My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2012-03-02_PERMIT FILE - C1981012
DRMS
>
Day Forward
>
Permit File
>
Coal
>
C1981012
>
2012-03-02_PERMIT FILE - C1981012
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 4:49:29 PM
Creation date
3/9/2012 1:34:07 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981012
IBM Index Class Name
Permit File
Doc Date
3/2/2012
Doc Name
PERMIT REVISION NO. 3
Section_Exhibit Name
Exhibit 40 Jansen Loadout
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.
/
31
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 40 - Rail Loadout at Jansen <br />Wildlife <br />All natural wildlife habitats within the permit area have been removed by previous loadout <br />operations. The site is fenced to eliminate assess of domestic animals and big game. Small mammals, <br />amphibians and reptiles, and avian species can travel onto the site from the Purgatoire River riparian <br />area adjacent to the south and east. <br />OPERATIONS AND RECLAMATION PLAN <br />Operations Plan <br />The existing industrial site lends itself well for coal loadout operations. The existing facility includes <br />site access, railroad tracks, retaining walls, office building with city water septic/leach field, and site <br />fencing. NECC added a truck scale, coal stockpile storage area, new rail system, coal reclaim hopper, <br />coal conveyor belt with transfer points, loadout bin, and electric power line. A four -foot high wind <br />screen was installed on the five -foot retaining wall on the north side of the coal stockpile area. Table <br />2 below has a list of equipment and associated dimensions. All facilities are shown on Figure 2 and <br />have been installed to accommodate coal shipments. Coal is trucked east on U.S. Highway 12 from <br />the New Elk Mine to County Road 63.9. From County Road 63.9, the existing private driveway to <br />the site is used (Figure 2). The only modification required to these existing roads was a turn lane onto <br />County Road 63.9 from Highway 12 that was installed by the Colorado Department of <br />Transportation. The existing access road to the site is private and is suitable for coal truck access <br />during operations. <br />As coal trucks enter the site through the main gate, they cross the scale for weight measurements and <br />loop through the coal stockpile area for unloading. No internal site roads will be necessary for truck <br />traffic. Initial operations during startup of the mine will include a few coal truck trips per day to the <br />loadout site. As mine production increases to 1.1 million tons in mid 2012, 80 to 100 coal truck trips <br />per day will access the loadout site. At this production level, two unit trains per week will be shipped. <br />Coal is stored in the 25,000 ton stockpile. A front -end loader is used to transport coal from the <br />stockpile to the conveyor hopper. The 2,740 foot long covered conveyor that discharges into the <br />loadout bin has three sections with transfer points (Figure 2). Water sprays are installed at conveyor <br />transfer points and water is used as necessary to reduce fugitive dust from the trucks and coal <br />stockpile. The City of Trinidad will supply water through the service already provided to the site. <br />NECC constructed approximately 4,550 feet of new standard gauge rail on the site. Part of the new <br />rail system required removal of approximately 550 feet of existing rail in order to load coal from the <br />stockpile onto the conveyor hopper (Figure 2). The new rail system interconnects into the existing <br />rail (see Figure 2 Inset -New Railroad Line Interconnection) and terminates at the load out bin <br />(Figure 2). The new rail system provides NECC efficient loadout capabilities. <br />The site has been graded nearly flat to optimize previous loadout operations with a slight grade from <br />north to south. Stormwater is contained by a small berm (approximately two feet high) along the <br />southern edge of the property and grading along the north properly boundary prevents run -on. NECC <br />will maintain drainage patterns and the berm so any stromwater runoff will be contained in a series of <br />sumps along the southern properly boundary as shown on Figure 2. As the site consists of alluvial <br />gravels, infiltration of stormwater will be high and the small area of the site (10.5 acres) will reduce <br />runoff potential. This alternate sediment control will eliminate runoff from a 10 year 24 hour storm. <br />MR -106 - 6 - 01/23/2012 <br />
The URL can be used to link to this page
Your browser does not support the video tag.