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Section 1003.4.2.2 of the 2018 IPC calculates the oil separator capacity based on "the area to be drained."
Do you calculate only the sloping floor area adjacent to a trench drain, say 4 ft on either side, or do you include the flat areas at each repair bay as well?
I have always used the entire floor area of the service bays, whether flat or level. On a current project, a 2,000 gallon separator will be required. By using only the sloping floor surfaces, we can get away with a separator probably half the size. There will be hose reels, so I imagine the entire floor can or will be washed down, even if they need to squeegee the water to the drains.
Thanks in advance.
Do you calculate only the sloping floor area adjacent to a trench drain, say 4 ft on either side, or do you include the flat areas at each repair bay as well?
I have always used the entire floor area of the service bays, whether flat or level. On a current project, a 2,000 gallon separator will be required. By using only the sloping floor surfaces, we can get away with a separator probably half the size. There will be hose reels, so I imagine the entire floor can or will be washed down, even if they need to squeegee the water to the drains.
Thanks in advance.