I'm looking at an old stormwater report for a site. The pond was apparently modeled using POND-2 Version: 5.20 S/N (so it says on the top of the calc results). Does this program sound familiar to anyone? This isn't TR55 is it?
I'm working on a project where we will be providing storm water detention within a proposed storm sewer. Does anyone have any idea on how to calculate stage storage within a storm sewer pipe? The storm sewer will have different diameter pipe. Do you have to run a separate stage storage tabel...
generally, what's the difference between a cut-in and pressure connetion. is a valve vault typically required for a cut-in connection (VV is typically required for a PC). also, how do you typically call out a cut-in (simply "proposed cut-in connection")?
when connecting a gravity (sanitary) sewer to an existing sanitary sewer manhole force main, can you connect at the existing elevation or is there a required elevation (i.e. 6" above existing invert) you need to follow?
i oringally posted this under the general forum but it may get more hits here..........thanks
a local municipality has requested that we design an adjustable stand pipe for an existing detention pond. the stand pipe would act as a low flow pipe in order to recharge a downstream detention pond...
