Stormwater Treatment Unit
Stormwater Treatment Unit
(OP)
I apologize to those who may have seen and responded to this same thread on the "Civil/Environmental Engineering Other Topics Forum", but I'm new to the site and didn't realize that there was a forum dedicated to stormwater engineering. So, once again I post my thread in hopes of obtaining some valuable incite. Thank you for your attention....
As part of a stormwater improvement project, which serves a local urban area, the New York State Department of Conservation is requiring that a treatment facility be installed near the drainage system's downstream end, just prior to its discharge into tidal waters. They are looking for some type of package unit (i.e., gravity separation or swirl clarifier) such as a Bay Saver, CDS, Stormceptor, V2B1, Vortechs, etc. Has anyone had any experince with any of these treatment systems and if so, what are your comments regarding their usage.
As part of a stormwater improvement project, which serves a local urban area, the New York State Department of Conservation is requiring that a treatment facility be installed near the drainage system's downstream end, just prior to its discharge into tidal waters. They are looking for some type of package unit (i.e., gravity separation or swirl clarifier) such as a Bay Saver, CDS, Stormceptor, V2B1, Vortechs, etc. Has anyone had any experince with any of these treatment systems and if so, what are your comments regarding their usage.





RE: Stormwater Treatment Unit
RE: Stormwater Treatment Unit
and some fact pages from the feds:
http://www
With land at a premium, these units are being specified more and more often. As an engineer, the Downstream Defender is a decent unit since you gain a pipe diameter since a submerged sump is part of the design.