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<br />III IIIIII1111111111 <br />999 <br />STATE OF COLORADO <br />DIVISION OF MINERALS AND GEOLOGY <br />Dcparlmcnl of Nanlral Resources <br />1313 Sherman SL, Room 215 <br />Denver, Colorado RO203 <br />Phnne: (3(131 RG6 3567 <br />FA% (lU l) R72-R106 <br />DATE: NOVEMBER 21, 1996 <br />TO: DAVID BERRY <br />FROM: JOE DIIDASH ~~ D <br />II~~~ <br />DEPARTMENT OF <br />1~1ATURAL <br />RESOURCES <br />Roy Romer <br />Governor <br />lames 5. lochhead <br />E•ecmive Deector <br />Michael B. Long <br />Division Dnedor <br />RE: COAL MINE WASTE BANK PRELIMINARY DESIGNS BANBORN CREEK <br />MINE, PERMIT NO. C-81-022, OSBOW CARBON AND MINERALB~ <br />INC. <br />I have finished my review of the surface water hydrology for the <br />above-mentioned submittal. I have the following questions or <br />comments: <br />1. The Division suggests that, in order to avoid confusion, the <br />October 1996 report by Westec, entitled "Coal Mine Waste Bank <br />Design For The Sanborn Creek Mine" be purged of possibly <br />unneeded information. In Appendix B, the reach summaries for <br />the 10 year-24 hour event and for the 25 year-24 hour event <br />appear to be unnecessary, since the ditch designs are based <br />solely on the 100 year-24 hour event. Unless there is a reason <br />for including all of this material in the submittal, please <br />consider removing this material from the submittal. <br />Another area of concern is having 100 year-24 hour ditch <br />designs in Appendix B which are superseded by differing 100 <br />year-24 hour ditch designs in Appendix C. The Division assumes <br />that the sole purpose of having the 100 year-24 hour ditch <br />designs in Appendix B is that it shows the combined peak <br />discharge for those ditch reaches which have combined <br />subwatershed flows. However, this information already is shown <br />in the hydrograph summary table in Appendix B. Unless needed, <br />please consider removing the 100 year-24 hour reach summary in <br />Appendix B, or adding a note to that summary that the ditch <br />designs are being superseded by ditch designs in Appendix C. <br />2. For the sake of clarity, the Division requests that an <br />explanation be included, on the page in Appendix B of the <br />Westec report that has the hydrograph summary for the 2.8 inch <br />100 year-24 hour storm event, which describes which <br />subwatershed peak flows contribute to each hydrograph number <br />and to each ditch reach. <br />