4-12 It appears that storm water detention pound #1 is located within a limited upland area surrounded by wetlands. Is this correct? It appears that this location could cause damage to the surrounding wetlands. Could the detention pond be relocated to a more suitable location? If not, why not?
4-13 It appears that the site entrance at Wallum Lake Road is down gradient of the project. Is this correct? Could additional storm water storage be required at the entrance to prevent storm water flows from being increased onto Wallum Lake Road?
4-15 The site appears to be creating a large amount of impervious space. Is this correct? Please explain the site’s storm water management plan. Has a storm water report been done? If so, please provide a copy. Will the detention basins handle a one hundred year storm event? Is the site going to comply with best management practices?
18-1 The Addendum submitted to the EFSB on August 30, 2016 refers to a “Preliminary Stormwater Management Plan for Clear River Energy Center.” This Plan was not included in the Addendum submittal. Please provide a copy of this document.