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PERMFILE102902
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PERMFILE102902
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Entry Properties
Last modified
8/24/2016 9:56:37 PM
Creation date
11/24/2007 9:23:14 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2006046
IBM Index Class Name
Permit File
Doc Date
5/17/2006
Doc Name
112c permit application
From
Silt Sand & Gravel LLC
To
DMG
Media Type
D
Archive
No
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Banks and Gesso. LLC <br />Exhibit E -Reclamation Plan <br />Also refer to Exhibit F: Reclamation Plan Map. <br />Overview <br />The post-mining use of the Grand River Park Project will be recreational land, covering <br />the 163 acres of permitted area. Reclamation calls for stabilization and cover of <br />disturbed areas in accordance with standards to accommodate the recreational post- <br />mining use. The permit area will be reclaimed using concurrent reclamation techniques, <br />with the potential to release and/or dedicate future recreational land to the Town of Silt in <br />stages. <br />Topsoil Preservation <br />Topsoil stripped prior to mining will be stockpiled separately from overburden as <br />screening berms around the permit boundary, or within the pit area, and will be <br />preserved by a temporary seed mix until ready for placement on the surface. <br />Reclamation Process <br />Reclamation will consist of establishment of contours, re-spreading and any amendment <br />of plant growth medium, seeding and planting, and management prior to release. <br />Final Gradino <br />Final proposed contours in mined areas are shown on the Reclamation Plan Map <br />(Exhibit F). In general, contours in mined areas will, conforming to Rule 3.1.5(7), <br />descend at 3H:1 V from the top of slope to groundwater at approximately 5 feet and then <br />at 3:1 for an additional 10 feet below the groundwater level. Slopes of 2H:iV will be <br />formed from 10 vertical feet below groundwater to the reclaimed pit floor another 10 <br />vertical feet below the transition to 2:1 slopes. The pit floor will be a continuous surface <br />at the bottom of slopes, approximately 25 feet below the original ground surface or 20 <br />feet below the anticipated groundwater level. Excavation equipment will be used to <br />establish most contours on cut material. Where contours are established with backfill, <br />mechanical compaction will be used to ensure stable side slopes. <br />Grand River Park Project 05021 <br />Silt Sand & Gravel LLC 12 May 2006 <br />
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