These regulations are adopted pursuant to MGL c. 111, §§ 31
and 27, and shall be interpreted so as to be consistent with the provisions
of Title 5 of the State Environmental Code, 310 CMR 15.00, as amended
. Where these regulations are silent, the provisions of the current
Title 5 regulations shall apply. Where there are discrepancies between
these regulations and 310 CMR 15.00, the stricter of the two shall
apply.
The Townsend Board of Health regulations for subsurface sewage
disposal dated April 26, 2016, are hereby repealed. The regulations
herein shall be in effect June 1, 2023.
If any part of these regulations shall be judged invalid for
any reason, that decision shall not affect any other portion of these
regulations, which shall remain in full force and effect.
All terms used in these regulations conform to the definitions
set forth in 310 CMR 15.01, with the following modifications:
AGENT
The Nashoba Associated Boards of Health (hereinafter call
"Nashoba") serving as the agent for the Board of Health in matters
including those pertaining to the implementation and enforcement of
the provisions of 310 CMR 15.
AQUIFER
Water-bearing geologic formation that contains water in sufficient
quantities to supply a well.
AS-BUILT PLAN
A drawing as described in §
160-26 of these regulations, prepared, signed and stamped by a registered sanitarian or a registered professional engineer showing the system and its related structures as actually constructed.
BOARD
The Board of Health of the Town of Townsend.
BUILDING SEWER
Pipe that begins at the foundation wall, carrying effluent
to the subsurface sewage disposal system.
DATE OF FILING COMPLETED APPLICATION
The date on which the Board and Nashoba receive a completed
application with two copies of the plan; or if the Board and Nashoba
receive a completed application and plan on separate dates, the latter
of those dates will be used.
DEEP TEST HOLE
An open pit dug to permit the examination of soil characteristics
and obtain data relative to the estimated seasonal high-water table.
FIELD TESTS
Soil percolation tests and deep test holes in which soil
character and groundwater elevation are observed and recorded, and
which may serve as a basis for the design of a system.
MAXIMUM GROUNDWATER ELEVATION
The highest level of groundwater observed in the deep test
hole during spring testing season or the highest elevation indicated
by observation of soil characteristics, whichever is higher.
PERVIOUS MATERIAL
Soil exhibiting a percolation rate of 60 minutes or less
per inch which was deposited on a site by natural causes and not by
human action. These soils must be free of impervious materials such
as clay, silt subsoil or loam.
PRIVATE WAY
Not an accepted Town way, not maintained by the Town. A roadway
that is neither a public way nor a common driveway. Not a common way.
ROAD SIDE LINE
The property line that lies along a public road or private
way.
SEWAGE
Any water-carried putrescible waste resulting from the discharge
from dwellings or other facilities, including, but not limited to,
water closets, laundry tubs, washing machines, sinks, showers, or
dishwashers. Items not normally associated with residential use and
any substance or combination of substances which because of quantity,
concentration, physical or chemical characteristics poses, in the
judgment of the Board or its agent, present potential hazard to human
health, safety, welfare or to the environment, shall be included.
SUBSURFACE SEWAGE DISPOSAL SYSTEM
Also referred to as "system" and "septic system"; shall include
all underground components for the subsurface disposal of sanitary
sewage.
WETLANDS
Any water course, including streams, brooks, ponds, swamps,
or any other wetlands as defined by MGL c. 131, § 40, or
as defined in the General Wetlands Bylaw in the Town of Townsend.
The Board of Health reserves the right to revoke any approval,
permit or certificate of compliance which is found to be based on
incorrect, incomplete, or misleading information.
The following distances must be maintained between listed components.
All distances are in feet. Any distances not listed are specified
under Title 5 of the State Environmental Code. All distances, whether
or not listed in this table, may be increased where, in the opinion
of the Board, an increase is required by virtue of conditions peculiar
to the site or where other Town regulations or bylaws require.
Element
|
Septic Tank
(feet)
|
Leaching Facility
(feet)
|
---|
Wetland
|
—
|
100
|
Leaching catch basin and dry wells
|
25
|
25
|
Floodplain
|
100
|
100
|
A disposal system installer's permit conforming to Section 15.019 of Title 5 and a Townsend installer's license as required in §
160-18 shall be required prior to the start of any construction in which sewage will be generated.
A. Construction of disposal areas in clean granular fill shall be permissible
under the following conditions:
(2) In no case shall excavations be allowed into impervious material
without penetrating into pervious material. Penetration must be made
beyond any soil that is organic, such as peat, loam or subsoil.
(3) Clean granular fill shall be free of all silt and fines as defined
in Title 5 of the State Environmental Code and shall have a percolation
rate of not more than two minutes per inch in its natural state and
after placement.
B. Inlet and Outlet Covers: Both inlet and outlet covers shall be equipped
with risers, so that the cover is at the grade level. All three openings
on a two-compartment tank are considered inlet/outlets and shall have
a riser to finish grade.
C. Temporary facilities.
(1) When no approved sanitary facilities exist on the site, builders
and contractors shall provide approved sanitary facilities at their
work site.
(2) These facilities shall remain on the site from the first day of operation
and until a certificate of occupancy has been issued.
(3) Each day of noncompliance shall constitute a separate fine or not
more than $50 per day.
All systems or components of systems, deemed to be in failure,
whether through Title 5 inspection or observation and reporting to
the Board by Nashoba, shall be replaced as soon as feasible.
A. The Board may impose tight tank, pumping or other requirements as
interim protective measures.
The Board of Health will review all Title 5 inspections.
A. No inspection will be deemed complete or correct until approved by
the Board.
B. No inspection report will be accepted unless the last pumping receipt/record is attached to the report to prove compliance with Townsend Board of Health Subsurface Sewage Disposal Regulation §
160-27.1A.
C. Failure to correct technical or actual deficiencies in an inspection
report within 30 days of the Board sending notice of the deficiencies
may require reinspection. The Board may require that such reinspection
be in the presence of the Board or its agent.
D. Board review of Title 5 Inspections will not occur until the administrative
review fee is paid in full. Please refer to the current Board of Health
Department Application/Permit Fee Schedule for applicable fee amount.