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<br /> .. <br /> ETKIN [}Jflj@fA&T? <br /> JOHNSON <br /> .~P"'.-'.=- <br /> Page Seven of Eight <br /> December 4,2006 <br /> 36. The tc calculations need to be shown for all the basins. <br /> Response: Item discussed at 11/29/2006 City review meeting. <br /> 37. Figure 3-1 is shown in the Ti column but not included in the drainage report. <br /> Response: Item discussed at 11/29/2006 City review meeting. <br /> 38. The Type A trench gate (Travel Time in Channel) is not included in the Tc <br /> calculation for Basin AI. <br /> Response: Item discussed at 11/29/2006 City review meeting. <br /> 39. The summary spreadsheet does not include the Q 1 00 flows. <br /> Response: Additional information provided <br /> 40. A notation needs to be made on the page or added to the spreadsheet showing the <br /> manning value "n" used in calculations. <br /> Response: Additional information provided <br /> 41. Structure SA-5 is a Type "R" inlet not a Neenah R-3236-A inlet. <br /> Response: Corrected <br /> 42. The proposed Type "R" inlet (SA-5) does not have the capacity to convey <br /> the 100 yr flow. The drainage report should discuss any impacts this will have on the <br /> site and adjacent streets. <br /> Response: Item discussed at 11/29/2006 City review meeting. <br /> 43. The concrete channel under the Neenah R-4990-DX Type A trench grate does not <br /> have the capacity to handle the 100yr flow. The drainage report should discuss any <br /> impacts this will have on the site and adjacent streets. <br /> Response: Item discussed at 11/29/2006 City review meeting. <br /> 44. Indicate what information is being referenced on Neenah Foundry Company pages <br /> 282 and 330. <br /> Response: Additional information provided <br />