20230202_Mine_Map

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1. NCDOT /5 stone is preferred . Pod to be 100 ft. L x 20 rL W x 6 in. thick (min).
2. Turning radius sufficient to accomadate large trucks.
3. Must be maintained in a condition which mu prevent tracking a direct flow of mod onto
streets. Periodic topdressing my be necessary.
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Figure 12-5. Gravel Construction Entrance
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CATEGORY
CURRENT AFFECTED
PROPOSED CHANGE TO
TOTAL AFFECTED
ACREAGE
AFFECTED ACREAGE
ACREAGE
Tailklgs/Sediment Ponds
0.00
0 .00
Stockpiles
3.00
3.00
Waste piles
0.00
0.00
Processing Areas/Haul Roads
4.50
4.50
Mine Excavations
427.70
129.60
557.30
Other (Please explain)
Total Aflectad Acreage
435.20
564.80
Total Permitted Acnaage
515.00
665.00
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kit'tion ft, 11 Sol Berm
Berm Construction Specifications:
I. Construct berm by placement of topsoil and overburden
token from initially disturbed areas.
2. Prior to placement of materials for berm formation, cut
vegetation nearly, flush with ground.
3. Compact materials in Iftlifts by construction traffic. N
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Figure 12-3. Temporary Diversion Berm Detail
2023 Modification
This modification adds 150 acres to the permitted area, with 129.6 acres of this new area to be
disturbed by mining. The new area is adjacent to the existing mine, connected by a 50 foot
wide access. The mined sand and gravel will be hauled to the existing processing plant. All
disturbed areas are surrounded by a perimeter berm, which prevents any offsite sedimentation.
This mine does not discharge any stormwater or groundwater. Any dewatering of the new
mining area will be pumped into the existing mine, which allows excess water to be infiltrated
into the soil without any discharge. Upon completion of mining, all excavations will be reclaimed
as a pond. Any disturbed areas above water table will be graded and deeded according to
approved revegetation schedule.
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