I am working to get the...

In the calculation section of the guide it says that we need to have the rainfall event interval to calculate the minimum drawdown rate.To what is this event interval refers to? is it the maximum...

We plan to use storage tanks for rainwater collection, then re-use the water in our cooling tower and possibly toilets. Do i need to meter the outflow to the tower, or is it even necessary to...

Does anyone know how a field covered with solar panels would factor into the stormwater calculation? My though is that rainwater would run off of the pv arrays onto the ground and might have a...

I am wondering if we can leave the sections below blank on the Stormwater Inspection Checklist due to only having large open turf/landscape areas and no retention ponds (we have ponds, but these...

I've been reading the EB&OM stress test, and felt confused about the "You may get dirty" factor in SSc6. Does it mean if I achieve this credit, it will have a negative environmental impact on...

I am trying to verify that the cisterns on site release stormwater quickly enough to capture 2-year 24-hour design storm events by calculating the minimum drawdown rate. However, I cannot figure...

I see that equation 3 in the reference manual performs the calculation for Q, the peak runoff rate, but I do not see how this value is used to calculate the amount of water retained on site....

I am not seeing a default coefficient for pervious concrete or grid pavers. Can you use half of the default for pavers?

My project is pursuing Option 1, stormwater assessment report, of the Full documentation option of the O&M submittal path (what a mouthful!) of SSc6.
The site was designed to infiltrate...