PERMFILE60239

• Permit No: C1981041A
• IBM Index Class Name: Permit File
• Doc Date: 10/3/2005
• Section_Exhibit Name: Tab 14 Reclamation Plan
• Media Type: D
• Archive: Yes

• The old home site foundation, orchard remnants and the dense stand of
20-30 foot high cottonwood trees adjacent to the old home site will not be
disturbed during the grading process.
During the process of grading this area, Light Use Roads 3, 4 and 5, and
the portions of Haul Road 3 inside the rail loop will be eliminated.
Culverts and ditches associated with these roads will be removed. The
portion of Haul Road 3 between the County road and the rail loop will be
reduced to a i 6-foot travel width and remain in place as long term access
to the property. The first step in width reduction will be the salvage of
gravel surfacing. The gravel surfacing will be moved to the section of the
road to be left in place. The second step in width reduction will be to
slope the southeastern section of the road towards the conveyor corridor
so it tapers into the adjacent ground surface. The southeastern section of
the road in most cases will be approximately one-half of the road width.
The embankment for the unit train loadout forms a portion of the
embankment for the two sedimentation ponds at the loadout. In order to
• reclaim the unit train loadout and restore the essential hydorlogic function
of flood irrigation, the loadout embankment and the sediment ponds must
be leveled. Therefore, sedimentation control for the reclaimed loadout will
be achieved with the use of alternative sediment control structures which
may include ditches, berms, silt fences, sediment traps or other approved
devices.
Sedimentation control east of the irrigation ditch wi11 be provided in the
area shown on Exhibit 11 C. This alternative sediment control will consist
of a combination of berms and silt fences or straw bales. Generally, a
berm will be utilized to direct run-off to the low lying areas where straw
bales or silt fences will filter run-off before it leaves the reclaimed area.
Run-off from the area west of the irrigation ditch will flow into the irrigation
ditch where run-off will be treated with the use of sediment traps as shown
on Exhibit 11 C. The operator does not plan to utilize the irrigation ditch so
it is available for use in the sedimentation control plan.

14-9i (Rev. 2/01)