A. 
Every improved property required by Chapter 245, Article III, Sanitary Sewers in Subdivisions and Land Developments, of this Code of Ordinances to be connected to the sewer system and all other properties connecting to the sewer system shall have a connection to said sewer system in the manner provided herein.
B. 
All connections to the sewer system and all building sewer work shall be subject to inspection and approval by representatives of the Authority and the Administrator.
A. 
All building sewer lines shall be made of the following materials:
(1) 
Medium weight cast iron soil pipe coated or uncoated joined by lead and oakum, or neoprene rubber typton type gasket. No-hub with stainless steel banks shall be used only when all of the above methods of joints will not work. (For instance, when the connection of two solid ends are to be jointed.) Also, all joints in the building sewer shall be watertight and solid; or
(2) 
PVC Schedule 40 pipe. Schedule 40 pipe shall have cement seal joints with primer.
B. 
Double vent type traps shall be of Schedule 40 PVC. Schedule 40 PVC riser pipes are to be terminated at 12 inches above finish grade or higher.
C. 
Building sewer six inches in diameter and larger may be of approved extra strength vitreous clay pipe. Joints shall be wedge lock or O-ring type.
D. 
When a building sewer is laid in a driveway, riser pipes shall be terminated by the use of adjustable "vent-stratt box units."
E. 
Sewer lateral joints shall be made by the use of "Fernco Donut" or equal made to join PVC gravity sewer pipe six inches by four inches. The donut shall be O-ring #FR64 by Fernco or equal or six-inch by four-inch Fernco Coupling.
A. 
All pipe used for building sewer hook-up shall be required to be laid in a trench that has a base of stone dust, 2B or 2 R.C. with a minimum thickness of six inches under the pipe. It shall then be backfilled with a minimum of six inches over the pipe with the same material used for the base.
B. 
For trenches less than four feet deep in a traveled roadway or driveway, special bedding No. 2B or 2 R.C. shall be used as an underlayment and backfill to the top of the trench.
C. 
Any future hook-ups that require cutting of a new lateral to the trunk line shall require the same backfill as described in Subsection B, above.
D. 
Where ground conditions are poor due to ground water or subsurface materials, a base of No. 2B or 2 R.C. crushed stone with a base of at least six inches in depth shall be applied.
E. 
Where a rock is encountered, it shall be excavated to a depth of six inches below the bottom of the pipe and the trench refilled to grade line with clean and tamped earth or crushed stone.
F. 
When the building sewer shall continue through an existing septic tank, it shall be pumped empty by a qualified tank cleaner. It shall then be backfilled with crushed stone Type No. 2B or 2 R.C. If any other part of the septic system is encountered, the trench shall be constructed in accordance with Subsection D, above.
G. 
Cleanouts are required at a maximum of 75 feet intervals and shall be brought level or above grade. Termination shall be made by the use of solid covered outlets. Sanitary tees should be used as a cleanout fitting which will enable the sewer line to be cleaned both ways.
H. 
The building sewer shall be installed from the point of connection at the building to the connection at the sewer lateral in the manner shown on Exhibit A attached hereto and made a part hereof.[1] To the extent the installation methods described in this section are inconsistent with Exhibit A attached hereto and made a part hereof, the installation methods shown on Exhibit A shall govern.
[1]
Editor's Note: Exhibit A is included at the end of this chapter.
I. 
In the case where the improved property being connected to the sewer system is also connected or to be connected to a public water system the installation method for the building water connection and the meter shall be in accordance with Exhibit A.
J. 
Under no circumstances shall surface or rainwater, rain downspouts or cellar drains be entered into the sewer system. If anyone permits such entry, such person shall be subject to the penalties provided for the violation of this Code.