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and quality parameters indicate that the water is a mixed calcium- <br /> sodium/bicarbonate type with elevated conductivities and low metals. <br /> This water has similar characteristics of Golden Eagle Mine discharge <br /> water. As mine discharge water was rerouted to Pond 002 , Well PAW-7 <br /> went dry. <br /> Data collected at the Ciruela Canyon well station (CCAW-1) is <br /> presented in Table 2-8 of Appendix 1. No data was collected at well <br /> ACAW-1. Data collected at well CCAW-1 was consistent with previous <br /> samplings (Table 2-9) . <br /> 3 . 3 Hydrologic Consequence <br /> Analysis of potential impacts associated with mining and refuse <br /> disposal have been completed and are contained in the mine permit <br /> application. Of particular concern are changes in the water quality <br /> and quantity of the Purgatoire River and side canyons within the <br /> permit and adjacent areas. <br /> Vertical permeability of the overburden on the mine property has <br /> been estimated at 0. 00021 ft/day (mine permit application) . When this <br /> low permeability is multiplied by the horizontal surface area of <br /> saturated alluvium in the area of both mines, downward flow of water <br /> is estimated at 2 . 3 gpm. With the flow measured in the Purgatoire <br /> River, this small water loss would not be detectable. This would also <br /> be true for the Purgatoire alluvium. Flows of the river will continue <br /> to replenish the amount of water lost to seepage. <br /> The effects on the side canyon drainages should be similar to the <br /> Purgatoire alluvium. Based on general geologic mapping, the alluvial <br /> area of each canyon was multiplied by the permeability, the water lost <br /> to seepage in Apache, Ciruela and Santistevan Canyons has been <br /> estimated 0. 3, 0.07 and 0. 09 gpm, respectively. In all cases, this <br /> -19- <br />