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<br />EXHIBIT G <br />WATER INFORMATION <br />The major hydrologic feature is the Eagle River. It will not be directly affected by the Gypsum <br />Ranch Sand and Gravel Pit. No part of the proposed gravel pit is in the 100 year floodplain for <br />the Eagle River. Spring Creek is located to the west of this project and Alkali Creek is located to <br />the east of this project. The existing surface flow of s[ormwater is sheetflow from the upper <br />terrace to the lower terrace. During the mining and post-mining stage, the stormwater will sheet <br />flow to channels located in the northern banks. The channels will discharge to the lower terrace. <br />Erosion control measures will be installed along the channels to minimize impacts to the surface <br />water hydrology (per the requirements of the NPDES Permit). <br />Four springs aze located on the lower terrace of this parcel. The owner has 100% interest in the <br />water rights for the springs. This project will not be using or effecting the water in the springs. <br />The owner also has water rights in the Stremme and Gates ditch as follows (provided by Delaney <br />& Balcomb, P.C. on October 30, 1996): <br />"an undivided fifty four and one-half (54.5%) interest of the following described water <br />rights, ditches and ditch rights. The water rights, district priority no., source, and the <br />decreed right of diversion in cubic feet per second are described as follows: <br /> PRIORITY OR <br />NAME SOURCE CFS CASE NO. DISTRICT <br />STREMME AND GATES DITCH EAGLE RIVER 0.8 142 37 <br />STREMME AND GATES DITCH EAGLE RIVER 0.17 160 37 <br />STREMME AND GATES DITCH EAGLE RIVER 8.0 206 37 <br />STREMME AND GATES DITCH EAGLE RIVER 0.6 381 37 <br />STREMME AND GATES DTI'CH EAGLE RIVER 5.25 407 37." <br />The Stremme and Gates ditch diverts water from the Eagle River approximately 1 1/4 miles east <br />of the eastern property boundary of the ranch. The water from [his ditch is what will be used to <br />operate the washer plant. <br />The existing water quality will be maintained by using silt fences along the outside edges of the <br />proposed channels. Staked hay bales will be used in the channels near the discharge points. <br />Settling ponds will be used for the washer and crusher operations. This will remove the finer <br />particles prior to releasing to the outfall channels. The owner has applied for a National <br />Pollutant Discharge Elimination System (NPDES) permit. <br />