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Susan Burgmaier -2- February 7, 2014 <br />#2, #4 and #3. Currently, the information on Gob Pile #2 is divided among that for #1 <br />and #4. Additionally, in the first paragraph, the word "existing" is used to refer to #1, <br />and #2 is termed "new". At this date, those terms are confusing and should be revised. <br />Please update and reorganize page 2.05 -12 so that the information is <br />current and organized by gob pile. <br />BOW2: Please see revised text on page 2.05 -12. <br />3. DRMS: Please provide revised /additional certification pages for Volume <br />III, Appendix 8; Volume IX, Appendix B; and Volume XI, Appendix B to include <br />certifications of the revised designs proposed with TR -84. (Rules 2.05.3(8)(a) <br />and 2.05.3(4)(a)) <br />BOW2: Please see revised certification, pages Exh. 8 -1ii (Volume III), page App. B- <br />64 (Volume IX) & page App. B -2 (Volume XI). <br />4. DRMS: The proposal includes revised pages Exh 8 -25 through 8 -25iii that do not <br />flow into the currently approved page Exh 8 -26; there is extraneous Drainage Area D <br />information at the top of page Exh 8 -26. Please revise page Exh 8 -26 to remove <br />the Drainage Area D watershed information at the top of the page. <br />BOW2: Please see revised page Exh. 8 -26. <br />5. DRMS: There is currently no approved or proposed page Exh 8 -30. Pleaseinclude <br />a page Exh 8 -30 that is noted as "intentionally blank" or "deleted'; <br />BOW2: Please see revised page Exh. 8 -30. <br />6. DRMS: The revision proposal includes a new design for Ditch D -D1, provided on <br />revised page Exh 8 -11. Ditch D -D1 flows to Ditch D -D2 and Culverts C -D1 and C -D2 and <br />will affect the flow values for those structures. Please revise page 8 -12, Ditch D2 <br />(receives flow from Ditch DZ) and the table on page Exh 8 -31, for Culverts C- <br />D1 and C -D2, consistent with the revised flow value for Ditch D -D1. (Rules <br />4.05.3 and 4.05.5) <br />BOW2: Please see revised pages EXH 8 -12, 29i & 31 <br />7. DRMS: Page Exh- 8 -29iii references page Exh 8 -168 for the Ditch H1 design, but <br />the design appears on page Exh 8 -166. Also, the Peak flow value of 3.07 is different <br />than the 1.06 cfs (23.35 total) in the design on page Exh 8 -166. Please revise the <br />