My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PERMFILE136578
DRMS
>
Back File Migration
>
Permit File
>
400000
>
PERMFILE136578
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 10:37:14 PM
Creation date
11/26/2007 4:54:12 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2002009
IBM Index Class Name
Permit File
Doc Date
2/1/2002
Doc Name
Permit Application
From
Western Mobile Southern Inc.
To
DMG
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
55
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
EXHIBIT D <br />Mining Plan <br />The Beeman property is a significant commercial deposit of sand and gravel located near the <br />Saint Charles River. The proposed Beeman property permit boundary will encompass <br />approximately 45.7 acres with 20 acres to be mined. There are existing mining operations <br />immediately to the west of this property. To the south and east lie rangeland and to the north lie <br />agricultural uses. State Highway 50 is located approximately 2 miles to the north. <br />The deposit is typical of upland or stream terrace benches in Pueblo County. The gravel deposit <br />ranges in thickness of 3 ft to 20 ft within the permit area with an average thickness of 11 ft. The <br />terrace soils have limited cobbly topsoil of 3 inches to 6 inches. The topsoil will be stockpiled <br />along pit perimeters to be used later in reclamation. The overburden ranges in depth from 1 ft to <br />5 ft with an average depth of 2.5 ft, and is found across random locations on the terrace. <br />Overburden volumes have been calculated at 65,000 cu yd. Overburden is of quality to be used <br />as base course; therefore, there will be no overburden stockpiles. If a certain volume of <br />overburden is not used as base course, the remaining overburden will be used to flatten slopes to <br />less than 3:1. <br />The deposit will be dry mined in two 10-acre phases. Initially the topsoil and overburden will be <br />stripped with scrapers or dozers and stockpiled. The aggregate will be mined using front-end <br />loaders. The front-end loaders will excavate the material and deposit it on conveyors. The <br />conveyors will transport the material to be processed with a portable screen and crusher at an <br />existing DMG permitted site (M-86-159) located immediately west. The mining face will be <br />nearly vertical to %z:l slope. Direction of mining will be initially from the west to the east, and <br />will progress down to the shale bedrock. <br />City water will be used for dust control operations along the roads and stockpiles. It is estimated <br />that 2500 gallons a week will be required to limit dust emissions. The water will be supplied <br />using a 2500-gallon water truck. <br />The following is the approximate acreage and time for mining each phase: <br />Acres Time for Mining (years) <br />Phase I - 10 acres 1 <br />Phase II - 10 acres 1 <br />Total 20 acres 2 <br />The Bessemer Ditch is located 300 feet from the comer of the property boundary. This ditch will <br />not be disturbed by the mining operation. <br />The following equipment and facilities will be utilized in this operation: <br />Conveyors (2000ft) Dozers (1) <br />Graders (I) Back Hoe (1) <br />Reemnn/Cnr(er Pit <br />DMQ l l? Perini! <br />Pnge 4 of SJ <br />
The URL can be used to link to this page
Your browser does not support the video tag.