(A) Sanitary sewer system. All development shall provide for the collection of sanitary sewage discharges in accordance with all federal, state and local regulations; specifically, Chapter 13 Water and Sewer Regulations of this Code.
(1) Sewage systems shall be connected to either the village's combined waterworks and sewerage system or Wheaton Sanitary Sewer District's sanitary sewer system. The particular system, and any variations, shall be done in accordance with the Chicago Metropolitan Agency for Planning's Facility Planning Area Procedures Manual and Amendment Application.
(2) Any proposed connection or extension of the sanitary sewer system of the Wheaton Sanitary District shall obtain a permit from the same before approval is provided by the Village Engineer.
(3) Any proposed connection or extension of a sanitary sewer system shall obtain a permit in accordance with 35 Ill. Adm. Code 309.202 before approval is provided by the Engineering Services Director.
(4) The design, materials, installation, and testing of any proposed connection or extension to the village's sanitary sewer system shall be in accordance with the 35 Ill. Adm. Code 370 and the Standard Specifications for Water & Sewer Construction in Illinois, 8th Edition (SSWSC), except when modified by the following requirements and the village's Manual of Design Standards and Construction Specifications of the Engineering Services Department.
(5) All sewers that will be privately maintained shall be covered by the village's "Onsite Utility Maintenance, Right of Entry and Hold Harmless Agreement".
(B) Water distribution system. All development shall provide for a complete potable water and fire protection distribution system in accordance with all federal, state and local regulations; specifically, Chapter 13 Water and Sewer Regulations of this Code.
(1) The design, materials, installation, and testing of any proposed connection or extension to the village's water distribution system shall be in accordance with the 35 Ill. Adm. Code 653 and the Standard Specifications for Water & Sewer Construction in Illinois, 8th Edition, except when modified by the following requirements and the village's Manual of Design Standards and Construction Specifications of the Engineering Services Department.
(a) The proposed distribution system shall be sized to supply all present and future needs based on the anticipated use of the subject development.
(b) The design shall consider the affect that the anticipated movement of water will have on the water's age and quality. Additional measures may be required by the Engineering Services Director in cases where there may be a concern unless additional information is provided to the satisfaction of the Engineering Services Director.
(c) The minimum depth of bury (cover) shall be five-and-one-half feet.
(d) System, shut-off valves shall be in approved enclosures and spaced along a main no further than 800 feet apart. Shorter spacing may be required in order to reduce the number of service lines interrupted when isolating the water main.
(e) No more than three system shut-off valves shall be necessary to isolate a main.
(f) Fire hydrants shall be installed on water mains in the dedicated right-of-way at maximum intervals of 300 feet in a direct line.
(g) Each service line shall be equipped with its own shut-off valve and enclosure.
(2) All water main and its appurtenances (including valves, enclosures, fire hydrants, etc.) that will be privately maintained shall be covered by the village's "Onsite Utility Maintenance, Right of Entry and Hold Harmless Agreement".
(Ord. 2021-05-15, passed 5-3-2021)