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Susan Burgmaier -3- February 7, 2014 <br />reference and flow value on the table on page Exh-8-29W to be consistent <br />with page Exh 8 -166, <br />BOW2: The reference on page Exh -8 -29iii has been updated. <br />8. DRM : Page Exh -8 -29iii references page Exh 8 -171 for the Ditch I1 design. The <br />design appears on pages Exh 8 -169 and Volume XI — App. B -16. Please revise the <br />reference on the table on page Exh -8-29M to correctly identify the location of <br />Ditch If design(s). <br />BOW2: The reference on page Exh. 8 -29iii has been updated. <br />9. DRM On page Exh 8 -31, the flow value for Culvert C -C7 was changed to 32.35 <br />cfs. The design for the culvert and the currently approved version of this table indicate <br />that the flow value is 32.18 cfs. Please correct the table on page Exh 8 -31 to <br />include the correct flow for Culvert C -C7, <br />BOW2: Please see revised page Exh. 8 -31. <br />10. DRM : On page Exh 8 -31, the flow value for Culvert C -C20 was changed to 35.01 <br />cfs. The design for the culvert and the currently approved version of this table indicate <br />that the flow value is 34.91 cfs. Please correct the table on page Exh 8 -31 to <br />include the correct flow for Culvert C -C20. <br />BOW2: Please see revised page Exh. 8 -31. <br />11. DRMS: On page Exh 8 -31, the flow value for Culvert C -G3 was changed to 7.51 <br />cfs. The design flow for the culvert on page Exh 8 -255 is 1.07 cfs, and the currently <br />approved version of this table indicates that the flow value is 0.98 cfs. Please verify <br />which flo w value is correct and re vise the design or the table on page Exh 8- <br />31 to include the correct flow for Culvert C -G3, <br />BOW2: Please see revised page Exh. 8 -31. <br />12. DRM : On page Exh 8 -31, the flow value for Culvert C -G4 was changed to 1.97 <br />cfs; the currently approved version of this table indicates that the flow value is 0.86 cfs. <br />The design flow for the culvert cannot be located in the permit, however the table <br />indicates that flow through the culvert is from Ditch D -5. The Ditch D -5 design on page <br />Exh 8 -252 indicates a flow of 0.74 cfs. Please verify which flow value is correct, <br />provide a design for Culvert C- G4, and revise the table on page Exh 8 -31 to <br />