dficker
Civil/Environmental
- Mar 3, 2005
- 13
the perils of storm sewer design in the urban setting:
Whats the absolute minimum clearance between an existing 12" Cast Iron Class 22 water main and storm sewer. The storm sewer will most likely be a 48" inner diameter corrugated plastic pipe. I can get about 6" clear, can I encase the water main or should I encase the storm sewer?
or do I have to reloc the main?
(Btw the diameter specified for the CI pipe is the nominal Inisde Diameter or is the Outside Diameter?
Whats the absolute minimum clearance between an existing 12" Cast Iron Class 22 water main and storm sewer. The storm sewer will most likely be a 48" inner diameter corrugated plastic pipe. I can get about 6" clear, can I encase the water main or should I encase the storm sewer?
or do I have to reloc the main?
(Btw the diameter specified for the CI pipe is the nominal Inisde Diameter or is the Outside Diameter?