b. 2”
a. there are not more than 8 drains
b. a 3m head of water for 15 minutes
a. tested
c. on the downstream piping
b. 8”
b. 4”
400 + (270 x 9.1) = 2766
b. 3”
c. 2”
c. 3.6 m

b. B
a. allow for grease to separate from the discharge
c. when required by the city or municipality
b. To slow down flow through the interceptor
c. subdrainage
a. airtight cover
b. the building drain
or
c. the building sewer
d. 31.7 FUs per L/second
c. 2”
c. a wye and 1/8 bend
c. 2”
d. 450 mm minimum at 9.8 m maximum
c. 3”
2” min, max 4”
a. 15.9 GPM