There probaly isn't one. Draw up a few and run the numbers. start with a pipe A giving you x cfs low flow. Then look at what cfs will be needed to overtop the wier wall. and make some educated guesses at your storage volume. The trick is to get the stored sewerage back to the treatment plat. com to think of it, Milwaukee has done a lot of this type of work. Also Cook Co., IL. Call them up.