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<br />MR. HONCHELL: 18 inch up Millwo~d, 15 inch on ~von. and <br />from the cul-de-s?c to pono at 24. and from Avon to the pond ?t <br />18 inch. <br /> <br />MR. MORRISON: And you were going to drain the overflow from <br />the pond with 12 inch. Then the 12 inch would take care of sur- <br />plus water - wouldn't the existing 12 inch also t?ke care of that <br />surplus water? <br /> <br />MR. HONCHELL: Itls not at the right elevation. <br /> <br />MR. MORRISON: I think itls a lower elevation than the pond. <br /> <br />MR. HONCHELL: (inaudible) ths pond i~ proposed to be dug <br />down into the ground" and the outfall is not that far down. <br /> <br />MR. MORRISON: So youlre saying youlre going to interrupt <br />the existing storm sewer outlet and block it? <br /> <br />MR. HONCHELL: It would be 2bandoned. <br /> <br />MR. MORRISON: You would hlock the existing storm sewer ~rea <br />to generate a pond so that I can be taxed to support the pond. <br /> <br />MR. HONCHELL: That was not th~ intent. <br /> <br />MR. MORRISON: I guess the logic escapes me. <br /> <br />MR. HONCHELL: If I bring an 18 and 24 inch to it, that's <br />the eauivalent of four 12 inch pipe~. <br /> <br />MR. MORRISON: That water alre?dy exists (inaudible). <br /> <br />MR. HONCHELL: There are no asphalt driveways. etc., end as <br />that water develops on a large rainfall event, namely a 50 year <br />or 100 year event, you will have water allover that area, and <br />the 12 inch will not handle it and if the people have streets, <br />they will be under water. <br /> <br />MR. MORRISON: And they would be benefited by t-he storm <br />sewer system. <br /> <br />MR. HONCHELL: I C2nlt distinguish water coming from one <br />location and another. <br /> <br />-23- <br />