4-9 It appears that the site slopes upward from Wallum Lake Road at an approximate elevation of 560 towards the area of development to a high point elevation of 580 at the approximate center of the area of development and then down to the western most edge of the development at the edge of the wetland buffer. Is this correct?
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?
4-14 It appears that the “construction laydown” area abuts against wetland buffers. Is this correct? Exactly what is going to be stored within this area? Please explain in detail your proposal for protection of the wetlands in this area, considering the materials being stored.