cvg,
service saddle will be 5' below grade (existing main). I can't change this.
From the service saddle, the 2" service will go over an existing 24" sewer force main then down again 5' below grade. A 3' high point will be created.
When I clean my pool I create a 3.5' to 4' high point in...
local water company won't allow manual valve box within 10' of sewer main; therefore, valve box will be 10'+ away from high point. My concern is that cold air will freeze valve and/or pipe leading to manual valve box since it's 10' away from high point.
A condo development has a 2" water service. Service needs to go over a 24" sewer forcemain (water company requirement); therefore, the service will have a high point where air can collect. The high point will be about 3' high. I don't want to install a blow off at the high point since our...
I'm trying to find a documented source/design manual for determining the minimum cover for a 2" copper water service (type K). I'm not concerned with frost, only traffic loadings. Copper.org states 1" copper can be placed under 1.5" of bituminous pavement for snow removal systems as long as...