What is the best way to include demolition materials such as concrete and asphalt in CWM calculation? I recognize that they must be accounted for and included in the over all CWM calculation.............is there a threshold where the effort is to track becomes significant and worth targeting? Lastly, to reuse demo materials on site such as crushing concrete for infill.......To account for this do I need to first truck off site to a scale and then truck back to identify weight? Or is there another practical way to reuse materials on site and still contribute to overall CWM diversion goal?
Sustainability and Commissioning Consultant
Sustainable Engineering Concepts, LLC
LEEDuser Basic Member
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