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III. WATER CONTROL MEASURES <br />The waste disposal area shows no subsurface water sources such as seeps, <br />springs, etc. Exploratory drilling throughout the mine site has not indi- <br />• Gated any subsurface water. For this reason, no subsurface drainage is an- <br />ticipated as necessary for the waste disposal area. <br />The waste disposal area drainage will be controlled as follows. The waste <br />disposal area topography varies greatly. It is divided into a few major <br />drainage channels and several smaller channels. The disposal area is being <br />developed to minimize surface disturbance. Only the small area required at <br />the time is cleared and ready for waste disposal. The large drainage chan- <br />nels are diverted around the waste site. The diversion ditches will be de- <br />signed following the requirements of 30 CFR 817.72(d) and constructed to <br />divert the 100-year, 24-hour storm. The runoff from small watersheds is <br />diverted around the waste site using berms built up from the original <br />clearing and development of the site, which is simply a flattened out area. <br />The site has a built up berm on the outside side that helps trap immediate <br />sediment and to ease the unloading of waste materials. <br />After a certain site has been used, backfilled, and compacted, the waste <br />disposal site is enlarged to accommodate new material. During this en- <br />largement the existing watershed channels are diverted as required. This <br />is required to assure sufficient runoff and sediment control within the <br />varying topography. Slope protection is provided to the small areas dis- <br />turbed through the annual revegetation efforts. The final reclaimed slope <br />will be revegetated as described in the revegetation plan. <br />The only water discharged from the waste disposal area is •rainfall runoff. <br />This runoff is directed to sedimentation ponds located immediately below <br />the waste disposal site. <br />IV. CONSTRUCTION REQUIREMENTS <br />Surface rainfall runoff is diverted around the waste disposal site as shown <br />on Map 46. The runoff ie directed to sedimentation ponds so possible <br />effluent meets the limitations of 4817.42. The material is to be placed in <br />~. such a manner as to ensure stability through proper preparation, <br />construction, and inspection. The waste disposal area will be revegetated <br />and reclaimed so as to be compatible with the existing natural <br />surroundings. <br />