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PERMFILE133602
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PERMFILE133602
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Entry Properties
Last modified
8/24/2016 10:34:16 PM
Creation date
11/26/2007 1:22:10 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982056
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
Tipple Rule 2.06 Requirements for Permits for Special Categories of Mining
Media Type
D
Archive
No
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• valley floors in the proposed permit and adjacent areas. However, the <br />type of agricultural activities in the above areas is documented in <br />Map 2, Fish Creek Tipple Land Use. <br />Potential Material Damage <br />The determination of the risk of causing material damage to an <br />alluvial valley floor is dependent on four criteria. These criteria <br />are: 1) potential increases in the concentration of total dissolved <br />solids (TDS) of waters supplied to an alluvial valley floor to levels <br />above the threshold value at which crop yields decrease; 2) potential <br />increases in the average depth to water that would reduce the amount <br />of sub-irrigated land; 3) potential decrease in surface flows that <br />would reduce the amount of flood-irrigated land and 4) potential <br />changes in the surface or ground water systems that reduce the area <br />available to agriculture as a result of flooding or increased <br />saturation of the root zone. <br />• The Middle Creek floodplain is flood irrigated and the applicable <br />criteria for determining material damage are: potential TDS <br />concentration as compared with crop salt tolerance; potential surface <br />water availability measured against irrigation requirements; and <br />potential flooding as it impacts agricultural land use. From Table <br />29, Surface Water Quality Data, the average and maximum TDS <br />concentrations for affected water at sample site 29, in 1983 are <br />888.2 mg/1 and 2,450 mg/1, respectively. The TDS concentrations of <br />affected water are well within the recommended salt tolerance level <br />(5,000 mg/1) for stock water in the Middle Creek floodplain. <br />Although Sedimentation Pond E will detain runoff from the proposed <br />permit area, there will not be a corresponding reduction in water <br />supply for irrigation, because the ponds will fill during early spring <br />before the annual irrigation season begins, and because the headgates <br />for the irrigation ditches are located either upstream from the <br />. proposed permit area or in other unaffected watersheds. Furthermore, <br />2.06-29 <br />
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