No person, other than an authorized employee of the Village,
shall make any connection with, uncover, alter or disturb a Village
sewer, or open any manhole, intercepting chamber, or any appurtenance
thereof without first obtaining a written permit to do so from the
Village, and no person shall make any connection or opening into any
sewer, the flow of which is directly or indirectly discharged into
any Village sewer, without first obtaining a written permit to do
so from the Village. (See Appendix #2.[1])
[1]
Editor's Note: Appendix 2 is on file in the Village offices.
A.
Issuance of sewer extension permits shall be initiated by an application
for a construction permit. The application shall be made on the forms
provided by the IEPA, shall be fully completed by the applicable persons
or parties, and shall be accompanied by a set of plans, specifications,
and any other information as may be required by the Village.
B.
Plans and specifications shall be prepared by a registered professional
engineer, and approval thereof must be obtained from the Village and
IEPA.
C.
If the application is in proper form, and the sewer extension indicated
therein appears to be in accordance with this Part 4 and all state
and federal requirements, the Village shall issue the permit for construction
of the sewer. If otherwise, the application for a permit shall be
denied by the Village. There shall be no fee charged for sewer extension
applications or permits.
D.
If the application is denied by the Village, the Village shall state
the reason or reasons therefor in writing, mailed or personally delivered
to the applicant. The applicant shall have the right to amend such
application in conformity with the reasons given for denial, and resubmit
it to the Village for further consideration.
E.
All permits issued under this Article V shall have an expiration date of two years after the date of issuance. Any sewer not constructed prior to the date of expiration shall have a new application submitted and a new permit issued prior to its construction.
F.
The applicant for the permit shall furnish a corporate surety bond
in an amount 1 1/2 times the cost of the contemplated work for
which the permit is to be issued.
All sewer extensions shall be constructed of the following materials:
A.
Sewer pipe with diameters eight inches and larger shall be one of
the following:
A.
Construction of the sewer shall be inspected under competent supervision
supplied by a registered professional engineer, and upon completion
of construction, accurate detailed plans as constructed ("record drawings")
shall be certified and submitted by the professional engineer to the
Village before any applications for building sewer permits are filed,
all at the expense of the owner. These plans shall show all elevations
as installed as well as accurate measurements showing the locations
of service connections. The engineer shall also submit a certified
statement showing the source, place and volume of foreign waters.
B.
All sewers shall be subjected to:
(1)
A lamp test, which shall provide that from one manhole to another
at least 1/2 of the pipe end area shall be visible.
(2)
An infiltration or exfiltration test with acceptable allowance
of 200 gallons per day per inch diameter per mile.
(3)
Under special circumstances, when approved by the Village, air
pressure testing with allowance to be specified by the Village.
C.
When any sewer line fails to pass the infiltration test, the exfiltration
test, or an air pressure test, the sewer line shall be televised in
the presence of the Village's representatives to determine points
of faulty construction. The owner shall repair all defects; the method
of repair shall be subject to the approval of the Village. (See Appendix
#5.[1])
[1]
Editor's Note: Appendix 5 is on file in the Village offices.
Manholes shall be installed at all changes in grade and/or direction
and at distances not greater than 400 feet apart. All manhole covers
shall be watertight and self-sealing, incorporating an "O" ring gasket.
All covers shall have concealed pick holes. Where manhole covers may
be subjected to frequent and extreme submergence, additional watertightness
shall be ensured by using bolt-down covers.