If I can calculate the volume of runoff using the site impervious area in square feet and the 95th percentile rainfall over 24 hours in inches, do I also need to use one of the tools identified in the guidebook to calculate the runoff volume? The guidebook provides a sample calculation in the example on page 80, which doesn't require any tool. My intent would be to upload an excel sheet showing how I arrived at the runoff volume calculation.
Has anyone had issues submitting rainwater harvesting as a GI or LID strategy?