StickyStick
Civil/Environmental
- Nov 29, 2006
- 2
Question!:
I am looking at running a water line to a site that contains two buildings which are split into eight units. Each unit requires a seprate water and sewer service. So, there is a 6" DIP "main" line coming into the site, with 2" (for now) water service lines into each unit.
The question arose that IF they decide to sprinkle one of the buildings, the service sizes would change from 2" to something larger. THEN, would a 6" main line be able to support the increased fire flow?
I learned from the City that the static pressure of the main, just outside the property, is 60 psi. The total length of the 6" line is about 300'.
Any opinions/advice on this would be much appreciated!
I am looking at running a water line to a site that contains two buildings which are split into eight units. Each unit requires a seprate water and sewer service. So, there is a 6" DIP "main" line coming into the site, with 2" (for now) water service lines into each unit.
The question arose that IF they decide to sprinkle one of the buildings, the service sizes would change from 2" to something larger. THEN, would a 6" main line be able to support the increased fire flow?
I learned from the City that the static pressure of the main, just outside the property, is 60 psi. The total length of the 6" line is about 300'.
Any opinions/advice on this would be much appreciated!