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to the pipe. Same thing here. That water ,,,ou1d then be put into this Rice Creek niversion and taken over to the low area. The only areas that would not (inaudible) are a pair of catch basins where Fernwood would meet Josephine and a small portion of the water that would not be diverted. Other than that, all the ~.yater from the site would be diverted to the swampy area to the east. If the ponding is necessary because Rice Creek either does not put the work in or does not do it fast enough, then the proposal is that pondinq would be established on the site to retain all the water that comes from this site. You recall that we had pipes here before that went into the large pipe and got diverted. If that diversion doesn't take place, this water would be intercepted along the road,.,ays and taken to a pond reserved for that purpose as part of the plat. There is also a large area reserved for ponding which would take the water from these sites and from this area. At that point the water would still be ponded. These areas are designed at a lO-year level. However, there are conditions set on the plat that if it doesn't happen quickly enough - these ponds - the construction didn't happen quiCkly enough, these ponds would be expanded to cover a lOa-year storM. This would be done by deepening the ponds. The proposed construction of watermain would be a rather simple system of building a new water facility along the new roadways, carrying it to the rear of (inaudible) this way it would be looped by taking it to Josephine or temporarily held if there were a plat here, and taken to a ne\'l roadway. That hasn't been determined but it would be looped. Services would be built off the watermains to serve all of the lots involved. Sanitary sewer would be provided in a slightly different manner. As you recall, there is an existing sanitary sewer in Fernwood and what would be Belair Circle, so services would be constructed from that, and along Merrill and County Road C-2 new sanitary sewer would be constructed. The same along Josephine. There is a sanitary se,.,er on the other side of the road, but it's more expensive to make crossings than build one pipe, so the proposal is to construct a pipe on the south side of Jose~hine. Summarizing, it is typical 7-ton 32-foot roadways alonq Merrill and a little piece of Pernwood as part of Phase l, together sanitary (inaudible). The same style construction would be done in Phase 2 which would be determined if and when Rice Creek makes its decision where ponds are built. County Road C-2 would be constructed either as a 7-ton, 32-foot wide roadway, again with 6-inch curb and gutter, or, since it's an r~A system and it qualifies for it, it would be constructed at 2-feet wider widths on each side with heavier carrying capacity and not be assessable at all to the people on the