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Pe_y <br />PEASODY COAL COMPANY <br />W~stom Dlvl~lon <br />May 2, 1988 <br />III IIIIIIIIIIIII III <br />999 <br />1300 Souln Vale <br />Glagatall, Arizona 86001 <br />(602) T74-5253 <br />x ~. `~ ~ <br />Mr. Peter O'Connor ' °~~""~ `-~ ~~ <br />Colorado Mined Land Reclamation Division ~;,AY 7 19x8 <br />215 Centennial Building <br />1313 Sherman Street ~,A.IhiED LANL:j <br />Denver, CO 80203 i~ECLAt„1P.TIOfV OI'JISIO~f <br />RE: 1988 First and Second Quarter Sediment Pond <br />Inspections, Seneca II and Nucla <br />Dear Mr. O'Connor <br />Following please find responses to your letters of January <br />26 and March 31, 1988 to Rey Armijo concerning quarterly <br />sediment pond inspections at Seneca II and Nucla Mines. <br />The format follows your letter of January 26, 1988 with <br />reference to your letter of March 31, 1988, where <br />appropriate. <br />~~~. Peabody concurs with CMLRD and will cease submitting <br />inspections on Mesa Gravel Pit Impoundment No. 005. <br />2. Concerning Nucla Ponds 001, 002, 004, 005, and C06 the <br />emergency spillways (i.e., drop inlet culverts) <br />received trash racks after construction. The principal <br />spillways are a trickle tube design with a single <br />orifice opening. When the opening becomes very small <br />(i.e., less than three inches in diameter) it is not <br />very practical to put a fine mesh trash rack over the <br />orifice. However, in response to CMRLD's request for a <br />nonclogging principal spillway at Nucla, Peabody <br />installed trash racks/screens the week of April 11, <br />ot` 1988 on the following principal spillways: 002, 004, <br />005, and 006. Pond 001 had a trash rack installed on <br />the principal spillway in 1987. <br />In regards to comment No. 2 from your letter of March <br />Or- 31, 1988, Peabody will continue quarterly sediment pond <br />inspections for Pond 003 at Nucla. <br />At Seneca, Peabody is proposing to dewater Pond 003 <br />below the principal spillways in accordance with the <br />NPDES permit, remove the old principal spillway, <br />install a new principal spillway (i.e., 18-inch <br />diameter CMP with a 6-inch diartieter opening and <br />