This is a project located in previously developed urban area. We have a cistern capable of receiving 100% of the site's runoff, however, only a small amount of this water will be reused in flushing fixtures and landscape irrigation while the remaining water will be pumped to the municipal sewage (after the storm event has stopped). This is mainly to empty the cistern in order to be ready for the next storm. Water pumped to municipal system will not be filtered. It is expected that solids will sediment at the cistern. How is this strategy enough for this credit compliance? If it's not enough, what should we add to it? Thanks!