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HomeMy WebLinkAbout1989-OR-11 ORDINANCE NO. 89-OR-][ AN ORDINANCE AMENDING CERTAIN PORTIONS OF ORDINANCE NO. gS-OR-51 OF THE CITY OF 3EFFERSONVILLE WHEREAS, the Common Council of the City of 3effersonville is desirous of amending said ordinance 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 amends said ordinance of which all regulations and fees shall apply henceforth throughout the city and any outlying areas connected to the collector system. Amend section 50.15 Inspections to read as follows: (B) An inspection fee of $25.00 for a residential or commercial building sewer, or $50.00 for an industrial zoned area sewer shall be paid to the city at the time the application for inspection is filed by the owner or his agent with the City Engineer's office. The applicant or his agent shall also apply for a tap-in permit at such fee as is set forth in § 50.6#, and which tap-in permit application is obtainable in the City Engineer's office. The permit application shall be supplemented by any plans, specifications or other information considered pertinent in the judgment of the Inspector. Re-inspections, if initial inspection fails, shall be paid in advance to the sewer office in the amount of $15.00. After hour inspections which are requested or made after 4:00 p.m. weekdays or Saturday, Sunday or holidays the fee will be as follows: Residential or commercial - $100.00, industrial - $150.00 and re-inspections in advance shall be $50.00. Amend Section 50.18 Use of old building sewers with new buildings to read as follows: Old building sewers shall not be used if connection to previous structure has not been used within a period of six (6) months. If within the six month period, an inspection of the old tap is made by the inspector and test made finds acceptable, fees shall be paid in accordance to Section 50.15 for appropriate inspection. Amend Section 50.19 Specifications for Construction (A) The size, slope, alignment, materials of construction of a building sewer, and the methods to be used in excavating, placing of the pipe, jointing, testing, and backfilling the trench shall all conform to the requirements of the building and plumbing code or other applicable rules and regulations of the city. In the absence of code provisions or in amplification thereof, the materials and procedures set forth in appropriate specifications of the A.S.T.M. and W.P.C.F. Manual of Practice No. 9 shall apply. // (B) The following Rules and Regulations must also be adhered to: 1. All new sanitary sewers and lift stations shall be approved by the City Engineer before construction. 2. Design must meet local, state arid "Ten States" standards. 3. All SPC-15 permits must be obtained before the City Engineer will give approval. #. The contractor shall obtain a Street Cutting Permit from the City Engineer before commencing construction. Submit preliminary plans and sketches to the City Engineer so details can be worked out before any final drawings are done. A meeting between the City Engineer~ Design Engineer and person wanting to develop the sewers will usually be needed at this point. Where gravity sewers or force main pipes wilt penetrate a flood wall, the design shall be in accordance with and a permit shall be obtained from the U.S. Army Corps of Engineers through the 3effersonville Flood Control District. 7. A one (1) year maintenance period shall be included in all construction contracts. Sewer pipe installations Section 1.1 are as follows: a. Single family dwellings only t~,, o-ring or #" glue joint may be accepted inspector's determination based on site conditions. b. Two family dwellings and up and all commercial and industrial 6" o-ring minimum. All structures connected to the city sewer collector system shall have installed backwater valves conforming to ANSI All2.1t~.l listed in appendix A of the 1987 BOCA National Plumbing Code adopted by the State of Indiana. 10. Location of backwater valves shall be installed so their working parts will be readily accessible for service and repairs by the owner. Backwater valve shall be placed up stream of required cleanout. Cleanout will be of same size as sewer line and immediately down stream of backwater valve. If backwater valve is located inside structure~ cleanout shall be located outside of structure as per plumbing code. (C) Force Mains 1. Force Main Pipe Material Force main pipe shall be polyvinyl' Chloride (PVC), SDR 21, class 200 conforming to ASTM D22t*l (latest revision). Pipe joints shall be O-ring type. 2. Pipe Laying Methods a. The force main shall have a minimum cover of two (2) feet. b. Thrust blocks of poured concrete shall be used at all vertical or horizontal deflection points. c. Backfilling shall be the same as for gravity sewers. do At creek or stream crossings~ force main shall be encased in concrete for six (6) feet each side of stream and shall not be backfilled until inspected by Engineer. A two (2) foot cover shall be maintained. e. After installation of the force main, all earth shall be seeded and strawed in accordance with the specifications. Sewer Pipe Materials a. Gravity sewer pipe~ for sizes g inch up to 12 inch, shall be polyvinyl chloride (PVC) SDR 35, meeting the requirements of ASTM D-303t~ (latest revision)~ with "O" ring type joints. b. Gravity sewer pipe over 12 inch diameter in size shall be reinforced concrete sanitary sewer pipe, 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. Sewer Pipe Sizes a. Sewer main shall be as shown on plans. Manholes a. Manholes shall be precast concrete with cast iron rung steps. Inside barrel diameter of manholes shall be four (ti) feet~ cones and collars shall be provided where required on the plans. A minimum of two (2) courses of brick, fully mortared so as to be watertight, shall be required between the cone or collar and the casting. Manholes shall have KOR-N-SEAL connectors as shown. Distance between manholes shall not exceed 350 feet. b. Manhole covers shall be cast iron conforming to Neenah Foundry Co.~ R,1772-A with Type A Self Sealing machined lid. c. ~oncrete for manhole bases, pavement patches and miscellaneous repairs shall be Portland Cement Concrete containing five (5) bags of cement per cubic yard of concrete and which shall achieve a compressive strength of 3000 psi in 28 days. Pipe Bedding and a. All pipe shall Backfill be bedded on four (#) inches and covered by eight (8) inches of Indiana No. 11 crushed limestone. This provision for all PVC applications. Where pipe is installed in earth areas, not immediately adjacent to a street or road~ the remainder of the trench shall be backfilled with selected earth materials, humped over the trench to allow for settling. Where pipe is installed in a graveled area~ the remainder of the trench shall be backfilled with bank run sand to a point eight (8) inches below original grade and then filled with Indiana No. 73 crushed limestone to original grade. Where pipe is installed in an asphalt paved area~ the remainder of the trench shall be backfilled with bank run sand to a point ten (10) inches below original grade. The trench shall then be trimmed back six (6) inches along each side and backfilled with 3000 psi concrete to a point one (1) inch below original grade. After all construction is complete, the trench shall be cleaned and primed and paved with Hot Asphalt Concrete, Surface type, to be flush with the surrounding area. All patch seams shall be saw cut only~ cut smooth and straight and tared. Where pipe is installed in a concreted area, the remainder of the trench shall be backfilled with bank run sand to a point nine (9) inches below original grade. The trench shall then be trimmed back six (6) inches along each side and filled with 3000 psi concrete flush with original grade. All patch seams shall be saw cut only~ smooth and straight. All cutting of trench in existing asphalt or concrete pavements shall be done with a saw only to provide a straight~ smooth ioint when new paving is done. When sand backfill is used in any case, it shall be compacted by mechanical means or by jetting or puddling. Infiltration a. Infiltration or outward leakage of any section of the constructed sewer shall not exceed 200 gallons per inch of sewer diameter per mile per day. b. Infiltration tests and pressure tests shall be conducted by the Contractor with the assistance of the Engineer. The City shall be notified when tests are to be run, 24 hours in advance. co Sections of sewer exceeding the test limits set out in "a" above shall be replaced or repaired by the Contractor without additional cost to the owner. Property Services a. Property services shall be constructed and located as shown on the plans. b. The Contractor shall connect all laterals to the sewer main with a "Wye" fitting, not a "Tee". c. Every unused p~operty service shall be stoppered watertight and shall be marked for future connection by tying a length of brightly colored plastic rope to the end of the property service and extending the rope through the 'backfill to the surface of the ground. d. The Contractor shall install, as close to the house as possible, a backflow preventer and immediately down stream a cleanout in all installations. Sheeting a. The Contractor shall use sheeting of the sewer trench where it passes dose to a house or other structure. Waste Material a. Waste earth material shall be disposed of by the Contractor. (D) Site Work - Sanitary Sewers 50.22 Repair and/or Replacement of Existing Lines All structures that repair or place sewer lines from structure to main line of the City of ]effersonville collector system shall bring said line to standards set forth in Section 50.19 (B) and pay inspection fees in accordance to Section 50.15. Amend Section 50.64 Sewer Tap Fees to read: 1. A tap charge of $500.00 shall be levied against each lot, parcel of real estate, or building, residential (single family) in natured that hereafter connects with the city sewer system. 2. In the event that a sewer connection is made from a lot, parcel of real estate~ or building, which is within the boundaries of a subdivision which has been approved by the Building Commissioner and the Plan Commission of the city and which meets all the qualifications for a subdivision within the city, and in which the developer of the subdivision has installed all of the appropriate sewer pipes, drains~ attachments, and other necessary items within the subdivision and the subdivision lies within the city limits of the city, the tap charge shall be $300.00. The tap charge and connection charge levied against, such property shall be due and payable in full on the date construction of such sewer begins. The owner of any parcel (other than those pieces described above located in a subdivision) may make written application to the Board of Public Works and Safety at the time of the construction of the sewer, and may be granted by the Board the privilege of paying the total charge of $500.00 in ten equal annual installments of principal with interest at the rate of 8% per annum on the unpaid balance. In the event that such deferred payment plan is accepted by the Board of Public Works and Safety, the sum of $50.00 shall accompany the application along with appropriate inspection fee and the remaining annual payment of the principal shall be in the amount of $50.00 each to which shall be added in each case interest on the outstanding balance. The subdivision tap-ins ($300.00 tap-ins) shall not be eligible for this deferred payment plan. In the event the tap charge or connection charge is not paid as required, such charge shall be collectible in the manner provided by statute. Further, to be eligible 4:or this rate of $300.00, tap must be applied for by the developer of said subdivision and paid by developer, and inspection fees. Tap fees from multi family (duplex) shall be $600.00, over two family (duplex) shall be an additional $25.00 per unit up to ten units. After ten units, each unit shall be $10.00 each, plus inspection fees. 5. Tap fees for commercial shall be $800.00 for each tap, plus inspection fees. 6. Tap fees for structures in industrial zoned areas shall be $1,000.00 for each tap, plus inspection fees. After section 50.99, insert documents attached. MANHOLE RIM-NEF..JqAH FNDRY. CO. NO. R'IO?7-A wITH TYPE "ii" MACHINED =INISH GRADE BRICK ° COLLAR I I TO BE ?.'t0"1 $000 PRECAST CONCRETE ECCENTRIO CONE TYPE ONLY AND SIAGGERED AT I~'~ ON THE VERTIC~ SI~ ~ CONE ~D 4~0" DIAMETER RE.ST CON~ETE , HEIGHT VAm~ - I I · I *%~ : :' WITH SEWER MIN. ~ 4 INCHES IND. N~ "P RECAST' REIN FORGED ~ LI~ , CONCRETE BASE ~PE "B" ~ITARY SEWER MANHOL~ l,r91,q MA, I,d~K&I: CE'A! THAN' 'J,D'DtEP HED GRAD~ gE lNG IN L K RUNG ONLY ANJ~ ~[JqEO AT IA O,G. NEIOHT 'VARIrJ --,~1 llANHOCE (:NM A '4 INCH[ ~-O LI M(3i~I( DIA. pRECA.,qT GONG.qL'I'E ~ARR[I. ALI. ¢C~C::ET[ TO BE SOOO P~I ., ! ,VARIABI.E WITH IRWIN ORAI~ P~ECAgT REINFORCED ~ONC. ~FOR MANHOl~q LEgS THAN 7.$' DEEP TYPE "C" SANI~ 8~ER M~HO~, pRECAST MANHOLE WITH KOR*'N' SEAL O~ EGUAL GAqK[T TIGHT $tUPPLH iN // THE END ~ SLOPE I'/i, EXCEPT AS OTHERWISE PERMITTED BY~- TYPICAL LATERAL' This Ordinance shall be in full force and effect upon its timely passage, promulgation and approval by the Mayor and publication in accordance with the law. Passed and adopted by the Common Council of the City of 3effersonville, Clark County, Indiana, on the ~ day of //~q. _~ ~ , 1989. ANTHONY W. HARROD PRESIDENT, COMMON COUNCIL ATTEST: Presented by me as Clerk-Treasurer to the Mayor of said City of 3ef~ersonville this ~ day of ~/~~ , 1989. C. RICHARD SPENCEr, 3R. CLERK-TREASURER signed by me this ~ day of This Ordinance approved and DALE L. ORE~c ~