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-20- <br />l <br />ii: has a layer of fine dust on the bottom. This dust is com- <br /> posed mostly of sediment laden runoff from the exposed and much- <br /> ri.dden roads in the pit and from the working machines. Sim- <br />( ilarly, the sedimentation ponds will have little cater, exceat <br />l during snowmelt and after rainstorms and they will also have <br /> dust-linings that prevent infiltration of polluted water into <br /> ttie ground water system. Significant ground. water contamination <br /> from this source is not expected. i <br /> Tkie train load-out area is the location with the second largest <br /> [ potential for ground water contamination. Though physical dis- <br /> turbance of the landscape has been kept to a. minimum, the major <br /> source of contaminants, the exposed, crushed coal, is most dir- <br /> ec:tly exposed to the elements for indeterminate lengths of time. <br />( <br />' Water percolating through the coals can increase in TDS and pos- <br />` si.bly Se can reach the stream system by ground canter underfloor <br /> or. by surface flow of springs at the base of the coal pile. <br />l- <br />Thus, a monitoring system for ground water in the form of two <br /> or more water quality observation holes at each site is possibly <br /> warranted .for protection of Colowyo 'dine at two sites: 1) below <br />I <br />~ tkie Streeter fill at the confluence of Streeter Canyon and Good <br />r SF>ring Creek; and 2) below the train load-out. area at the mouth <br /> oi` Taylor Creek. Initial measurements of all water quality <br />`- parameters in each area to establish a background ground water <br /> quality, and periodic measurements of specific conductivity~dur- <br /> (_ irig and after mining should be sufficient to establish a record <br /> of non-pollution of the ground water system by the mines. It <br /> should not. be necessary to monitor ground water quality else- <br /> where in the vicinity. <br /> <br />~' <br />t~ Leonard Rice Consulting Water Engineers.lnc <br /> <br />~. <br /> <br />