PERMFILE116622

• Permit No: C1982056A
• IBM Index Class Name: Permit File
• Doc Date: 8/29/2005
• Section_Exhibit Name: 2.05 Operation and Reclamation Plans Part 2
• Media Type: D
• Archive: Yes

Tipple No. 2 Loadout Tunnel -The Tipple Loadout Tunnel SAE consists of small disturbed area surrounding the
tunnel on the east side as identified on Pemrit Renewal Map 5 (Roads, Powerlines and Facilities). The surrounding azea
is well-vegetated and rock/gravel filter dams have been installed in the ditches along the railroad track. This SAE was
approved by the CMLRD on June 23, 1988 with MR 88-27. Runoff from from a 10-year, 24-hour event for this 0.10
acre exemption azea would be negligible.
Pond B Access Pad -This SAE covers about 0.3 acres adjacent to Pond B. The area is gently sloping, with heavy
vegetative weer on adjacent areas bordering Foidel Creek, acting as a filter to prevent sediment contributions to the
stream. CYCC wnstructed a bean and rock filter to further wntrol and treat the anticipated 0.01 acre-feet of runoff,
generated by the 10-yeaz, 24-hour event.
Pond D East Area -The Pond D East Area SAE covers 0.7 acres adjacent to the emergency spillway, overland
conveyor, and haulroad. Runoff from this azea flows along the haulroad and wllects between the haulroad and the
Pond D embartlartent, immediately to the east of the culvert, which wnveys Pond D discharge to Foidel Creek. The
azea is vegetated, and a sump and rock filter treat the anticipated 0.04 acre -feet of runoff from the 10-yeaz, 24-hour
design storm event.
Pond D West Area -This SAE covers 0.7 acres between the haulroad and pond embankment dischazge point, along
with a portion of the overland belt. CYCC constmcted a rock filter to treat any of the anticipated 0.04 acre-feet, 10-
yeaz, 24-hour runoff from the area.
Pond F and Wastewater Treatment Facility -The Pond F1Wastewater Treatment Facility SAE rovers approxitately
5 acres and is located southwest and northwest of Pond F. The SAE area consists of a 0.5 acre paved pazking lot and
slope which drains down to the west embartlanent of Pond F, the outslopes and tops of the ponds of the wastewater
treatment system, and the building and roads associated with the treatment facility. The building pads and roads are
graveled, minimizing the potential for sediment loss and transport from the area. Any drainage from this area will flow
along the north side of Pond F and light-use road railroad embattkntent. The azea is well vegetated and arock-check
dam will filter any surface runoff prior to dischazge.
Overland Belt West -This SAE rovers approximately 0.5 acres between the haulroad embanlanent and raikoad tracks
west of the Hauhoad C rail crossing. Runoff from this relatively flat azea would be very limited, with estimated runoff
for the 10-yeaz, 24-hour event of 0.03 acre-feet. Any limited drainage flows would be treated by a rock filter.
Haulroad C Topsoil Pile -The Haulroad C Topsoil Stockpile SAE covers approximately 0.3 acres between the
haulroad and Foidel Creek, and is located across from Pond C. Runoff from the azea is approximately 0.01 acre-feet for
the 10-yeaz, 24-hour event, with runoff flows to be controlled and filtered by a berm, rock filters, and the established
vegetative cover.
Scoria Storage Area tilt 05-45) - A portion of the former Haul Road A northwest of Pond C is used as a storage area
for the scoria and gravel materials used in maintaining mine roads. The Scoria Storage area rovers approximately 0.87
acres. The surface of this azea is graded so that most minor drainage is naturally wntained. Runoff from any
significant storm event drains to the south and east, where an existing berm routes runoff flows to a sump and wllection
ditch designed to treat the runoff from a 10-yeaz, 24-hour storm event. From this ASC, the ditch directs drainage flows
through awell-established vegetative filter to Foidel Creek. The SAE demonstration for the Scoria Storage Area is
provided in Exhibit 8U.
Storage and Training Area (Trudv's Corner - TR OS-451- An azea located east of Pinnacle Peak and northeast of
Pond A previously disturbed and used in conjunction with historic surface mining activities (Trudy's Comer), is
currently utilized as a materials storage and training azea. This azea enwmpasses approximately 0.78 acres. Drainage
from this area flows to the west to an existing drainage ditch along the Pond A awess road, then approximately 0.15
miles through the vegetated ditch and awell-established vegetative filter to Pond A. An SAE demonstration
documenting the effectiveness of this drainage wnfiguration for the Storage and Training Area is provided in Exhibit
SU.
MROS-194 2.05-81 07/2/05