20230310_Mine_Maps

Kalmia <' A
PendleY Cem
M1M1� i
n \ '
�' RAP lil oirglU�:�.,
0
m
V V
ABlalock`Cem r—� ORRF.r ti vJ�r
K
BIGG ,,
Ro -
fR 9,nf, Zcai
N /
`a Tempe Mtn
SITE LOCATION wJ �0,800
7 v
W 2Pyy ,ro ,
6P �.-
'� F� 004 301 �P Od1
enpon Cem ❑ 09L 300
Arnold Knob
Rf
•PO
9
1ff
• a
o
Gurley Cem
8 i ❑ _
ry 1
o�R�o c^ 1 ^:�' `qRy Vancewonel Altapass
$gg¢gggg OOP f (� RO I \r
O v
IdREFERENCE:BASE MAP USGS 7.5.MIN.TOPO.QUAD.,SPRUCE PINE,NC,2017
5> 0 200W 40W
�m
$'tea I w Approximate Scale:1 In.=2000 R. BUECHEL STONE CORPORATIONSTEEL GRAY MINE
m
SPRUCE PINE,NORTH CAROLINA
AREA
LOCATION _ SITE LOCATION MAP
" FIGURE
OAARCADIS 1
�Og �m NORTH CAROLINA

LEGEND:GEND•
-
PARCEL 20600 _ _ _ _ — _ _ _ _ _ _ 25' UNDISTURBED BUFFER
\ BURLESON TAMMY LYNN
PROPERTY 50' UNEXCAVATED BUFFER
— — — — — — PERMIT BOUNDARY
w ,
(61 .61 ACRES)
PARCEL9200
CO PARCEL 75800
a 1 IENosJEFFREYPROPERTY OTHER DISTURBED AREAS REQUIRING
cREEPRo a TY ROGER 1 1 —� RECLAMATION (1 .14 ACRES)
Lu lie4� — �— PREVIOUSLY MINED AREA — UNDERGOING
RECLAMATION (3.67 ACRES)
� ♦ PROPOSED HAUL ROADS
It OQ PARCEL 146309 _
N 0�0 \ \ ENOS JEFFREY & DENISE (2.33 ACRES)
w PARCEL 290300 BATES PROPERTY i
a QUINN VICKIE PROPERTY \ UNEXCAVATED BUFFER (1 .00 ACRES)
�
\ / UNDISTURBED BUFFER (3.30 ACRES)
a \ N,
o
PROPOSED MINING AREA
(0.70 ACRES)
\ . ;
\ \ PARCEL N FEMA FLOOD HAZARD LIMIT
N \BUTLER FRANK& BETH
�' PROPERTY
w \ \ SEDIMENTATION AND STORMWATER PONDS
i — PROPOSED
N \ ® OUTFALL LOCATION
PARCEL 180200
g LAWS MATTHEW DALE & CARA� - - \ \ • RESIDENTIAL WELL
HOLLI PROPERTY
3 WELL -
ARCEL 303000 \ \
QUEEN RUTH
PROPERTY
w \
uX ' \ PARCEL 170900 -
z KINARD JP OP ARTY MARTHA I
wF-
a 40
~ 30 —_
-
z \. PARCEL 158900 \
'".CD . HOLLIFIELD COY ETAL PROPERTY
150
I��J'N: •.a._
a 120
C e itiV
' 110
O� 1 \
M 00
N
cN , 00
"DA-1 B IN `
so
i.� 5" -
IP RAP IN PROTE TION
W/FILTER FABRIC LINER 8� 1 PARCEL 80500 I '
a 70 0 MORGAN THERAL E & LYNNE S _
INV. =2550.60 255, 60 PROPERTY
m _ - —
U CHANNEL C-1:
4.33'(W)X 1.4'(D)(3:1 SIDE SLOPES)
ZSTRAW W/NET LINER 2545
w RIP RAP INLET PRO]ECTIO SOURCE:
Z _ 2550
_ - _ MAIN BASIN -
EL W/FILTER FABRIC IC LINER 25
� .JUTE NET BAFFLES(I 'I OF 3)
0 ° qA ! \ _ 1 . BASEMAP COORDINATE SPACE IS NORTH CAROLINA STATE
z ASS' QUEEN riu OUTFALL D1 PLANE, NAD83 (NC83F).
hr \ \ 2sso 2. PARCEL DATA PROVIDED BY MITCHELL COUNTY, NC83F
cb
I-- HANNEL -2d s
w Q EMERGENCY BYPASS SPILLWAY - PUBLISHED APRIL 2021 .
� w \ xts(D)(3:1 SIDE SLOPES
) \�Ar 3. SURVEY FILE PROVIDED BY MOUNTAINEER LAND SURVEYING.
a w \ zo STRAW w/NET LINE
R \y _Z) _, INV. 3"FAIRCLO SKIMMER
4. AERIAL PROVIDED BY 2021 MICROSOFT CORPORATION,
=2 50.60 \�`
Z) WELL w/225"ORI ICE PLATE DISTRIBUTION AIRBUS DS 2021 .
Lu
w s5LF-4" ao
K } (\ PVC @ 1%SLOPE(min.) `
0 100' 200'
-I �.: PARCEL 174300
19
w coQUEEN RUTH \ 31 GRAPHIC SCALE
z
PROPERTY -._... :._..
o \
F-
¢
_\
W
= M ' \ \ BUECHEL STONE CORPORATION
N uj
� \\ STEEL GRAY MINE
co I`N Z / ` SPRUCE PINE, MITCHELL COUNTY, NORTH CAROLINA
N
W
g wW W o -
N \
O 0 a \ '
o
W < Q \ \ \ �� SITE PLAN - EXISTING PERMITTED AREA
U i m \ \ PARCEL32200 \ \ \
g m o w p
U PARCEL. 28900
H - Q O = w GLENN BLAKE &
d w 00 O BETHANY Q BRYANT MYRON & ,
yJ w L Q \ \ PROPERTY SUSAN PROPERTY \ FIGURE
b a X m ¢ \ \ ,7�� /^ PARCEL 140500 \ _ _ - _ ARCAD IS
2
m z z m
\ YANCEY TIMBER RESOURCES \

d PARCEL 9019 -
w LEGEND:
MASK DONNA DUNCAN
PROPERTY -
W '��
PERMIT BOUNDARY
Q PARCEL C113 -- a
o 13IDDIXBLAINE (61.61 ACRES)
PROPERTY - : -
PARCEL23i7 PROPOSED HAUL ROADS
W LETTERMAN BRYAN R /
♦- ETALPROPERTVDO (2.33 ACRES)
- /
N PARCEL 6649
WDALE LEWIS
PROPERTY
RD SOURCE:
1 . BASEMAP COORDINATE SPACE IS NORTH CAROLINA STATE
/ PLANE NAD83 (NC83F).
Q � PARCEL 9621 / / / ,
/ / 2. PARCEL DATA PROVIDED BY MITCHELL COUNTY, NC83F
.\ EDNEVJ.W.HEIRSPROPERTY PUBLISHED APRL 2021.
N
3. SURVEY FILE PROVIDED 8Y MOUNTAINEER LAND SURVEYING.
N j 4. AERIAL PROVIDED BY 2021 MICROSOFT CORPOR
ATION,N
DISTRIBUTION AIRBUS DS 2021 .
o
6
W /11PARCEL9391
O ROPE$RICKY
Q \
Q - - CEMETERY
I PARCEL 20600
BURI_ESON TAMMY LYNN \
PkUPEkTY ,\
PARCEL 76800
PARCEL 9200
\... GREEPROPERTY GEg ... .. �...__. .........,a .. _. ENOS JEFFREY PROPERTY
U
LU / v % PARCEL 14630) .-
\ ENOS JEFFREY&DENISE
,PARCEL 290300 \ BATES PROPERTv / \
Q . v QUINN VICKIE PROPERTY \ 3.
A A
CL
W
F I\ PARCEL 190900
cliBUTLER FRANK&BETFI
\ PROPERTY 1
Z
PARCEL 18020\ --
HOLLLII PR PERT&CARA
PARCEL 303000
\ \\W QUEEN RUTH PROPERTY
N `V/
c � \
PARCEL 170900 •_
O ; ,i KINARD JP AND MARTHA
PRO
CN PROPERTY
N i
14
� \ PARCEL 766900
lL \ \
HOLLIFIELD COY ETAL PROPERTY
U
a \ \
c
o
r
I If
If
Z OLj - 1 PARCEL 80500
Z \ MORGAN THERAL E 8 LYNNE S
PROPERTY
O_ w a \
cn i \
LU
LU
PARCEL80100 \
Q ' \ S QUEEN RUTH \
_ PROPERTY
of
Lu LU
(7 W \ pr\
W
dj m
' Q PARCEL 174300 \
Z _ \ QUEEN RUTH yt.. I 1 40' 300
Q -. \. PROPERTY \ \ \ [
_J c\IN
N
\
\ \ [ 1 GRAPHIC SCALE
LU
LU
Lu
\ \ , BUECHEL STONE CORPORATION
W W \ \ \ i STEEL GRAY MINE
Q \ �\ \ - SPRUCE PINE, MITCHELL COUNTY, NORTH CAROLINA
` -
u Z PARCEL 32200 `
FARCEi.28900
U G`BETHANV Q & 6RYANT MYRON& \ , _
o J uin U- < Z \ \ PROPERTY \USANPRO?ERTY \ SITE PLAN - EXISTING PERMITTED AREA
g ~ a o = y�<<r ,� YAN�EYMBE�REsoDR44, �ES - - - - _ - - - - - WITH ADDITIONAL SECTION OF
>. O] Q Q O LLC PROPERTY
\ _ _. /
E J 0] IU-
WASHBURN ROAD
0a = LLB \ R�
LL
7 aji LU 0000 �w \ \ \ / FIGURE
' ARWANkmmzz 2A

r , LEGEND:
PARCEL 20600
- -BURLESON TAMMY LYNN 25' UNDISTURBED BUFFER
'
PROPERTY
50' UNEXCAVATED BUFFER
w
�� I — — — — — — PERMIT BOUNDARY
¢ I (61 .61 ACRES)
_ PARCEL7580o I : 1 ENDS JEFFREY PROPERTY
EL PAR9200 PROPOSED HAUL ROADS
U
w GREEN MARK ROGER \
PROPERTY , (2.33 ACRES)
UNEXCAVATED BUFFER (1 .00 ACRES)
U) ��
cli
N /
'P � � UNDISTURBED BUFFER (3.30 ACRES)
w \ PARCEL14630,3 _ :_
OS
¢ �Q PARCEL 290300 EN BATES PROPERTY / '- - - - - - - 1 (0.72 ACRES)
o ® \ r PROPOSED MINING AREA
a \ _
\ — —
¢ � QUINN VICKIE PROPERTY r
' ,� " - — — — — — — — — — — — PROPOSED DRAINAGE AREA
0
FEMA FLOOD HAZARD LIMIT
co
_ \
N " SEDIMENTATION AND STORMWATER PONDS
N \ \ PARCEL 190900 - PROPOSED
-• - _ OUTFACE LOCATION
w � \BUTLER FRANK & BETH
¢ PROPERTY
m ,
M \ \ RESIDENTIAL WELL
Fi
o \ N-
}
PARCEL 180200 \ \ \
LAWS MATTHEW'DALE & CAR
A�
Z WELL HOLLI PROPERTY
CEL303000 .
-
g
w QUEEN RUTH
PROPERTY 3
z
U \ I
u \ PARCEL 170900
p KINARD JAMES AND MARTHA
PROPy \ PROPERTY I
z MINING
AREA
J
(L
o \
w
z_
°A-1 PARCEL 158900
--
HOLLIFIELD COY ETAL PROPERTY
o
w so
� I
o ` t \
o`
120
- p .
2.87 ac. 110 + -
N
N
w DA-1 BASIN 90 •c1
0o \
W IP RAP IN PROTECTION. ,i' / _ _
W/FILT 130
PARCEL 80500
70
A MORGAN THERAL E & LYNNE S
=255asoJ \255 60 725 PROPERTY
- �- --
0
m
U CHANNEL C-1:� \ 120
t 4.33'(W)X 1.4 (D)(3:1 SIDE SLOPES
STRAW W/NET LINER 2545 115
INV.= 0.6 ,.ll
Z _ SOURCE:
RiF RAP'I'NCET PROTECT70 - �'
Ua � �A W/FILTER FABRIC LINER `zs MAIN BASIN "° 105 1 . BASEMAP COORDINATE SPACE IS NORTH CAROLINA STATE
o Y `� JUTE NET BAFFI_I ti TYP. OF3)
III z
'qs 91
UTFACE 09 (PLANE, NAD83 NC83F)
ts� O ��� 2550 ,.
..
Ui so 2. PARCEL DATA PROVIDED BY MITCHELL COUNTY, NC83F
j `� 61 a PUBLISHED APRIL 2021 .
Q _ EMERGENCY , - - 3. SURVEY FILE PROVIDED BY MOUNTAINEER LAND SURVEYING.
LLI 16'(W)XL5'(D)(3:1SIDESLOPES). ��Ar 4. AERIAL PROVIDED BY 2021 MICROSOFT CORPORATION,
¢ W srRAww/NEru0.. - DISTRIBUTION AIRBUS DS 1 M
J IN .= 0.60 �� 3"FAIRCLOTH SKIMMER �°',.. 51
y
WELL,. \ ^
w �,/ w/2.25"ORIFICE PLATE .
-__ - "�• - 5LF-4 21 .
SCH.40 .
0 LuIN PVC @ 1%SLOPE(min.) 'I
-
mARCEL 174300 _
Lu Z QUEEN RUTH PROPERTY tr ! \ \: .:::� _ - _ - - GRAPHIC SCALE
¢
U) \ "
\\
W I
I
y M , . �� _ . •-- BUECHEL STONE CORPORATION
W co w STEEL GRAY MINE
N Q SPRUCE PINE, MITCHELL COUNTY, NORTH CAROLINA
U \
° ~ clj
0 a �
o0 1 a 5 z SITE PLAN - PROPOSED PLAN
1 iii 0- zoz \ \
MODIFICATION
U < \ 1
V LLI v Q � m \ PARCEL 32200 \ \ \
g m o o w p \ PARCEL 28900
F- ro ¢ o L) w \ \ GLENN BLAKE &
w 00 O U— BETHANY Q BRYANT MYRON &
y w u— \ PROPERTY SUSAN PROPERTY \ FIGURE
0 co co w
'.ILL 7 U U Q \ LL-- \
(L x '7� \ ^ PARCEL 14050O \ - ARCAD I S 3
� / '1 YANCEY TIMBER RESOURCES \ - - - - - - -

1 d.
V i cJ
w� r "
Lii
m L
MIN
J
o
a
F-
F-
W
m , `•
Lu
U @
W 5
s� LEGEND :
N t
N — — — — — — 25' UNDISTURBED BUFFER
uw
N
W 9
' 50' UNEXCAVATED BUFFER
4 ,P
— PERMIT BOUNDARY
CR
(61 . 61 ACRES)
M x`
N
O
N OTHER DISTURBED AREAS REQUIRING
MINN "'� ♦ ■IV# RECLAMATION (1 .1. 4 ACRES)
- ♦♦♦♦i♦ PROPOSED HAUL ROADS
♦♦♦i♦ (2. 33 ACRES)
3 +++
" UNEXCAVATED BUFFER (1 . 00 ACRES)
Z
g ♦♦i UNDISTURBED BUFFER (3. 30 ACRES)
z
Z �� PROP SED MINING AREA
(0. 70 ACRES)
FEMA FLOOD HAZARD LIMIT
Z
y % y SEDIMENTATION AND STORMWATER
+ PONDS — PROPOSED
s
W
N
OUTFALL LOCATION
p + � MINING SEQUENCE
co
N
N
a
c `
t
0
z SOURCE :
Zw's; >♦
i . BASEI\I ,U�iRDINATE SPACE IS NORTH CAROLINA STATE
PLANE, NAD83 (NC83F).
2. PARCEL DATA PROVIDED BY MITCHELL COUNTY, NC83F,
m PUBLISHED APRIL 2021 .
w L 3. SURVEY FILE PROVIDED BY MOUNTAINEER LAND SURVEYING.
4. AERIAL PROVIDED BY 2021 MICROSOFT CORPORATION,
�� . = w,— DISTRIBUTION AIRBUS DS 2021 .
0
\ 5. GROUND SURFACE CONTOURS ARE BASED ON LOCAL ELEVATION
o DATUM AND ARE APPROXIMATE.
90
W m
_:. .
0 30, 60'
m
L'' RIP RAP INLET PROTECTION GRAPHIC SCALE
o
W/ FILTER FABRIC LINER
Lu
y 255V
W I DA-1 BASIN BUECHEL STONE CORPORATION
W Z SPRUCE PINE, MI CHEL COUNTY, NORTH CAROLINA
m STEEL GRAY MINE
w a - \
' J \ -.
U W `'> \\\
Lu
ir
o a
� ¢ ofCD
EL
r z
0M cHANNELc-1 : 9 FUTURE MINING SEQUENCE
0 z 4 33'(W) X 1.4' (D) (3:1 SIDE SLOPES) Q CE
UN W QQJ ¢ .
STRAW W/NET LINER
N a o = INV. = 2550.60 2545
U �
rl w .. =LL _ _ FIGURE
6 � LL
ILL MzW OAARCADIS 4
W W co co
(n
of
X m. zzm

CEMETERY
ue
Iru
w
m \ '' �' "; •a, ) PARCEL 20600
Y
~ = s" _ .. BURLEPON TAMMY LYNN
r
s
\ ROPERTY
rlow
H
M
O
x
c'
p
h
i I e
PARCEL 75800
PARCEL 9200
w (ENOSJEFFREY PROPERTY
w GREENE MARK ROGER, `
Z
w PROPERTY
:/�
C7
ILLI � ' 'oti % - -
LEGEND :
g *1� PARCEL 146303
* \ ENOSJES R O & DENISE _ _ _ _ _ _ _ _ _ _ m
Jr
PARCEL2so3oo BaresPROPERTr � 25 UNDISTURBED BUFFER
N QUINN VICKIE PROPERTY
Lu 50' UNEXCAVATED BUFFER
\ \ �
¢ \ _
� \ — — PERMIT BOUNDARY
CN
77 \ PARCEL190900 (61 .61 ACRES)
CN
M ✓" \
rt:lPRn�r>�zTv OTHER DISTURBED AREAS 'F�'E'QUFR1�
N
BUTLER FRANK & BETH
N \ \ RECLAMATION (1 . 14 ACRES)
w _ \ \ PREVIOUSLY MINED AREA —
a FLL
_-
`� , ' _ ______. _ _e—_ _. _._._ __ PAR6ELlsozoo — .: UNDERGOING RECLAMATION
w .
�, _-
LAWS HOLLI PROPERTY
CARA \ \ (3.67 ACRES)
O
¢ PARCEL 303000QUEEN
\
3 PROP RTYH
\ PROPOSED HAUL ROADS
T (2. 33 ACRES)
z ,
UNEXCAVATED BUFFER (1 . 00 ACRES)
J 40
30 UNDISTURBED BUFFER (3. 30 ACRES)
w
z 20
lo
PARCEL158900 OPOSED MINING AREA
1 , (0. 70 ACRES)
sus' HOLLIFIELD COY ETAL PROPERTY
O
f _ FEMA FLOOD HAZARD LIMIT
N \ �
v .� 150
2 e
a
SEDIMENTATION AND STORMWATER
PONDS — PROPOSED
O
c704
!.
- a 120
/r
110
00
120
O DA-1 A SIN- ,y 110w 90 �. OUTFACE LOCATION
00� g ,.::.tom 80
IP RAP INLET PROTECTI - - �' i„ ., . _ _,q � ;:-. � ' 1
pm RECLAMATION CONTOUR
/F L ER F I INER e,
c70
m =2550.60 •�, two ` 0 1, 6„ ) I i—i __. `� ,
o
ILL 33'W D 3:1 SIDE
C-1.' r �„
( )X 1.4'( )( E SLOPES) -
z _ STRAW W/NET LINERE—L 2545
IP RAP INLET PROTECTION 2550
r' W/FILTER FABRIC LIN 2g MAIN BASIN "eq0 -- SOURCE:
Lu
13� 100 JUTE NET BAFFLES TYP.OF 3> - �� - 1 . BASEMAP COORDINATE SPACE IS NORTH CAROLINA STATE
S PLANE, NAD83 (NC83F).
QUE O TFALL 01 zsso %" _ \� 2. PARCEL DATA PROVIDED BY MITCHELL COUNTY, NC83F,
Q
EL C-2:
_ — --- PUBLISHED APRIL 2021 .ANN Il" ?. _ ,..., _ .-� `- r,
� EMERGENCY BYPASS SPILLWAY ,�' � V
' \ _ 3. SURVEY FILE PROVIDED BY MOUNTAINEER LAND SURVEYING.
(J \,.. 6'(W)X 1.5'(D)(3:1 SIDE SLOPES) ,. _
W STRAW LINER 4. PROVIDED BY 2021 MICROSOFT CORPORATION,
AERIAL
"" DISTRIBUTION AIRBUS DS 2021 .
C7 � INV =2 5 .60 � 3"FAIR LOT KIMMER ". '"'
0 0 w2.2 PIP05
\l �.
W Q z � -4 M. 0 100' 200'
— VC 1%SLOPE min.) a)-
m
w
O w - • PARCEL 174300 GRAPHIC SCALE
cn w QUEEN RUTH
W j PROPERTY
\ A BUECHEL STONE CORPORATION
\ STEEL GRAY MINE
WW
w t¢ � \
SPRUCE PINE, MITCHELL COUNTY, NORTH CAROLINA
m \ /�
W M _
co
¢g O_ \ \N z =
\ RECLAMATION PLAN
z
w ¢ — �
H � PARCEL32200
E g S w — IL PARCEL28900
w w O = LL :� ¢ GLENN BLAKE & FIGURE
v F U LL, M w BETHANY Q BRYANT MORON 8
~ w P " W co coPROPERTY m SUSAN PROPERTY AARCADIS 5
iia Xmmzzm \

LEGEND:
'---------- 25' UNDISTURBED BUFFER
-/ """""------...... 50' UNEXCAVATED BUFFER
r- --__ - (61.61 ACRES)
/j-- _-__ --- LIMITS OF GRADING
><—_— FENCE BARRICADE
/
----------- GRADE BREAK
a ��•,' /. � � < ........... CULVERT
DRAINAGE DITCH
� •< � \ PREVIOUSLY MINED AREA -
> UNDERGOING RECLAMATION
`� Va �� <�< �•�� v< (3.67 ACRES)
PROPOSED HAUL ROADS
(2.33 ACRES)
'`- ��`� ��� 1t� UNEXCAVATED BUFFER (1.00 ACRES
1 `0
UNDISTURBED BUFFER (3.30 ACRES)
p . o- • iss.;� ,.� - \,. �\ ��� ��� �\ �; PROPOSED MINING AREA
1
B0 (0.70 ACRES)
+s �`•,_, \ ��� \\ �i - FEMA FLOOD HAZARD LIMIT
<
-
� SEDIMENTATION AND STORMWATER
PONDS - PROPOSED
$ - `` <`>� `� a 4 �*'�� ���� '•,�� \� 0 OUTFALL LOCATION
110 RECLAMATION CONTOUR AND
ELEVATION
-�\'®. - � -�, '-- --- � � ` ��\� ��,• `� ` --190-- EXISTING CONTOUR AND ELEVATION
_s SOURCE:
�<
w =
s_ ;� �� ,- ♦ 1. PLANE.BASEMAP COORDINATE SPACE IS NORTH CAROLINA STATE
PLANE.
NA ).
2. PARCEL DATATA PROVIDED BY MITCHELL COUNTY, NC83F,
PUBLISHED APRIL 2021.
- =.n. _ �</j 3. SURVEY PROVIDED BY MOUNTAINEER LAND SURVEYING.
a i .. / 4. AERIAL PROVIDED
IDED BY 2021 MICROSOFT CORPORATION,
m X DISTRIBUTION AIRBUS DS 2021.
cog
0 AO' 80,
w„
3�
o • v.^" - / - �j GRAPHIC SCALE
BUECHEL STONE CORPORATION
STEEL fMI4FF
" II SPRUCE PINE,MITCHEHELL COUNTY,NORTH CAROLINA
s. RECLAMATION PLAN AND
RIPwRAP INLET PROTECTIOF CROSS-SECTION LOCATOR
am
=<0�6 W/FILTER FABRIC LINER y
e4 LLLLa Y F IGURE
DA 1 BASIN ��; /aRCJaDIS s

LEGEND:
PROPOSED GRADE
A EXISTING GRADE
Northwest Southeast -------...... PROPOSED LIMITS OF MINING
E
155 155
150 / 150
a
145 / \
a 145
FENCE / 1
BARRICADEJ( 1
40 / 140
s 1
135 I 135
o \5
W>
130 130 GSl
J
� DIVERSION BERM FENCE BARRICADE
� N \
w Z U1
125
UPPER DRAINAGE 125
°J DITCH DIVERSION BERM i
w
"e >
m m
a
C, 120 EXISTING GRADE _ 120
� v
Z ; Z
tR
115 �_ 115
UPPER DRAINAGE
to DITCH
�3 110
110
aw PROPOSED FINAL GRADE CULVERT PIPE
w' (ALONG DITCH) 0 40' 80'
pw
w. 105 105
m HORIZONTAL SCALE: 1"=40'
0 8' 16,
00 100 100 VERTICAL SCALE: 1"=B'
BACKFILL MATERIAL
BUECHEL STONE CORPORATION
STEEL GRAY MINE
95 % 5 SPRUCE PINE,MITCHELL COUNTY, NORTH CAROLINA
w ........................................................... .................,.....
sm w p ,........ g
s�
h<=° CROSS SECTION A-A'
<wa so
E mOW 0
0 40 80 120 160 200 240 280 320 360 400 440' or
E LLs
vy LLumm I FIGURE
��__ ARO%DIS 7

B Southwest Northeast B'
185 185
FENCE BARRICADE I LEGEND:
1Bo yl 180
DIVERSION BERM r"ROFU'SE GRACE
-- -- EXISTING GRADE
g 175 175 """""""" PROPOSED LIMITS OF MINING
170 / 170
a UPPER DRAINAGE
165 / DITCH
165
160 / 160
5 155 / 155
150 / 150 _
O j
W >J
W
p 145 / 145
LL N N
w 140 140
o p w
m EXISTING �
GRADE m
$ � 135 / 135 a
FEMA FLOOD HAZARD LIMIT
h o 130 / 130 F
a Zi
w / w
125 125
Vp
fO
120
120
ya PROPOSED GRADE 0 30' 60,
115 / 115
<W HORIZONTAL SCALE: 1"=30'
m 0 10' 20'
d 110 5q — 1 10
VERTICAL SCALE: 1"=10'
oa
- 105 105
Wo S BUECHEL STONE CORPORATION
5 < ���, STEEL GRAY MINE
/ ♦' DRAINAGE DITCH SPRUCE PINE, MITCHELL COUNTY,NORTH CAROLINA
6 too 100
wm w
<� � \ / ••,� BACKFILL MATERIAL
gW° CROSS SECTION B-B'
im- 95 / .........»................................... ..1 95
da �mo�
Ew °or
FIGURE
pN unn
90 90
s 0 30 60 90 120 150 180 210 240 270 300 330 ARCADIS

i • �r _ _
..
J
M
>
T
yv
F-
w ,
1U)— _
0 . `
M >
W \ =
W
C9
a - \
U
-. LEGEND :
Lu
N�Jlw
— — m. PERMIT BOUNDARY
CN
N ` \ \ r%55 yl 0 (61 . 61 ACRES)
PROPOSED HAUL ROADS
w \
a \ 90 (2. 33 ACRES)
Lo
Q \ / $0 FEMA FLOOD HAZARD LIMIT
co
N 70
SEDIMENTATION AND STORMWATER
N
N RIP RAP INLET PROTECTION
PONDS — PROPOSED
Lu
z DA-1 BASIN \ \ M15 255u OUTFALL LOCATION
0 \
50
g \
40
Z CHANNEL C-1: \ $ SKIMMER BASIN SK-1
g 4.33'(W) X 1 .4' (D) (3:1 SIDE SLOPES)
\ DRAINAGE AREA: 6.92 AC
2 _ STRAW W/NET LINER - PEAK FLOW (10-YR STORM): 16.42 CFS
coINV. = 2550.60 \ 2545
� REQUIRED VOLUME: 12,456 CIF
w \ REQUIRED SURFACE AREA: 5,337 SF
w Z PROVIDED VOLUME: 29,700 CIF
U PROVIDED SURFACE AREA: 8,400 SF
o 25
RIP RAP INLET PROTECTION TOP WIDTH: 40 FT
s W/ FILTER FABRIC LINER r_ BOTTOM WIDTH: 10 FT
4P ` + TOP LENGTH: 210 FT
JUTE NET BAFFLES TYP. OF 3
a A PARCEL 80 100 \ \ \ ( ) $ BOTTOM LENGTH: 180 FT
SIDE SLOPES (Z:1): 2.5:1
N MAIN BASIN \ * OVERFLOW WEIR WIDTH 16 FT
0
-
OVERFLOW WEIR DEPTH. 1.5 FT
N QUEEN RUTH
• CHANNEL C-2: OVERFLOW WEIR LINER MATL.: STRAW W/NET
LL EMERGENCY BYPASS SPILLWAY
PROPERTY 16'(W) X 1 .5' (D) (3:1 SIDE SLOPES) 2 C C 0 SKIMMER SIZE: 3 IN
a STRAW W/NET LINER �UTFALL 01 {,', JJ SKIMMER ORIFICE: 2.25IN
c
INV. = 2550.60 - DEWATERING TIME: 2.13 DAYS
o \
m
0
Z
SOURCE:
w
Z \
FL \ 1 . BASEMAP COORDINATE SPACE IS NORTH CAROLINA STATE
w PLANE,, NAD83 ('N C8,3,F)1.
a \ 3" FAIRCLOTH SKIMMER 3 2. PARCEL DATA PROVIDED BY MITCHELL COUNTY, NC83F,
` \ W/2.25" ORIFICE PLATE 8 PUBLISHED APRIL 2021 .
w w \ 3. SURVEY FILE PROVIDED BY MOUNTAINEER LAND SURVEYING.
22 85 LF - 4" SCH. 40 4. AERIAL PROVIDED BY 2021 MICROSOFT CORPORATION,
a
DISTRIBUTION AIRBUS DS 2021 .PVC @ 1% SLOPE (min.) 5. GROUND SURFACE CONTOURS ARE BASED ON LOCAL ELEVATION
o ` DATUM AND ARE APPROXIMATE.
Rxo T \
z o so' 60'
um'1 GRAPHIC SCALE
O w `
\ \ \ ` BUECHEL STONE CORPORATION
w Of
\ STEEL GRAY MINE
m W Q \
SPRUCE PINE, MITCHELL COUNTY NORTH CAROLINA
M
� '
gm w UMo
cf0i a d
to
ol
}1� PROPOSED EROSION AND
U o co W J80
Q SEDIMENTATION BASINS
gN ¢ wawa \
i.� m Q O w `
9 13 � Q \.
\ FIGURE
yF 6n u) 0MmW \
w F Wmw co co cn \ \ - v 04ARCADIS 9
(Ua of Mzzm \

uJ
W
o NOTES: Construction 1. Clear, grub, and strip the area under the embankment of all vegetation and
a DEWATERING-ALLOW THE MAXIMUM REASONABLE Specifications root mat. Remove all surface soil containing high amounts of organic matter
DETENTION PERIOD BEFORE THE BASIN IS COMPLETELY DEWATE and stockpile or dispose of it properly. Haul all objectionable material to the
INFLOW RATE-REDUCEE THE INFLOW VELOCITY AND designated disposal area. Place temporary Sediment control measures below
' • H(AT LEAST 4a HOURS).
W DIVERT ALL SEDIMENT-FREE RUNOFF.m basin as needed
Q
J2. Ensure that fill material for the embankment is free of roots, woody
vegetation, organic matter, and other objectionable material. Place the fill in
Plan View lifts not to exceed 9 inches,and machine compact it. Over fill the embankment
• The baffle material needs to be secured at the bottom and sides using
0 6 inches to allow for settlement.CL staples.
I IV 3. Shape the basin to the specified dimensions. Prevent the skimming device
from settling into the mud by excavating a shallow pit under the skimmer or •Most of the sediment will accumulate in the first bay, so this should be
Inflow providing a low support under the skimmer of stone or timber. readily accessible for maintenance.
LU structure 4. Place the barrel(typically 4-inch Schedule 40 PVC pipe)on a firm, smooth
ca foundation of impervious soil. Do not use pervious material such as sand,
< % i uJ gravel, or crushed stone as backfill around the pipe. Place the fill material
Drape baffle material werwire strand and Extend 9 gauge wire to basin side or install T-post to anchor
around the pipe spillway in 4-inch layers and compact it under and around
e to at least the same density as the adjacent embankment
the PP . Care must secure with plastic t e, it pasts and an wire every 12" baffle to side of basin and secure to vertical post
i
� be taken not to raise the pipe from the firm contact with its foundation when If— 4'Max.
J compacting under the pipe haunches.
Skimmer
dewatering Emergency Place a minimum depth of 2 feet of compacted backfill over the pipe spillway 9 Gauge MinHigh _/� n
N device g aY Tension Wire Strand -1
N spillway before crossing it with construction equipment. In no case should the pipe 3 w1IN.' la variable Depth
conduit be installed by cutting a trench through the dam after the embankment Shall Be Secured P
L To Post To Support Average Area is complete. Baffle Material Width W L Secure bottom of baffle to ground with
T j 5. Assemble the skimmer following the manufacturers instructions, or as 12"staples atl2"maximumspacing.
v
Q ' Arm of basin water surface at designed._
g Baffle Material•
<
top of principal spillway elevation 0,
6. Lay the assembled skimmer on the bottom of the basin with the flexible BaffieMaterial
N joint at the inlet of the barrel pipe. Attach the flexible joint to the barrel pipe
o and position the skimmer over the excavated pit or support. Be sure to attach
M a rope to the skimmer and anchor it to the side of the basin. This will be used "If the temporary sediment basin will be 11 Gauge
V to pull the skimmer to the side for maintenance. converted to a permanentstormwater basin Landscaping Staple
r Fre board Embankment of greater depth,the baffle height should be
N Inflow Baffles —
structure 7. Earthen spillways—Install the spillway in undisturbed soil to the greatest based on the pool depth during use as a
o :� 1 —__ extent possible. The achievement of planned elevations, grade, design width, temporary sediment basin.
N
• and entrance and exit channel slopes are critical to the successful operation
FII r' $Co 0111 °' '"'" "vcrr alcvatiomof of the spillway. The spillway should be lined with laminated plastic or
Note:Install three(3)colt fiber baffles in basins
e+nergeney spillway impermeable geotextlle fabric. The fabric must be wide and long enough to \Steel Post
at drainage outlets with a spacing of 1 i4 the
ter fabric Emergency cover the bottom and sides and extend onto the top of the dam for anchoring2'•0"Depth
spillway
p in a trench. The edges may be secured with 8-inch staples or pins. The fabric basin length.Two(2!colrfiber baffles can be
Sediment - P P installed in the basins less than 20 ft.in length Baffle Material should be secured to the bottom
J View storage zone Cross-Section must be long enough to extend down the slope and exit onto stable ground. with a spacing of 113 the basin length. and sides of basin using 12"landscape staples
The width of the fabric must be one piece, not joined or spliced; otherwise
water can get under the fabric. If the length of the fabric is insufficient for the
vi entire length of the spillway, multiple sections, spanning the complete width,
may be used. The upper section(s) should overlap the lower section(s) so
LU that water cannot flow under the fabric. Secure the upper edge and sides
o
w CROSS SECTION OF SEDIMENT BASIN WITH SKIMMER OUTLET AND EMERGENCY SPILLWAY of the fabric in a trench with staples or pins. (Adapted from "A Manual for
O
Z_ N.T.S. --- Designing, Installing and Maintaining Skimmer Sediment Basins." February, COIR FIBER BAFFLE DETAIL CROSS SECTION OF A POROUS
1999. J. W. Faircloth &Son.). O BAFFLE IN A SEDIMENT BASIN
Hischar a wl'ter into the basin in a manner to prevent erosion. Use N.T.S.
o temporary slope drains or diversions with outlet protection to divert sediment-
N laden water to the upper end of the pool area to improve basin trap efficiency
(References: Runoff Control Measures and Outlet Protection).
0
9. Erosion control—Construct the structure so that the disturbed area is
minimized. Divert surface water away from bare areas. Complete the
embankment before the area is cleared. Stabilize the emergency spillway
N embankment and all other disturbed areas above the crest of the principal
0
a spillway immediately after construction (References: Surface Stabilization).
iL WATER ENTRY UNIT
T; WITH TRASH SCREEN GENERAL NOTES: 10. Install porous baffles as specified in Practice 6.65,Porous Baffles.
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE
PIPE. 11. After all the sediment-producing areas have been permanently stabilized,
d 2. PROPER ORIFICE OPENING MUST' BE SELECTED TO ENSURE POND DRAINS IN remove the structure and all the unstable sediment. Smooth the area to
CORRECT c CONDITIONSMOUNT OF WARRANT AME.CHANGE. blend
MAY BE REQUIRED IF FIELD blend with the adjoining areas and stabilize properly (References: Surface
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS. Stabilization).
U 4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
ORIFICE ,TAL INDTUB �I NTH iRrFE 3 (EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
o ORIZONTAL TUBE WITH A
Z 4 CONSTANT HYDRAULIC HEAD DISCHARGE END OF THE PIPE. Malnt@Hance, Inspect Skimmer Sediment basins at least weekly 6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT y and after each significant
z r MANNER. (one-half inch or greater) rainfall event and repair immediately. Remove
a- 7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT Sediment and restore b
U resore the t0 Its Orl SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE. ginal dimensions when Sediment
SCHEDULE 40 PVC PIPE accumulates to one-half the height of the first baffle. Pull the skimmer to
Q (BARREL OR ARM)
a- one side so that the sediment underneath it can be excavated. Excavate the
w
sediment from the entire basin, not just around the skimmer or the first cell.w Make sure vegetation growing in the bottom of the basin does not hold down
M LEXIBLE HOSE ARTHEN EMBANKMENT
W the skimmer.
FLOAT
j MERGENCY SPILLWAY PVC VENT the baffles if the Repair g
O PIPE P y are dama ed. Re-anchor the baffles if water is
W
o flowing underneath or around them.
w TOP VIEW — SCHEDULE 40 PVC PIPE LOAT If the skimmer is clogged with trash and there is water in the basin, usually
J VC VENT PIPE — I— (BARREL OR ARM) jerking on the rope will make the skimmer bob up and down and dislodge
00 " the debris and restore flow. If this does not work, pull the skimmer over to
C) CO — FLEXIBLE HOS E the side of the basin and remove the debris. Also check the orifice inside the
Z —
O skimmer to see if it is clogged; if so remove the debris.
N Z POTENTIAL FOR PIPING CAN
ULU I OCCUR. PROPER DESIGN _ If the Skimmer arm Or barrel pipe is clogged, the orifice can be removed and
CA TO MINIMIZE DISCHARGE
AROUND PIPE MUST OCCUR, the obstruction cleared with a plumber's snake or by flushing with water. Be
= I sure and replace the orifice before repositioning the skimmer. BUECHEL STONE CORPORATION
mW
F- L = 1.4 x DEPTH STEEL GRAY MINE
g W WATER ENTRY UNIT TO THE OVERFLOW Check the fabric lined spillway for damage and make any required repairs SPRUCE PINE, MITCHELL COUNTY, NORTH CAROLINA
v w O MINIMUM LENGTH APPLIES with fabric that spans the full width of the spillway. Check the embankment,
p Uw a _ _ _ _ _ _ spillways, and outlet for erosion damage, and inspect the embankment for
2 w — — — — — — — — piping and settlement. Make all necessary repairs immediately. Remove all
oo' � END VIEW DISCHARGE PIPE SIDE VIEW MAINTAIN DEPRESSION TO — — trash and other debris from the skimmer and pool areas.
W MINIMIZE CHANCE OF SEDIMENT AND EROSION CONTROL
U W W SCHEDULE 40 (NO SCALE) SKIMMER BECOMING STUCK
Freezing weather can result in ice forming in the basin. Some special
g
a• precautions should be taken in the winter to prevent the skimmer from
Cb
d - FAIRCLOTH SKIMMER DISCHARGE SYSTEM WITH EMBANKMENT plugging with ice. DETAILS
U O
N.T.S.
N N 6i
�i N Ix m FIGURE
ARCADIS 10