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' Rating Table Report <br /> 170 culvert for Hartman Retention dam <br /> Range Data: <br /> Minimum Maximum Increment <br /> Allowable HW Elev 103.50 105.00 0.10 ft <br /> HW Elev(ft) Discharge(cfs) K jiI lr Uf J C O Nr)K p!L/V6 U`J <br /> 103.50 17.35 0 Q <br /> 103.60 v--48.06 If <br /> 103.70 "-+48.76 7 3 <br /> 103.80 `---- t9.45 --- -----�O'Lt <br /> 103.90 10 <br /> 104.00 0.74 /�•L <br /> 104.10 2 . 3�3 `-- <br /> 104.20 21. <br /> 104.30 22.55 �L <br /> 104.40 23.12 <br /> 104.50 23.63 <br /> 104.60 23.64 <br /> 104.70 23.66 <br /> 104.80 23.68 <br /> 104.90 23.71 <br /> 105.00 3.75 <br /> Project Title: Hartman retention dam with 170 culvert Project Engineer:George H.Wear <br /> c:\haestad\academic\culvert\hartman.cvm Academic Edition CulvertMaster v1.0 <br /> 01/07/02 12:49:43 PM ®Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 1 of 1 <br />