The purpose of this chapter is to establish standards for the
siting, design, installation, operation and maintenance of onsite
wastewater treatment systems (OWTS) within the city of Malibu. The
standards are adopted in compliance with the city's Local Coastal
Program (LCP) and Local Implementation Plan (LIP) to protect the overall
quality of coastal waters and resources within the city of Malibu,
prevent the creation of health hazards and nuisance conditions, and
serve as a long-term solution for safe and effective wastewater treatment
and disposal.
This chapter is applicable to all existing, new, and replacement
OWTS in the city of Malibu, regardless of design flow, strength, or
other state or local regulatory requirements. This chapter is consistent
with the plans, policies, and standards of the California State Water
Resources Control Board (State Water Board) and the Los Angeles Regional
Water Quality Control Board (Regional Water Board); specifically the
State Water Board's Statewide OWTS Policy and the Regional Board's
Basin Plan.
(Ord. 435 § 2, 2018)
For purposes of this chapter, the following terms shall have
the following meanings:
"Advanced onsite wastewater treatment system (AOWTS)"
means an OWTS designed to provide supplemental wastewater
treatment that meets advanced treatment standards as accepted by the
administrative authority, including secondary treatment and/or disinfection.
The system, or system component, provides enhanced treatment, over
that which would be provided by a conventional system, producing an
effluent quality that meets a predetermined performance standard in
accordance with the statewide OWTS policy, prior to effluent dispersal
into the ground.
"Basin Plan"
means a "Water Quality Control Plan" as defined in Division
7 (commencing with Section 13000) of the California
Water Code. Basin
plans are adopted by each Regional Water Quality Control Board, approved
by the State Water Board and the Office of Administrative Law, and
identify surface water and groundwater bodies within each region's
boundaries and establish, for each, its respective beneficial uses
and water quality objectives.
"Bedrock"
means the rock, usually solid, that underlies soil or other
unconsolidated, surficial material.
"Beneficial uses"
means those qualities in waters of the state that may be
protected against quality degradation that include, but are not necessarily
limited to, domestic, municipal, agricultural and industrial supply;
power generation; recreation; esthetic enjoyment; navigation; and
preservation and enhancement of fish, wildlife and other aquatic resources
or preserves.
"Certificate holder"
means the person who is appropriately registered as an onsite
wastewater treatment system practitioner with the city.
"Certification"
means the successful completion of course work and testing
by a third party entity as evidence by a certificate of completion.
"Cesspool"
means a lined or partially lined underground pit into which
raw household wastewater is discharged and from which the liquid seeps
into the surrounding soil. New and modifications to existing cesspools
are prohibited in the city of Malibu.
"City"
means the city of Malibu, California.
"Code"
means the Malibu Municipal Code.
"Community system"
means an OWTS that provides for the collection, treatment
and dispersal of wastewater from three or more individual residences
under separate ownership.
"Conventional onsite wastewater treatment system"
means an onsite wastewater treatment system comprised of
a two-compartment septic tank for primary treatment and dispersal
in leaching trenches, leaching beds, leaching chambers, or seepage
pits. Effluent will flow to the trenches by gravity, or may be pumped
to the dispersal system.
"Cumulative impacts"
means the persistent and/or increasing effect of an OWTS
on the environment resulting from the density and nature of its discharges
in relation to the assimilative capacity of the local environment.
Examples include, but are not limited to: (1) nitrate or salt additions
to ground water or surface water; and (2) rise in groundwater levels
("mounding of the water table") that interferes with the performance
of an OWTS, causes drainage problems or results in other adverse hydrological
or soil conditions affecting public health, water quality or public
safety.
"Dispersal system"
means a soil-based system containing a series of trenches,
beds, subsurface drip lines, seepage pits, or other approved method
for subsurface infiltration and absorption of wastewater effluent,
and includes all component parts, such as piping, valves, filter material,
chambers, dosing pumps, siphons and other appurtenances.
"Domestic wastewater"
means wastewater from everyday living activities with a measured
strength less than high-strength wastewater and is the type of wastewater
normally discharged from plumbing fixtures, appliances and other household
devices including, but not limited to, toilets, bathtubs, showers,
laundry facilities, dishwashing facilities, and garbage disposals.
Domestic wastewater may include wastewater from commercial buildings
such as office buildings and retail stores, or from industrial facilities
where the domestic wastewater is segregated from the industrial wastewater.
Domestic wastewater does not include wastewater from industrial processes
or recreational vehicle dump stations, as defined in the California
Plumbing Code.
"Domestic well"
means a groundwater well that provides water for human consumption
and is not regulated by the State Water Resources Control Board.
"Effluent"
means sewage, water or other liquid, partially or completely
treated in its natural state, flowing out of a septic tank, supplemental
treatment unit, dispersal system, or other OWTS component.
"Failure"
means the ineffective treatment and/or dispersal of wastewater
resulting in the surfacing of raw or inadequately treated sewage effluent,
and/or the degradation of surface or groundwater quality. An OWTS
is considered to be in a state of failure if one or more of the following
conditions occur: (1) backup of sewage into the building(s) served
by the system as a result of overload and/or clogged soil absorption
system; (2) discharge of sewage onto the surface of the ground or
waters of the state; (3) the static liquid level in the distribution
box is above the outlet invert; or (4) the septic tank or related
components require pumping three or more times during any 180 day
period.
"Graywater"
means wastewater, exclusive of blackwater or industrial waste,
deposited into a plumbing drainage system or exiting directly from
wastewater generating appliances. It includes, but is not limited
to, wastewater discharges from washing machines, bathtubs, showers,
bathroom washbasins, and laundry tubs.
"Groundwater"
means water below the land surface that is at or above atmospheric
pressure.
"High-strength wastewater,"
means wastewater having a 30 day average concentration of
biochemical oxygen demand (BOD) greater than 300 milligrams per liter
(mg/L) or of total suspended solids (TSS) greater than 330 mg/L or
a fats, oil, and grease (FOG) concentration greater than 100 mg/L
prior to the septic tank or other OWTS treatment component.
"Holding tank"
means a watertight receptacle used to collect and store wastewater
prior to it being removed from a property by means of vacuum pumping
and hauling, or other approved method.
"Impaired water bodies"
means those surface water bodies or segments thereof that
are identified on a list approved first by the State Water Board and
then approved by U.S. EPA pursuant to Section 303(d) of the Federal
Clean Water Act.
"Leachfield" or "leach trenches"
means the dispersal area used for disposal of septic tank
effluent through a nonwatertight artificial structure, conduit, or
porous material by downward or lateral drainage, or both, into the
surrounding permeable soil.
"Licensure"
means the obtainment of the appropriate state of California
licensing as a contractor, a registered civil engineer, a registered
professional geologist, or a registered environmental health specialist.
"New construction"
means the construction of a new building for which a certificate
of occupancy is required. New construction shall not include replacement
or repair of an existing building that has been totally or partially
destroyed or demolished, provided there is: (1) no increase in wastewater
design flow overall for the building; (2) no increase in the design
flow above the existing approved capacity to any OWTS for the building;
(3) no increase in the number of dwellings or dwelling units; (4)
no increase in the number of bedrooms in any dwelling or dwelling
unit; and (5) no increase in drainage fixture units.
"Official inspection form for OWTS"
means the approved report form to be completed by all city-approved
onsite wastewater treatment system inspectors for the inspection of
any OWTS.
"Onsite wastewater treatment system" or "OWTS"
means a system, or series of systems, of pipes, tanks, trenches,
seepage pits and other components used for the collection, treatment
and subsurface dispersal of wastewater. This term is synonymous with
private sewage disposal systems, as used in the California Plumbing
Code. OWTS do not include "graywater" systems pursuant to Health and
Safety Code Section 17922.12.
"Operating permit"
means the administrative document issued by the administrative
authority authorizing the initial and/or continued use of an OWTS
in conformance with the provisions of this code.
"OWTS design report"
means a supporting report for an OWTS prepared by a qualified
professional summarizing the results of soils analysis and/or percolation
tests, including, but not limited to: soil conditions, characteristics
and estimated permeability, depth of zones of saturation, depth to
bedrock, surrounding geographic and topographic features, direction
of ground contour and percent slopes, distances to drainages, water
bodies and potential for flooding.
"Percolation test"
means a method of testing water absorption of the soil. The
test is conducted with clean water and test results may be used in
the design and sizing of the dispersal system.
"Permit"
means a document issued by a local agency that allows the
installation and use of an OWTS, or waste discharge requirements or
a waiver of waste discharge requirements that authorizes discharges
from an OWTS.
"Person"
means any individual, corporation, association, firm, organization,
partnership or company.
"Plumbing fixture unit"
means an expression in quantity of scale in terms of the
load producing effects of an OWTS. Fixture unit values shall be determined
as defined in the California Plumbing Code.
"Pollutant"
means any substance, as listed in a Basin Plan that alters
water quality of the waters of the state to a degree that it may potentially
affect the beneficial uses of water.
"Pressure distribution"
means a method of wastewater dispersal employing a pump or
automatic dosing siphon and distribution piping with small diameter
holes or perforations spaced uniformly along its length; it is used
to achieve equal distribution of wastewater within a dispersal field.
"Public water system"
is a water system regulated by the California Department
of Public Health or a local primacy agency pursuant to Chapter 12,
Part 4, California Safe Drinking Water Act, Section 116275(h) of the
California
Health and Safety Code.
"Public water well"
is a groundwater well serving a public water system. A spring
which is not subject to the California Surface Water Treatment Rule
(SWTR),
CCR Title 22, Sections 64650 through 64666 is a public well.
"Qualified professional"
means an individual licensed or certified by a state of California
agency to design and practice as a professional for work related to
OWTS, as allowed under their license or registration. Depending on
the work to be performed and various licensing and registration requirements,
this may include an individual who possesses a registered environmental
health specialist certificate or is currently licensed as a professional
engineer or professional geologist. For purposes of performing site
evaluations, soil scientists certified by the Soil Science Society
of America area are considered qualified professionals.
"Regional Board"
means the California Regional Water Quality Control Board
– Los Angeles Region.
"Registered OWTS designer"
means a person approved by the city to perform site evaluations
and design OWTS who meets the requirements for registration as specified
in this chapter.
"Registered OWTS inspector"
means a person approved by the city to inspect the condition
and operation of onsite wastewater treatment systems who meets the
requirements for registration in this chapter.
"Registered OWTS installer"
means a person approved by the city to install onsite wastewater
treatment systems who meets the requirements for registration as specified
in this chapter.
"Registered OWTS practitioner"
means a person approved by the city to perform OWTS design,
siting, installation, inspection, operation and maintenance, and management
of wastewater residuals within the city of Malibu who meets the requirements
for registration as specified in this chapter.
"Registered OWTS residuals manager (pumper)"
means a person approved by the city to pump septic tanks,
wastewater treatment tanks, and pump chambers who meets the requirements
for registration as specified in this chapter.
"Registration"
means the successful completion of course work and testing
by a third party entity as evidenced by a certificate of completion
as required by this chapter.
"Repair of OWTS"
means alteration of an existing OWTS component, tank replacement
or installation of a designated future dispersal area.
"Replacement OWTS"
means an OWTS: (1) that has its treatment capacity expanded;
(2) where the dispersal system is expanded or replaced; or (3) where
components of the system are repaired and/or replaced.
"Sanitary sewer"
means a system for collecting residential or municipal wastewater
and directing the collected wastewater to a treatment works prior
to dispersal.
"Seepage pit"
means a vertically drilled or dug excavation, four to six
feet in diameter, either lined with concrete cylinders or gravel-filled,
that receives the effluent discharge from a septic tank or other OWTS
treatment unit for dispersal into the surrounding soil.
"Septic system"
also known as OWTS, means an onsite wastewater treatment
system designed to treat and dispose of sewage. A typical septic system
consists of a tank that receives waste from a residence or business
and a system of leach trenches/bed or a seepage pits for disposal
of the liquid effluent that remains after decomposition of the solids
by bacteria in the tank.
"Septic tank"
means a watertight, covered receptacle designed for primary
treatment of wastewater and constructed to: (1) receive the discharge
of sewage from a building sewer; (2) separate solids from the liquid;
(3) digest organic matter by anaerobic bacterial action; (4) store
digested solids; and (5) clarify wastewater for further treatment
with final subsurface discharge.
"Site"
means the land area occupied, or proposed to be occupied,
by a building or buildings served by an OWTS, including any designated
future expansion area.
"Site evaluation"
means an assessment of the characteristics of the site sufficient
to determine its suitability for an OWTS that meets the requirements
of this code. Site evaluations shall be conducted in accordance with
procedures and criteria established in the Malibu OWTS Manual.
"Soil"
means the naturally occurring body of porous mineral and
organic materials on the land surface, which is composed of unconsolidated
materials, including sand-sized, silt-sized, and clay-sized particles
mixed with varying amounts of larger fragments and organic material.
"Soil absorption system"
means a soil-based effluent dispersal system typically containing
a bed or trenches with clean gravel and a system of piping through
which treated sewage may seep into the surrounding soil for further
treatment and disposal.
"Stream"
means flowing water identified as blue lines on USGS 7.5
minute quad topography maps.
"Subsurface drip dispersal"
means a method for releasing treated wastewater to the soil
for final treatment and dispersal via small diameter flexible plastic
tubing manufactured with emitters spaced uniformly along its length;
the drip field is designed and installed such that the drip tubing
is installed in the shallow surface soils, typically nine to 12 inches
below finished grade.
"Supplemental treatment"
means any onsite wastewater treatment system or system component
providing additional treatment to ensure the effluent meets a predetermined
performance requirement prior to discharge into the dispersal field.
Supplemental treatment includes secondary treatment with physical
and biological processes and/or tertiary treatment with a finishing
process such as disinfection to a higher quality of effluent.
"SWRCB OWTS Policy"
also referred to as Statewide OWTS Policy means the Water
Quality Control Policy for Siting, Design, Operation and Maintenance
of Onsite Wastewater Treatment Systems adopted by the State Water
Resources Control Board on June 19, 2012.
"Technical standards"
means the criteria for the design and construction of various types of onsite wastewater treatment and effluent disposal systems detailed in Chapter
15.42 of this title.
"TMDL"
is the acronym for "total maximum daily load" as defined
in Section 3030(d) (1) of the Clean Water Act, which requires each
state to establish a TMDL for each impaired water body to address
the pollutant(s) causing the impairment. In California, TMDLs are
usually adopted as Basin Plan amendments and contain implementation
plans detailing how water quality standards will be attained.
"Unstable land mass"
means land prone to subsidence, erosion, or mass land movement
as indicated by historical landslide events, published maps or reports,
or evidence of characteristics such as surface rupture, scarps, creep
or other irregularities in ground slope conditions.
"Wastewater"
means sewage that is designated as "blackwater" and/or "graywater."
1.
"Blackwater"
means wastewater contaminated with human wastes, generally
originating from toilets. It includes, but is not limited to, wastewater
discharges from water closets, toilets, urinals, kitchen sinks, food
preparation sinks, or other similar fixtures alone or in combination
with other wastewater.
2.
"Graywater"
means wastewater, exclusive of blackwater or industrial waste,
deposited into plumbing drainage system or exiting directly from wastewater
generating appliances. It includes, but is not limited to, wastewater
discharges from washing machines, bathtubs, showers, bathroom washbasins,
and laundry tubs. Kitchen sinks shall be considered blackwater for
the purposes of this chapter.
"Water body"
means a body of water in a natural or man-made area within
which water flows. Water bodies include, but are not limited to, creeks,
groundwater, ocean and tidal waters, rivers, streams, springs, seeps
and watercourses.
"Watercourse"
means a drainage channel with bed and banks within which
water flows either perennially, ephemerally or intermittently, including
overflow channels contiguous to the main channel. A watercourse may
be either a natural or man-made channel. For purposes of this chapter,
watercourse also includes water bodies such as ponds, lakes, marshes
and seasonal wetlands.
(Ord. 435 § 2, 2018; Ord. 517, 6/24/2024)
A. Commercial
Buildings, Multifamily Dwellings, and Home Occupation Use—AOWTS
Required.
1. Buildings.
Commercial buildings and multifamily dwellings that are newly constructed,
or renovated, and properties with a home occupation use that increases
the quantity and/or strength of flow to the OWTS by virtue of the
use shall have an AOWTS unless otherwise approved by the administrative
authority for good cause. In no way does this section permit or allow
any kind of use that is not otherwise permitted by this code.
2. OWTS.
Conventional on-site wastewater treatment systems that are replaced,
renovated, or repaired, shall be upgraded to AOWTS, unless otherwise
approved by the administrative authority for good cause.
3. Alarm
System. Existing OWTS serving commercial buildings and multiple family
dwellings must be equipped with an alarm system approved by the city
that will be triggered when high water levels are detected in the
septic tank and/or dispersal area so that any discharge from the treatment
system to the dispersal area will be stopped until the treatment system
malfunction is rectified. The alarm system shall include an audible
and visual alarm located within the building served by the system
with off-site telemetry to the maintenance provider.
B. Residential
Buildings—OWTS Inspection.
1. Buildings.
Prior to the approval of plans for building permit issuance for the
renovation of a detached single-family residential building that will
increase drainage capacity, such as the addition of bedroom equivalents
or changes to the plumbing system, the existing OWTS shall be inspected
by a registered OWTS inspector using the city's official inspection
form for OWTS and a new operating permit must be obtained.
2. OWTS.
If an OWTS inspection reveals the condition of the existing OWTS is
"not passing" per the OWTS inspection guidelines, renovation or repair
of the OWTS must be included within the scope of the building renovation
project.
(Ord. 435 § 2, 2018; Ord. 517, 6/24/2024)
The following permits are required for any OWTS:
A. OWTS
Construction Permit. An OWTS construction permit is required to install
a new or replacement OWTS, or to modify an existing OWTS. An OWTS
construction permit shall be issued if the OWTS meets the requirements
of this chapter, this code, and the Malibu OWTS Manual.
B. Coastal
Development Permit. A coastal development permit as required by Chapter
18 of the Local Implementation Plan of the Malibu Local Coastal Program.
C. OWTS Operating Permit. An OWTS operating permit is required as specified in Chapter
15.44 of this code to operate an OWTS.
(Ord. 435 § 2, 2018)
In order to obtain an OWTS construction permit, any new or replacement OWTS must comply with the minimum siting criteria contained in Chapter
15.42, Technical Standards for Onsite Wastewater Treatment Systems and the following requirements. Repair of any lawfully existing OWTS, where no expansion or intensification of use is proposed, shall conform to these requirements to the greatest extent practicable as determined by the administrative authority.
A. Flood
Hazard Areas. OWTS shall be located outside of flood hazard areas.
Exception: Where suitable sites outside of flood hazard areas
are not available, disposal systems shall be permitted to be located
in flood hazard areas on sites where the effects of inundation, under
conditions of the design flood, are minimized.
B. Location
on Property Served. No onsite wastewater treatment system, or part
thereof, shall be located on any other property other than the property
where the building or structure served by such onsite wastewater treatment
system is located, nor shall any onsite wastewater treatment system
or part thereof be located in a location that does not comply with
the minimum distances indicated in Table 15.42.030(E).
However, the use of all or part of another property for an onsite
wastewater treatment system or part thereof, where secondary sewage
effluent treatment, or better, is provided, shall be allowed when
proper cause, transfer of ownership, or change of boundary not in
violation of other requirements has been first established to the
satisfaction of the administrative authority. The instrument recording
such action shall constitute an agreement with the administrative
authority which shall clearly state and show that the areas so joined
or used shall be maintained as a unit during the time they are so
used. Such agreement shall be recorded in the office of the county
recorder as part of the conditions of ownership of said properties,
and shall be binding on all heirs, successors, and assigns to such
properties. A copy of the instrument recording such proceedings shall
be filed with the administrative authority.
C. One
hundred percent Reserve Area. A reserve area with sufficient dispersal
capacity for at least 100% of the design wastewater flow shall be
identified and set aside for future repair, expansion or replacement
of the primary dispersal field. No division of the lot, grading, erection
of structures or other site alteration shall be permitted where it
impairs the future utility of the designated reserve area. Exceptions
may be granted by the administrative authority for good cause.
(Ord. 435 § 2, 2018)
Cumulative impact analysis evaluating the potential impact of
the proposed OWTS on groundwater level and quality (i.e., effects
of groundwater mounding, nitrate loading and fecal/pathogen contamination),
quality of nearby surface drainages (i.e., nitrate loading and fecal/pathogen
contamination), and slope stability shall be required for the following
development projects:
A. Individual OWTS with design flow greater than 1,500 gallons per day
(gpd);
C. OWTS for any commercial development;
D. Any lot which involves two or more OWTS within 100 feet of each other
with a combined capacity of over 1,500 gpd;
E. OWTS for properties with a home occupation use subject to this chapter;
F. OWTS for multifamily residential developments;
G. OWTS classified as a "community" system serving multiple property
owners;
H. OWTS which the city or Regional Water Board identify as presenting
a potential threat to surface water or groundwater beneficial uses;
and
I. OWTS located within the contributing recharge area of known nitrate
groundwater problems.
Cumulative impact analyses shall be conducted in accordance
with guidelines prescribed in the Malibu OWTS Manual and shall be
included as an element of the OWTS design report for the proposed
project application.
|
(Ord. 435 § 2, 2018; Ord. 517, 6/24/2024)
The administrative authority shall require the following before
a an OWTS construction permit is issued for any new or replacement
OWTS on any parcel adjacent to the Pacific Ocean:
A. Buildings
permitted to be constructed, or remodeled, on beachfront property
shall have adequate and properly designed shoreline protection devices,
or other approved structural protection from wave action for all portions
of the OWTS. Approved coastal engineering reports shall be required
to determine the need and extent of this protection.
B. Owners
or possessors of real property with buildings constructed on beachfront
property with an existing OWTS to be renovated, or repaired, shall
have adequate and properly designed shoreline protection devices,
or other approved structural protection from wave action, as deemed
acceptable by the administrative authority, for all portions of the
OWTS. An approved coastal engineering report shall be required to
determine the need and extent of this protection.
C. Owners
or possessors of real property with buildings constructed on beachfront
property with an existing OWTS damaged by storm, tide, or wave action
shall have adequate and properly designed shoreline protection devices,
or other approved structural protection from wave action for all portions
of the OWTS. An approved coastal engineering report shall be required
to determine the need and extent of this protection.
D. Issuance
of Permit. Upon review of the application and compliance with all
of the requirements contained in this section and all other applicable
laws, rules, and regulations, the administrative authority shall issue
a construction permit for the installation of shoreline protection
devices, or other protective structures required, imposing those conditions
and restrictions necessary, and setting a time limit for the completion
of the installation of shoreline protection devices, or other protective
structures required.
E. Noncompliance
and Right of Entry.
1. Upon
expiration of the time limit established in the permit, including
such additional time as may have been granted by the administrative
authority upon further application, if the installation of the shoreline
protection devices, or other protective structures required, has not
been accomplished, the administrative authority may take all reasonable
actions to install the shoreline protection devices, or other protective
structures required, upon the real property for which the permit was
issued. The administrative authority shall have the right of entry
upon the owner's or possessor's real property to the extent necessary
to effect the installation. A failure, refusal, or neglect of the
owner or possessor of the real property to comply with the provisions
of the permit for the installation of the bulkhead, or other protective
structures required, within the period of time set by the administrative
authority shall be considered a violation of this section, subjecting
the owner or possessor of the real property to the penalties and remedies
provided in this code.
2. The
actual cost incurred by the administrative authority in taking the
above action, including the cost of equipment, labor (including the
cost of city of Malibu consultants and employees), administrative,
and other indirect costs shall be charge assessed against the real
property benefited, and shall be added to the annual property taxes
next levied upon the real property and shall constitute a lien upon
the real property in the same manner and to the same extent as does
the tax lien securing the annual real property taxes, and may be collected
and enforced in the same manner as secured ad valorem property taxes.
(Ord. 435 § 2, 2018)
Cesspools are declared to be a public nuisance and are not authorized
for use in the city of Malibu. Upon discovery, cesspools shall be
abated in accordance with the provisions of this chapter and in a
manner approved by the administrative authority.
(Ord. 435 § 2, 2018)
If, after review, the administrative authority determines that the proposed OWTS complies with the terms of this chapter, technical standards (Chapter
15.42) and the Malibu OWTS Manual, and will not be injurious to the public health and water quality, he or she shall approve or conditionally approve the application. Such approval may be made subject to such conditions as the administrative authority deems necessary to ensure compliance with this code and protect the environment. Any change in the OWTS plans after the issuance of an OWTS construction permit must be approved by the administrative authority before being implemented. Failure to obtain approval from the administrative authority will invalidate the permit.
(Ord. 435 § 2, 2018)
Any OWTS, or component thereof, that has been abandoned or discontinued
from use for a period of six months, or to which no waste or waste
discharge pipe from a plumbing fixture is connected, shall be decommissioned
in accordance with the following requirements:
A. Permit
Required. An OWTS construction permit and approval must be obtained
from the administrative authority to abandon the OWTS.
B. Plugged
and Capped. An abandoned building, sewer, or part thereof, shall be
plugged or capped in an approved manner within five feet of the property
line.
C. Fill
Material. A cesspool, a septic tank, or a seepage pit shall have the
sewage removed therefrom, disposed of in an appropriate manner and
be completely filled with earth, sand, gravel, concrete, or other
approved material.
D. Filling
Requirements. The top cover or arch over a cesspool, septic tank,
or seepage pit shall be removed before filling, and the filling shall
not extend above the top of the vertical portions of the sidewalls
or above the level of any outlet pipe until the cesspool, septic tank,
or seepage pit has been inspected by the administrative authority.
After such inspection, the cesspool, septic tank, or seepage pit shall
be filled to the level of the top of the ground.
E. Owner.
No person owning or controlling any cesspool, septic tank, or seepage
pit on the premises or private property of such person or in any public
street, alley, or other public property shall fail, refuse, or neglect
to comply with the provisions of this section.
F. Permittee.
Where OWTS are abandoned subsequent to connecting any premises to
a replacement OWTS or sanitary sewer, the permittee making the connection
shall fill all abandoned OWTS in accordance with the above requirements
within 30 days from the time of connecting to the replacement OWTS
or sanitary sewer, or as otherwise specified by the administrative
authority for good cause.
G. Excavation.
No excavation related to an abandoned OWTS shall be left unattended
at any time unless the permittee shall have first installed a suitable
and adequate barricade to ensure public safety.
(Ord. 435 § 2, 2018)