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GENERAL47047
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Last modified
8/24/2016 8:21:44 PM
Creation date
11/23/2007 3:05:36 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1984065
IBM Index Class Name
General Documents
Doc Date
1/1/1985
Doc Name
PROPOSED DECISION and FINDINGS OF COMPLIANCE
Permit Index Doc Type
FINDINGS
Media Type
D
Archive
No
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-28- <br />Alkali Creek <br />Only a small portion of the proposed permit area is within the Alkali Creek <br />drainage basin. The permit area within this drainage is limited to <br />approximately three miles of light use road to monitoring well SK 3.75. The <br />applicant submitted very little AVF information on this drainage. Therefore, <br />the Division must conservatively assume that the unconsolidated streamlaid <br />deposits in Alkali Creek comprise a significant alluvial valley floor. <br />Alkali Creek Findings <br />1) None of the light use road is located within the alluvial valley floor. <br />Based on that fact, the Division finds that the proposed operation will not <br />interrupt, discontinue, or preclude farming on the alluvial valley floor. <br />2) Surface waters which supply the alluvial valley floor are derived from the <br />Alkali Creek drainage and Garfield Creek. Water is diverted from the Garfield <br />Creek drainage through the Sykes and Alford trans-basin ditch into Porter <br />Reservoir. The water in Porter Reservoir is then directed to Alkali Creek <br />through the Roderick ditch as needed. Other small reservoirs are located in <br />the lower reaches of Alkali Creek. <br />The only anticipated effect to surface water in the Alkali Creek drainage is a <br />slight increase in suspended solids. The light use road construction <br />techniques are in conformance with all applicable design standards, therefore, <br />the slight increase in suspended solids should have an insignificant effect on <br />the quality of water in Alkali Creek. <br />There should be no effect on the quantity of water in the Alkali Creek <br />drainage basin due to the light use road. The roads will be constructed with <br />adequate cross-drains capable of passing the peak flow from a 10-year 24-hour <br />precipitation event. In addition, there will be no detention structures <br />associated with this road. <br />Based on the above discussion, the Division finds that the proposed operation <br />will not materially damage the quantity and quality of water in the surface <br />and underground water systems that supply the alluvial valley floor or <br />portions of the alluvial valley floor. <br />3) The proposed mining operation will not physically disturb the alluvial <br />valley floor. As discussed above, there will be no effects on the quantity <br />and quality of water supplied to the AVF. Therefore, the Division finds that <br />the proposed mining operations will be conducted to preserve, throughout the <br />mining and reclamation process, the essential hydrologic functions of the <br />alluvial valley floor. <br />
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