Current through all regulations passed and filed through September 16, 2024
(A)
The siting,
design, installation, alteration, operation, monitoring, maintenance, repair,
and abandonment of a STS or GWRS shall comply with this
chapter.
(B)
A STS or GWRS, as applicable, shall not be installed,
altered, or operated without an approved permit from the board of health.
(1)
A board of
health shall not permit or otherwise authorize the use of a STS or GWRS that
would violate the conditions of these rules or is not in compliance with
paragraph (C) of rule
3701-29-02 of the Administrative
Code.
(2)
The STS or GWRS owner is responsible for ensuring that
a STS or GWRS is maintained in proper working condition.
(3)
The STS or GWRS
owner shall comply with the conditions specified in an installation,
alteration, and/or operation permit issued by the board of health, including,
but not limited to requirements for securing a service contract and other
maintenance requirements.
(C)
All sewage and
human excreta generated from within a dwelling or building shall be conveyed to
an approved STS or a sanitary sewerage system. All or a portion of the gray
water from the dwelling or building may be conveyed to an approved GWRS
installed and operated in accordance with rule
3701-29-17 of the Administrative
Code.
(D)
A HSTS shall serve only a one family, two-family, or
three-family dwelling. A SFOSTS may serve multiple dwellings or structures. In
the case where two or more dwellings or structures are served by a SFOSTS, the
entire SFOSTS shall be owned and operated by one person.
(E)
A STS or GWRS
shall comply with the following performance requirements and
prohibitions:
(1)
Shall be maintained in proper working
condition.
(2)
Shall comply with the conditions specified in an
installation and/or operation permit issued by the board of
health.
(3)
No STS or GWRS or part thereof shall create a public
health nuisance, as defined in section
3718.011 of the Revised Code, or
safety hazard. No STS or GWRS or part thereof shall cause an exceedance of
water quality standards for surface water or drinking water.
(4)
No STS or GWRS
permitted for installation, replacement, or update on or after January 1, 2007
shall discharge to any ditch, stream, pond, lake, natural or artificial
waterway, drain tile, other surface water conveyance or to the surface of the
ground unless authorized by an NPDES discharge permit pursuant to Chapter 6111.
of the Revised Code or otherwise specified in this chapter.
(5)
No sewage or
effluent shall be discharged to an abandoned well, drainage well, a dry well or
cesspool, a sink hole or other connection to ground water. If classified as a
class V injection well, a HSTS serving a two or three family dwelling or a
SFOSTS shall comply with 40 C.F.R. 144 (as published in the July 1, 2005 Code
of Federal Regulations) and the UIC registration requirements pursuant to
Chapter 3745-34 of the Administrative Code. Existing GWRS that use dry wells in
a campground licensed in accordance with Chapter 3729. of the Revised Code are
authorized for use until such system fails or creates a public health nuisance
as defined in paragraph (C) of rule
3701-29-17 of the Administrative
Code.
(6)
No STS or GWRS shall receive water from roof,
foundation, clear water sumps, swimming pools, or other sources that do not
convey or generate sewage from the structures served by the STS. An
appropriately sized STS may receive brine discharge from a water softener
unless otherwise prohibited by a manufacturer through the product specific
approval by the director of health, a permit issued by the board of health, or
as required to repair a failing system.
(7)
No STS shall be
permitted for the holding, treatment, or dispersal of industrial waste or storm
water for industrial activities. For the purpose of this rule, the normal use
of housekeeping products does not constitute industrial waste.
(8)
The owner of an
existing, discharging HSTS shall obtain coverage under the Ohio EPA household
general NPDES permit prior to any replacement or update of the system as
defined under paragraph (IIIII) of rule
3701-29-01 of the Administrative
Code.
(F)
A STS shall use soil absorption as the means for final
treatment and/or dispersal, except for HSTS when the soil absorption component
cannot meet the requirements of this chapter and the following conditions and
limitations are met:
(1)
Soil absorption is required for all STS permitted for
use in any new lot or new subdivision created after January 1,
2007.
(2)
When soil absorption for a system is not feasible in
accordance with this chapter for a replacement HSTS for an existing dwelling or
a new HSTS for an existing lot, a discharging HSTS shall only be permitted by
the board of health in compliance with NPDES requirements.
(3)
New or existing
soil absorption components may be used to receive a portion of the effluent
from a discharging HSTS that has received coverage under the Ohio EPA household
general NPDES permit provided the quality of the discharged effluent is
maintained and the HSTS design does not compromise director of health approvals
in compliance with rule
3701-29-13 of the Administrative
Code.
(G)
STS shall be sited in compliance with this chapter
including the following:
(1)
Soil absorption replacement areas shall meet the
following requirements:
(a)
Except when designing a replacement STS for an
existing dwelling on an existing lot, sufficient suitable area shall be
available to accommodate a STS including a designated area for complete
relocation and replacement of a STS. The minimum horizontal isolation distances
as required in paragraph (G)(3) of this rule, and any additional horizontal
isolation distance determined by the board of health as necessary to
accommodate lateral flow due to shallow limiting conditions identified in the
soil evaluation conducted in accordance with rule
3701-29-07 of the Administrative
Code shall be met for the STS and designated replacement area.
(b)
If a reduction
is used during the design of a STS. the owner shall ensure that any area for
system expansion of the original STS is protected. If possible, replacement
areas should be designed utilizing the full daily design flow, not a reduced
system.
(c)
The replacement area shall be identified during
design. The replacement area shall be set aside and protected during the
construction process and from additional development and/or damage by the
owner.
(d)
An owner may request a reevaluation of the size or
location of the replacement area from the local health department if new
technologies become available that provide a smaller soil absorption area if
the owner proposes another use of the designated replacement
area.
(e)
Boards of health shall not waive the requirement for
sufficient area to accommodate for complete relocation and replacement of a STS
when reviewing the creation of new lots and subdivisions in accordance with
rule 3701-29-08 of the Administrative
Code.
(2)
Sites on which private water systems are to be
installed shall be of sufficient area to provide horizontal isolation of the
private water system from both the proposed STS and the area intended for any
STS relocation or replacement on this or adjacent sites as required in
paragraph (G)(3) of this rule.
(3)
A STS shall
maintain the following minimum horizontal isolation distances:
(a)
All components
of a STS shall be at least ten feet from any utility service line, roadway or
road surface, driveway or other hardscape, property line or right-of-way
boundary, properly sealed well, any building or other structure, areas with
recorded easements, intermittent streams, swales, geothermal horizontal closed
loop systems, irrigation lines and GWRS.
(b)
A STS soil
absorption component shall be at least fifty feet from any surface water
impoundment, lake, river, wetland, perennial stream, and road cut-banks or
stream cut-banks.
(c)
All components of a STS shall be at least fifty feet
from any water supply source and vertical open and closed loop geothermal
heating and/or cooling system.
(d)
Sewers and
wastewater drains outside of the foundation of a building shall be located a
minimum of ten feet from a water supply source or water distribution line when
attainable except within five feet of the foundation where both lines enter a
building and in circumstances when the water line and sewer line must cross.
When a sewer line crosses a water service line, the following applies:
(i)
Provide a
minimum vertical distance of twelve inches between the outside of the water
service line and outside of the sewer. This shall be the case where the water
line is either above or below the sewer with preference to the water line
located above the sewer.
(ii)
At crossings, one full length of water pipe shall be
located so both joints will be a minimum of ten feet from the sewer line and a
twenty-foot section larger diameter pipe sleeve shall be installed on either
the water service line or the sewer line and the pipe sleeve sealed at both
ends. A water service line and sewer line shall not share the same trench
except where they must cross.
(e)
Watertight
non-treatment devices or components for replacement systems may be installed
within the required horizontal isolation distance provided they will not
directly affect surface or subsurface water sources or other
structures.
(f)
Any more stringent horizontal isolation distance
included as a condition of an approval by the director of health or defined in
these rules for specific STS or treatment components.
(4)
Except when the repair or replacement of the STS cannot be sited on the same
parcel, a sewage treatment system shall be sited on the same parcel as the
structures or dwelling served by the STS. The following conditions shall apply
to any STS repair or replacement not sited on the same parcel:
(a)
A permanent,
recorded, legal easement shall be required for any portion of a STS, including
the discharge line(s) from the system or associated drains, not sited on the
same parcel as the structures or dwelling served by the STS. When an easement
is required under this paragraph, a STS installation permit shall not be issued
by the board of health until a certified copy of the legally recorded easement
is provided.
(b)
When a portion of a STS is sited on a parcel other
than the parcel containing the structure(s) or dwelling(s) served by the STS
and both parcels have a common owner, the parcels shall either be merged or
otherwise reconfigured, or recorded on the property deed.
(c)
An easement or
merger of parcels shall no longer be required when the STS is abandoned in
accordance with rule
3701-29-21 of the Administrative
Code and the required dwelling(s) or structure(s) are connected to a public
sewer.
(H)
STS shall not be
sited under the following conditions:
(1)
A new STS shall
not be sited in an area identified as a flood way, and only below grade soil
absorption components of a new STS may be sited within any part of the one
hundred-year flood plain except where prohibited by federal, state, or local
regulations or ordinances.
(2)
A STS shall not
be sited within a jurisdictional wetland subject to a U.S. army corps of
engineers 404 permit and/or Ohio EPA 401 certification or within an isolated
wetlands subject to sections
6111.02 to
6111.028 of the Revised
Code.
(3)
A STS shall not be sited within the sanitary isolation
radius of a public water system well as determined in accordance with rule
3745-09-04 of the Administrative Code. A SFOSTS shall have additional design
and/or O&M requirements when sited within the inner management zone of a
drinking water source protection area determined to be highly susceptible to
contamination by the Ohio EPA source water assessment and protection program
for a community or non-transient non-community public water system as defined
in rule 3745-81-01 of the Administrative
Code.
(4)
A STS shall not be sited in soil and site conditions
that prohibit compliance with this chapter.
(I)
A STS shall not
be sited, permitted, or installed where a sanitary sewerage system is
accessible, unless otherwise excepted by law. Whenever a sanitary sewerage
system becomes accessible to a dwelling or structure served by a STS, the
dwelling and/or structures shall be connected to the sanitary sewerage system
and the STS abandoned in accordance with rule
3701-29-21 of the Administrative
Code.
(1)
In
determining the accessibility of a sanitary sewerage system a board of health
may consider the availability of connection, local or state ordinances or rules
prohibiting or requiring connection, the technical feasibility of connection,
the ability of the sanitary sewerage system and associated treatment facility
to accept additional flows, and the distance from the foundation wall of the
structure from which sewage originates to the nearest boundary of the
right-of-way within which the sewer is located.
(2)
The board of
health shall consult with appropriate sewer entity personnel as necessary to
determine sanitary sewerage accessibility.
(J)
The conditions
and schedule for connection to a sanitary sewer which may be established by the
board of health shall not conflict with findings and orders by the Ohio EPA or
orders from the county commissioners or other local authority.
Replaces: 3701-29-02, 3701-29-04, 3701-29-10, 3701-29-12,
3701-29-16, 3701-29-21