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PERMFILE132954
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PERMFILE132954
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Entry Properties
Last modified
8/24/2016 10:33:41 PM
Creation date
11/26/2007 12:39:32 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1983059
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
EXHIBIT 11 ALLUVIAL VALLEY FLOORS
Media Type
D
Archive
No
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• Exhibit 1 I AVF Determination (Continued) <br />under protest and will reserve the right to appeal any proposed final findings by the <br />Division that the loadout area is classified as an AVF. <br />Reclamation Plan <br />Regardless of the outcome of the AVF determination, Terror Creek Company has <br />proposed a reclamation plan that will ensure the return of the area to irrigated <br />agriculture. The reclamation plan for the a rea is set forth in Section 2.05.4. The <br />following additional details regarding the planned reclamation techniques and the <br />reclamation monitoring for the loadout site are provided. <br />Terror Creek Company plans to place approximately 5243 cubic yards of topsoil on the <br />10.9 acres regarded area following operation of the loadout facility. Topsoil will be <br />replaced to an average depth of 3.57-inches. <br />Depth of soil resources present prior to disturbance is shown on the Soils Map (Map 3) <br />located in the permit, Volume II. In addition, a figure showing the soil profile at each <br />sampling location shown on Map 3 is presented in Volume I, Exhibit 7, Soils <br />Information. As shown on these profiles, topsail and subsoil material above the <br />• colluvium is quite thin. @ During removal activities, the subsoil and topsoil were <br />removed as a single operation. Because of the small quantities present, the topsoil and <br />subsoil materials could not be feasibly separated during the removal process. <br />Prior to topsoil replacement, the colluvial material will be graded to its approximate <br />original contour. After grading is completed, the surface will be scarified or ripped to <br />provide a bonding surface for the topsoil material, to prevent slippage along the <br />interface, and to promote root penetration. Ripping of the backfilled material will also <br />decrease the bulk density of the material and alleviate any compaction detrimental to <br />reestablishment of vegetation. Following: <br /> <br />-o3/M2-r7 <br />
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