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Appendix B <br />PROTECTION OF THE HYDROLOGIC BALANCE <br />BOWIE NO.2 MINE <br />COAL MINE WASTE DISPOSAL AREA NO. 2 <br />Notes for Calculations: <br />1. Pages 3 -10 present a spread sheet calculation of the required capacity of the <br />sediment pond F based on the 10 year event. <br />2. Design points are shown on Figure 2. <br />3. Ditches were sized using SEDCAD4. Ditches were sized using the 100 year event. <br />Page 53 shows the peak flow used to size the emergency and embankment spillways <br />using the 25 -year event in the SEDCAD4 program. <br />ENGINEER'S CERTIFICATION <br />The calculations and information presented on pages 132 -1353 with a date of 11/12 <br />were prepared by me duO.a s of October and November 2012, and the <br />information presented i r to the best of my knowledge and belief. <br />*A To`� <br />9: <br />V 9,2 =: <br />Tam meriffK.,!�tover- <br />Registered'Pj b& 4psro <br />State of Coldrad- , <br />.E. <br />eer <br />01• q. 12 <br />Date <br />TR -76 App. B -1 11/12 <br />