Admin Order 58-16-01 - Laserfiche WebLink

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• A list of the required engineering disciplines • Basin Study and design flows • Wet well calculations • Pump and discharge calculations • Architectural and structural considerations • Site plans • Force main and valving recommendations • Electrical needs and redundant power sources • Number, make, type, and sizes of pumps • Recommendations for controls and level sensing and drives (Fixed or VFD) • Communications (Telemetry and/or SCADA) • Odor control recommendations • Specifications required • Plans required (civil, structural, electrical mechanical, P&ID's, logic, etc.) G. Service Lines Provide independent connections to the public wastewater system to all lots and parcels. Service lateral pipes within the public rights-of-way shall be a minimum of 6 inches. Private service lateral pipes located in public easements may be a minimum of 4 inches and be constructed and extended to the back of the public utility easement (PUE) with the public construction permit for the public mainline. A 6 -inch public service extending from the mainline to the property line is adequate to serve 3 lots. The extension of the public wastewater system shall be required when more than 3 residential lots are to be served by the system. Service laterals shall: • Connect into manholes wherever possible. • Connect directly to the mainline at right angles where blind connections are allowed. • Connect into a manhole where the lateral approaches the mainline at greater than 30 degrees from perpendicular. • Connect to the mainline with a manhole where the lateral is 8 -inch diameter and greater. Laterals may: • Connect to a mainline with a blind connection when the diameter of the lateral is twice the size of greater than the diameter of the mainline. • Connect into a manhole where the lateral approaches the mainline at greater than 30 degrees from perpendicular. Public Improvement Design Standards Manual, 2016 Page 2-49