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3. Pipeline Crossings and Clearances. - wsscwater.com
www.wsscwater.comPart Three, Section 3. Pipeline Crossings and Clearances COMMON DESIGN GUIDELINES 2015 C-3.4 a) If both pipelines are 36-inch and smaller diameter, provide a minimum of twenty (20) feet
Unregulated Contaminant Monitoring Rule - wsscwater.com
www.wsscwater.comUnregulated Contaminant Monitoring Rule 4 Manganese 26 µg/Lb 0.4 300 Manganese 4.5 µg/Lb 0.4 300 NOTES a Water treatment plant finished water sample b µg/L = parts per billion (ppb). The equivalent of one minute in 2,000 years or one penny in $10 million
24. Force Main Design. - wsscwater.com
www.wsscwater.comPart Two, Section 24. Force Main Design SEWER DESIGN GUIDELINES 2008 S-24.4 ductile iron pipe. d. Appurtenances and Structures. 1) Air release, and air and vacuum valves, see requirements under Part Two, Section 26 (Air Valves)