Florida Regulations 62-6.0181: System Repair and Cesspit and Undocumented System Replacement
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(1) Where a property is determined to have a cesspit or an undocumented system, the cesspit or undocumented system shall be required to be replaced with an onsite sewage treatment and disposal system complying with Fl. Admin. Code R. 62-6.018
(2) In areas that are scheduled to be served by a central sewer by December 31, 2015, where there is documentation from the sewer utility that the property is scheduled to be served by December 31, 2015, and there is documentation from the sewer utility or from the county tax collector’s office that the property owner has paid or has signed an agreement to pay for connection to the central sewer system, an onsite sewage treatment and disposal system requiring repair shall be repaired to the standards in subsection 62-6.0181(3), F.A.C.
(3) Systems shall be repaired to the following standards provided no system shall be repaired to meet a lower standard of treatment than the treatment standard permitted or required to be met prior to the repair.
(a) A Class I aerobic treatment unit which meets the location, construction, maintenance and operational requirements of subparagraph 62-6.0181(3)(a)1. or 2., F.A.C., and the certification, construction, operational and maintenance requirements of Fl. Admin. Code R. 62-6.012
1. Where a Class I aerobic treatment unit is utilized, and where final effluent disposal is into a sand lined drainfield system, the following general requirements shall apply:
a. For a sand-lined drainfield, a minimum 12” inch thick layer of quartz sand shall be placed beneath the bottom of the drainfield absorption surface and a minimum 12” inch wide and minimum 24” inch thick layer of quartz sand shall be placed contiguous to the drainfield sidewall absorption surfaces in order to provide an additional level of effluent treatment prior to effluent passing into the surrounding natural limestone rock. Sand material shall have either an effective grain size in the range of 0.25 millimeter to 1.00 millimeter and shall have a uniformity coefficient of less than 3.5, or the material shall be of such size whereby at least 90 percent of the sand particles pass a U.S. Standard Number 18 sieve and less than 10 percent pass a number 60 sieve. These materials are in the USDA soil texture classes known as medium sand and coarse sand. The Department shall require the installer of a sand-lined drainfield system to provide certification from the installer’s sand supplier that the sand supplied for such type of installation meets the requirements of this subsection.
b. No part of the system shall be within 25′ feet of the mean high water line of tidal surface water bodies or within 25′ feet of the ordinary high water line of lakes, ponds or other non-tidal surface waters or salt marsh and Buttonwood Association habitat areas where the dominant vegetation species are those typical of salt marsh communities.
c. The bottom surface of the sand layer shall be at least 12” inches above mean high water.
d. The maximum sewage loading rate to an aerobic treatment unit absorption bed drainfield with underlying sand liner shall be 1.1 gallons per square foot per day.
e. Appropriate shallow root vegetative cover shall be established over drainfield systems to maximize the beneficial effects of evapotranspiration.
2. Provided a Class I aerobic treatment unit is utilized and provided effluent from the treatment unit, prior to discharge into an injection well, is passed through a mineral aggregate filter unit as described in subFl. Admin. Code R. 62-6.0181(3)(a)2., or where effluent is passed through a filter unit of another design which has been determined by the Department to be at least equal to the mineral aggregate filter unit with regard to sewage treatment capability, an injection well shall be approved in compliance with the following:
a. An injection well shall not be permitted or installed under the provisions of this part in any area designated by the United States Environmental Protection Agency or the Florida Department of Environmental Protection as having a single or sole source aquifer. Single source aquifer is defined in subsection 62-520.200(14), F.A.C.
b. In areas where injection wells are approved for use, the Monroe County Health Department shall be the permitting agent for the aerobic treatment unit, the filter unit and the injection well, where the estimated daily domestic sewage flow will not exceed 2,000 gallons per day. For establishments having a total daily sewage flow greater than 2,000 gallons per day but not greater than 10,000 gallons per day, the Monroe County Health Department shall be the permitting authority for the aerobic treatment unit and the filter unit and DEP is the permitting agent for the injection well and any additional associated effluent treatment device. The effluent from the treatment unit permitted by the Monroe County Health Department shall not exceed 20 mg/l CBOD5 or 20 mg/l suspended solids on a permitted annual average basis and shall have disinfection in accordance with sub-subFl. Admin. Code R. 62-6.0181(3)(a)2.h., prior to discharge into any injection well.
c. The interior of the aerobic treatment unit, the top surface of the mineral aggregate filter soil cover, and the ground surface within a distance of at least 10 feet in all directions around the injection well, filter unit and aerobic treatment unit shall not be subject to surface or ground water flooding. In addition, the invert of the effluent inlet pipe to the injection well shall be a minimum 18 inches above the estimated seasonal high water level.
d. If there is adequate vertical and horizontal clearance to allow for proper maintenance, repair or replacement of the aerobic treatment unit, filter unit and injection well, such components of the onsite sewage treatment and disposal system shall be allowed to be placed beneath an elevated building.
e. If a mineral aggregate filter as referred to in subFl. Admin. Code R. 62-6.0181(3)(a)2., is utilized, effluent discharge from the aerobic unit shall be by gravity or pressure distribution to a perforated pipe distribution system as specified in Part I, Fl. Admin. Code R. 62-6.014 Such distribution system shall be placed within the walls of the mineral aggregate filter and shall be placed above a mineral aggregate filter layer which shall be at least 24 inches thick. Mineral aggregate filter material shall have either an effective size in the range of 2.36 millimeters to 4.75 millimeters and shall have a uniformity coefficient of less than 3.5 or the material shall be equivalent in size to Florida Department of Transportation aggregate classification number eight or nine. The system designer may specify additional layers of filter material above or below the required 24”-inch layer of filter material. The Monroe County Health Department shall require the installer of mineral aggregate filter systems to provide certification from the installer’s mineral aggregate supplier that the aggregate supplied meets requirements of this sub-paragraph. If the filter is not sealed with a lid meeting the requirements of Fl. Admin. Code R. 62-6.013(1)(e), the filter shall be capped with a layer of slightly limited soil no less than 6 nor more than 12 inches thick.
f. The maximum sewage loading rate to the mineral aggregate filter shall be 5.5 gallons per square foot per day based upon the top surface area of the filter layer. The maximum sewage loading rate to an approved filter unit other than a mineral aggregate filter as described in this section shall be evaluated by the Department based on unit design, size, filter media characteristics and expected functional life of the unit.
g. Effluent having passed through a mineral aggregate filter shall collect in an underdrain for gravity or mechanical discharge into an injection well. The underdrain shall consist of minimum 4 inch diameter perforated drainpipe which is encased within a minimum 8 inch depth of 1/2 to 2” inch diameter washed and durable aggregate. The walls and bottom of the filter unit shall be reinforced concrete or other material of adequate strength and durability to withstand hydrostatic and earth stresses to which the unit will be subjected. The walls and bottom of the unit shall be made waterproof so that the total volume of effluent passed through the mineral aggregate filter will be collected in the filter underdrain for discharge into the injection well.
h. Prior to discharge into an injection well, effluent from the filter unit shall be disinfected by chlorination or other disinfection method approved by the Department. A minimum disinfection level equivalent to a free chlorine residual of 0.5 milligram per liter measured at the point of effluent discharge after a minimum chlorine contact time of 15 minutes into the injection well, shall be maintained in the effluent at all times.
i. An injection well to receive an estimated daily domestic sewage flow not exceeding 2000 gallons per day shall meet minimum construction criteria of this sub-sub-subparagraphs (I), (II) and (III). The Monroe County Health Department shall not approve an injection well for use until the well driller has certified, in writing to the Monroe County Health Department, that the well has been installed in compliance with the provisions of this sub-paragraph. The inspection fee for the construction of an injection well shall be $125.00.
(I) An injection well as defined in subsection 62-6.017(3), F.A.C., shall be constructed, in part, utilizing a casing of polyvinyl chloride, commonly referred to as PVC. The minimum PVC casing weight and strength classification shall be schedule 40 and the minimum outside diameter of the casing shall be 4 inches. Other casing materials having strength and corrosion resistance properties equal to or greater than PVC schedule 40 pipe shall also be approved.
(II) An open hole having a minimum diameter of 6” inches shall extend to a depth of not less than 30 feet below the bottom of the casing.
(III) The annular space between the casing and the natural rock wall of the borehole shall be grouted the full length of the casing.
j. A minimum of one maintenance visit every four months shall be made to those systems using injection wells for effluent disposal. In addition to the standard aerobic treatment unit maintenance visit, the visit shall include an inspection of the chlorination and filter units. Documents and reports required in Fl. Admin. Code R. 62-6.012, shall also include the results of these inspections and shall include information on chlorine residuals to assess compliance with the disinfection requirements of this rule.
k. If an injection well is discontinued for effluent disposal use such injection well shall be properly abandoned and plugged by filling the injection well from bottom to top with cement grout.
(b) The following general requirements apply for the repair of a septic tank system:
1. The existing tanks shall meet the requirements of Fl. Admin. Code R. 62-6.015(6)(f), or, if the tanks need to be replaced as part of the repair, they shall be replaced with tanks meeting the requirements of Table II and Fl. Admin. Code R. 62-6.013
2. Effluent from the septic tank shall discharge to a drainfield over a sand liner meeting the standards in sub-subFl. Admin. Code R. 62-6.0181(3)(a)1.a.
3. No part of a septic tank and sand-lined drainfield system shall be located within 50 feet of the mean high water line of tidally influenced surface water bodies or within 50 feet of the mean annual flood line of permanent non-tidal surface water bodies.
4. The drainfield component of the system must be located a minimum distance of 50 feet from salt marsh and buttonwood association habitat areas where the dominant vegetation species are those typical of salt marsh communities.
5. The maximum sewage loading rate to the drainfield shall be 0.9 gallons per square foot per day.
(c) A performance-based treatment system designed and certified by a professional engineer, licensed in the state, as producing an effluent meeting at a minimum the treatment standards for a system designed in accordance with subsection 62-6.017(4), F.A.C., and permitted, constructed and monitored in accordance with Part IV.
Rulemaking Authority 381.0065(3)(a), 381.0065(4)(l) FS. Law Implemented Florida Statutes § 381.0065. History-New 3-3-98, Amended 3-22-00, 4-21-02, 5-24-04, 11-26-06, 7-16-13, Formerly 64E-6.0181.
(2) In areas that are scheduled to be served by a central sewer by December 31, 2015, where there is documentation from the sewer utility that the property is scheduled to be served by December 31, 2015, and there is documentation from the sewer utility or from the county tax collector’s office that the property owner has paid or has signed an agreement to pay for connection to the central sewer system, an onsite sewage treatment and disposal system requiring repair shall be repaired to the standards in subsection 62-6.0181(3), F.A.C.
(3) Systems shall be repaired to the following standards provided no system shall be repaired to meet a lower standard of treatment than the treatment standard permitted or required to be met prior to the repair.
(a) A Class I aerobic treatment unit which meets the location, construction, maintenance and operational requirements of subparagraph 62-6.0181(3)(a)1. or 2., F.A.C., and the certification, construction, operational and maintenance requirements of Fl. Admin. Code R. 62-6.012
1. Where a Class I aerobic treatment unit is utilized, and where final effluent disposal is into a sand lined drainfield system, the following general requirements shall apply:
a. For a sand-lined drainfield, a minimum 12” inch thick layer of quartz sand shall be placed beneath the bottom of the drainfield absorption surface and a minimum 12” inch wide and minimum 24” inch thick layer of quartz sand shall be placed contiguous to the drainfield sidewall absorption surfaces in order to provide an additional level of effluent treatment prior to effluent passing into the surrounding natural limestone rock. Sand material shall have either an effective grain size in the range of 0.25 millimeter to 1.00 millimeter and shall have a uniformity coefficient of less than 3.5, or the material shall be of such size whereby at least 90 percent of the sand particles pass a U.S. Standard Number 18 sieve and less than 10 percent pass a number 60 sieve. These materials are in the USDA soil texture classes known as medium sand and coarse sand. The Department shall require the installer of a sand-lined drainfield system to provide certification from the installer’s sand supplier that the sand supplied for such type of installation meets the requirements of this subsection.
b. No part of the system shall be within 25′ feet of the mean high water line of tidal surface water bodies or within 25′ feet of the ordinary high water line of lakes, ponds or other non-tidal surface waters or salt marsh and Buttonwood Association habitat areas where the dominant vegetation species are those typical of salt marsh communities.
c. The bottom surface of the sand layer shall be at least 12” inches above mean high water.
d. The maximum sewage loading rate to an aerobic treatment unit absorption bed drainfield with underlying sand liner shall be 1.1 gallons per square foot per day.
e. Appropriate shallow root vegetative cover shall be established over drainfield systems to maximize the beneficial effects of evapotranspiration.
2. Provided a Class I aerobic treatment unit is utilized and provided effluent from the treatment unit, prior to discharge into an injection well, is passed through a mineral aggregate filter unit as described in subFl. Admin. Code R. 62-6.0181(3)(a)2., or where effluent is passed through a filter unit of another design which has been determined by the Department to be at least equal to the mineral aggregate filter unit with regard to sewage treatment capability, an injection well shall be approved in compliance with the following:
a. An injection well shall not be permitted or installed under the provisions of this part in any area designated by the United States Environmental Protection Agency or the Florida Department of Environmental Protection as having a single or sole source aquifer. Single source aquifer is defined in subsection 62-520.200(14), F.A.C.
b. In areas where injection wells are approved for use, the Monroe County Health Department shall be the permitting agent for the aerobic treatment unit, the filter unit and the injection well, where the estimated daily domestic sewage flow will not exceed 2,000 gallons per day. For establishments having a total daily sewage flow greater than 2,000 gallons per day but not greater than 10,000 gallons per day, the Monroe County Health Department shall be the permitting authority for the aerobic treatment unit and the filter unit and DEP is the permitting agent for the injection well and any additional associated effluent treatment device. The effluent from the treatment unit permitted by the Monroe County Health Department shall not exceed 20 mg/l CBOD5 or 20 mg/l suspended solids on a permitted annual average basis and shall have disinfection in accordance with sub-subFl. Admin. Code R. 62-6.0181(3)(a)2.h., prior to discharge into any injection well.
c. The interior of the aerobic treatment unit, the top surface of the mineral aggregate filter soil cover, and the ground surface within a distance of at least 10 feet in all directions around the injection well, filter unit and aerobic treatment unit shall not be subject to surface or ground water flooding. In addition, the invert of the effluent inlet pipe to the injection well shall be a minimum 18 inches above the estimated seasonal high water level.
d. If there is adequate vertical and horizontal clearance to allow for proper maintenance, repair or replacement of the aerobic treatment unit, filter unit and injection well, such components of the onsite sewage treatment and disposal system shall be allowed to be placed beneath an elevated building.
e. If a mineral aggregate filter as referred to in subFl. Admin. Code R. 62-6.0181(3)(a)2., is utilized, effluent discharge from the aerobic unit shall be by gravity or pressure distribution to a perforated pipe distribution system as specified in Part I, Fl. Admin. Code R. 62-6.014 Such distribution system shall be placed within the walls of the mineral aggregate filter and shall be placed above a mineral aggregate filter layer which shall be at least 24 inches thick. Mineral aggregate filter material shall have either an effective size in the range of 2.36 millimeters to 4.75 millimeters and shall have a uniformity coefficient of less than 3.5 or the material shall be equivalent in size to Florida Department of Transportation aggregate classification number eight or nine. The system designer may specify additional layers of filter material above or below the required 24”-inch layer of filter material. The Monroe County Health Department shall require the installer of mineral aggregate filter systems to provide certification from the installer’s mineral aggregate supplier that the aggregate supplied meets requirements of this sub-paragraph. If the filter is not sealed with a lid meeting the requirements of Fl. Admin. Code R. 62-6.013(1)(e), the filter shall be capped with a layer of slightly limited soil no less than 6 nor more than 12 inches thick.
f. The maximum sewage loading rate to the mineral aggregate filter shall be 5.5 gallons per square foot per day based upon the top surface area of the filter layer. The maximum sewage loading rate to an approved filter unit other than a mineral aggregate filter as described in this section shall be evaluated by the Department based on unit design, size, filter media characteristics and expected functional life of the unit.
g. Effluent having passed through a mineral aggregate filter shall collect in an underdrain for gravity or mechanical discharge into an injection well. The underdrain shall consist of minimum 4 inch diameter perforated drainpipe which is encased within a minimum 8 inch depth of 1/2 to 2” inch diameter washed and durable aggregate. The walls and bottom of the filter unit shall be reinforced concrete or other material of adequate strength and durability to withstand hydrostatic and earth stresses to which the unit will be subjected. The walls and bottom of the unit shall be made waterproof so that the total volume of effluent passed through the mineral aggregate filter will be collected in the filter underdrain for discharge into the injection well.
h. Prior to discharge into an injection well, effluent from the filter unit shall be disinfected by chlorination or other disinfection method approved by the Department. A minimum disinfection level equivalent to a free chlorine residual of 0.5 milligram per liter measured at the point of effluent discharge after a minimum chlorine contact time of 15 minutes into the injection well, shall be maintained in the effluent at all times.
i. An injection well to receive an estimated daily domestic sewage flow not exceeding 2000 gallons per day shall meet minimum construction criteria of this sub-sub-subparagraphs (I), (II) and (III). The Monroe County Health Department shall not approve an injection well for use until the well driller has certified, in writing to the Monroe County Health Department, that the well has been installed in compliance with the provisions of this sub-paragraph. The inspection fee for the construction of an injection well shall be $125.00.
(I) An injection well as defined in subsection 62-6.017(3), F.A.C., shall be constructed, in part, utilizing a casing of polyvinyl chloride, commonly referred to as PVC. The minimum PVC casing weight and strength classification shall be schedule 40 and the minimum outside diameter of the casing shall be 4 inches. Other casing materials having strength and corrosion resistance properties equal to or greater than PVC schedule 40 pipe shall also be approved.
(II) An open hole having a minimum diameter of 6” inches shall extend to a depth of not less than 30 feet below the bottom of the casing.
(III) The annular space between the casing and the natural rock wall of the borehole shall be grouted the full length of the casing.
j. A minimum of one maintenance visit every four months shall be made to those systems using injection wells for effluent disposal. In addition to the standard aerobic treatment unit maintenance visit, the visit shall include an inspection of the chlorination and filter units. Documents and reports required in Fl. Admin. Code R. 62-6.012, shall also include the results of these inspections and shall include information on chlorine residuals to assess compliance with the disinfection requirements of this rule.
k. If an injection well is discontinued for effluent disposal use such injection well shall be properly abandoned and plugged by filling the injection well from bottom to top with cement grout.
(b) The following general requirements apply for the repair of a septic tank system:
1. The existing tanks shall meet the requirements of Fl. Admin. Code R. 62-6.015(6)(f), or, if the tanks need to be replaced as part of the repair, they shall be replaced with tanks meeting the requirements of Table II and Fl. Admin. Code R. 62-6.013
2. Effluent from the septic tank shall discharge to a drainfield over a sand liner meeting the standards in sub-subFl. Admin. Code R. 62-6.0181(3)(a)1.a.
3. No part of a septic tank and sand-lined drainfield system shall be located within 50 feet of the mean high water line of tidally influenced surface water bodies or within 50 feet of the mean annual flood line of permanent non-tidal surface water bodies.
4. The drainfield component of the system must be located a minimum distance of 50 feet from salt marsh and buttonwood association habitat areas where the dominant vegetation species are those typical of salt marsh communities.
5. The maximum sewage loading rate to the drainfield shall be 0.9 gallons per square foot per day.
(c) A performance-based treatment system designed and certified by a professional engineer, licensed in the state, as producing an effluent meeting at a minimum the treatment standards for a system designed in accordance with subsection 62-6.017(4), F.A.C., and permitted, constructed and monitored in accordance with Part IV.
Rulemaking Authority 381.0065(3)(a), 381.0065(4)(l) FS. Law Implemented Florida Statutes § 381.0065. History-New 3-3-98, Amended 3-22-00, 4-21-02, 5-24-04, 11-26-06, 7-16-13, Formerly 64E-6.0181.