Ohio Admin. Code 3701-28-13 - Construction and surface design of springs
(A) Water obtained from a spring construction
shall be continuously disinfected and filtered as prescribed in rule
3701-28-15 of the Administrative
Code.
(B) The location of the
spring shall be at a point free from flooding and, in addition to the
requirements of rule
3701-28-07 of the Administrative
Code, shall comply with the following:
(1)
The area surrounding the spring to a distance of fifty feet downslope and two
hundred feet upslope or to the crest of the slope shall be under the control of
the private water system owner through ownership of the land or an easement and
shall not be used for any activity that may contaminate the spring.
(2) The spring outlet shall not be located in
a one-hundred year flood plain.
(C) A diversion ditch shall be located on the
uphill side of the spring to divert surface water away from the spring
construction. The discharge from the diversion ditch shall be a minimum of
twenty-five feet and downslope from the spring.
(D) The spring box shall be built with
substantial and watertight walls of concrete or
other suitable material as approved by the department. All concrete
tanks shall be made of materials and constructed in accordance with ASTM
specifications
specification C 913-2016.
or approved by the
department. All plastic or fiberglass tank materials shall meet NSF
standard 61-2016 or approved by the department.
All joints, connections, and other seams between component parts shall be
sealed with nontoxic waterproof material that meets NSF standard 61-2016 or approved by the department.
(E) The spring box shall be provided with a
watertight, secured cover. Manholes, if provided, shall be a minimum of
twenty-four inches in diameter for concrete tanks and
eighteen inches for plastic tanks.
and
Manhole covers
shall have a watertight curb with edges projecting a minimum of eight inches
above the level of the surrounding surface. The edges of the manhole cover
shall overlap the curb and extend downward a minimum of two inches. The spring
box cover or manhole cover shall be provided with locks, bolts, or equivalent
means to minimize the danger of contamination, accidents, and unwarranted
entry.
(F) A gravity drain or
powered sump system shall be provided for the purpose of cleaning the spring
box. The drain system shall be protected from freezing and be screened to
prevent the entrance of insects, rodents and aquatic life.
(G) The spring box shall be provided with a
screened overflow pipe located slightly below the maximum water level
elevation. The overflow pipe and any other openings shall be constructed and
protected with noncorroding fly screen or guards with a maximum opening of one
quarter of an inch, so as to prevent the entrance of animals, insects, or other
contaminating material.
(H) The
inlet pipe to the spring box shall be located higher than the drain outlet and
shall be screened.
(I) Pipe used to
intercept spring discharges and shallow ground water of ten feet or less below
the ground surface shall be made of material suitable for potable water that
meets ANSI/NSF
NSF standard 61-2016 or
materials approved by the department for potable water.
(J) All joints, connections, and other seams
between component parts of the spring construction shall be sealed with
nontoxic waterproof material that meets ANSI/
NSF
NSF standard 61-2016 or materials approved by the department to
prevent contamination or the entry of unwanted water.
(K)
All new,
repaired, or altered spring boxes shall be disinfected with chlorine or other
disinfection products authorized by the director to reduce contamination after
construction, installation, alteration, or repair prior to water being removed
for human consumption.
(K)
(3) The following
start up disinfection procedures apply to spring boxes:(1)
(a) All loose debris,
sediment, mineral encrustation and bacterial slime shall be removed from the
spring box prior to disinfection.
(2)
(b) A solution of
two hundred fifty milligrams per liter of
chlorine shall be prepared in a storage container. The quantity of solution
prepared shall be of sufficient volume to disinfect the entire spring box and
all related storage or pressure tanks, existing plumbing and attached
fixtures.
;
or
(3)
(d)
This solution shall be used to thoroughly rinse all sides of the water storage
tank and/or spring box. The solution shall then be circulated through the water
supply system distribution lines.
(1)
The registered private water systems contractor
performing the construction, installation, alteration, or repair shall
disinfect the private water system according to this rule at the time of
completion of the portion of work performed by that person.
(2)
The owner of the
private water system shall provide access to the system to ensure that the
entire private water system, including the plumbing and all related fixtures
are disinfected in accordance with this rule prior to placing that private
water system into service.
(c)
A solution of two hundred fifty milligrams per liter of
chlorine shall be prepared in a storage container and thoroughly sprayed on all
surfaces of the tank for a period of fifteen minutes.
(L)
All springs that
are no longer being used as the primary water source as a private water system
shall be decommissioned in accordance with paragraph (D)(7) of rule
3701-28-17 of the Administrative
Code.
Notes
Promulgated Under: 119.03
Statutory Authority: 3701.344
Rule Amplifies: 3701.344
Prior Effective Dates: 01/01/1981, 01/01/2000, 04/01/2011
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