Fla. Admin. Code Ann. R. 62-610.100 - Purpose, and Applicability
(1) The
purpose of Chapter 62-610, F.A.C., is to provide design and operation and
maintenance criteria for land application systems that may discharge reclaimed
waters or domestic wastewater effluent to Class G-II ground waters and to a
limited extent to Class G-I and F-I ground waters (as defined by Chapter
62-520, F.A.C.). This chapter also provides design and operation and
maintenance criteria for surface water discharge projects involving reuse for
ground water recharge or other beneficial purposes described in this chapter.
The requirements in this rule shall apply to systems involving potential
discharges to Class G-I and F-I ground waters (as defined by Chapter 62-520,
F.A.C.) to the extent that these rule provisions do not conflict with
requirements for G-I and F-I ground waters. Supported by moderating provisions,
it is intended that Chapter 62-610, F.A.C., establish a framework whereby
design flexibility and sound engineering practice can be used in developing
systems with which to manage domestic wastewater in an environmentally sound
manner. This chapter contains operation and maintenance requirements so as much
information as possible on reuse and land application can be presented in a
single chapter.
(2) Chapter 62-610,
F.A.C., shall be used in conjunction with Chapter 62-600, F.A.C. Systems shall
be designed in accordance with sound engineering practice. Minimum design waste
treatment and disinfection standards are specified in Rules
62-600.420 and
62-600.440, F.A.C. Additional
waste treatment standards, where appropriate, are addressed in this
chapter.
(3) Applicability.
(a) Requirements in this chapter shall apply
only to domestic wastewater treatment facilities and reuse and land application
systems receiving reclaimed water or effluent from domestic wastewater
treatment facilities.
(b) Unless
specifically provided otherwise in this chapter, requirements in this chapter
shall apply to all new reuse and land application systems which are approved by
the Department on or after April 5, 1989. This chapter also shall apply to all
existing facilities when such facilities are to be modified or expanded, but
this chapter shall apply only to the expansion or modification thereof, or if
treatment processes are altered such that the quality of reclaimed water or
effluent or reliability of such processes is adversely affected. Re-rating of
an existing reuse or land application system or site such that the permitted
capacity of the system or site is increased shall be considered an expansion,
even if there is no increase in physical size of the system or site.
(c) All reuse systems, to which construction
permits were approved by the Department on or before April 5, 1989, involving
irrigation of public access areas, residential properties, and edible crops
(systems subject to regulation under Part III of this chapter), shall meet the
waste treatment and disinfection requirements contained in subsection
62-610.460(1),
F.A.C. The waste treatment and disinfection requirements contained in
subsection 62-610.460(1),
F.A.C., shall not apply to citrus irrigation systems if:
1. Public access shall be
restricted,
2. The reclaimed water
shall not directly contact the fruit,
3. The fruit that is produced shall be
processed before human consumption; and,
4. Secondary treatment and basic disinfection
shall be provided.
(d)
Septic tank drainfield systems and other on-site sewage treatment and disposal
systems with subsurface disposal are exempted from the requirements of this
rule if:
1. The system serves the complete
wastewater needs of an establishment with a design capacity of 10,000 gallons
per day or less of domestic wastewater, or
2. The system serves the complete wastewater
needs of a commercial establishment with a design capacity of 5,000 gallons per
day or less of commercial wastewater.
(e) Minimum setback distances required by
subsections 62-610.421(5),
62-610.471(3),
62-610.521(7)
and 62-610.621(4),
F.A.C., shall not apply to reuse or land application projects for which the
Department received a complete construction permit application before April 15,
1990.
(f) The requirements of Parts
V and VII of this chapter and Rule
62-610.525, F.A.C., shall apply
to projects for which complete permit applications that request authorization
for construction of domestic wastewater treatment facilities or reuse
facilities were received by the Department after August 8, 1999, unless
specifically stated otherwise within this chapter.
(g) Requirements for setback distances to
unlined storage ponds in subsection
62-610.521(10),
F.A.C., shall apply to new unlined storage ponds. These setback distances shall
not apply to existing installations, as defined in Rule
62-521.200, F.A.C.
(h) Subsections and Rules
62-610.421(10),
62-610.466,
62-610.471(9),
62-610.472,
62-610.652(5),
62-610.668(2)
and 62-610.865, F.A.C., shall apply
to projects for which complete permit applications for domestic wastewater
treatment facilities or reuse facilities were received by the Department on or
after August 8, 1999. These subsections and rules also shall apply to existing
projects which are being expanded or modified; however, these rule requirements
shall apply only to the expanded or modified portion of the project.
(i) The annual reuse report required by
subsection 62-610.870(3),
F.A.C., shall apply to all (new and existing) domestic wastewater facilities
having capacities of 0.1 mgd or larger that reuse all or a portion of the
reclaimed water produced.
(j) The
Cryptosporidium and Giardia sampling required by subsections and paragraphs
62-610.463(4),
62-610.472(3)(d),
62-610.525(13),
62-610.568(10),
62-610.568(11)
and 62-610.652(6)(c),
F.A.C., shall apply to all (new and existing) facilities that provide reclaimed
water for the types of reuse activities regulated by the part of this chapter
that contains the rule requiring this sampling. The Cryptosporidium and Giardia
sampling required by paragraph
62-610.472(3)(d),
F.A.C., shall apply to all (new and existing) facilities that use surface water
or treated stormwater as supplemental water supplies for a reuse system
regulated under Part III of this chapter.
(k) Unless specifically stated otherwise, all
setback distances shall be measured horizontally.
(l) Existing facilities (those that had
construction permit applications or initial permit applications which
authorized construction approved by the Department on or before April 5, 1989)
shall comply with the requirements of Part III of this chapter. This applies
only to facilities that make reclaimed water available for one or more
activities regulated by Part III of this chapter (such as irrigation of public
access areas, residential properties, or edible crops; toilet flushing; fire
protection; construction dust control; aesthetic purposes; or other activities
listed in Rule 62-610.480, F.A.C.). These
existing projects previously have been granted grandfathering protection under
paragraphs 62-610.100(9)(b) and
(c), F.A.C. Existing facilities are exempt
from the following portions of Part III of this chapter:
1. Minimum system size in Rule
62-610.451, F.A.C.
2. The color coding requirements in paragraph
62-610.469(7)(f),
F.A.C. This exemption applies to all existing reclaimed water pipes installed
before January 10, 2010.
3. Setback
distance requirements in Rule
62-610.471, F.A.C. This
exemption applies to all existing reclaimed water pipes and existing areas
receiving reclaimed water. Pipes installed and new or expanded areas
constructed on or after January 1, 2010, to receive reclaimed water shall
comply with the setback distance requirements.
(4) Other Reuse and Land Application Systems.
The Department shall approve preapplication treatment, disinfection,
reliability, storage, setback distance, monitoring, and other design and
operational control measures for reuse and land application systems not
addressed in Parts II, III, IV, V, VI, or VII, including systems comprising
components of slow-rate, rapid-rate, or overland flow involving potential
discharges to ground water or surface water, if the applicant provides
reasonable assurances in the engineering report that the design and operational
controls proposed by the applicant will result in compliance with ground water
quality and surface water quality standards and that public health will be
protected. To the extent practicable, design and operational control measures
should be established based on the most similar reuse or land application type
described in Parts II, III, IV, V, VI, or VII based on system design,
application rates, land management practices, and potential for affecting
ground water or surface water quality and uses.
(5) The Department encourages efficient and
effective use of reclaimed water featuring relatively high potable quality
water offset or recharge fractions such as described in Table 5 in the
publication entitled, Water Reuse for Florida: Strategies for Effective
Use of Reclaimed Water.
(6)
EPA Method 1623.1:
Cryptosporidium and Giardia in Water by Filtration/IMS/FA, January
2012, EPA 816-R-12-001, (http://www.flrules.org/Gateway/reference.asp?No=Ref-13382)
is hereby adopted and incorporated by reference effective August 8, 2021. A
copy of the publication may be obtained by contacting the Department's
Wastewater Management Program, M.S. 3545 Blair Stone Road, Tallahassee, Florida
32399-2400.
Notes
Rulemaking Authority 403.051, 403.061, 403.064, 403.087 FS. Law Implemented 403.021, 403.051, 403.061, 403.062, 403.064, 403.085, 403.086, 403.087, 403.088 FS.
New 4-4-89, Amended 4-2-90, Formerly 17-610.100, Amended 1-9-96, 8-8-99, 11-19-07, 8-8-21.
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