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Susan Burgmaier -4- June 12, 2014 <br />21. DRM : This item will be addressed under Technical Revision No. 77. <br />22. Response accepted. <br />23. Response accepted. <br />24. RMS: BRL revised the table on page Volume XI, App. B -2 as requested, however <br />we have identified a few minor omissions in the table that should be corrected. Please <br />revise the table as follows; <br />a. Please provide the bottom with for Ditch J9 (3,09. <br />b, Please note the 9 "rip rap on ditchesJl8 andJ19. <br />W2: Please see revised page App. B -2. <br />There are a couple of inconsistencies between page Volume XI, App. B -2 and other <br />pages or maps. Please correct the following; <br />a. The table on App. B -2 indicates that the 6% section of the east clean water diversion <br />is a V- Ditch. The design information on page B -67 is for a trapezoidal ditch with a <br />bottom width of 0.0'. Please provide a revised design on page B- 67using the <br />triangular ditch utility so that the ditch type in the heading is consistent <br />with the table. <br />6 W2: Please remove from consideration all items pertaining to the Clean Water Ditch. <br />A new revision application (TR88) has been submitted to address Clean Water Ditch <br />design and adequacy items. <br />b. For Culvert 32, the App. B -2 table and the design on page B -30 both indicate that the <br />culvert will be a 24" diameter pipe. Map 223 indicates that the minimum size will be <br />30 ". Please revise Map 221 to indicate that the minimum size required is <br />24'; BRL can retain the 30" proposed pipe by adding a note that a 30" pipe will be <br />installed. <br />BOW2: Please see revised Map 223. <br />25. Response accepted. <br />26. Response accepted. <br />