HomeMy WebLinkAbout1994-OR-27ORDINANCE NO. 94-OR-,a~_~.
AN ORDINANCE AMENDING CERTAIN PORTIONS OF ORDINANCES
NO. 85-OR-51 & 89-OR-11 OF THE CITY OF JEFFERSONVILLE
WHEREAS, the Common Council of the City of Jeffersonville is desirous of
amending said Ordinances in the best interest of the wastewater collector system in the
City and related areas connected to that system as to proper function and maintenance.
NOW THEREFORE, BE IT ORDAINED by the Common Council of the City of
Jeffersonville that to the extent that Ordinances 85-OR-51 and 89-OR-11 are inconsistent
with the regulations set forth below that they be amended. Said amendments shall apply
henceforth throughout the city and any outlying areas connected to the collector system.
SECTION 50.15 INSPECTION FEES:
An inspection fee of $,25.00 for residential and commercial building sewers,
or $50.00 for an industrial zoned area sewer shall be paid to the city at the
time the application for inspections is filed by the owner or his agent with
the Utilities Director's office. The applicant or agent shall also apply for a
tap-in permit at such fee as is set forth in Section 50.16. The tap-in permit
is obtainable in the Utilities Director's office. (Re-inspections), if the initial
inspection fails, shall be paid in advance to the Sewer Department in the
amount of $25.00.
For inspections which are made or requested to be made after 4:00 p.m.
Monday thru Friday, and all hours on Saturday, Sunday or holidays; the fee
will be as follows: Residential or commercial - $100.00; Industrial -
$150.00; and Re-inspections required under this paragraph "B" shall be
$50.00 in advance.
SECTION 50.19 SPECIFICATIONS FOR CONSTRUCTION:
B-2 Design shall meet local and state standards.
For single family residence only: Four-inch "O" rings or four-inch glue
joints may be accepted at the inspectors, determination based on site
conditions; using either SDR 35 or SCH 40 PVC or equal.
8-b
For two family dwellings and up, and all commercial and industrial
development: six-inch "O" rings minimum. SDR 35 or SCH 40.
9-a All structures connected to the city sewer system shall have installed
backwater valves conforming to ANSI - A112.14.1 listed in appendix A of
the 1990 BOCA National Plumbing Code adopted by the State of Indiana.
Exception to Section 50.19 - 9(a) Backwater valves
Any structure involved With the replacement or repair of an existing sewer
line may omit having to install a backwater valve at the discretion of the
Building Commissioner or his representative.
11.
A set of as built drawings shoWing sewer tap locations and sewer mains
shall be sent to the Waste Water Treatment Plant office and to the Building
Commissioners office.
Force Mains
Backfill shall be appropriate for the existing site conditions, as determined
by the City Engineer.
Site Work Sanitary Sewers
Sewer Pipe Materials:
Gravity sewer pipe for sizes four-inch (4") up to eighteen-inch (18") shall
be polyvinyl chloride (PVC) SDR 35 or SCH 40 or equivalent meeting the
requirements of ASTM 3034 D (latest revision).
Gravity sewer pipe over eighteen-inches (18") diameter shall be reinforced
concrete sanitary sewer pipe (RCP) Class II, meeting the requirements of
ASTM C76 (latest revision), with ("O") ring type joints. Class III pipe shall
be used under streets and roads.
Manholes:
Manholes shall be precast concrete with polyethylene coated steps or
equivalent. Inside ban-el diameter of manholes shall be four-feet. Cones
and collars shall be provided where required on the plans. Manholes shall
have KOR-N-SEAL connectors as shown. Distance between manholes shall
not exceed four hundred feet (400').
Pipe bedding and backfill:
All PVC pipe shall be bedded on four-inches and covered by four inches of
Indiana No. 11 or No. 9 rock no larger than one-half inch (1/2"). Stone size
for bedding and backfill when using RCP pipe may be increased at the
discretion of the City Engineer depending on pipe size, weight and viewing
trench soil conditions.
g. When sand backfill is used for any installation it shall be compacted by
mechanical means or by jetting, puddling or tamping.
SECTION 50.22 REPAIR AND/OR REPLACEMENT OF EXISTING LINES:
The property owner shall be responsible for all costs incurred to repair or
replace sewer .lines all the way into the City Collector System. Said lines
shall be installed to standards set forth in Section 50.19(b) and pay
insPection fees in accordance with Section 50.15.
In older sections of the city, "Y-Taps" may be repaired or replaced at the
discretion of the inspector or representative of the Building Commissioner
or City Engineer.
SECTION 50.23 NOTICE FOR INSPECTION:
The owner or the contractor shall notify the responsible party when the
sewer is ready for the inspection and connection to the public sewer, prior
to backfilling. The connection shall be made under the supervision of the
inspector or his representative.
WHEN NECESSARY~ TWENTY-FOUR HOUR NOTICE FOR
INSPECTION MAY BE REQUIRED.
TYPICAL LATERAL ILLUSTRATIONS
PLAN VIEW
_ELEVATION VIEWI
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This Ordinance shall be in full force and effect from and
after
its passage and approval.
Passed this ___~___ day of ____~- ....
1
STEVEN R. STEMLER
PRESIDENT~ COMMON COUNCIL
ATTEST:
City
Presented by me as Clerk and Treasurer to the Mayor of said
of Jeffersonville this ___~__ day of ___~_~., ...... _/~ 1994.
CLERK AND TREASURER
This Ordinance
199~.
approved and signed by me this __4-
MAYOR
day of