2011-02-10_PERMIT FILE - C1981012A

• Permit No: C1981012A
• IBM Index Class Name: Permit File
• Doc Date: 2/10/2011
• Doc Name: PERMIT REVISION NO. 3
• Section_Exhibit Name: Exhibit 40 Jansen Loadout
• Media Type: D
• Archive: Yes

Exhibit 40 - Rail Loadout at Jansen
Figure 2. As the site consists of alluvial gravels, infiltration of stormwater will be high and the
small area of the site (10.5 acres) will reduce runoff potential. This alternate sediment control
will eliminate runoff from a 10 year 24 hour storm.
NECC expects minimal earth work since the site is already acceptable for loadout operations.
There will be minimal excavation for the conveyor footings. Table 2 lists the different sizes of
footings for the conveyor which will be installed to a depth of three feet below grade. The
material excavated for the footings would be used to backfill around the footings and the
remaining material distributed evenly around the site so no barriers or pooling will occur during
weather events.
No fuel or other hazardous materials will be stored on the site. Any needed fuel for the front -
end loader or other materials to be used during operations will be imported as necessary.
The existing Jansen railroad building is located in northeast corner of the site (Figure 2). The
building is approximately 16 feet by 30 feet and will be used as a site office and for restroom
facilities. The specific date of construction is unknown, however, the building has been on this
site for at lease 40 years. This building is served by City of Trinidad water and has a septic
leach field for domestic waste water disposal. The building will remain onsite as a permanent
structure after coal loadout operations have been completed.
In accordance to Rule 4.02 signs would be posted in appropriate locations. There will be a sign
posted at the front gate identifying NECC as the operator and address, facility name, permit
number and the Division of Reclamation, Mining, and Safety (DRMS) phone number, as well as
perimeter signs around the permit boundary. Since the site is relatively flat, the perimeter signs
would be space approximately every 200 to 300 feet in line of sight of each other.
Table 2 Equipment, Associated Facilities, and Structure Dimensions
Equipment, Associated
Facilities, and Structures
Dimension /Number
Truck Weight Station
Approximately 15'x 40'
Retaining Wall
1' in width, 5' high with a 4' wind screen, and length is 475'
Coal Stockpile Area
Approximately 75'x 300'
Conveyor
Length is approximately 2,740'
Conveyor Footings
16 footings that vary in three different sizes (4.5' x 4.5', 7.5' x
7.5', and 12.5' x 12.5' installed to 3" below grade)
Feed Hopper
Approximate dimensions - length 20.5' height 16' width 15'
Loadout Bin
Approximate dimensions - length 38' height 40' width 35'
New Railroad System
Approximately 4,550' of new standard gauge rail
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