2004-12-07 P & Z Packet - Laserfiche WebLink

Home Browse Search

Effective: 2/11/77 City of Centerville Ord. #30 thoroughly compacted with M.H.D Class 5 gravel base compacted to 100 percent maximum density in 6 inch layers. The base shall be treated and a surface installed in accordance with the Ordinances of the City of Centerville and match existing road section. · Unsatisfactory Filling Or Repair Of City Streets Or Right-Of-Way: Where excavations are unsatisfactorily filled and or surfacing is improperly patched, the City Council shall cause them to be placed in a satisfactory condition and the cost thereof shall be charged to such plumber doing further work within the City shall be suspended until such charge is paid. Such plumber shall be given notice thereof and ten (10) days within which to pay such charge. SECTION 12. CONSTRUCTION REQUIREMENTS. All building sewers and sewer service lines shall be of approved cast iron soil pipe, or plastic pipe of a type approved by City Engineer. All joints or connections for approved pipes shall be made in a manner and kind approved by City Engineer and kept on file with City Clerk. Individual service lines shall not be less than four (4) inches in diameter and shall be placed at a uniform grade not less than one-eighth (1/8) of an inch per foot. Building sewer lines shall contain no more than two (2) ninety (90) degree long sweepbends or a combination of forty-five (45) degree bends. A cleanout to the surface shall be provided between the first and second ninety (90) degree bend. Each lend and cleanout riser and cover shall be of cast iron construction or of type approved by City Engineer. Cleanouts shall be at intervals not to exceed eighty one hundred (8G100) feet. No connecting sewer shall be laid parallel to any bearing wall or footing unless further distant than three (3) feet from such bearing wall or footing. No connecting sewer shall be laid within (20) feet of an existing well uDless cast iron soil pipe is used. Multiple connections of more than one (1) building shall not be made unless approved by City Engineer. No inter-connection of existing private sewage system shall remain upon connection to the public system. Upon completion of sewer service connection, a record made by Plumbing Inspector showing placement of building sewer line and all outside cleanout risers as related to building foundation and sewer service line shall be filed with City Clerk. Old house sewers or portions thereof may be approved for use by the City Engineer. The City Engineer may request that the old sewer be excavated for the purpose of facilitating inspection. No house sewer shall be laid across or over any existing cesspool or septic tank unless the existing cesspool or septic tank shall first be pumped clean and filled with earth to the existing ground level. Where connecting sewer is laid, across or over the existing cesspool or septic tank. All other cesspools or septic tanks shall be pumped clean and filled with earth to ground level unless said tanks are required as portion of surface water drain system as approved by Plumbing Inspector . The sewer connection stub is marked by a two inch by two inch wood stake to the surface. The sewer installer should verifY the location and elevation of the connection before proceeding with Page 6 of9