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GENERAL36874
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Last modified
8/24/2016 7:57:14 PM
Creation date
11/23/2007 8:54:48 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1983059
IBM Index Class Name
General Documents
Doc Date
7/23/1993
Doc Name
PROPOSED DECISION & FINDINGS OF COMPLIANCE FOR RN2
Permit Index Doc Type
FINDINGS
Media Type
D
Archive
No
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The affected area occupies a transitional area (mapped as Qc on Map <br />2 of the application) between the flood plain and terrace complex <br />below (mapped as Qa on Map 11 of the application) and the steeper <br />upland slopee to the north of the permit area. It is the Division's <br />opinion that this transitional area ie more appropriately considered <br />to be an upland area rather than part of the flood plain and terrace <br />complex as defined in sections 1.04(10), (142) and (147) of the <br />Rules and Regulations. <br />Although colluvial deposits can be considered to be part of <br />unconsolidated alluvial deposits in many cases, in this particular <br />instance the deposits are fairly deep and appear to be underlain by <br />bedrock or other fairly consolidated material (on the basis of test <br />pits and observation by Division personnel). The proposed permit <br />area is also on a moderately steep elope (15 g) which the applicant <br />suggests was previously graded to accommodate agricultural activity. <br />The type of irrigation practiced on these colluvial deposits <br />consists of diverting the flow from a nearby irrigation canal into <br />a system of furrows. This type of irrigation is the only feasible <br />practice under such steep slope constraints and is considered to be <br />artificial subirrigation rather than flood irrigation ae strictly <br />defined in Rule 1.04 (48). <br />Based on these considerations of the nature of the material, <br />steepness of slopes and irrigation practice the Division finds that <br />the permit area is sore appropriately considered to be within the <br />upland area relative to the alluvial valley floor, and is not within <br />the flood plain and terrace complex. The Division therefore makes <br />a negative determination for the presence of alluvial valley floors <br />in the specific area of proposed disturbance for the Terror Creek <br />operation. <br />The valley bottom below the proposed disturbance (below the existing <br />railroad grade) is considered to be an alluvial valley floor. The <br />Division therefore has to make the required findings for the impact <br />of the disturbance on an adjacent alluvial valley floor. These <br />findings are presented below. <br />Alluvial Valley Floor Findings <br />Pursuant to Rules 2.06.8 and 4.24.2, the Division ie required to <br />make specific written findings on the effect of mining upon any <br />AVF's within the permit and adjacent area. The findings for the <br />North Fork AVF are presented below. Mining activity (construction <br />of the loadout facility) has already disturbed approximately 13 <br />acres of land on the colluvial slope. No further surface <br />disturbance is proposed by the applicant. <br />Pursuant to Rule 2.06.8 (5)(a)(i)(A)(I), the Division finds that <br />the surface coal mining operations would not interrupt, <br />discontinue, or preclude farming on the alluvial valley floor. <br />Loadout operations on the colluvial slope will not physically <br />impact farming operations on the alluvial flood plain below. <br />Groundwater ie not present in the colluvium in the permit area <br />and surface water from above will be diverted around the <br />disturbed area. No future impact which might interrupt, <br />discontinue, or preclude farming on the flood plain is proposed. <br />Thus operations at Terror Creek would not interrupt, <br />discontinue, or preclude farming on previously-undisturbed <br />portions of the alluvial valley floor. <br />Pursuant to Rule 2.06.8 (5) (a) (i) (A) (II) , the Division finds that <br />the surface coal mining operations would not materially damage <br />the quality and quantity of water in surface and underground <br />Terror Creek Loadout Page 17 <br />
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