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,: , ~. iiiiiiviiiiiiiuiii • • <br />999 SANDCO <br />THE FINEST IN MASONRY SAND <br />P. 0. BOX 1773 ~ DURANGO, COLORADO 81301 ~ PHONE 247-1303 <br />June 23, 1987 <br />Colorado Mined Land ~~~ ~ ~ e E <br />Reclamation Division <br />423 Centennial Building ~~L 81987 <br />1313 Sherman Street <br />Denver, Co 80203 MINED LAND <br />Attention: Patricia Martinek CiECLAMATION DIVISION <br />Dear Pat: <br />As r~aquested by your letter dated June 2, 1987, the following <br />adequacy items are addressed in the order of presentation therein. <br />Exhibit C - Mining Plan Ma <br />The Mining Plan Map has been corrected to include items 2, 3, <br />and ~4. Four copies of the revised map dated June 14, 1987 are <br />enclosed herewith. As discussed with you, items 1 and 5 are <br />provided for in items 1 and 2 of Exhibit E, following. <br />Exhibit D - Mining Plan <br />1. As stated in the mining plan, the pit run sand and gravel <br />will be transported to the stockpile and processing area shown in <br />Exhibit C. The sand and gravel materials will be processed in <br />this area by screening, crushing, washing and classifying. water <br />used in the washing operations is discharged through a pipe to the <br />settling pond, shown on Exhibit C, where the water percolates <br />through the embankment returning to the river system clear and <br />free of sediment. No direct discharge of wash water is made to <br />the river, whether by overflow or otherwise. Additionally, <br />materials will be processed through a concrete batch plant where <br />certain chemicals, i.e. air entraining and water reducing admix- <br />tures will be incorporated in the concrete. None of these <br />chemical admixtures are discharged to the river, thus alleviating <br />any disturbance to the hydrologic balance of the river. <br />2. Sandco does intend to isolate the river from the work <br />areas through the use of berms and dikes. These dikes would serve <br />to confine any muddy water to the work area and also to tempor- <br />arily confine the river to a single channel during excavation <br />operations. This channel would not be of a dimension so res- <br />tricted to cause erosion and bank instability. However, as stated <br />in E~:hibit E, paragraph No. 4, Sandco does intend to armor any <br />areas of streambank where actual erosion is occurring or pending. <br />