes a registered septic tank contractor has the authority to install, maintain, repair, and perform site evaluations for repairs of onsite sewage treatment and disposal systems. There are an estimated 1.4 million septic systems in use in Florida. The onsite sewage treatment program impacts public health in that it prevents and corrects sanitary nuisances; prevents pollution to groundwater, which is the primary drinking water source in the state; prevents pollution to surface water; and eliminates risks to public health from exposure to improperly treated human waste. Untreated or improperly treated human waste contains many significant disease-causing organisms injurious to human health. A “sanitary nuisance” is the “commission of any act, . . . or the keeping, maintaining, propagation, existence, or permission of anything, . . . by which the health or life of an individual, or the health or lives of individuals, may be threatened or impaired, or by which or through which, directly or indirectly, disease may be caused.” Section 386.01, Florida Statutes (1995). “Improperly built or maintained septic tanks” and “untreated or improperly treated human waste” constitute “prima facie evidence of maintaining a nuisance injurious to health.” Section 386.041(1), Florida Statutes (1995). The training, regulation, and registration of septic tank contractors, who install and repair such systems, is directly related to public health. An improperly installed or repaired system may result in untreated human waste or raw sewage either surfacing on the ground, backing up in the owner’s house/business, contaminating groundwater, and contaminating nearby surface water. The Respondent regularly receives complaints from citizens detailing installation problems, including complaints regarding improper workmanship, the premature failure of their septic tank system resulting in sewage on the ground around their house, and the contractor’s failure to honor his/her warranty. The impetus behind regulating contractors came primarily from the industry itself (i.e., the Florida Septic Tank Association). The qualification outlined in Rule 10D-6.072(3)(d), which provides that an applicant is not qualified to become a registered septic tank contractor if the Respondent has revoked his prior septic tank registration within the last 5 years, protects the public from sanitary nuisances caused by the improper installation and repair of septic tank systems. This qualification is, moreover, an indicator of an applicant’s “good moral character.” The qualification outlined in Rule 10D-6.072(3)(e), which provides that an applicant is not qualified to become a registered septic tank contractor if the applicant has a disciplinary case pending with the Respondent involving septic tank contracting, fits into what the septic tank contracting program under chapter 489 and Chapter 10D-6 is designed to accomplish. This qualification protects the public by denying licenses to those persons who have demonstrated they are not complying with the rules or statutes. The qualification outlined in Rule 10D-6.072(3)(f), which provides that an applicant is not qualified to become a registered septic tank contractor if he has been convicted of a crime in any jurisdiction which is directly related to the practice of contracting, fits into what the septic tank contracting program under Chapter 489 and Chapter 10D-6 is designed to accomplish. This qualification protects the public by denying licenses to those persons who are not law abiding and do not follow the standards. “Good moral character” is not defined in Chapter 489, Florida Statutes. Each of the three qualifications established by Rules 10D-6.072(3)(d), (e), and (f) make specific or interpret an individual’s good moral character. The Department’s statutory authority for Rule 10D- 6.072(3)(d), Rule 10D-6.072(3)(e), and Rule 10D-6.072(3)(f) comes from: (a) section 489.553(2), which requires the Department to “provide qualifications for applicants;” (b) section 489.553(4)(a), which says the applicant “must be of good moral character’” (c) section 489.558(2), which says the Department may deny registration if it determines the applicant “has violated any provision of this part [Part III of Chapter 489];” and (d) section 489.556, which authorizes the Department to suspend and revoke licenses. The Joint Administrative Procedures Committee (JAPC) has neither filed an objection nor voted on an objection to the three rules at issue in this case. Although a staff member of JAPC, in response to Petitioner’s complaint, recently made a preliminary inquiry into the validity of these rules, the committee did not adopt the staff member’s recommendation.
The Issue The issue in this case is whether Water Use Permit (WUP) Application Number 20009478.005 meets the conditions for issuance as established in Section 373.223, Florida Statutes (2001), Florida Administrative Code Rule 40D-2.301 (April 2001), and the District’s Basis of Review for Water Use Permit Applications.
Findings Of Fact The Parties Petitioner, Alan Behrens, owns real property and a house trailer located at 4070 Southwest Armadillo Trail, in Arcadia, Florida. Behrens uses a two-inch well as the primary source of running water for his trailer. Boran and his family operate a ranch and sod farm in Arcadia, Florida, under the limited partnership of Boran Ranch and Sod, Ltd. Boran uses several different on-site wells to irrigate the farm. See Findings 12-17, infra. The District is the administrative agency charged with the responsibility to conserve, protect, manage, and control water resources within its boundaries pursuant to Chapter 373, Florida Statutes, and Florida Administrative Code Rule Chapter 40D. Permit History Boran’s property is a little over 1,000 acres in size, on which he has raised cattle and grown sod for approximately the past four years. Before Boran owned the property, its prior occupants used the land for growing fall and spring row crops (primarily tomatoes). Boran's cattle and sod farm uses less water than was used by previous owners and occupants. In 1989, the original permit holders could make annual average daily withdrawals of 309,000 gallons but also were allowed a maximum daily withdrawal of 6,480,000 gallons. In 1992, the permitted withdrawals increased to an annual average daily quantity of 2,210,000 gallons, with a peak monthly limit of 3,596,000 gallons per day. On December 14, 1999, Boran received an agricultural water use permit (WUP No. 20009478.004) from the District. This current existing permit expires on December 14, 2009. The current permit grants Boran the right to withdraw groundwater for his agricultural use in the annual average daily quantity of 1,313,000 gallons, and with a peak month daily quantity of 3,177,000 gallons. On September 11, 2000, Boran filed an application to modify his existing water use permit. Modification of Boran's existing permit does not lengthen the term of the permit, and the scope of the District's review was limited to those features or changes that are proposed by the modification. The proposed modification would allow Boran to increase his annual average daily quantity by 175,000 gallons, and increase the peak month daily quantity by 423,900 gallons, for the irrigation of an additional 129 acres of sod. With the proposed increase, the new annual average daily quantity will be 1,488,000 gallons, and the new peak month daily quantity will be 3,600,900 gallons. The proposed modification also provides for the construction of an additional well (DID #6) on the southeastern portion of property, which will withdraw groundwater from the upper Floridan aquifer. The proposed agency action also entails a revision of the irrigation efficiency rating for the entirety of Boran Ranch. Irrigation efficiency refers to the ability to direct water to its intended target, which in this case means the root zone of the sod, without losing water to evaporation and downward seepage. Under the proposed permit modification, Boran will increase the entire farm’s water efficiency from 65 percent to 75 percent. As discussed further in the Conditions for Issuance section infra, the District's AGMOD modeling program uses this efficiency rating as part of its determination of the appropriate quantities for withdrawals. The higher the efficiency rating, the less water received under a permit. Because the efficiency rating increased, the application rate for water decreased from 42" per year to 36.4" per year for the entire Boran Ranch. Boran's Wells There are six well sites (labeled according to District identification numbers, e.g., DID #3) existing or proposed on Boran’s property. DID #1 is an eight-inch well located in the northeastern portion of the property. DID #1 provides water solely from the intermediate aquifer. DID #2 is an eight-inch well located in the middle of the property. DID #2 withdraws water from both the intermediate and upper Floridan aquifers. Both DID #1 and DID #2 were installed in 1968, and predate both the first water use permit application for the farm and the District's water use regulatory system. DID #4 is a twelve-inch well located in the north- central part of the property and solely taps from the upper Floridan aquifer. DID #4 had already been permitted and constructed as of the date of the proposed modification application at issue in this case. DID #3 and DID #5 are twelve-inch wells which have already been permitted for the southern and northern portions of the property, respectively, but have not yet been constructed. Both wells will withdraw water only from the upper Floridan aquifer. DID #6 is a proposed twelve-inch well to be located on the southeastern portion of the property and to irrigate an additional area of sod. DID #3, #5, and #6 will all be cased to a depth of approximately 540 feet, and only open to the upper Floridan aquifer to a depth of approximately 940 feet. By casing the well with pipe surrounded by cement, these wells will be sealed off to all aquifers above 540 feet, including the intermediate aquifer. All the wells on the property are used to irrigate sod. The wells have artesian flow, but utilize diesel pumps to provide consistent flow pressure year-round throughout the fields (some of which can be a mile and a half from a well). Since running the pumps costs money, there is an economic incentive not to over-irrigate. In addition, over-irrigation can lead to infestations of fungi and insects, and eventually cause the grass to rot and die. As a result, the fields receive irrigation only when dry areas in the fields appear and the grass begins to wilt. Boran Ranch Operations and Management Practices Boran Ranch primarily grows three kinds of grasses: St. Augustine Floratam; St. Augustine Palmetto; and Bahia. (Boran also is experimenting on a smaller scale with common paspalum and common Bermuda.) The Bahia grass, which is what also grows in the ranch's cattle pasture, does not require irrigation; the St. Augustine grasses are less drought- resistant and require irrigation at times. The majority of the sod sold to residential installers (who ordinarily work for landscape companies) is a St. Augustine grass. Commercial or governmental roadside installations favor Bahia. Currently, Boran sells more Bahia than St. Augustine. But market demand determines which types of grass are produced on the farm. As residential use and demand for St. Augustine in southwest Florida increases, so would the proportion of the farm used for growing St. Augustine grass. Boran grows sod year-round because of a large demand for the product in Ft. Myers and Cape Coral, and to a lesser extent in Punta Gorda and Port Charlotte. Sod helps control erosion and is considered to have aesthetic value. There also was some evidence that sod lowers the ambient temperatures, as compared to bare dirt; but the evidence was not clear how sod would compare to other ground cover in lowering temperatures. When subsurface seepage irrigation is being used, a sod field must be disked and "laser-leveled" to the proper elevation, with a slight slope created in the field to help ensure proper irrigation and drainage, before it can be used for sod production. The fields are laser-leveled before the irrigation system is installed and the crop is planted. The perforated irrigation supply lines of Boran Ranch’s subsurface irrigation system, also known as the "tile," run the opposite direction of the slope of the field and perpendicular to the main irrigation line. Once the subsurface irrigation system is installed, the field receives sprigs of sod, which are then watered and "rolled" to pack them into the ground. Approximately three months after a field has been rolled, the new sod is then periodically fertilized, sprayed and mowed. Sod takes approximately one year to grow before it may be harvested. The sod at Boran Ranch is harvested via tractor with a "cutter" on its side, which cuts underneath the grass, lifts it up onto a conveyor belt, and then onto a pallet for shipping. There are four different types of irrigation systems used for growing sod in Florida: (1) pivot systems which rely on sprinklers attached to overhead lines that rotate around a fixed point; (2) overhead rain guns which utilize motorized hydraulic pressure to spray a field; (3) above-ground seepage; and (4) subsurface irrigation systems (which can also be used to drain excess water from fields during large rain events). The most efficient irrigation system used for sod in Florida is the subsurface irrigation system. Boran Ranch first started the subsurface irrigation system approximately four years ago. Since that time, Boran Ranch has converted almost all its fields to the subsurface irrigation system, at a cost of approximately $1150 to $1350 per acre. As a result of this conversion process, Boran Ranch now uses less water per acre of sod. The subsurface irrigation system delivers water from a well to a water control structure (also known as the "box") via the imperforated main irrigation line. The perforated lines of the "tile" are connected to this main irrigation line at a 90-degree angle. The largest portion of the "box" sits underground. Once the water in the main irrigation line reaches the "box," water builds up behind removable boards contained in the box, creating the backpressure which forces water out into the tile. Water flows out from the tile to maintain the water table level at or near the root zone of the sod. Subsurface irrigation systems only function on property that has a hardpan layer beneath the soil. The hardpan layer acts as a confining unit to minimize the downward seepage of water, thereby allowing the subsurface irrigation system to work efficiently. Behrens questioned whether Boran Ranch has the necessary hardpan based on Todd Boran's reliance on hydrogeologists for this information. But the expert testimony of Boran's hydrogeology consultant and the District's hydrogeologist confirmed Todd Boran's understanding. Typically, the highest board in the box has the same height as the top of the field. Once the water level inside the box surpasses the height of the last board, water will spill over that board into the remainder of the box and then out another main irrigation line to the next box and set of tiles. By removing some of the boards in the box, Boran can bypass irrigating certain sections of his fields in favor of other areas. Excess water from the fields flows into field ditches which lead to wetlands on the property. If water leaves the wetlands during episodes of heavy rains, it flows downstream to the Peace River. Conditions for Issuance Boran Ranch is located in southwestern DeSoto County, in an area designated by the District as the Southern Water Use Caution Area (SWUCA). The District created the SWUCA, which covers 5,000 square miles, after first determining that the groundwater resources of eastern Tampa Bay and Highlands Ridge regions were stressed and creating the Eastern Tampa Bay Water Use Caution Area (ETBWUCA) and Highlands Ridge Water Caution Area (HRWUCA). Both the ETBWUCA and the HRWUCA are contained within the larger boundaries of the SWUCA. Within the ETBWUCA is an area along the coasts of portions of Hillsborough, Manatee, and Sarasota counties known as the Most Impacted Area (MIA). Special permitting rules exist for new projects located within the ETBWUCA, HRWUCA, and MIA, but not within the remainder of the "undifferentiated" SWUCA. Boran Ranch is located in this "undifferentiated" area of the SWUCA. Behrens took the position that Boran should not be permitted any additional water use until special permitting rules are promulgated for the "undifferentiated" SWUCA. But Behrens could cite no authority for such a moratorium. Meanwhile, the more persuasive evidence was that no such moratorium would be reasonable or appropriate. The evidence proved that the quantities authorized by the proposed modification are necessary to fulfill a certain reasonable demand, as required by Rule 40D- 2.301(1)(a). Boran sought additional water quantities through the permit modification application in order to irrigate an additional 129 acres of its sod farm. The application reflects a need for additional water, associated with additional acreage added to the farm. Boran used the District's AGMOD spreadsheet model, which is based on a mathematical methodology known as the modified Blainey-Criddle method, to determine the reasonable quantities for Boran's specific agricultural use. AGMOD inputs into its computations the following variables: (1) geographic location of the proposed use; (2) type of crop grown; (3) irrigation (efficiency); (4) pump capacity; (5) soil type; and (6) number of acres to be irrigated. AGMOD is a generally accepted tool used for determining the allocation of water quantities for agricultural use. In the instant case, the AGMOD calculations incorporated 87 years of rainfall data and its results reflect the quantities necessary in the event of a two-in-ten-year drought. Similarly, the AGMOD calculations in the instant case take into account the change in irrigation efficiency from 65 percent to 75 percent. Behrens suggested that Boran should not be allowed to use any more water until minimum flows and levels are established for the intermediate aquifer in the vicinity. However, Behrens could cite no authority for imposing such a moratorium. Meanwhile, the more persuasive evidence was that no such moratorium would be reasonable or appropriate. See Finding 49 and Conclusion 86, infra. Behrens also suggested that inputs to AGMOD should assume more Bahia and less St. Augustine grass so as to reduce the resulting amount of reasonable demand. He also suggested that Boran's reasonable demand should not take into account possible future increases in St. Augustine grass production based on possible future market demand increases. But it does not appear that the District requires an applicant to differentiate among various types of grasses when inputting the crop type variable into the AGMOD model for purposes of determining reasonable demand. See Water Use Permit Information Manual, Part C, Design Aids (District Exhibit 2C), Table D-1, p. C4-9. The evidence proved that Boran demonstrated that the proposed use will not cause quantity or quality changes that adversely impact the water resources, on either an individual or cumulative basis, including both surface and ground waters, as required by Rule 40D-2.301(1)(b). Data from water quality monitoring reports indicate that water quality at Boran Ranch and in the region has remained fairly consistent. There were no statistically significant declining trend in water levels in the region. Behrens admitted that water quality in his well has been consistently good. One apparent increase in total dissolved solids and chlorides in DID #1 was explained as being a reporting error. Boran inadvertently reported some findings from DID #2 as coming from DID #1. Until the error was corrected, this made it appear that water quality from DID #1 had decreased because, while DID #1 is open only to the intermediate aquifer, DID #2 is open to both the intermediate aquifer and the upper Florida aquifer, which has poorer water quality. Both Boran and the District used the MODFLOW model, a generally accepted tool in the field of hydrogeology, to analyze withdrawal impacts. The purpose of modeling is to evaluate impacts of a proposed use on the aquifer tapped for withdrawals, and any overlying aquifers including surficial aquifers connected to lakes and wetlands. MODFLOW uses mathematics to simulate the different aquifer parameters for each production unit determined from aquifer performance testing. During the permit application process, both Boran and the District conducted groundwater modeling by simply adding the proposed new quantities to models developed for Boran's permit application in 1999. The models were comparable but not identical; the District's model was somewhat more detailed in that it separated predicted drawdowns into more aquifer producing units. Both models satisfied the District that the proposed modification would have no adverse impact on water resources. After the challenge to the Proposed Agency Action, the District created a new model to assess the impact of only the additional quantities requested by the modification. This new model added some aquifer parameters obtained from Regional Observation Monitoring Program (ROMP) well 9.5, which was constructed very close to the Boran Ranch in 1999. (Information from ROMP 9.5 was not available at the time of the earlier models.) The new model allowed the District to limit the scope of its review to those changes proposed by the modification. The results of this model show that impacts are localized and that most are within the confines of Boran’s property. The greatest impacts resulting from the proposed modification would occur in the Suwannee Limestone producing unit (the upper-most portion of the upper Floridan aquifer), the unit to be tapped by DID #6. The confining unit above the upper Floridan aquifer in this region of DeSoto County is approximately 300-400 feet thick, and impacts on the intermediate aquifer, which is above this confining unit, are much less. When the District's new model was run for peak monthly withdrawals (423,900 gpd for 90 days), the model's 1.0 foot drawdown contour was contained within the confines of Boran’s property, and the 0.1 foot drawdown contour extended only approximately two miles out from the well node of DID #6. Atmospheric barometric changes can cause fluctuations in aquifer levels that exceed a tenth of a foot. As minimal as these modeled impacts appear to be, they are larger than would be expected in reality. This is because, for several reasons, MODFLOW is a conservative model- -i.e., impacts modeled are greater than impacts that would be likely in actuality. First, MODFLOW is a mathematical, asyntopic model. This means it models very gradually decreasing drawdowns continuing over long distances as predicted drawdowns approach zero. This tends to over-predict impacts at greater distances from the withdrawal. In reality, the heterogeneity or discontinuity of confining units cuts down on drawdown effects. The steepest drawdowns occur at a well node and then decline relatively rapidly with distance. Second, several model inputs are conservative. The annual average quantities for water use generated under the AGMOD methodology is based on a two-in-ten-year drought year. The peak month quantity applies to the three driest months within the two-in-ten-year drought period. The MODFLOW model applies this 90-day peak usage continuous pumping under AGMOD and conservatively assumes no rainfall or recharge to the aquifers during this period. Both of these are extremely conservative assumptions for this region of Florida. The District's determination of reasonable assurances "on both an individual and a cumulative basis" in water use permit cases only considers the sum of the impact of the applicant's proposal, together with all other existing impacts (and perhaps also the impacts of contemporaneous applicants). The impacts of future applicants are not considered. This differs from the cumulative impact review under Part IV of Chapter 373 (environmental resource permitting). See Conclusions 80-84, infra. Modeling is a component of the District’s assessment of impacts on a cumulative basis. In addition, the District reviewed and assessed hydrographs of the potentiometric surface from nearby ROMP wells, water quality data, permit history of the Boran site, and regional hydrologic conditions. The hydrographs represent the accumulation of all impacts from pumpage in the area and show stable groundwater levels in the region. Water quality also is stable, with no declining trends. The permit history indicates that permitted withdrawals on the Boran site have declined. For all of these reasons, the evidence was that Boran's proposed withdrawals would create no adverse impacts on water resources on a cumulative basis. The evidence proved that the proposed agency action will not cause adverse environmental impacts to wetlands, lakes, streams, estuaries, fish and wildlife, or other natural resources, as required by Rule 40D-2.301(1)(c). Due to the significant confinement between the source aquifers and the surficial aquifer and surface water bodies, the modeling results show no adverse impact to the surficial aquifer, and no adverse impact to wetlands, streams, estuaries, fish and wildlife, or other natural resources. The evidence was that there are no minimum flows or levels set for the area in question. Furthermore, Standard Condition 9 of the Proposed Agency Action requires Boran to cease or reduce withdrawals as directed by the District if water levels should fall below any minimum level later established by the District. The more persuasive evidence was that the requirements of section 4.3 of the District's Basis of Review have been met. (A moratorium on water use permits until establishment of minimum flows and levels would be neither reasonable nor appropriate.) The evidence proved that the proposed use will utilize the lowest water quality he has the ability to use, as required by Rule 40D-2.301(1)(e), because the new withdrawals are exclusively from the upper Floridan aquifer, which has poorer quality than the intermediate aquifer. Deeper aquifers cannot be used because the water quality is poorer than the upper Floridan aquifer, and it is technically and economically infeasible to use it for agricultural purposes. Behrens suggests that Boran should be required to discontinue all withdrawals of higher quality water from the intermediate aquifer as part of the proposed modification. While an offer to do so might be welcomed (as was Boran's offer to install subsurface seepage irrigation and apply the higher efficiency percentage to the entire Boran Ranch), Behrens could cite no authority for imposing such a condition; and the more persuasive evidence was that imposition of such a condition would be neither reasonable nor appropriate under the circumstances of this case. The evidence proved that the proposed use will not significantly induce saline water intrusion, as required by Rule 40D-2.301(1)(f), because the model results show that the drawdown contours do not approach anywhere near the ETBWUCA or MIA areas. Boran's Ranch is located approximately 21 miles from the MIA boundary and 10.8 miles from ETBWUCA boundary. Further, Boran must monitor the water quality in DID #1 and DID #4 and document any changes in water quality as a result of the withdrawals. The parties have stipulated that the proposed use meets the requirements of Rule 40D-2.301(1)(g) and will not cause pollution of the aquifer. The evidence proved that the proposed use will not adversely impact offsite land uses existing at the time of the application, as required by Rule 40D-2.301(1)(h), because the modeling showed no impact to the surficial aquifer or land use outside Boran Ranch. The confinement between the point of withdrawal and the surface is too great to impact offsite land uses in the instant case. The evidence proved that the proposed use will not adversely impact any existing legal withdrawal, as required by Rule 40D-2.301(1)(i), based on the ROMP hydrographs and modeling showing minimal drawdowns outside the boundaries of Boran Ranch. Behrens claims that Boran's proposed modification will adversely impact his well, which is approximately 3.5 miles northeast of the northeast corner of the Boran property and over four miles away from DID #6. But the greater weight of the evidence was to the contrary. (The wells of other DCAP members were even further away, making impacts even less likely.) Behrens has no independent knowledge of the depth of his two-inch well but believes it is approximately 150 feet deep, which would place it within the intermediate aquifer. In view of the consistent quality of Behrens' well water, and the nature of his well construction, it is most likely that Behrens' well does not penetrate the confining layer between the intermediate aquifer and the upper Floridan aquifer. If 150 feet deep, Behrens' well would not extend into the deepest producing unit of the intermediate aquifer (PZ-3); rather, it would appear to extend into the next deepest producing unit of the intermediate aquifer (PZ-2). But it is possible that Behrens' well cross-connects the PZ-2 and the shallowest producing unit of the intermediate aquifer (PZ-1). (The evidence did not even rule out the possibility that Behrens' well also is open to the surficial aquifer.) Assuming that Behrens' well is open to the PZ-2 only, conservative MODFLOW modeling predicts no impact at all from the proposed modification. (Behrens' well would be outside the zero drawdown contour.) Meanwhile, hydrographs of PZ-2 from nearby ROMP wells show marked fluctuations (five-foot oscillations) of the potentiometric surfaces in producing units of the intermediate aquifer. These fluctuations appear to coincide with increased pumping out of the intermediate aquifer. These fluctuations in the potentiometric surface are not being transmitted up from the upper Floridan aquifer or down from the surficial aquifer. The potentiometric surface in those aquifers do not exhibit matching fluctuations. It appears that the intermediate aquifer is being impacted almost exclusively by pumping out of that aquifer. (This evidence also confirms the integrity of the relatively thick confining layer between the intermediate and the upper Floridan aquifers, which serves to largely insulate Behrens' well from the influence of pumping out of the upper Floridan.) Behrens seems to contend that, in order to determine adverse impacts on a cumulative basis, the impact of Boran's entire withdrawal, existing and proposed, which is modeled conservatively at approximately 0.3 feet, must be considered. But the District considers an adverse impact to an existing legal withdrawal to consist of an impact large enough to necessitate modification to the producing well in order for it to continue to function as intended. The greater weight of the evidence was that the well on Behrens' property was not designed to be a free-flowing well but was designed to use a pump to operate as intended. At the time Behrens purchased his property, there was a well and a non-functioning pump on the property. Even at the beginning of his ownership, he did not always have running water without a functioning pump. In approximately 1986 or 1987, Behrens installed a new electric pump because it allowed the well to produce more water. After installation of the pump, Behrens raised his trailer an additional five feet (to guard against flooding) which caused it to be approximately ten feet high, meaning the water had to travel that much farther against gravity to reach Behrens' faucets. For most of the time that he has owned the property, Behrens has used a pump on the well. Behrens installed a check valve to allow him to turn off the pump. Sometimes during storm or flood conditions, electric power failed or was cut off, and Behrens was forced to rely solely on artesian flow, which was sometimes adequate in flood conditions during the rainy season. At other times when artesian flow was adequate, Behrens would turn off the pump and rely solely on artesian flow. But it also was sometimes necessary for Behrens to use the pump to get adequate water flow. During the summer of 2001, Behrens' pump failed, and he had to rely solely on artesian flow. As in prior years, artesian flow was sometimes inadequate. In order to be able to get at least some artesian flow for the maximum amount of time, Behrens lowered the spigot on his well by about two feet. Although Behrens is aware that the iron casing of his well could corrode over time, he has never called a licensed well driller or other contractor to inspect his well. Behrens did not test his own well for possible blockage that would result in a lower yield. Furthermore, Behrens admits that his whole outdoor water system needs to be completely replaced. The evidence proved that the proposed use will incorporate water conservation measures, as required by Rule 40D-2.301(1)(k), based on the water conservation plan submitted to the District, installation of a state-of-the-art irrigation system, increase in efficient use of the water, and decrease in the application rate. (Behrens' arguments that Boran has been allowed to use too much water and his question as to the existence of hardpan underlying Boran's fields already has been addressed. See Findings 27 and 35, supra.) The parties have stipulated that Boran has demonstrated that the proposed use will incorporate reuse measures to the greatest extent practicable, as required by Rule 40D-2.301(1)(l). The evidence proved that the proposed use will not cause water to go to waste, as required by Rule 40D-2.301(m), because the irrigation method is the most efficient system that is economically and technically feasible available for sod. (Behrens' question as to the existence of hardpan underlying Boran's fields already has been addressed. See Finding 27, supra.) The evidence proved that the proposed use will not otherwise be harmful to the water resources of the District, as required by Rule 40D-2.301(1)(n), based on the review of all other permit criteria. Propriety of Behrens' Purpose Behrens did not review the District's permit file on Boran's application before he filed his petition. The evidence suggested that he traveled to the District's Sarasota office for that purpose but found on his arrival that the complete permit file was not available for inspection there. Because of the filing deadline, he did not find time to make another attempt to review the permit file of record before he filed his petition. Behrens also did not contact Boran, the District or anyone else with any questions about the proposed agency action before filing his petition. He also did not visit Boran’s property, and made no inquiry as to the irrigation system employed by Boran. Behrens also did not do any additional legal research (beyond what he had done in connection with other water use permit proceedings) before filing his petition. Behrens believed he had all the information he needed to file his petition. Behrens has previously filed at least one unsuccessful petition challenging the District’s issuance of a water use permit. See Behrens v. Southwest Fla. Water Management Dist., DOAH Case No. 00-4801 (DOAH Jan. 29, 2001). DCAP, with Behrens acting as its president, has previously filed at least three unsuccessful petitions challenging the District’s issuance of a water use permit. See, e.g., DeSoto Citizens Against Pollution, Inc. v. Farmland Hydro Limited Partnership, DOAH Case No. 02-232 (Southwest Fla. Water Man. Dist. June 25, 2002); DeSoto Citizens Against Pollution, Inc. v. Southwest Fla. Water Management Dist., DOAH Case No. 01- 3056 (DOAH Aug. 22, 2001); DeSoto Citizens Against Pollution, Inc. v. Southwest Fla. Water Management Dist., DOAH Case No. 01-2917 (DOAH Sept. 24, 2001). However, none of those proceedings involved a project at the Boran site. It is found that, under the totality of circumstances, Behrens' and DCAP's participation in this proceeding was not for an improper purpose--i.e., not primarily to harass or to cause unnecessary delay or for frivolous purpose or to needlessly increase the cost of Boran's permit modification. While a reasonable person would not have raised and pursued some of the issues raised by Behrens and DCAP in this proceeding, it cannot be found that all of the issues they raised were frivolous or that their participation in this proceeding was for an improper purpose. It appears that Behrens based his standing in part on the requirement in Rule 40D-2.301(1)(i) that Boran provide reasonable assurances that the proposed use will not adversely impact an existing legal withdrawal to be provided "on both an individual and a cumulative basis.” (Emphasis added.) Not unreasonably, Behrens argued that this requirement allowed him to base his standing on alleged injuries from all of Boran's withdrawals, existing and proposed, which would create a 0.3- foot drawdown on his well. While his argument is rejected, it cannot be found to be frivolous or made for improper purpose. Behrens' argument that Boran did not meet Rule 40D- 2.301(1)(i) was based on the 0.3-foot drawdown and his position that his well was designed to be artesian free- flowing. While Behrens' proposed finding was rejected, the position he took is not found to be frivolous or taken for improper purpose. Several other arguments made and positions taken by Behrens have been rejected. See Findings 27, 34, 35, and 51, supra, and Conclusions 86-87, infra. But they cannot all be found to have been frivolous or made and taken for improper purpose.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the District enter an order granting Boran’s water use permit application number 20009478.005; and denying the motions for attorney's fees and costs under Section 120.595(1), Florida Statutes. Jurisdiction is reserved to enter a final order on the part of the motions for sanctions under Section 120.569(2)(e). DONE AND ENTERED this 29th day of July, 2002, in Tallahassee, Leon County, Florida. Hearings Hearings ___________________________________ J. LAWRENCE JOHNSTON Administrative Law Judge Division of Administrative The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative this 29th day of July, 2002. COPIES FURNISHED: Alan R. Behrens, President DeSoto Citizens Against Pollution, Inc. 4070 Southwest Armadillo Trail Arcadia, Florida 34266 Mary Beth Russell, Esquire Southwest Florida Water Management District 2379 Broad Street Brooksville, Florida 34609-6899 Douglas P. Manson, Esquire Carey, O'Malley, Whitaker & Manson, P.A. 712 South Oregon Avenue Tampa, Florida 33606 E.D. "Sonny" Vergara, Executive Director Southwest Florida Water Management District 2379 Broad Street Brooksville, Florida 34609-6899
The Issue The issue is whether Respondent should have his license suspended and an administrative fine imposed for allegedly committing fraud and deceit in the practice of contracting, providing septic tank contracting services without an operating permit, and submitting a fabricated building permit number to obtain a final inspection approval of a job.
Findings Of Fact Based upon all of the evidence, the following findings of fact are determined: Generally When the events herein occurred, Respondent, Willie A. Harmon, operated a septic tank business in Santa Rosa County, Florida, under the name of Willie Harmon's Septic Tank Service. That profession is regulated by Petitioner, Department of Health (Department). In this proceeding, the Department alleges that Respondent violated its rules law on three separate occasions in 1995, 1996, and 1997. Each alleged violation is discussed below. The Iris Lane Citation In April 1997, William M. Newell, who manages various rental properties in Santa Rosa County (County), hired Respondent to pump out a backed up septic tank system located at 1824 Iris Lane, Navarre, Florida. The system was an older one with a sand bottom, a type sometimes found in the southern part of the County. The job was performed by Respondent on April 21, 1997, and it called for Respondent to pump the tank dry. Respondent received payment from Newell for these services. On the evening of April 22, 1997, Newell returned to the premises and found the lid back on the system. Assuming that the job was completed, he telephoned the Santa Rosa County Health Department to request an inspection of the tank, as required by law. Larry Thomas, an environmental supervisor, inspected the tank on April 23, 1997, and found approximately five inches of solids still remaining in the tank and the remainder of the tank full of water. A properly pumped out tank would be dry. Newell immediately contacted Superior Septic Tank Service in Crestview, Florida, to repump the tank. Earl Raybon, an employee of that firm, inspected the tank and assumed it had not been pumped out since it was full of water and had a layer of sludge at the bottom. Raybon observed that the walls and lid of the system were "in good shape," but it needed a replacement liner. Raybon then repumped the tank until the system was dry. When Respondent was later asked by Newell and Thomas why the tank had sludge and water, Respondent advised them that water and solids must have bled (leached) back into the tank through the sand bottom. Although it is not uncommon for groundwater to seep back into a tank through a sand bottom, it is highly unlikely that the tank would completely refill with water within two days, unless the area experienced heavy rains. There was no evidence that this occurred. Further, it is not possible for solids to seep back into the tank under any circumstances. Respondent's explanation that this accounted for the solids in the tank is not deemed to be credible. Respondent also explained that in order to prevent the ingestion of sand into his equipment, he had to leave some sludge at the bottom of the tank. Raybon established, however, that under current industry standards, it is the responsibility of the contractor to pump a tank dry, even if one gets sand in his equipment. Consistent with that practice, Raybon pumped the tank dry. Respondent finally contended that if he had pumped the tank dry, the sides of the system might have collapsed. This occurs, however, only when there is water pressure on both sides of the system. Because the second contractor pumped the system dry without incident, it is found that a collapsing system was not a valid concern. By failing to pump the tank dry, as required by industry standards, Respondent committed fraud and deceit on the customer. In addition, this misconduct caused the customer to incur monetary harm in that the customer had to pay a second contractor to finish the job. The Deer Lane Citation In early December 1995, Respondent installed a new septic tank system on a mobile home lot at 9050 Deer Lane, Navarre, Florida. Before the final written inspection approval for a new septic tank system can be given by the Department, the building permit must be attached to the application. It is the responsibility of the owner, and not the septic tank contractor, to obtain the building permit. Alternatively, if the lot is still undeveloped, as it was here, approval of the system may be obtained without a building permit by simply securing a yellow- green temporary sticker from the Department. On December 5, 1995, Respondent submitted paperwork to the Santa Rosa County Health Department reflecting that building permit number 95-608 had been issued to the owner. He contended that this number was obtained over the telephone from the owner, and this claim was not contradicted. However, a building permit was not issued to the owner until December 7, 1995, and it carried permit number 95-4144. The local department immediately discovered the difference in the two numbers and charged Respondent with fraud and deceit. There was no intent on the part of Respondent to commit fraud or deceit on the Department. Indeed, he could have obtained an inspection and final approval without a building permit being issued since the lot was still undeveloped. Moreover, he had no financial incentive to fabricate the permit number. Therefore, it is found that he did not commit fraud or deceit in the practice of contracting. The Webster Street Citation In order to perform septic tank services, a contractor must be registered with a county health department. By having an operating permit from one county health department, a contractor may perform services in other counties as well. Therefore, an operating permit in Okaloosa County would enable Respondent to perform services in Santa Rosa County. On June 27, 1996, Respondent partially pumped a tank at 7843 Webster Street, Navarre, Florida. At that time, he held no active registrations to perform the work. He eventually obtained an operating permit from the Okaloosa County Health Department on July 29, 1996. According to a representative of the Okaloosa County Health Department, it allows contractors who have previously had permits issued by that Department to work without a valid registration while their applications are being processed. This process usually, but not always, takes no more than two or three weeks. Whether Respondent had previously been issued a registration by the Okaloosa County Health Department is not of record. It is also unknown when Respondent filed his application with that Department, although he says that he had an application pending when the questioned job was performed. Because of these record deficiencies, it is found that, even though Respondent had no valid operating permit on June 27, 1996, he rightly assumed that such work was permissible under then existing policy of the Okaloosa County Health Department.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Health enter a Final Order finding Respondent guilty of violating Rules 64E-6.022(1)(k) and (l)2., Florida Administrative Code, and that Respondent be assessed a $500.00 administrative fine. The charges in the two citations should be dismissed. DONE AND ENTERED this 21st day of January, 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 21st day of January, 1998. COPIES FURNISHED: Angela T. Hall, Agency Clerk Department of Health Building 6, Room 102 1317 Winewood Boulevard Tallahassee, Florida 32399-0700 Rodney M. Johnson, Esquire 1295 West Fairfield Drive Pensacola, Florida 32501 Willie A. Harmon Post Office Box 733 Fort Walton Beach, Florida 32548 Pete Peterson, Esquire Department of Health Building 6, Room 102 1317 Winewood Boulevard Tallahassee, Florida 32399-0700
The Issue Should Respondent be fined $500.00 for initiating repairs to an on-site sewage treatment and disposal system before obtaining a permit?
Findings Of Fact Respondent is engaged in the septic tank contracting business as a contractor licensed under Chapter 489, Part III, Florida Statutes. He does business as "Alpha." In association with his business Respondent provided services to residents at 224 North Orange Avenue, Orange City, Florida. This was related to a failed on-site sewage treatment and disposal system at that residence. To assist in providing repair service to the residence in Orange City, Florida, Respondent engaged Andy Trapp. Mr. Trapp's business is to assist septic tank contractors in obtaining necessary permits to perform septic tank contracting services. Mr. Trapp's occupation includes field work involving soil testing, measurements, and completion of necessary paperwork to assist the septic tank contractor in obtaining necessary permits. As permitting agency, usually Petitioner would accept applications submitted by Mr. Trapp in relation to the application for a permit to repair on-site sewage treatment and disposal systems, in that Mr. Trapp is recognized by Petitioner as being sufficiently qualified to submit information in support of an application for permit. On March 27, 1998, Mr. Trapp submitted an application for a permit to repair the on-site sewage treatment and disposal system at the Orange City, Florida, address, to include supporting information concerning the results of soil testing. That application was accompanied by the necessary fee to obtain a permit. The application was delivered to Petitioner's Daytona Beach, Florida, office as a matter of convenience to Mr. Trapp. Mr. Trapp realized that the actual processing of the permit application would be conducted by Petitioner's Deland, Florida, office. In that connection, Mr. Trapp realized that the application that he had submitted to the Daytona Beach office would be forwarded by interoffice transmittal to the Deland office, which would cause a delay in the processing of the application. In his experience Mr. Trapp has filed applications with the Daytona Beach office to be subsequently transmitted to the New Smyrna Beach office of the Petitioner, which ordinarily can be done late on the same day that the application was presented or by the next day. James McRae is an environmental supervisor for the Volusia Health Department, Environmental Health Office in Deland, Florida. It is his office that had ultimate responsibility for considering, and if appropriate, issuing a permit allowing Respondent to conduct necessary repairs of the failed on-site sewage treatment and disposal system at the Orange City, Florida address. Mr. McRae confirmed that the permit application, as submitted by Mr. Trapp for the repairs, had been received by the Deland office on March 30, 1998. In addition, the accompanying $57.00 fee had been transferred from the Daytona Beach office to the Deland office, as was customary, the custom being that the funds in support of an application would ultimately be received in the office from which the application would be processed and a permit number assigned, as applicable. Upon receipt of the application in the Deland office, a receipt was generated. Information concerning the permit application was placed in the computer. Assessment of the application was assigned to William Vander Lugt, Environmental Specialists II, who is part of the field staff for the Petitioner's Deland office. Beyond Mr. Vander Lugt's assignment to consider the application for the permit for the Orange City, Florida project, it was expected that he would do any necessary field work involving an inspection and any necessary soil analysis. If satisfied that the site was appropriate to effect repairs to the failed on-site sewage treatment and disposal system, Mr. Vander Lugt would issue a permit subject to approval by Mr. McRae. Mr. McRae identified that the usual turn around time for issuing permits is two to three days, assuming that the permit was applied for at Petitioner's office which would be responsible for assessing the application. In this instance the permit had been applied for at another office which delayed consideration of the permit application by the Deland office. The permit was approved on April 2, 1998, within three days of its receipt by the Deland office. Before the permit was issued, Respondent, through his employees, had commenced the repairs at the Orange City, Florida, address. The commencement of repairs was verified by an on-site inspection performed by Mr. Vander Lugt, on March 31, 1998. Although the supporting information presented by Mr. Trapp was in order and the fee had been paid, and there was no indication that any other problems existed which would prohibit the repairs from being conducted, Respondent was premature in commencing the work before the permit issued, and was unjustified in that choice.
Recommendation Upon consideration of the facts found and conclusions of law reached, it is RECOMMENDED: That a final order be issued which imposes a $500.00 fine against Respondent for initiating a repair of an on-site sewage treatment and disposal system without first obtaining a permit to do the work. DONE AND ENTERED this 24th day of September, 1998, in Tallahassee, Leon County, Florida. 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 Filed with the Clerk of the Division of Administrative Hearings this 24th day of September, 1998. COPIES FURNISHED: Charlene Petersen, Esquire Department of Health 420 Fentress Boulevard Daytona Beach, Florida 32114 Michael J. Jedware Post Office Box 390073 Deltona, Florida 32739-0073 Angela T. Hall, Agency Clerk Department of Health 2020 Capital Circle, Southeast Bin A02 Tallahassee, Florida 32399-1703
Findings Of Fact Prior to November, 1987, Petitioners purchased adjoining Lots 56 and 57 located in West Vic Holiday Sands subdivision in Santa Rosa County. 1/ The two lots constitute substantially less than a fourth of an acre of land. Petitioners intended to place two two bedroom mobile homes on the lots for use as a weekend retreat for their families. When Petitioners purchased the two lots, the lots had an existing 900 - 1050 gallon septic tank on the property. The tank had been previously approved by the Department of Pollution Control in 1973 for Recreational vehicle/campsite use. The tank had never been permitted for use as a homesite, such as a two bedroom mobile home would require. A Recreational Vehicle (RV) is generally considered by HRS to be a motor vehicle with a maximum size of 8'x 35'. Anything substantially over that size, as Petitioners' two mobile homes were, would not be considered for RV use and would be required to obtain a homesite type permit. Petitioners were required by their proposed use of the property to obtain a homesite permit. However, Petitioners did not discover the homesite permit requirement until after they had purchased the two lots and after they had purchased two mobile homes at considerable monetary cost to themselves. The Petitioners did not think about investigating whether a septic tank permit would be required because the subdivision area had permanent residences already in place. However, the evidence demonstrated the majority of these residences are located on four lots. There are a few residences located on fewer than four lots and on lots the size of Petitioners. 2/ The residences with nonconforming septic tanks were permitted by HRS under a mistaken interpretation of the law by the local Health Department office. However, about a year prior to Petitioners' permit and at the request of the local office, the local office was audited and its interpretation was brought into compliance with state law. Petitioners were, therefore, no longer entitled to rely on the local office's previous misinterpretation of the law and in previously issuing permits authorized under that misinterpretation of the law. Petitioners applied for an existing septic tank permit on November 23, 1987. Because the existing tank did not have enough capacity or drainage area for the Petitioners' desired use and the size of the property was under one- quarter acre, Respondent informed Petitioners they would have to seek a variance from the usual septic tank permit requirements. 3/ Petitioners applied for a variance. Petitioners felt a hardship variance should be granted due to the amount of money they had spent on the property and the fact Respondent had granted other nonconforming permits under its mistaken interpretation of the septic tank law. Neither of the Petitioners appeared at the variance review committee meeting in Ocala, Florida, which considered their variance request. However, the local health official recommended approval of the variance since other tanks had been mistakenly approved previously. The committee reviewed Petitioners' application and other relevant information about the property. The committee determined that no hardship existed and denied the permit. Petitioners received the committee's letter of denial on February 20, 1988. The evidence showed that Petitioners had spent close to $14,000.00 in purchasing the property and preparing it for occupancy. However, monetary expenditures alone have never been considered sufficient to establish a hardship in permitting cases. Petitioners presented no evidence which would cause such expenditures to amount to a hardship. Use of their property is still available, although that use is not exactly what Petitioners had in mind. Moreover, Petitioners may still recoup the money spent on the mobile homes by renting or selling them. Under these facts, no hardship was shown by Petitioners. In essence, Petitioners failed to show any monetary losses as opposed to expenditures of a significant nature. Likewise, Petitioners failed to establish justifiable reliance on the Respondent's previous mistakes, i.e., estoppel. Respondent's mistakes were not known by Petitioners at the time the majority of Petitioners' expenditures were incurred. The evidence regarding the general appearance of the subdivision was insufficient to establish a basis for such reliance. Moreover, Petitioners had the opportunity and the initial burden to investigate any potential governmental requirements prior to their purchase of the property. Again, no hardship was established by Petitioners' utilizing the theory of estoppel. Finally, Petitioners failed to present any reliable evidence that the discharge from their septic tank would not adversely affect the health of the public or would not significantly degrade the ground or surface waters of the State. The fact that other nonconforming tanks are in place with relatively few observable problems does not support the further inference that one more nonconforming tank won't hurt in an already overloaded area. Under these facts, Petitioners are not entitled to a variance from the Department's septic tank requirements; and therefore, are not entitled to a septic tank permit.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED: That Respondent request for a variance from the septic tank permit requirements be DENIED and the request for a septic tank permit be DENIED. DONE and ORDERED this 11th day of January, 1989, in Tallahassee, Florida. DIANE CLEAVINGER Hearing Officer Division of Administrative Hearings The Oakland Building 2900 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 11th day of January, 1989.
The Issue The first issue is whether Petitioner, Jacqueline M. Lane (Lane) has standing. The second issue is whether International Paper Company (IP) provided reasonable assurances it has the ability to meet the conditions of the existing industrial wastewater permit for the wastewater treatment facility at the paper mill in Cantonment, Florida, pursuant to Rule 62- 620.340(3), Florida Administrative Code. A final issue is whether Lane litigated this matter for an improper purpose.
Findings Of Fact Based on the evidence and testimony of the witnesses presented and the entire record in this proceeding, the following facts are found: The Parties The Department is charged with the responsibility for determining whether to approve the Application for transfer of permit number FL0002562-002-IWF/MT from Champion to IP. IP is a corporation authorized to do business in the State of Florida. IP operates a bleach kraft fine paper mill in Cantonment, Florida, formerly operated by Champion. Lane is a citizen of the State of Florida who lives on Perdido Bay. Application for Transfer of Industrial Wastewater Permit Number FL0002526-002-IWF/MT In June 2000, IP notified the Department it was acquiring Champion as a wholly owned subsidiary. IP took over operation of the facility in Cantonment on January 1, 2001. At that time, the companies had fully merged. On January 19, 2001, IP timely submitted an Application for Transfer of a Wastewater Facility or Activity Permit (Application) and advised the Department that "the permittee name for the pulp and paper mill in Cantonment, Florida[,] has been changed from 'Champion International Corporation, Inc.' to 'International Paper Company.'" Several wastewater permit- related documents were submitted to the Department as part of this name change. The Department processed IP's Application to transfer the facility's permit pursuant to Rule 62-620.340(3), Florida Administrative Code. "The parties agree that this matter is controlled by Rules 62-4.120 and 62-620.340, F.A.C., regarding the transfer of the permit. The parties [did not agree] upon what conditions of the combined permits are applicable to determine whether the Department has received 'reasonable assurances that the conditions of the permit will be met.' Rule 62-620.340(3), F.A.C." Rule 62-620.340(3), Florida Administrative Code, provides: "The Department shall allow the transfer under subsection (2) of this section unless it determines that the proposed permittee cannot provide reasonable assurance that conditions of the permit will be met. The determination shall be limited solely to the ability of the proposed permittee to comply with the conditions of the existing permit, and it shall not consider the adequacy of these permit conditions." (Emphasis added). This proceeding does not involve an enforcement action or consideration of whether the wastewater permit, and related documents, should be renewed. Champion's renewal application is under consideration by the Department. The parties agree that the documents described in Findings of Fact 10-19, infra, set forth the conditions of the permit number FL0002526-002-IWF/MT at this time. These documents are listed below: November 15, 1995, DEP Order (combining the NPDES permit and the State- issued wastewater permit) April 22, 1996, DEP Letter (clarifying November 15, 1995, Order regarding 1983 NPDES Permit) January 3,1983, EPA NPDES Permit December 13, 1989, DER Temporary Operating Permit December 1, 1989, DER Consent Order December 12, 1989, DER Variance The Permit(s), Consent Order, Variances, and Related Permit Documents Before May 1, 1995, in order to operate the wastewater treatment facility at the mill in Cantonment, both state and federal permits were required. The Department or its predecessor agency, the Department of Environmental Regulation (DER), issued state permits pursuant to Sections 403.08 and 403.088, Florida Statutes, and applicable rules. The United States Environmental Protection Agency (EPA) issued federal National Pollutant Discharge Elimination System (NPDES) permits pursuant to 40 Code of Federal Regulation Section 124.15. As a result of EPA's delegation of its NPDES authority to the Department in 1995, only one permit is now required. The 1995 Memorandum of Agreement between EPA and the Department does not allow the Department to modify a permit that has been administratively continued. Modifications to permit limits have to be made through the permit renewal process. On or about January 3, 1983, the EPA issued a NPDES permit to St. Regis Paper Company, authorizing discharge from the facility, located at the paper mill in Cantonment to the receiving waters named Eleven Mile Creek (creek). This NPDES permit contains the federal permit conditions applicable at this time. (EPA has since used the facility as a benchmark model to develop effluent guidelines for its new cluster rule.) On December 1, 1989, the DER entered into a Consent Order with Champion International Corporation. This Consent Order was issued as a result of Recommended and Final Orders issued in Perdido Bay Environmental Association, Inc. et al. v. Champion International Corporation and Florida Department of Environmental Regulation, 12 F.A.L.R. 126 (DER Nov. 14, 1989). This Consent Order allowed the continued operation of the facility. As a compliance requirement, a study report was required to include "an evaluation of technologies and treatment alternatives . . . to determine the most environmentally sound and practicable means to correct identified water quality violations caused by Champion." The studies required by the Consent Order are needed to pinpoint sources of pollutants in the creek and Perdido Bay (bay). The Consent Order has no expiration date although it is tied to the temporary operating permit (TOP) which had an expiration date of December 1, 1994. Extensive studies have been submitted to the Department pursuant to paragraph 14.A. of the Consent Order, which are necessary to trigger "the final compliance plan." This has been an ongoing process since the Consent Order and TOP were issued. The conditions in the Consent Order and TOP apply at this time. Various discharge limitations and monitoring requirements are set forth in the TOP. On December 13, 1989, DER issued a TOP, Number IT17- 156163, to the facility, which was issued in conjunction with the Consent Order. The TOP expressly relies on the Consent Order for authorization. It contains the effective state permit conditions at this time. On December 8, 1989, DER issued a Variance from water quality standards for color (transparency), iron, zinc, and the general water quality criterion for specific conductance. The standards in the Variance are part of the TOP and are effective at this time. The mill no longer needs the Variance for iron and zinc. As to those parameters, it currently operates at lower levels than under the Variance. On November 15, 1995, the Department combined the state and federal operating permits into a single permit identified as Wastewater Permit Number FL0002526-002-IWF/MT. The TOP and NPDES permit were administratively continued when renewal applications were filed. The Department will transfer to IP the permit documents described in Finding of Fact 9, supra. The Department will also transfer the pending permit renewal applications filed by Champion. Wastewater Treatment Facility at the Paper Mill in Cantonment, Florida In the past, Champion owned and operated a 1400-ton per day bleach and kraft pulp and paper mill in Cantonment. The operation is now conducted by IP. The paper mill treats its effluent from industrial activities at an on-site wastewater treatment facility (facility). Stormwater that falls on the industrial portion of the mill is also processed through the facility. The mill is required to and takes monthly samples from the creek for a few parameters, e.g., DO and pH, to provide data to the Department for use in developing possible changes to effluent limitations in a final compliance plan. There is an installed structure that continuously measures the flow of the effluent at the end of the facility's treatment system. This point, i.e., where the flow is measured, is called the Parshall Flume which is the compliance point for the facility. The effluent at Parshall Flume is automatically sampled each day, analyzed, and reported on a monthly basis to the Department. The analyses are reviewed and compared to the effluent limitations for a particular permit. The treated effluent is discharged from the Parshall Flume through a pipe to natural wetlands. In this wetland area, the treated effluent combines with several streams, non- processed stormwater, and runoff from land south and west of the facility. Runoff from residential areas and areas west of the mill, including the City of Cantonment, also flows into this area. The IP mill is not the only source of discharge into this area. After passing through the natural wetlands, the treated effluent runs through a pipe that discharges into the creek from below the surface. This point is about a half-mile from the facility. It is called the "boil" because the water from the pipe boils up into the creek. The "boil" is not a compliance point. On occasion, a Department inspector has taken water samples at the boil. Each time, his sampling has shown water quality standards were met at the boil. At the boil, the water flowing into the creek from the pipe contains treated effluent and drainage from areas not associated with the mill. From the boil, the creek flows a distance of fourteen miles to Perdido Bay (the bay). At the boil, there is also stormwater runoff and drainage from residential areas flowing into the creek in addition to the water from the pipe. Along the sides of the creek to the bay is a large drainage basin, which includes agricultural and residential runoff that flows into the creek. The boil, which is non-processed stormwater of the creek, could be contaminated from non-IP sources. Sources of pollutants in the bay include residential and agricultural stormwater runoff, Perdido River, and the creek. The Escambia County Utility Authority (ECUA) also has a treatment plant that has a discharge into the bay. Saltwater intrusion and runoff from development are additional sources of pollutants in the bay. Lane takes samples at the boil and most recently in May and June of 2001. Her measurement of dissolved oxygen (DO) was approximately 2.6 and for specific conductance, between 1600 and 2000. Lane also samples the water at a bridge (279A) two miles down the creek from the boil. Lane testified regarding bacteriological quality at the boil or further down stream, that fecal coliforms, including the bacteria Klebsiella, were present. Lane is not a certified sampler. She does not have the required quality control/quality assurance program. Lane does not know the Department requirements to sample dissolved oxygen. She could not describe an approved standard for such sampling. Surface Water Quality Standards Unless otherwise provided through relief mechanisms, discharges into surface waters must meet the minimum water quality standards set forth in Rules 62-302, Florida Administrative Code. Relief mechanisms include variances, consent orders, and temporary operating permits. The Department has issued variances, consent orders, and temporary operating permits to allow permit holders time to respond to changes in water quality standards and related regulations that reflect changes in understanding of environmental impacts to water bodies. Permit Conditions The permit conditions do not require compliance with all the water quality criteria in Chapter 62-302, Florida Administrative Code, for water quality parameters. The Department has not yet agreed on "final treatment solutions" it can require under the Consent Order. See, e.g., Finding of Fact 49. Specific deviations from the surface water quality standards in Chapter 62-302, Florida Administrative Code, are authorized by the Consent Order, TOP, variance, and NPDES permit. The specific effluent discharge limitations in the TOP and NPDES permit, are for BOD5, TSS, iron, specific conductance, pH, and zinc. (The reference to condition 12 in paragraph 25 of the TOP has not been amended.) Several of the effluent limitations (e.g., specific conductance) were granted by the Variance. Paragraph 26 of the TOP specifies the monitoring and frequency requirements for the monitoring at the Parshall Flume. This monitoring information can be used by the Department to pinpoint sources of pollutants in the creek and in order to establish numerical, water-quality based effluent limitations for those sources. General Condition 5 of the TOP does not per se impose on the mill the duty to meet all water quality standards in Chapter 62-302, Florida Administrative Code. The TOP authorizes "a certain amount of pollution" and "certain relief." The TOP further established a "compliance schedule" for Champion to study the impacts of the discharge. However, the Department rules allow for reopening of the TOP and changing the permit conditions to reflect new evidence causing a concern regarding pollution. Here, the Department has not reopened the TOP. The permit, including the TOP and Consent Order, allows the mill a period of time to come into compliance with all minimum water quality standards. When a final permit is eventually issued, the facility will have to meet these standards absent some express relief mechanism at that time. IP Provided Reasonable Assurances of Its Ability to Meet Permit Conditions The Department employee who reviewed IP's Application to transfer the permit is an expert in environmental engineering. At the time he reviewed the Application, he was familiar with the existing permit conditions. As part of his review, he ascertained whether IP was satisfying the conditions of the permit and determined it was. The Department reviewed IP's annual report and other corporate brochures as part of its processing of the transfer Application. Information in these documents revealed IP has obtained other Federal-type NPDES permits for other companies at several other facilities. The Department was familiar with IP's local management at the Cantonment facility when it processed the transfer Application. IP brings considerable "capability and talent" to the mill. The Department performed inspections during the last six (6) months and was familiar with the facility and wastewater system. IP is an international company with greater financial resources than Champion. It has approximately $30 billion in annual sales. Champion, in comparison, generated about $5 billion a year. It is clear that that the operation of the mill and the facility would have less capital and financial support without IP. Since June 2000, IP has worked with the Department in a continuation of the Department's concept of relocating the facility's discharge to wetlands. The plan considers removal of the facility's treated effluent from the creek to wetlands on IP's land and effectively eliminates it as a point source discharge and removes the discharge from the creek. IP will have a greater ability than Champion to meet permit conditions due to greater financial sources, technical staff, and resources. IP's management is committed to resolving water quality issues like specific conductance and is willing to resolve outstanding water quality issues in the bay and creek. In the view of the former Northwest District Director who worked on water quality issues at the facility for twelve years ending March 31, 2001, the current plan to discharge to wetlands will be implemented and allow compliance with all water quality standards. He also opines that IP has the ability to comply with water quality standards under the plan to discharge to wetlands. In the Department's view, IP has provided reasonable assurances that it has the ability to meet the existing conditions of the permit sought to be transferred. IP Complies with Permit Conditions as Evidence of Ability According to the Department's expert, Mr. William A. Evans, a professional engineer with a Master's degree in civil engineering and an expert in environmental engineering, there have been no verifiable violations of permit conditions and no exceedances since January 2000, before IP took over operations of the mill. On the other hand, Mr. Evans, in reviewing a discharge monitoring report for IP for April 2001, advised, during cross-examination, that there appeared to be "an apparent violation, exceedance of the permit" for specific conductance pursuant to the 1500 micromhons per centimeter limit in the EPA's version of the permit. However, the Variance, which is part of the Application, was granted "because there is no practicable means known or available for the adequate control of the pollution involved," i.e., specific conductance. The Department applies the limit of 2500 micromhos per centimeter set forth in the Variance for specific conductance, which is a reasonable interpretation of the permit documents. When the permit documents, including the Variance are read in this light, IP is in compliance with this limit. IP is in compliance with the Consent Order, NPDES permit, and Variance. In making this finding, the undersigned is mindful of Lane's arguments and facts presented. The issue here is not black or white; violation or no violation. As noted by Mr. Evans: This permit is recognized since '89 is [sic] not meeting water quality standards. It has all these documents because it doesn't. And they're still working under those. And the Department agrees with Ms. Lane that they are not meeting water quality standards in the creek. And we're working under these documents to make improvements. And so is Champion and so is IP. But they are not, in our opinion, violating the conditions of the permit. There [sic] are complying with studying it, meeting the interim limits that are set forth in the permit. And that is what the Statutes require when a facility can not meet all the standards of a permit. The Department, while considering the renewal application, has not approved it yet because they have not received reasonable assurances that new permit conditions can be met. Champion, and now IP, are facing the continuing challenge of satisfying, among other requirements, water quality standards, which takes time, money, and know-how. The Department rightly believes that IP can best meet this challenge. The Department's review of the monthly monitoring reports submitted by the mill since Champion was purchased reveals the facility has complied with permit conditions. The most recent monthly report was submitted May 23, 2001, and includes data through April 2001. During inspections at the facility since June 2000, the Department found no violations of permit conditions. The mill, under IP's operation, has not exceeded the fecal coliform conditions of its permit. The mill has no significant contribution to fecal coliform in the creek because it treats its own domestic sewage and meets the fecal coliform limit at the compliance point. Runoff along the creek from agricultural and domestic sources could contribute to fecal and total coliform in the creek. The Department enforces the "more stringent" pH condition in the 1989 TOP and Variance which is controlling over the less stringent standard in the 1983 NPDES permit. The pH limit in the NPDES permit is 6.0-9.0. The Department reasonably interprets the freshwater stream pH rule to mean enforcement is not required if the permittee meets the range in the rule (6.0-8.5), more stringent than the 9.0 limit in the NPDES permit. The facility's pH data satisfies this range. If the Department were to enforce a limit of 6.5, instead of 8.5, IP has the ability to meet the lower limit by installing one of several available technologies to control the pH levels. IP's current proposal includes one of these technologies. The biological integrity provision in the Consent Order requires studies on biological components of the creek and pH impacts this condition. Permit Conditions Affecting the Creek and Bay The permit does not require the facility to meet all the minimum surface water quality standards of Chapter 62-302, Florida Administrative Code, in the creek and bay. That is because of the relief mechanisms in the Consent Order, TOP, NPDES permit, and Variance. The Consent Order provides a time frame for the facility to come into compliance with water quality standards in the creek and bay. In terms of the Consent Order, the Department considers IP to be at the paragraph 14.A. step of the compliance schedule since the Department has not yet "resolved or agreed on the final corrective action required under this [C]onsent [O]rder." The Department considers the facility to be in compliance with permit conditions because it is "working under a complying [sic] schedule and an order or a temporary operating permit." See Finding of Fact 49. As long as IP is meeting the "interim limits that are set forth in the permit," it is not violating conditions of the permit. The Department is aware of water quality exceedances from the standards in the creek and bay caused by the mill. This data was reported in the "fifth year surveys." This information serves as a basis for making improvements and finding "a new solution for the effluent as required by the consent order." See Finding of Fact 49. Proposal for Joint Project with ECUA IP and the ECUA are working with the Department on a plan than would result in the discharge of IP's treated effluent to wetlands, thereby removing the effluent from the creek. IP's financial capability, size, and technical human resources make this plan feasible. IP will propose a plan to satisfy the Consent Order which consists of three parts: upgrading IP's industrial wastewater treatment facility; allowing ECUA to locate an advanced domestic wastewater treatment plant on its land; and disposing the treated effluent from both facilities to wetlands on IP's land through a pipeline. The proposed plan to discharge the facility's treated effluent to wetlands is a suitable solution that will allow the mill to meet minimum water quality standards. Lane has no objection to the plan to discharge to wetlands. It will resolve all her water quality issues. She believes the plan, similar to a prior plan, is "feasible." Standing and Improper Purpose Lane admits the Department is not making any changes to existing permit conditions before transferring it to IP. Lane agrees that changing the name on the permit from Champion to IP has no adverse affect on her. Lane brought this proceeding because she is dissatisfied with the manner in which the Department is enforcing conditions in the facility's permit. According to Lane, "They haven't done their duty." Her main complaints are with the Department's failure to enforce the permit conditions and the lack of a permit that makes the permit holder comply with Florida law. Lane feels that Champion violated permit conditions in the past, and IP is currently violating permit conditions and, as a result, the permit should not be transferred because a decision to transfer is an implicit finding of compliance. In this light, Lane argues that past performance can be an indication of future ability or lack thereof. Lane acknowledges that in order to add conditions to the existing permit, the Department must provide notice to the mill and give it a chance to meet the proposed conditions. She further admits the Department has not provided such notice. Lane proved that the environmental situation attending Champion's, and now IP's, operation of the mill and the wastewater facility has been and is less than optimum and in need of positive changes. The Department agrees and so does IP. Lane's personal observations of the condition of the creek and bay are documented. However, Lane did not prove that she will suffer an "injury in fact" if the permit and related documents are transferred to IP. Lane is not otherwise substantially affected by the Department's decision to approve the transfer. Lane's evidence did not rebut IP and the Department's proof that IP has the ability to comply with the permit conditions. The preponderance of the evidence shows that the environment in and around the mill and the facility has a better opportunity for improvement if IP takes control of the mill and facility. On the other hand, based on this record, Lane did not bring this case for an improper purpose.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is recommended that a final order be rendered as follows: Lane lacks standing to challenge the transfer of industrial wastewater permit number FL0002526-002-IWF/MT to IP because Lane did not prove that her substantial interests were being determined by the Department's transfer of the permit from Champion to IP; IP provided reasonable assurances it has the ability to comply with the conditions of industrial wastewater permit number FL0002526-002-IWF/MT; IP has complied with the conditions of industrial wastewater permit number FL0002526-002-IWF/MT, as the Department construes those conditions, since assuming control of the mill on January 1, 2001; and Lane did not participate in this administrative proceeding for an improper purpose. DONE AND ENTERED this 24th day of August, 2001, in Tallahassee, Leon County, Florida. CHARLES A. STAMPELOS 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 24th day of August, 2001. COPIES FURNISHED: Jacqueline M. Lane 10738 Lillian Highway Pensacola, Florida 32506 Terry Cole, Esquire Patricia A. Renovitch, Esquire Oertel, Hoffman, Fernandez & Cole, P.A. Post Office Box 1110 301 S. Bronough Street, Fifth Floor Tallahassee, Florida 32302-1110 Craig D. Varn, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Kathy C. Carter, Agency Clerk Office of General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 35 Tallahassee, Florida 32399-3000 Teri L. Donaldson, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 35 Tallahassee, Florida 32399-3000 David B. Struhs, Secretary Department of Environmental Protection 3900 Commonwealth Boulevard The Douglas Building Tallahassee, Florida 32399-3000
The Issue Whether Respondent illegally and without permit removed a drain field and now has an unapproved septic system on a structure intended for human occupancy, and if so, what is the appropriate correction and fine.
Findings Of Fact On June 17, 2009, Department of Health employee Stephanie Daughtery was driving down Lake Erie Road in Groveland, Florida, past Respondent’s residence located at 6345 Lake Erie Road, when she noticed the sand mound that had held the septic system drain field for Respondent’s home was no longer there. Ms. Daughtery was familiar with the mound that had been located on Respondent’s land because, in her capacity as Petitioner’s employee, she had previously conducted a stabilization check on the mound. A sand mound for Respondent’s drain field was required under applicable law and regulations because, during the rainy season, the water table in the area of Respondent’s home was ten inches “below grade,” which means that the water level was just ten inches below ground level during the rainy season. Therefore, a sand mound was necessary for proper filtration of the raw sewage (effluent) entering the septic system. A septic system without a proper drain field will allow effluent to escape and constitute a public health risk. Upon returning to her office at the Lake County Health Department that same afternoon, Ms. Daughtery told her supervisor, Elias Christ, of her observation. One of Respondent’s neighbors had already reported the situation involving the removal of Respondent’s drain field to Mr. Christ. The next day, one of Petitioner’s inspectors, Daniel McColley, went out to Respondent’s property and met with Respondent. Respondent told the inspector that the mound which had been removed was just a pile of dirt. Contrary to Respondent’s assertion, the mound that was removed had been part of the drain field for Respondent’s septic system. Respondent was responsible for the removal of the mound and drain field. On June 22, 2009, Petitioner sent, by certified mail to Respondent, an Official Notice to Abate a Sanitary Nuisance, which advised: On 06/18/2009 an onsite investigation disclosed that an approved drain field had been removed and either not replaced or replaced without a permit, which violates Chapter 386.041(1)(a)(b)(e)(f) of Florida Statutes. You are hereby directed to contact this Department within 24 hours of this notice to discuss corrective action. A repair permit must be applied for and a system installed with Department approval. Approximately a week to ten business days later, after Respondent had failed to apply for a permit, Petitioner again sent an inspector to inspect Respondent’s septic system and found it to be still in nuisance condition, with no drain field. In addition to being in an area with water just ten inches below grade during rainy season, Respondent’s property is adjacent to a lake. Since the sand mound was removed, there is no proper drain field and Respondent’s septic system is a sanitary nuisance. As explained by Mr. Christ at the administrative hearing, Respondent’s septic system without a drain field is a threat to public health: Because we have untreated sewage that we have no idea where its going to. He has - - he also has a lake behind his property, so we don’t know if he’s somehow plumbed it into dumping into the lake or if it’s just dumping out on the ground. Respondent told one or more of Petitioner’s employees that he had connected his septic system to an old septic tank in an adjacent house on the property. He did not, however, obtain a permit to do so, and the old system was inadequate, without renovation, to handle the additional effluent. In addition, although Respondent further claimed that a septic contractor had pumped out his old system, Respondent would not give the name of the alleged contractor. On July 6, 2009, Petitioner sent, by certified and regular mail, a “Notice of Intended Action” to Respondent which advised: You have not yet come to apply for a permit to replace this system you removed. Failure to do so will result in legal action and possible revocation of your CO and further Lake County Code Enforcement Action. Please contact this office within 24 hours of receipt of this notice to discuss a corrective action plan at (352) 253-6130 or FAX (352) 253-6133. If this sanitary nuisance is not abated and a proper septic tank repair permit applied for and work is completed in a satisfactory manor, inspected by this department, you may be subject to fines up to $500.00 per day authorized therein accordance with the authority outlined in Section 381.0065(5) Florida Statutes(F.S.). If you have further questions please call Elias Christ or Russ Melling at 352-253-6130. Respondent came into the Lake County Health Department on July 22, 2009, and was given an application and a checklist for permitting the repair of his septic system. During that visit, Respondent told Mr. Christ that the cows had destroyed the mound. He also told Mr. Christ that he had been trying to sell his house and that the mound had been an eye-sore that was interfering with the sale. Later, in a telephone conversation with Mr. Christ, Respondent advised that he really did not have the money to replace the drain field, but he would be happy to have it replaced if the county would pay for it. By September 25, 2009, Respondent still had not applied for a permit or repaired his septic system. On September 25, 2009, Petitioner issued a Citation for Violation Onsite Sewage Program/Sanitary Nuisance to Respondent (Citation). Part 1 of the Citation alleges that Respondent is in violation of Section 386.041(a), (e), and (f), Florida Statutes, and Florida Administrative Code Rules 64E- 6.001(2) and 64E-6003(1), on the grounds that Respondent “[h]as illegally and without any permits removed his drain field and now [has] an unapproved system on a structure intended for human occupancy.” The Citation further provides: The person named in this citation is hereby ordered to correct the violation(s) listed in Part 1 within 10 days [from] the service of this citation. The person identified in this citation is hereby directed to pay a fine in the amount of $500 plus $100 per [day] additionally from receipt of this citation until the drain field is repaired legally for the violations listed in Part 1. Payment must be made to the LAKE County Health Department within 21 days of the receipt of this citation, or you may choose the option listed on Part 9. Part 9 of the Citation provides for a request for an administrative hearing and warned Respondent that if he requested a hearing and then failed to appear to contest the citation, he would waive the right to contest the citation. By his signature dated October 1, 2009, in Part 9 of the Citation, Respondent requested an administrative hearing. This administrative hearing followed. Respondent failed to attend or present any evidence at the final hearing. Prior to the hearing, Respondent indicated to Petitioner’s counsel that he was not financially able to put the drain field back the way it was and that he did not see the point in appearing at the administrative hearing. On the other hand, the evidence presented by Petitioner at the administrative hearing, as outlined in the findings above, clearly and convincingly demonstrated that Respondent removed a mound and drain field required by applicable law and regulations for his septic system, and that Respondent’s septic system has not been repaired as required to comply with the law.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Health enter a Final Order finding that Respondent illegally and without permit removed a drain field and now has an unapproved septic system on a structure intended for human occupancy, and ordering Respondent to pay a fine in the amount of $500.00 for deposit into the county health department trust fund, obtain a septic system repair permit, and effect repairs on his septic system to correct the violations of Section 386.041(a)(e)(f), Florida Statutes, and Florida Administrative Code Rules 64E-6.001(2) and 64E-6.003(1), within forty-five (45) days from the Final Order. DONE AND ENTERED this 2nd day of April, 2010, in Tallahassee, Leon County, Florida. S JAMES H. PETERSON, III Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 2nd day of April, 2010.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the application of Kenneth W. Barron for a septic tank be DENIED; however, applicant should be given thirty days from date of the final order in which to raise the tank to a height consistent with the construction permit. DONE and RECOMMENDED this 29th day of April, 1983, in Tallahassee, Florida. DONALD R. ALEXANDER 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 29th day of April, 1983.
The Issue At issue in DOAH Case No. 04-4333 is whether Respondent committed the two violations of Florida Administrative Code Rule 64E-6.022 alleged in the citation issued on September 29, 2004, and, if so, whether the imposition of a $1,000.00 fine was properly imposed. At issue in DOAH Case No. 05-0695 is whether Respondent committed the three violations alleged in the Amended Administrative Complaint issued on February 21, 2005, and, if so, whether his septic tank contractor registration should be revoked or some lesser penalty imposed.
Findings Of Fact The Department is the state agency charged with enforcing the statutory provisions pertaining to the practice of septic tank contracting in Florida pursuant to Chapter 489, Part III, and Section 381.0065, Florida Statutes (2004). At all times relevant to this proceeding, Respondent Matt Beebe, was a registered septic tank contractor, having been issued registration number SR0971283, and was the qualifying contractor for his business, Southern Sanitation, Inc. ("Southern Sanitation"), having been issued registration number SA0970864. On June 7, 2001, Mr. Beebe was cited for installing a septic system without a permit, in violation of Florida Administrative Code Rule 64E-6.022, and paid a fine of $500.00 without contest. At all times relevant to this proceeding, Mr. Beebe also operated a septage disposal service business under the Southern Sanitation name, having been issued operating permit number 11-QN-0054. Improper Septage Disposal and Sanitary Nuisance On September 29, 2004, Kenneth Rech, the Department's environmental health and engineering director for Collier County, received a telephone complaint that a Southern Sanitation septage hauling truck had been seen emptying its contents onto a vacant lot at 295 Brandy Lane in Naples. Mr. Rech and his assistant, James Miller, drove out to the location to investigate the complaint. When he arrived at the location, Mr. Rech first spoke to the complainant, who lived across the street from the vacant lot. The complainant estimated that the Southern Sanitation truck left the lot about 20 minutes before Mr. Rech arrived. Mr. Rech and Mr. Miller investigated the site. Mr. Rech described the area containing the dumped contents of the truck as a low-lying wetland. The property was about ten acres in size. The owner kept horses on the lot. Mr. Rech testified that there was a strong smell of septage, though the dumped contents were light gray in color. Raw septage is generally black. Based on the smell, Mr. Rech concluded that the dumped contents included septage mixed with some other material. Mr. Rech telephoned Erin Kurbec to meet him at the dump site. Ms. Kurbec is a Department employee responsible for oversight of septage hauling and disposal businesses. Ms. Kurbec in turn phoned Mr. Beebe and asked him to come to the site. Mr. Rech testified that Mr. Beebe was "very agitated" when he arrived at the dump site, calling Ms. Kurbec a "liar," and protesting that the Department did not have the right to ask for his company's hauling logs. Because of Mr. Beebe's aggressive behavior, Mr. Rech phoned to request a Sheriff's deputy to come to the site. Mr. Beebe conceded that he was somewhat agitated because Ms. Kubec asked him to come to the site, but would not tell him why she wanted to see his truck. She would only say that it was a "spot check," which Mr. Beebe did not believe. By the time the Sheriff's deputy arrived, the situation had calmed down. Mr. Beebe told Mr. Rech that he had dumped approximately 3,000 gallons of "drillers' mud" on the site. Drillers' mud, or bentonite clay, is a colloidal clay sold under various trade names that forms a slick slurry, or gel, when water is added. The appearance of the material dumped at the site was consistent with that of drillers' mud. Mr. Beebe testified that the owner of the vacant lot asked him to dump the drillers' mud to fill in a low-lying, hard to reach area of the property. The liquid-like consistency of the drillers' mud made it ideal for filling this difficult portion of the property. Mr. Beebe's testimony as to having permission to dump materials on the property is credited. Mr. Rech took two samples of the dumped material from a pooled area about six inches deep. He used sterile sample equipment and containers. Because Mr. Beebe had alerted him to the possibility that there could be horse manure under the dumped material, Mr. Rech was careful to scoop the contents from the top of the dumped material. Mr. Rech provided one of the samples to Mr. Beebe to allow Mr. Beebe to have a laboratory of his choice analyze the material. Mr. Rech sent the other sample to the Department's Tampa laboratory, which found the sample to contain a fecal coliform count of 4,800 colonies per gram. The laboratory's report was stamped with the disclosure stating, "Sample does not meet the following NELAC requirements: 1) exceeds 6 hr. hold time; 2) this matrix is not certified under NELAC." NELAC is the National Environmental Laboratory Accreditation Conference, a voluntary association of state and federal agencies, the purpose of which is to establish and promote mutually acceptable performance standards for the operation of environmental laboratories. NELAC certifies environmental laboratories such as the Department's Tampa facility, which was not certified for solid matrices such as the sample provided by Mr. Rech. Dr. Philip Amuso is the director of the Department's Tampa laboratory. Dr. Amuso testified as to the testing procedures and the disclosure statement included on the laboratory report. He concluded that neither of the disclosures affected the validity of the fecal coliform count found in the sample. Dr. Amuso testified that the applicable testing standard calls for a sample to be analyzed for fecal coliform within six hours of the sample collection time. The sample in question was not tested within six hours. However, Dr. Amuso testified that the longer a sample is held, the lower the fecal coliform count will be, because the fecal coliform colonies tend to die off over time. Thus, Dr. Amuso testified that the fecal coliform count in the sample was likely understated, due to the failure to analyze the sample within six hours. Dr. Amuso testified that his laboratory chose to classify the sample as solid. The Tampa laboratory was required to note on its report that it is not NELAC-certified for solid matrices. However, Dr. Amuso testified that the classification of the sample had no impact on the analysis performed or the validity of the result. He explained that the laboratory could have classified the sample as a non-potable liquid, a matrix for which the Tampa laboratory is NELAC-certified, and the same analysis would have been performed and would have yielded the same result. Mr. Beebe forwarded his sample of the dumped material to Sanders Laboratories, Inc. ("Sanders"), a private environmental testing service. The Sanders laboratory classified the sample as a non-potable liquid and performed its analysis within six hours of the sample's collection. The Sanders laboratory report dated September 30, 2004, found the fecal coliform count to be 1,600,000 colonies per 100 milliliters. Placed in comparable terms to the Tampa laboratory's report, this sample showed a fecal coliform count of 16,000 colonies per gram, or about three times higher than the Tampa laboratory's sample. Dr. Amuso attributed this higher reading to the fact that Sanders ran its test within six hours of collection. Dr. Amuso testified that the fecal coliform count of 4,800 colonies per gram found in the Tampa laboratory's sample constituted "pretty significant" contamination. Mr. Rech testified that a count of 4,800 colonies per gram is about one-half of the count found in raw, untreated septage from a septic tank, and that such a count is "bad" in terms of public health significance. Mr. Rech testified that the fecal coliform count in the Sanders sample was "in the range" for raw untreated septage. Mr. Rech stated that the laboratory analyses led to the conclusion that there was a substantial amount of untreated septage mixed with the drillers' mud in the dumped materials. He concluded there was more septage than could reasonably be attributed to residue from a previous dump of septage in Mr. Beebe's truck. He added that it would be impossible to clean the tank of a septage disposal truck sufficiently to prevent fecal contamination of a subsequent non-septage load. Mr. Beebe conceded that Mr. Rech told him that he should not use a septage hauling truck for any other kind of load, especially where that load would be dumped on the ground. Before leaving the dump site on September 29, 2004, Mr. Rech and Ms. Kurbec handed Mr. Beebe the citation for failure to properly treat or dispose of septage and the creation or maintenance of a sanitary nuisance. The citation directed Mr. Beebe to pay a fine of $500.00 for each of the two violations. Mr. Rech testified that he and Ms. Kurbec were able to conclude from their on-site observations that Mr. Beebe had improperly disposed of septage and had created a sanitary nuisance. Mr. Rech stated that the subsequent laboratory analysis served to confirm those conclusions. Mr. Rech testified that untreated septage consists of human waste containing high levels of fecal coliform and viruses, bacteria, and parasites that cause a wide range of gastrointestinal and neurological conditions in humans. Mr. Rech stated that untreated septage dumped anywhere other than at a properly regulated disposal site constitutes a public health nuisance. He noted that the materials were dumped by Mr. Beebe within roughly 100 feet of residential drinking water wells. Mr. Beebe admitted that he dumped the contents of his disposal truck on the vacant lot, though he denied that it contained septage. He theorized that the high fecal coliform counts in the laboratory analyses were caused by animal manure beneath the drillers' mud that he dumped on the property. Dr. Amuso conceded that no testing had been performed to establish the ambient level of coliform on the property, and further conceded that the laboratory tests do not distinguish human from animal feces in measuring the coliform count. However, as noted above, Mr. Rech knew that there were animals on the property and carefully took his sample from the top of the dumped material. Mr. Rech testified that the strong smell of septage, and the high coliform count found by the subsequent laboratory analyses left no doubt that untreated human waste had been dumped on the property by Mr. Beebe. The Department established, by clear and convincing evidence, that Mr. Beebe dumped a mixture of drillers' mud and untreated septage on the lot at 295 Brandy Lane in Naples. Holding Tank On or before January 6, 2005, Mr. Beebe placed a 900-gallon domestic wastewater holding tank into a pre-dug hole at the newly built residence of Edward Ehlen at 616 Crescent Street on Marco Island. Mr. Beebe did not dig the hole, nor did he connect the holding tank to Mr. Ehlen's house. Mr. Ehlen testified that he contracted with the City of Marco Island in July 2004 to connect his new residence, an $800,000 house, to the city sewer system. The connection was to be completed no later than November 2004, when Mr. Ehlen and his family expected to take occupancy of the house. The city did not complete the connection and, therefore, allowed Mr. Ehlen to install a holding tank to be used until the sewer connection was completed. After the holding tank was installed, the city inspected the tank and gave Mr. Ehlen a temporary certificate of occupancy. On January 6, 2005, after Mr. Ehlen and his family had moved into their house, the Department discovered that the Ehlen home was using a holding tank to collect its wastewater. On January 7, 2005, the Department issued to Mr. Ehlen an "Official Notice to Correct and Abate a Sanitary Nuisance," finding that Mr. Ehlen was in violation of "Florida Statutes Chapters 381 and 386" because "plumbing discharge from your home is connected to a sewage holding tank which has not been permitted or inspected by this department." The Notice also provided, in relevant part: You are hereby directed to correct this condition by complying with all the conditions listed below. Apply for a "temporary" Holding Tank permit by close of business on Monday, January 10, 2005. [This permit will be valid for a maximum of 120 days, Permit fee is $185.00] Apply for an abandonment permit for the temporary holding tank by close of business Monday, January 10, 2005. [This permit will be valid for a maximum of 120 days. Complete tank removal will be required within 10 days of hook up to public sewer. Permit fee is $40.00] Have a licensed septic contractor excavate the holding tank for inspection of all connections and seals by this department by Wednesday, January 12, 2005. Sign and maintain a pump-out agreement with a licensed septage hauler until the temporary holding tank is properly abandoned and inspected by this department. Provide a copy of this agreement to the department by Wednesday, January 12, 2005. [Minimum required pump-out frequency to be every other day]. Complete hookup to Marco Island Utilities sewer system within 120 days of receipt of this notice. Failure to comply may result in administrative and/or civil enforcement action, including administrative fines of up to $500 per day per violation of law. On January 12, 2005, the Department issued a 120-day temporary permit to Mr. Ehlen for his holding tank. Also on January 12, 2005, Mr. Ehlen signed a contract with Southern Sanitation pursuant to which Mr. Beebe's company agreed to pump out the holding tank three times per week. Mr. Beebe conceded that he did not obtain a permit from the Health Department before he placed the holding tank in the hole on Mr. Ehlen's property. Mr. Beebe relied on Mr. Ehlen's statement that the City of Marco Island had approved the installation of the holding tank. Florida Administrative Code Rule 64E-6.0101(7) provides that a construction permit must be obtained before the placement or installation of any holding tank. The Department established, by clear and convincing evidence, that Mr. Beebe placed a 900-gallon domestic wastewater holding tank into a pre-dug hole at the Ehlen's residence without obtaining a Department permit. Mr. Beebe's good faith belief that Mr. Ehlen had obtained approval for the placement of the tank is noted as a mitigating factor, but cannot operate as a defense for a registered septic tank contractor's admitted failure to confirm the status of any permit with the Department prior to commencing work on the project. Collection and Hauling Log Mr. Beebe's annual operating permit from the Department authorizes him to pump septage from septic tanks and holding tanks and haul it to an approved treatment site for disposal and treatment. Florida Administrative Code Rule 64E-6.010(7)(e) requires a septage hauler to maintain a collection and hauling log "at the treatment site or at the main business location" and to retain that log for a period of five years. The rule lists the following items for inclusion in the log: Date of septage or water collection; Address of collection; Indicate whether the point of collection is a residence or business and if a business, the type of business; Estimated volume, in gallons, of septage or water transported; Receipts for lime or other materials used for treatment; Location of the approved treatment facility; Date and time of discharge to the treatment facility; and Acknowledgement from treatment facility of receipt of septage or waste. On September 29, 2004, the date on which the Department investigated Mr. Beebe's dumping of drillers' mud and sewage on the lot at 295 Brandy Lane in Naples, the Department requested that Mr. Beebe provide his septage collection and hauling log. On September 30, 2004, Mr. Beebe faxed to the Department a single-page, typed document titled, "RE: Southern Sanitation, Inc. Truck Log for Trucks 1 and 2." The document stated that on September 29, 2004, "Truck #1" transported 3,000 gallons of "Well Drillers Mud" from Southern Well Drillers Services drilling site and disposed of it at 295 Brandy Lane. The document stated that "Truck #2" did not haul materials on September 29, 2004. Mr. Rech testified that this document did not satisfy the rule criteria for collection and hauling logs. He noted that this was not a log kept by the drivers of the trucks, but merely a statement from Mr. Beebe attesting to what the trucks had hauled on a single day. Mr. Rech also pointed out that the Department had inspected and authorized Mr. Beebe to haul septage in two trucks identified by their vehicle identification numbers, but that Mr. Beebe's single-page "log" provided no information specifically identifying the trucks in question. On February 3, 2005, the Department sent a letter to Mr. Beebe requesting that he produce, among other documentation, "your original collection and hauling logs for all domestic sewage and food establishment sludge and/or septage you collected and disposed of from January 1, 2004 through February 2, 2005." On February 11, 2005, Mr. Beebe responded to the Department's request, providing copies of "Septic Receiving Logs" maintained by the North County Water Reclamation Facility ("NCWRF"), the Collier County wastewater facility at which Mr. Beebe disposed of his loads. There were log pages for January through June 2004, and October through December 2004. The logs included the dates of disposal, the number of gallons and type of waste in the load (septic or grease), and the signature of the Southern Sanitation driver who dropped off the load. On March 8, 2005, Mr. Beebe submitted to the Department supplemental information covering January 2005. It includes a typed "Pump Job List" for January 2005, prepared on March 3, 2005. The list contains dates, addresses, and approximate gallons collected, including eight entries for pumping out Mr. Ehlen's holding tank. Individual trucks were not identified on this list. The supplemental information also included an NCWRF Septic Receiving Log for January 2005. Mr. Beebe testified that the Department had never asked him for an accounting during the eight years he has operated his business and that the Department did so in this case only after he contested the allegations in the Brandy Lane dumping case. Mr. Beebe appeared to believe that the Department was acting punitively in requesting documents that Mr. Beebe, as the owner of a permitted septage disposal business, was required to keep. Mr. Beebe did not contest the apparent fact that he did not keep collection and hauling logs for his trucks in the normal course of business. Such documentation as he provided was insufficiently detailed to meet the requirements of Florida Administrative Code Rule 64E-6.010(7)(e), and in some instances was cobbled together well after the fact in order to provide the Department with some documentation of Southern Sanitation's activities. Mr. Rech testified that the Department requires accurate logs of collections and disposals to allow it to monitor compliance and investigate complaints. An accurate, detailed, and contemporaneously-created log would have allowed the Department to discover what Mr. Beebe's truck had collected and dumped prior to the Brandy Lane dumping incident and would have allowed the Department to reconcile the amounts of septage collected by Mr. Beebe from January 2004 through February 2005, with the amounts of septage Mr. Beebe properly disposed of during the same period. The Department established, by clear and convincing evidence, that Mr. Beebe did not maintain a septage collection and hauling log as required by Florida Administrative Code Rule 64E-6.010(7)(e). Improper disposal of septage The terms of Mr. Beebe's septage disposal service permit required him to dispose of his collected septage at the NCWRF. Dale Waller, the plant manager of the NCWRF, testified as to the procedures followed by sewage haulers at the facility. Mr. Waller testified that the facility has a computer capable of generating reports as to the quantity of disposals made by haulers, but that the computer system often does not operate correctly. Therefore, the facility's chief means of monitoring disposals is the "Septic Receiving Logs" discussed above. The Septic Receiving Log requires the hauler to record the date of disposal, whether the disposal consisted of septage or grease, the amount of disposed material in gallons, and the driver's signature and printed name. The number of gallons disposed is shown on a calibrated gauge when the waste is pumped out of the truck. Mr. Waller testified that this gauge is accurate within five per cent of the actual amount pumped. The county sends invoices each month to the hauler, based on the number of gallons and the type of waste disposed of at the facility. The Septic Receiving Log is maintained in the foyer of the NCWRF building, with a monthly sheet for each hauling company that uses the facility. No NCWRF employee monitors the haulers as they make their log entries. Mr. Waller testified that it is essentially an honor system for the haulers. Due to computer problems, the NCWRF had no computer records of disposals for the month of January 2005. The Septic Receiving Log for Southern Sanitation for that month showed six entries totaling 11,908 gallons of septage and grease, plus two early January 2005 entries of 3,450 gallons that were placed on the December 2004 log, for a total of 15,358 gallons. Mr. Waller testified that in March 2005, Mr. Beebe submitted a revised Septic Receiving Log for Southern Sanitation for the month of January 2005. Mr. Beebe also provided this revised log to the Department as part of his March 8, 2005, supplemental information for the month of January 2005. This revised log listed three additional disposals of septage in the month of January 2005: 2,550 gallons on January 17; 2,000 gallons on January 24; and 1,700 gallons on January 28. These additional 6,250 gallons brought the reported total disposals of septage and grease for January 2005 to 21,608 gallons. The NCWRF declined to accept the revised Septic Receiving Log as an official record of Southern Sanitation's disposals at the facility for the month of January 2005, because the NCWRF could not verify the additional disposals. Mr. Beebe was billed only for those disposals documented on the original Septic Receiving Log kept at the facility. As part of the March 8, 2005, submission of supplemental information, Mr. Beebe provided to the Department a "pump job list" for January 1 through 28, 2005. This list indicated that Southern Sanitation collected between 21,000 and 22,600 gallons of wastewater during the period specified, a number that roughly corresponds to the total number of gallons reported by Mr. Beebe in his revised Septic Receiving Log for the month of January 2005. At the hearing, the Department contended that because Mr. Beebe reported collecting between 21,000 and 22,600 gallons of waste, but could only verify the proper disposal of 15,358 gallons of waste, Mr. Beebe must have improperly disposed of at least 5,600 gallons and as much as 7,200 gallons of waste. In a similar fashion, the Department examined the amounts that Mr. Beebe reported pumping from Mr. Ehlen's holding tank, compared those amounts to the Ehlen household's water usage for the month of January 2005, and concluded that Mr. Beebe further underreported the amount of waste collected that month and, therefore, must have improperly disposed of even more than 5,600 to 7,200 gallons of waste. Mr. Beebe was forthright regarding the issues in these cases, even when his testimony was against his own interests. In light of his overall credibility, Mr. Beebe's denial that he made any improper disposals of waste is credited. No evidence was presented to show that Mr. Beebe actually made these improper disposals. The Department's contention was a surmise derived from discrepancies in Mr. Beebe's reports of collections and disposals. Based on all the evidence, the undersigned finds that the discrepancies in the reports were more likely due to Mr. Beebe's poor record-keeping and his after-the-fact efforts to create records complying with Florida Administrative Code Rule 64E-6.010(7)(e), rather than any illegal dumping of waste. The Department failed to establish by clear and convincing evidence that Mr. Beebe improperly disposed of septage during the month of January 2005.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that Petitioner, the Department of Health, enter a final order imposing a $1000.00 fine for the violations described above, relating to DOAH Case No. 04-4333, and imposing a fine of $1,500.00 and a 90-day suspension of Respondent's septage disposal operating permit for the violations described above, relating to DOAH Case No. 05-0695. DONE AND ENTERED this 7th day of July, 2005, in Tallahassee, Leon County, Florida. S LAWRENCE P. STEVENSON 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 7th day of July, 2005. COPIES FURNISHED: Michael F. Kayusa, Esquire Post Office Box 6096 Fort Myers, Florida 33911 Susan Mastin Scott, Esquire Department of Health 2295 Victoria Avenue, Room 206 Fort Myers, Florida 33901 R.S. Power, Agency Clerk Department of Health 4052 Bald Cypress Way, Bin A02 Tallahassee, Florida 32399-1701 Timothy M. Cerio, General Counsel Department of Health 4052 Bald Cypress Way, Bin A02 Tallahassee, Florida 32399-1701
