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<br />MR. HONCHELL: 18 inch up Millwood, 15 inch on Avon, and <br />from the cul-de-sac to pond at 24, and from Avon tJ the pond ot <br />18 inch. <br /> <br />MR. MORRISON: And you were going to drain the overflow from <br />the pond with l2 inch. Then the 12 inch would take care of sur- <br />plus water - wouldn't the exist.ing 12 inch also take care of that <br />surplus water? <br /> <br />MR. HONCHELL: It's not at the right elevation. <br /> <br />MR. MORRISON: I think it's 0 lower elevation them the pond. <br /> <br />MR. HONCHELL: (inaudible) the pond is proposed to be dug <br />down into the ground, and the outfall is not that far down. <br /> <br />MR. MORRISON: So you're saying you're 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 block the existing storm sewer area <br />to generate a pond so that I can be taxed to support the pond. <br /> <br />MR. HONCHELL: That was nJt the 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 pipes. <br /> <br />MR. MORRISON: That water alre~dy exists (inaudible). <br /> <br />MR. HONCHELL: There are no asphalt driveways, etc., and as <br />that water develops on a large rainfall event, namely a 50 year <br />or 100 year event, you will have water allover thct 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 rhe storm <br />sewer sysi-em. <br /> <br />MR. HONCHELL: I c2n't distinguish water coming from one <br />location and another. <br /> <br />-23- <br />