I have another question related to my last one regarding M&V and the energy model.

Hello - My question is in regards to the 2-yr, 24-hr requirement for calculating peak runoff rate.

I was hoping I could get some advice on obtaining the quantity requirement of SS CR 6.1. We are trying to obtain this credit on an approximate 19 acre site.

For a current project we would like to clarify how LEED defines casework/millwork across multiple credits: If we would like to pursue MRc6: Design for Flexibility, using the last option "use movab

I can't find where to buy the Healthcare Reference Guide - it's just not listed on the website ? I must be doing something wrong ?

We will install an extensive green roof in our project. Does anyone know what the runoff rarte is and how much TSS are captured by 2.7 inches of substrate?

What is the best resource for finding TSS removal efficiency for various BMPs? Is there a table or reference to base our #s off of since we don't have calculations or on-site monitoring?

Hello, I have read thru the previous posts and responses, and hope this is not a redundant question. I am working on a C&S major renovation. We are going to follow Option B from IPMVP Vol.3.