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North American
A Lexandef
PerAlf #
Co, NC
o2-o6
io
skeei 2 � 2
Tah 2010 Ed Speer, Geolo'i,,4
gor4h Amer; ca.n Eater/d wy%es, rnc.
53l Duncan Lane /X'dden;4, 28639 (SZS) 635-80Bc�
1050
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fi P;4 F-ioar 2009
940 elev
F;nal
R+ Floor
2020
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67 C Itv Curren- P.4 F/oor 2009
- 960 e�v F nal P,'ti Floor 2020
941) E/e,v Final P;+ Ficor-
sfone d%Sclt arfe
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35
Sc reenl rx, . Be rrr\
Vegetative Plan
Seeding and Mulching
DISTURBED AREAS
1. The angle for graded slopes will be no greater than the angle which can be retained by
vegetative growth or adequate erosion control measures.
2. Within 30 working days of any phase of grading, exposed ground not under active
construction will be planted or otherwise provided with ground cover.
3. Whenever a land disturbing activity is undertaken on a tract comprising more than one acre,
if more than one contiguous acre is uncovered, a ground cover sufficient to restrain erosion
will be planted or otherwise provided within 30 working days on that portion of the tract
upon which further active construction in not being undertaken.
SEEDBED PREPARATION AND SEEDING
1. The area to be seeded will be ripped to a depth of at least 6".
2. Lime and Fertilizer will be spread uniformity and mixed thoroughly with the soil, at the rate of
90lbs. of Lime and 20lbs. of 10-10-10 Fertilizer per 2,000 sq. ft.
3. The surface of the seedbed will be finished smooth and uniform.
4. Seeding will be as follows:
a. Nov. 1- Mar 1: 3 lbs. of Tall Fescue and 0.5 lbs. of Rye
Grain per 1,000 sq. ft.
b. Mar 1-Apr I5: 3.5 lbs. of Tall Fescue per 1,000 sq. ft.
C. Apr 15 -Sep 1: 3 lbs. of Tall Fescue and 1 lb. of Millet per 1,000 sq. ft.
d. Sep 1- Nov 1: 3.5 lbs. of Tall Fescue per 1,000 sq. ft.
S. Straw Mulch will be applied at the rate of 85 lbs. per 1,000 sq. ft.
6. Hydro -seeding with approved mixtures may be used in lieu of the above.
35 81Rer _ IOSOr
�I Seedec{ 1
1 M
Safety Be_rM
- 1000
-9sor
sae
EROSION AND SEDIMENT -CONTROL
MAINTENANCE PLAN
1. All erosion and sediment control practices will be checked for stability and operation
following every run-off producing rainfall but in no case less than once every week. Any
needed repairs will be made immediately to maintain all practices as designed.
2. Sediment Basins
a. Silt basins will be constructed with riser pipe, gravel filter, or overflow gravel
field discharge.
b. Sediment will be removed from the sediment trap and inlet area when
storage capacity has been approximately 50% filled.
C. Gravel will be cleaned or replaced when the sediment pool no longer drains
properly.
3. Sediment Fences
a. Silt fences will be erected as necessary to prevent excessive erosion of
disturbed areas.
b. Silt fence fabric will be Stabilenka, Geofab, or equivalent and will be capable
of standing or being held up -right between standard 5 ft. metal fence posts
spaced not more than 8 ft. apart.
C. The bottom edge of all silt fence fabric will be buried at least 6" deep with
dirt or soil.
d. Sediment will be removed from behind silt fences when it becomes about 0.5
ft. deep at the fence.
e. The sediment fences Will be repaired as necessary to maintain suitable
barriers.
4. All seeded areas will be fertilized, reseeded as necessary, and mulched according to
specifications in the vegetative plan to maintain a vigorous, dense vegetative cover.
_U� C01
FFR 1�r W"
Safety Management Plan nl
Berms
1. Boulder Barriers
a. Boulder barriers may be erected to prevent access to dangerous areas.
b. Boulders will be at least 500lbs. each and will be placed close enough together to prevent two -wheeled vehicle (bicycle,
motorcycle, ATV) access.
c. Boulder barriers will be erected at the upper edge of all outer pit walls or in such places to prevent vehicle access and/or to
discourage human and/or animal (horse, cow, etc.) access to the pit high walls.
d. Boulder barriers and earthen berms may be employed together.
e. Boulder barriers at least 4 ft. high will be erected at the base of all pit walls higher than 30 ft. They will be positioned 20 ft.
from the pit walls to prevent vehicle access and to discourage human and/or animal (horse, cow, etc.) access to potentially
dangerous rock fall zones.
2. Safety Berms
a. Earthen safety berms at least 3 ft. high, 3 ft. wide at the top and 15 ft. wide at the base will be erected as needed along all haul
_roads. -
b. Side slopes will be maintained at 2:1(horizontal to vertical) or better and will be seeded as detailed in the Vegetative Plan.
c. Where needed to prevent excessive runoff, silt fences will be constructed as detailed in the Erosion and Sediment -Control Plan.
d. In critical areas, earthen safety berms may be reinforced with boulder barriers as described above.
3. Screening Berms
a. Screening berms will be constructed in critical areas to prevent, block or limit visibility and/or noise related to the crusher and
processing yard.
b. Screening berms will be at least 8 ft. high, 3 ft. wide at the top and 35 ft. wide at the base.
c. Side slopes of earthen screening berms will be maintained at 2:1(horizontal to vertical) or better and will be seeded as
detailed in the Vegetative Plan.
d. Trees may be planted on earthen screening berms to further enhance blockage of noise and/or visibility.
Fences
I. Four -strand barbed wire fences with metal or wooden posts will be erected as needed to block and/or limit access to dangerous
mine areas.
2. Fences currently exist along property boundaries near the mine pits and property boundaries near the office, crusher, processing
and stock pile areas.
3. Barbed wire fences will be posted with signs (caution, keep out, danger, mine area, and/or no trespassing).
4. Signs will be placed such that one or more are visible from any single site along the fence.
oolJer Barrier
AFFECTED ACREAGE
Permit # 02-06
January 2010
ratpenm
Acreage
Tailings/Sediment Ponds
<0.10
Processing Area/Stockpiles
7.86
Haul Roads
1.08
Wastepiles
0.00
Mine Excavation
14.02
Other
0.00
Total:
22.96

0
North American
EmeraLd M i
Alexander Co, NC
Per All # OZ"06 skirei 2 � 2.
Tn 2010 Ed Speer, GeofoJis4
gor4hAfner;can Emer`ld M%nes,Inc.
531 ®atncan Cane AX'4den;' e AC 2-8939 (S20) 635-8080
1050+
+
950 -
goo
N Nie `--� 4- a4- a Cross sec i eon
/I
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eye
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SiL+ $&Sin wd{ Piser
Slet, F;nal P;+ Floor
shone di Sc%terfe
r F•-eAd
s -
op�j:eB j
ra p ° r hB"
o°
slit rs or -sin WA Rack FiVer
O GIOv
35
Sc re- enf n,.
rren+ P"i floor 2009
960alev F'ncLl Rr Floor 2020
Vegetative Plan
Seeding and Mulching
DISTURBED AREAS
1. The angle for graded slopes will be no greater than the angle which can be retained by
vegetative growth or adequate erosion control measures.
2. Within 30 working days of any phase of grading, exposed ground not under active
construction will be planted or otherwise provided with ground cover.
3. Whenever a land disturbing activity is undertaken on a tract comprising more than one acre,
if more than one contiguous acre is uncovered, a ground cover sufficient to restrain erosion
will be planted or otherwise provided within 30 working days on that portion of the tract
upon which further active construction in not being undertaken.
SEEDBED PREPARATION AND SEEDING
1. The area to be seeded will be ripped to a depth of at least 6".
2. Lime and Fertilizer will be spread uniformity and mixed thoroughly with the soil, at the rate of
901bs. of Lime and 201bs. of 10-10-10 Fertilizer per 1,000 sq. ft.
3. The surface of the seedbed will be finished smooth and uniform.
4. Seeding will be as follows:
a. Nov. 1- Mar 1: 3 lbs. of Tall Fescue and 0.5 lbs. of Rye
Grain per 1,000 sq. ft.
b. Mar 1-Apr 15: 3.5 lbs. of Tall Fescue per 1,000 sq. ft.
C. Apr 15-Sep 1: 31bs. of Tall Fescue and 1 lb. of Millet per 1,000 sq. ft.
d. Sep 1- Nov 1: 3.5 lbs. of Tall Fescue per 1,000 sq. ft.
S. Straw Mulch will be applied at the rate of 85 lbs. per 1,000 sq. ft.
6. Hydro -seeding with approved mixtures may be used in lieu of the above.
35 s"Rer
�e - (0$Gr
Sa; e t y Berm
-950,
EROSION AND SEDIMENT -CONTROL
MAINTENANCE PLAN
1. All erosion and sediment control practices will be checked for stability and operation
following every run-off producing rainfall but in no case less than once every week. Any
needed repairs will be made immediately to maintain all practices as designed.
2. Sediment Basins
a. Silt basins will be constructed with riser pipe, gravel filter, or overflow gravel
field discharge.
b. Sediment will be removed from the sediment trap and inlet area when
storage capacity has been approximately 50%filled.
C. Gravel will be cleaned or replaced when the sediment pool no longer drains
properly.
3. Sediment Fences
a. Silt fences will be erected as necessary to prevent excessive erosion of
disturbed areas.
b. Silt fence fabric will be Stabilenka, Geofab, or equivalent and will be capable
of standing or being held up -right between standard 5 ft. metal fence posts
spaced not more than 8 ft. apart.
C. The bottom edge of all silt fence fabric will be buried at least 6" deep with
dirt or soil.
d. Sediment will be removed from behind silt fences when it becomes about 0.5
ft. deep at the fence.
e. The sediment fences will be repaired as necessary to maintain suitable
barriers.
4. All seeded areas will be fertilized, reseeded as necessary, and mulched according to
specifications in the vegetative plan to maintain a vigorous, dense vegetative cover.
FFp 1 c gnin
Safety Management Plan
Berms
1. Boulder Barriers
a. Boulder barriers may be erected to prevent access to dangerous areas.
b. Boulders will be at least 5001bs. each and will be placed close enough together to prevent two -wheeled vehicle (bicycle,
motorcycle, ATV) access.
c. Boulder barriers will be erected at the upper edge of all outer pit walls or in such places to prevent vehicle access and/or to
discourage human and/or animal (horse, cow, etc.) access to the pit high walls.
d. Boulder barriers and earthen berms may be employed together.
e. Boulder barriers at least 4 ft. high will be erected at the base of all pit walls higher than 30 ft. They will be positioned 20 ft.
from the pit walls to prevent vehicle access and to discourage human and/or animal (horse, cow, etc.) access to potentially
dangerous rock fall zones.
2. Safety Berms
a. Earthen safety berms at least 3 ft. high, 3 ft. wide at the top and 15 ft. wide at the base will be erected as needed along all haul
roads. - _ -
b. Side slopes will be maintained at 2:1(horizontal to vertical) or better and will be seeded as detailed in the Vegetative Plan.
c. Where needed to prevent excessive runoff, silt fences will be constructed as detailed in the Erosion and Sediment -Control Plan.
d. In critical areas, earthen safety berms may be reinforced with boulder barriers as described above.
3. Screening Berms
a. Screening berms will be constructed in critical areas to prevent, block or limit visibility and/or noise related to the crusher and
processing yard.
b. Screening berms will be at least 8 ft. high, 3 ft. wide at the top and 35 ft. wide at the base.
c. Side slopes of earthen screening berms will be maintained at 2:1(horizontal to vertical) or better and will be seeded as
detailed in the Vegetative Plan.
d. Trees may be planted on earthen screening berms to further enhance blockage of noise and/or visibility.
Fences
1. Four -strand barbed wire fences with metal or wooden posts will be erected as needed to block and/or limit access to dangerous
mine areas.
2. Fences currently exist along property boundaries near the mine pits and property boundaries near the office, crusher, processing
and stock pile areas.
3. Barbed wire fences will be posted with signs (caution, keep out, danger, mine area, and/or no trespassing).
4. Signs will be placed such that one or more are visible from any single site along the fence.
&o[Jer Barrier
AFFECTED ACREAGE
Permit # 02-06
January 2010
Cntpon"
Acreage
ediment Ponds
<0.10
Area/Stockpiles Area/Stockpiles7.86
s
1.08s
=Roads1.08
0.00vation
14.020.00
Total:
22.96

•
b N
ort A me 1Cd R
1070
&eftiAe ji
e,
EmeraLd M I n, JeSCr �""
Fr�s�S
Pat It
Frp
� 701p
ALexandev o, e 'l 1
f; 950
Perollif # 42-06 5� 2 � 2 _
o% 2010 Ed Speer, Geologjsl
27
Nefr4k. 5&&A Cress 5«l"80
1"= 50�
Laroki'r►Ij E&S+
f
Floor Z009
Asian P.f d-col< w:// 6,0 //o'
Vegetative Plan
Seeding and Mulching
DISTURBED AREAS
1.
The angle for graded slopes will be no greater than the angle which can be retained by
vegetative growth or adequate erosion control measures.
2.
Within 30 working days of any phase of grading, exposed ground not under active
construction will be planted or otherwise provided with ground cover.
3.
Whenever a land disturbing activity is undertaken on a tract comprising more than one acre,
if more than one contiguous acre is uncovered, a ground cover sufficient to restrain erosion
will be planted or otherwise provided within 30 working days on that portion of the tract
aC
V11
upon which further active construction in not being undertaken.
Z E
SEEDBED PREPARATION AND SEEDING
1.
The area to be seeded will be ripped to a depth of at least 6".
2.
Lime and Fertilizer will be spread uniformity and mixed thoroughly with the soil, at the rate of
90 tbs. of Lime and 20 tbs. of 10-10-10 Fertilizer per 1,000 sq. ft.
3.
The surface of the seedbed will be finished smooth and uniform.
Za @BO
4.
Seeding will be as follows:
a. Nov. 1- Mar 1: 3 lbs. of Tall Fescue and 0.5 lbs. of Rye
Grain per 1,000 sq. ft.
.
b. Mar 1-Apr 15: 3.5 tbs. of Tall Fescue per 1,000 sq. ft.
Z�
C. Apr 15 -Sep 1: 3 lbs. of Tall Fescue and 1 Ila. of Millet per 1,000 sq. ft.
d. Sep 1- Nov 1: 3.5 lbs. of Tall Fescue per 1,000 sq. ft.
5.
Straw Mulch will be applied at the rate of 85 lbs. per 1,000 sq. ft.
6.
Hydro -seeding with approved mixtures may be used in lieu of the above.
NorMine6coot Emer./d M�nes,Inc
531 Duncan Lana A/. �i%n;i,6 ABC 28636 [phone]
-Wcs% Ccoss Sec ;a,% jrlau � Pi-4 E
r
g5o -
W&1[�tce Creek
47n _ I_
rMllk Block .�
S;
O_'1 r
Set�imcn}
ZM. r3sMelS�:!/W�y
�M �f
Perlorefe (e.Va-r hai�ei f2.serw/�"Iw(�s $:�parf
scene cl;gellerle
r F;;eAd
Fln,l P;+ Floor
7 Rorerr rx sosyot ao%
Salt Basin u)db Piscr 541 t SOMA W A Pock Alliv-
35
5cre•e(\m,* berm
ei6y F,ne l 17% Floor
3S ��-ID50r
fi_ 1`lf iA
Saf e f r Berm
1000
'A•
r
EROSION AND SEDIMENT -CONTROL
MAINTENANCE PLAN
1. All erosion and sediment control practices will be checked for stability and operation
following every run-off producing rainfall but in no case less than once every week. Any
needed repairs will be made immediately to maintain all practices as designed.
2. Sediment Basins
a. Silt basins will be constructed with riser pipe, gravel filter, or overflow gravel
field discharge.
b. Sediment will be removed from the sediment trap and inlet area when
storage capacity has been approximately 50%filled.
C. Gravel will be cleaned or replaced when the sediment pool no longer drains
properly.
3. Sediment Fences
a. Silt fences will be erected as necessary to prevent excessive erosion of
disturbed areas.
b. Silt fence fabric will be Stabilenka, Geofab, or equivalent and will be capable
of standing or being held up -right between standard 5 ft. metal fence posts
spaced not more than 8 ft. apart.
C. The bottom edge of all silt fence fabric will be buried at least 6" deep with
dirt or soil.
d. Sediment will be removed from behind silt fences when it becomes about 0.5
ft. deep at the fence.
e. The sediment fences will be repaired as necessary to maintain suitable
barriers.
4. All seeded areas will be fertilized, reseeded as necessary, and mulched according to
specifications in the vegetative plan to maintain a vigorous, dense vegetative cover.
Safety Management Plan
Berms
1. Boulder Barriers
a. Boulder barriers may be erected to prevent access to dangerous areas.
b. Boulders will be at least 500 lbs. each and will be placed close enough together to prevent two -wheeled vehicle (bicycle,
motorcycle, ATV) access.
c. Boulder barriers will be erected at the upper edge of all outer pit walls or in such places to prevent vehicle access and/or to
discourage human and/or animal (horse, cow, etc.) access to the pit high walls.
d. Boulder barriers and earthen berms may be employed together.
e. Boulder barriers at least 4 ft. high will be erected at the base of all pit walls higher than 30 ft. They will be positioned 20 ft.
from the pit walls to prevent vehicle access and to discourage human and/or animal (horse, cow, etc.) access to potentially
dangerous rock fall zones.
2. Safety Berms
a. Earthen safety berms at least 3 ft high, 3 ft. wide at the top and 15 ft, wide at the base will be erected as needed along all haul
roads.
b. Side slopes will b'e mafntained at2:1 (horiaantai to vertical) orbetter and will be seeded as detailed In the Vegetative Flan.--- - -
c. Where needed to prevent excessive runoff, silt fences will be constructed as detailed in the Erosion and Sediment -Control Plan.
d. In critical areas, earthen safety berms may be reinforced with boulder barriers as described above.
3. Screening Berms
a. Screening berms will be constructed in critical areas to prevent, block or limit visibility and/or noise related to the crusher and
processing yard.
b. Screening berms will be at least 8 ft. high, 3 ft. wide at the top and 35 ft. wide at the base.
c. Side slopes of earthen screening berms will be maintained at 2: 1 (horizontal to vertical) or better and will be seeded as
detailed in the Vegetative Plan.
d. Trees may be planted on earthen screening berms to further enhance blockage of noise and/or visibility.
Fences
1. Four -strand barbed wire fences with metal or wooden posts will be erected as needed to block and/or limit access to dangerous
mine areas.
2. Fences currently exist along property boundaries near the mine pits and property boundaries near the office, crusher, processing
and stock pile areas.
3. Barbed wire fences will be posted with signs (caution, keep out, danger, mine area, and/or no trespassing).
4. Signs will be placed such that one or more are visible from any single site along the fence.
Boulder Barrier
AFFECTED ACREAGE
Permit # 02-06
January 2010
r_.
Acreaee
Tailings/Sediment Ponds
<0.10
Processing Area/Stockpiles
7.86
Haul Roads
1.08
Wastepiles
0.00
Mine Excavation
14.02
Other
0.00
Total:
22.96

Nortek America
Erne raLd Mine
ALexander Co, NCB ,l,z
201
f krn;i if 0Ed Speer,
Scale 1: 1200 Te" 2010
(;ed.6, Jib/
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SCALE: HORIZ. 1' 50'
VERT. i' 10'
LEGEND
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Penal Reclamation DI
Benches in consolidated materials (Hard Rock) shall be E0.50 feel maximum height with a 10 foot
bench width
Ew enaa of unconsolidated materels(loose WIN &Waste tailings) shall be sloped at an angle of Q
Zi or her and seeded according to the uagataenn Riau
The enl2nce road wit be left intact to I'vide accim to the property by the landowner for future
s Haul roads not used Mubo greded and aowned, scerddd and seeded using the vegetation
plan
Ditches to vegetated and wilt be left to grow up and be taken by nature
Basins and traps all be graded to blend into the natural and surrounding slopes and be seeded
using the vegetation plan
999.4
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TO MEET THE MINIMUM DIMENSIONS SHOWN ON PLAN.
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R 11111 TRAP (5T)
CRIP - --- (W L roAa�sot row) DR N (spa Scale 1 r' = 60'
1�. gGROUNOCOVER MUST BE PRONDEO SUfFICIENi TO RESTRAIN EROSION WTryIN 15
WORKING DAYS OR 80 CALENDAR GAYS, N}IILHEVER PLRI00 IS SHORTEN,
2. BOUNDARY AND TOPOGRAPHY PROM SURVEY BY PENOERGIA9S SURVEHryC DA1ED B/1B/2b11,
3. BUFFERS AND SETBACKS SHALL BE STAKED BY A NORTH
CARDUNA REGISTERED PLS.
♦. AL1. CONTROLS SHOWN AS EASTNO MUST BE VERIFIED IN THE FIELD
TO MEET THE MINIMUM DIMENSIONS SHOWN ON PLAN.
LEGEND
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2 BOUNDARY ANO TOpOORAPNY FROM SURVEY BY PENDERGRA55 SURVEYING. pATEp 6/IB/ppll c /'�
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North American
EfneraL Mine
ALexa NC
z-06
Arnno! + Ed Speer, ��y"+
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SCALE: H�ORIZ�. 14 � 50'
John M. Brown
be
Fill
sc"LE: ' �•
41 - 1o'
LEGENO
- UND5Na8� POOR
43 4
POND
Fnel Reckmairon Qp3p teal me%Imam height with a 10 tool
eeewha9 in consolidated malermis(Hard Rock)shall be
width. viegs) shall be sloped al an angle or
aeal.a m.w.m (w0- e0w a wave to
:,�,e°°.c..eb owe o m r„..M1a.r.im" own.
The entrance road will be left intact to provide access to the property by the landowner for future
uses. Haul roads not used volt be graded and crowned. Scanted and seeded using the vegetation
plan
Dhches are vegetated and will be left to grow up and betaken by nature
Basins and traps wall be graded to blend into the natural and surrounding slopes and be seeded
using the vegetation plan
O
John M. Bro
` r
1 019 W E. Y
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