The applicant shall provide adequate water supply to service his proposed development. The reviewing board shall determine, with the aid of its professional staff, the quality, quantity and water pressure to be adequate to provide potable water to those who will utilize the proposed development and properly supply water pressure as a safeguard against fire.
Where water is accessible from a servicing utility, the developer shall arrange for the construction of water mains in such a manner as to make adequate water service available to each lot, dwelling unit or use within the development. The entire system shall be designed in accordance with the requirements and standards of the Township, county and/or state agency having approval authority and shall be subject to their approval. The system shall also be designed with adequate capacity and sustained pressure for present and probable future development.
Where public water is not available, potable water supply shall be provided to each lot on an individual well basis. Such wells shall be designed in accordance with the requirements and standards of the Township and/or state agency having jurisdiction.
Where water distribution systems are installed outside streets, easements or rights-of-way shall be required in accordance with Article 29, Easements.
In general, the following policies shall be followed in determining the size of water mains:
A. 
Lines whose primary function is and will be to serve adjacent property will be eight inches.
B. 
Lines which serve as feeder lines to several other streets should be eight inches and should be laid out to provide loops with other lines which enclose areas of not more than 1/4 square mile.
C. 
Lines which provide the main feed from present or future sources of supply or storage shall be 12 inches or larger and shall be laid out so as to form loops with other lines which enclose not more than one square mile.
D. 
Lines whose only purpose is to serve abutting properties and to which there is no fire hydrant connected and which do not serve more than four residences shall be eight inches in diameter if specifically approved by the Township Engineer and Department of Public Works Director.
E. 
In general, criteria affecting valve and hydrant locations shall be that not more than one hydrant is affected by shutting off any one section; hydrants are located within 600 feet along street lines of any property in the subdivision; not more than three valves are necessary to shut off any one section; and the number of homes affected by shutting off any one section shall be limited to approximately 25.
F. 
The Board of Fire Engineers shall review and approve the water main and hydrant locations, prior to final approvals of any sections.[1]
[1]
Editor's Note: Original Ch. 16.100, Traffic Impact Report, which immediately followed this section, was repealed 11-16-2006 by Ord. No. 18-2006. See now § 310-11-3, Traffic impact statement.