20221103_Mine_Map

NtF
r0 RAY MCCLEES
CULTIVATED FIELD
8'WIDE VEGETATED BERM II
EXISTING H=2',SIDE SLOPE=2:1 PROC
AREA I I
BLUE-LINE STREAM DITCH BOTTOM WIDTH=8' FER
N/F
DRAINS TO SCUPPERNONG RIVER ON
�Cpvp Ao
RAY MCCLEES
•'\ CULTIVATED FIELD
\ jOGKP%e
.•\ /,q TEMPS pRR AGE pRE
NEW BERM EXISTING J
GPADE
•\ r SILT / \\ _� I I 2'T x 10'W 5AND BERM
•\ •.` 1 FENCE \ \ I 215LOPE
CONC OR HDPE
•••\ CULVERT y / ���`- \V a
N/F
5 R l� \ I ALVIN SMITH
�pC� S OPO
C i -- \\\y\ CULTIVATED FIELD
CONSTRUCTION i
ENTRANCE
1 1 25 W x 40'L
1. •1 � � oN�091\W� � � I -- - --- '� \\ \ roc
1 in \ \ o
n UNDISTURBEDAREA \ \ Z
CULTIVATED FIELD
yL EXCAVATED POND
\• \ y \ w 7.70ACRES ?�
•\ \ "` \ \w 25-30 FT DEPTH vL
EX GROUNDWATER LEVELING \ 7 BELOW NGL 9�\
'\ '\ N/F 8 FIELD DRAINAGE DITCH
• ALVIN SMITH \\\�
\ '\ rQRECEIVED
'•` \• CULTIVATED FIELD \\\ ;\
• ° i NOY 0 3 20i!
'•` •'� �� \\\O ^�I^ \ HALF-PIPE
'\ '• II O 'z� LAND QUALITY� \ WATER HEIGHT
MINE MAP '•� '•� ,�. \\\`� MINING CONTROL
CONTROL
BUDDY SMITH MINE •�\ j $\\\ 32'WIDE VEGETATED BERM OVERFLOW
TRAVIS ROAD,COLUMBIA,NC 27925 t'p4(.jS + '� H=6.0',SIDE SLOPE-2:1 DISCHARGE
TYRRELL COUNTY '• ROqo + BOTTOM WIDTH=32' PIPE
OPERATOR: •� 'po \\ \P P A t 10255•PGl
ALVIN R. "BUDDY"SMITH �'�, •'\, \\ITT E—' DEWA tp1\0NPO
500 COLUMBIA,NC 27NESTOWN D MP
925 .�'•`• \ \ GR0 // RIPRAP
SEp\MEN //
•' PROTECTED /
MAP BY ELLIOTT CONSULTING •\ \\\ x385 pgO�E / OUTFALL DITCH
SCALE:1 IN=120 FT ACREAGES \ Pp� 3 ,�
EXCAVATION-7.70 AC ��aa\\ VEGETATED OCTOBER 17,2022 STOCKPILES-0.97 AC '•� •\ EXISTING DISCH E\ FROM EXISTING RDITCH
SEDIMENT POND-0.27 AC ''\ GROUNDWATER LEVELING ✓/// H=2'.SIDE SLOPE=2:1
THIS MAP IS NOTA CERTIFIED
ROADS&PROCESSING-0.94AC •\ &FIELD DRAINAGE DITCH BOTTOM WIDTH=8'
SURVEYAND HAS NOT BEEN REVIEWED UNEXCAVATED BUFFER-1.74 AC
BYA LOCAL GOVERNMENT AGENCY FOR TOTAL AFFECTED-11.62 AC •\ •\ GEO�\NpGE EXISTING
COMPLIANCE WITH ANY APPLICABLE UNDISTURBED ACREAGE-8.65 AC •'\ •\ R
LAND DEVELOPMENT REGULATIONS. TOTAL PERMIT-20.27 AC G I O\SCN� GROUNDWATER LEVELING
EXISTING FIELD DRAINAGE DITCH �X\5'C\N�/ 8 FIELD DRAINAGE DITCH
'\ •� BECOMES BLUE-LINE STREAM HERE N/F
ALVIN SMITH
120 0 60 120 240 •� CULTIVATED FIELD
NORTH
(IN FEET)
1 inch=120 fL

RECLAMATION
SLOPE&BERM DETAIL
_. .•:t.
FORMER
PROCESSING
AREA
BLUE-LINE STREAM
DRAINS TO
SCUPPERNONG RIVER \
N/F ... '
RAY MCCLEES
•� CULTIVATED FIELD
SILT \ \
••` •.` FENCE / B'WIDE x 1'TALL \\ \\ \ \ '`•
POND SURROUND BERM
CONC OR HDPE \
•••� •� CULVERT \\ •'...
3:1 POND EDGE SLOPE i \ \
•\ •, R0No ABOVE WATER LEVEL \ \\ \ \ ALVIN SMITH
•1 •� 2:1 POND EDGE SLOPE
2e; PCC�55 BELOW WATER LEVEL \ \\ \\ \\ CULTIVATED FIELD
CONSTRUCTION
'1 '1 ENTRANCE T \\ \\ \
5 \
EXCAVATED POND
7.70 ACRES \ \ O
25-30 FT DEPTH \ \ <
UNDISTURBEDAREA \ \ \ BELOW NGL \ \
•` ••` CULTIVATED FIELD \\ \\ \ \\
FIELD DRAINAGE DITCH
•� •� N/F WILL REMAIN \
••\ ••\ ALVIN SMITH \\ \\ \
•\ CULTIVATED FIELD \ \ \
RECLAMATION MAP '\ \ \ \ ����E ' I •``
BUDDY SMITH MINE •'♦ T •'S \
TRAVIS ROAD,COLUMBIA,NC 27925 •'\ q •• ._ \ \ \ o?e
TYRRELL COUNTY •\ ROyO f •\ \\ \ _ 2.1
OPERATOR: •\ ��RO •\ \ \ �
AL500 JON B OWN'ROAD SMITH •\ •\ '\� .\ \ \\ _ ' ' ' " PONO
COLUMBIA,NC 27925 •'\ `'•\ \ °RMERSEp�M
MAP BY ELLIOTT CONSULTING ••\
SCALE:1 IN=120 FT ACREAGES ••\ \
EXCAVATION-7.70 AC
OCTOBER 17,2022 STOCKPILES-0.97 AC -••� •` FIELD DRAINAGE DITCH WILL REMAIN \
SEDIMENT POND-0.27AC ••� •�
THIS MAP IS NOT A CERTIFIED ROADS&PROCESSING-0.94AC
SURVEYAND HAS NOT BEEN REVIEWED UNEXCAVATED BUFFER-1.74AC •� •�
BY A LOCAL GOVERNMENT AGENCY FOR TOTAL AFFECTED-11.62 AC
COMPLIANCE WITH ANY APPLICABLE UNDISTURBED ACREAGE-8.65AC � •�
FIELD DRAINAGE DITCH
LAND DEVELOPMENT REGULATIONS. TOTAL PERMIT-20.27 AC FIELD DRAINAGE DITCH
•� •� BLUE-LINE STREAM N/F
ALVIN SMITH
120 0 60 120 240 •`,
NORTH CULTIVATED FIELD
(IN FEET)
linch=120/L

..L.._.. -----------------------------
------......
/ / !
NIF
• i
1
SCUPPERNONG
ENTERPRISES,LLC
/• ..—.._..—.._..—..—..—..—.._..—..—� HENRY&VICTOR
SKINNER
DV GH f? •• ` SCUPPERNONG
RIVER
i
l �
N/F / \
/ ALVIN R SMITH
I % N/F \
i % y•/ j RAY&JEAN n ( `-
i �,.� /•. MCCLEES
N/F O% \ \ \\ I
I HENRY&VICTOR / \ \ \ \•
SKINNERAZ
i \SKINNER N/F \ \\ 1
RAY&JEAN \\ \ \
MCCLEES \ \
\ ALVIN R SMITH \ \ \
UNDISTURBED —\-----�
/• �• \ 8.65AC ---- \ \
I N/F \ \ \ 1\ \
�• �• THOMAS W& � '• \ \
PATRICIA HSPRUILL
\ \ \ 1
_ �.• \ \\ \\\ i PARCEL MAP \
BUDDY SMITH MINE
i \ TRAVIS ROAD,COLUMBIA,NC 27925
EXCAVATION 1\ \ I TYRRELL COUNTY ACREAGES
\ 1 I EXCAVATION-7.70 AC
I STOCKPILES-0.97 AC
\ �•.�'\ \ �\ \ \ \ I OPERATOR: SEDIMENT POND-0.27 AC
ALVIN R. "BUDDY"SMITH ROADS&PROCESSING-0.94AC
\ \ \ 500 JONESTOWN ROAD UNEXCAVATED BUFFER-1.74 AC
\�••� X. TOTAL AFFECTED-11.62 AC
\ \ COLUMBIA,NC27925 UNDISTURBED ACREAGE-8.65 AC
��\: \ SEDIMENT \ TOTAL PERMIT-20.27 AC
POND MAP BY ELLIOTT CONSULTING
\O.\ \\ \ \ 1 \ SCALE:1 IN=400 FT
OCTOBER 17,2022
RAY&JEAN
MCCLEES
`Y N/F !
� \• \. ��i \\ \ \\ ALVIN RSMITH / _•,�••�"
THIS MAP IS NOT A CERTIFIED
,• \ '\ \ I I SURVEY AND HAS NOT BEEN REVIEWED
% BY A LOCAL GOVERNMENT AGENCY FOR
\ \ �� \L__-- \ —••� DITCH ! COMPLIANCE WITH ANYAPPLICABLE
BLOCK / LAND DEVELOPMENT REGULATIONS.
X. ! 800 0 200 400 800
i
/ \ \ NIF \
\ \ THOMAS W 8 „�•�' N/F (IN FEET)
PATRICIA H N/F US GOVT 11nch=400 ft
\ \ SPRUILL THOMAS W&
\ \ PATRICIA H
SPRUILL

NATIONAL Columbia West, NC s
GEOGRAPHIC
382 >6°Ia 7G°l6'W
-River Ne k —+
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Lording
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if
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ea rF) -
I
• - Buddy Smith`Mine
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Laoding t.
' '• � n
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1826o6mE 06°16. 183 185 76^16'w 188 387 r,
0 .5 1 0 1000 2000 4000 5000 1 .5 0 KILOMETERS 1
MAD60/W FEET GS64 UTMI 18 MILES 1000 0 METERS 1000
Geographic Partners. Nana refer I.Index map on page 1 map.

SPATIAL . DATA DOWNLOAD LARGE DATA R
FLOOD ZONES
DATA DOWNLOAD • •• A:r%AGIUII •.
Hla COUNTY I DRAW BOX I DRAW AREA F c�
W
Zones AE.AE:1%Annual Chance
Flood Hazard Contained In
® Structure.l%Annual Chance Flood
Hazard Conditions
Zone AE:Floodoray,1%Annual
Chance Flood Hazard Conditions: BUDDY SMITH MINE
p� FIOddWay.1de Future Condibons,

GPS COORDINATES S 23.1630"W
PERMIT BOUNDARY EXCAVATION 70'
A-35.906304 N,-76.273648 W K-35.903581 N,-76.272673 W
B-35.902115 N,-76.271959 W L-35.902486 N.-76.272232 W ,
C-35.902202 N,-76.272217 W M-35.901779 N,-76.274819 W
D-35.902095 N,-76.273237 W N-35.902853 N,-76.275249 W S 17 23 A5 c
E-35.901581 N,-76.275079 W I
F-35.903608 N.-76.275904 W -
G-35.903935 N.-76.275113 W o
H-35.904320 N.-76.275247 W �c°o
1-35.904845 N,-76.273167 W
J-35.906289 N.-76.273748 W N
1
- 6
o_
N 09.41'58"W 2
30' O �z
� m
�o.
COORDINATES MAP '0��
BUDDY SMITH MINE ,,�5„%V 1
TRAVIS ROAD,COLUMBIA,NC 27925 STA
TYRRELL COUNTY Z
a6�
OPERATOR:
ALVIN R."BUDDY"SMITH
MAP BY ELLIOTT CONSULTING
a
OCTOBER 25,2022 �'� 120 a so 12D uo
THM MAP IS NOTACERiMM (IN Men
MONEYAND HAS NOT BEEN REVIEWW
BYA LOCALGOVEF*&*WAGENCY FOR C0MPUANCEWFTNANYAPPucA Lj! NORTH
LAND OEVELOPIIENT REGULATkM.

ABOVEGROUND
SEDIMENT POND CONSTRUCTION DETAIL
BUDDY SMITH MINE
COLUMBIA,NC
TYRRELL COUNTY
r HALF-PIPE FLASH BOARD RISER
WATER MONT CONTROL =6.
DEVICE 6.
— _ NORMAL WATER LPL•6'�PTH—
� uer�etw u�nw.r r
Mrxwuaoovat r mmowAaoo m s
r arsaunan run
ODOR POND DiIY[ENSIONS r
r 775'X SO• t 8�1
0.26 ACRES
soRwuLonovNotava NOu4ALOLOUNDLVnt.
urearws0
cmauu►trxral
DIAGRAM BY ELLIOTT CONSULTING
OCTOBER 4,2022

Berm Construction Details
Buddy Smith Mine Mine
Columbia, NC
Tyrrell County
Narrow-based berm
The narrow-based berm is the most common berm having a top of 2 feet(0.6 m)and side slopes of two
horizontal: 1 vertical.This berm is the most economical to build as it requires the least material.The
steep side slopes of this type of berm eliminate the possibility of working on it with farm machinery.
�o•
i
4• Z• J•
ZI 2•
NEW BERM EXISTING
GRADE
Berm Construction
The berm construction comprises of the scraping back of the topsoil from the area where the berm and
storage basin is to be built.A subsoil material,free of stones,rubble, stumps etc.and with at least 10%
clay should be used to construct the berm.The material for the berm may be obtained from the area
behind or in front of the berm location or moved from a borrow pit located elsewhere on the farm.An
earth mover will be required to move material from a pit located a distance away while a bulldozer
would be used if material is located in the berm area.
The berm material is to be placed in layers and compacted as each layer is added. After the berm has a
final shape the sides of the berm should also be compacted.
Emergency Overflow
To provide for larger-than designed peak flows,an overflow system is used, namely:
• "The level-top vegetated berm crest"which provides for very flat berm top so that the water will
overflow along the berm length in a thin layer so as not to create erosion problems.
Ken Elliott,consulting
October 4,2022

Water Height Control: Construction Details
Half-pipe Water Level Control with Flash Board Risers
NRCS Code 587
Buddy Smith Mine
Columbia, NC
Tyrrell County
p. RR r
emergenc-y spillway
4
,.r.� bR �,�.�r � .• sa � 1- .i
riser
water detention level
:r1prap embankment grass
rip rap
barrel
sediment forebay
concrete base
DESCRIPTION
A structure in a water management system that conveys water, controls the direction or rate of flow, maintains a desired
water surface elevation or measures water. Water height control structure is standard structure used by agricultural and
horticultural farms in North Carolina to raise or lower water height in ditches and ponds per need (NRCS). Water height
control structure to be installed in the south berm of the sedimentation pond at the Buddy Smith Mine. Overflow to be
directed down stabilized ditch to nearby blue-line stream, eventual ouMow to Scuppernong River.

PURPOSE
To convey water from one elevation to a lower elevation within, to, or from a water conveyance system, such as a ditch,
channel, canal, or pipeline designed to operate under open channel conditions. Typical structures: drops, chutes,
turnouts, surface water inlets, head gates, pump boxes, and stilling basins (NRCS). This water management system will
be used to maintain a maximum water surface elevation in the sedimentation pond at the Buddy Smith Mine, Travis Road,
Columbia, NC. Sedimentation pond is a part of the dewatering management system of the Buddy Smith Mine, used to
remove settleable matter and turbidity from mine dewatering wastewater.
CONSTRUCTION
Structure consists of 26' x 3' horizontal galvanized steel culvert running under the sedimentation pond berm. A vertical 6'
half pipe 52"x 30" is attached on the north end of the culvert with stacked flash boards allowing adjustable height of the
water level in the sedimentation pond. Water flows over the flash boards and into the discharge pipe and down the rip-rap
stabilized ditch.
Overflow ditch is lined with riprap for 20 feet down its length. Existing slopes adjacent to the culvert are heavily grassed
with natural grass and weeds with no erosion present.
MAINTENANCE
Structures will be checked and necessary maintenance, including removal of debris, shall be performed after major
storms and at least semi-annually.
<< ��-Q F
Ken Elliott, consulting
October 4, 2022

Discharge Outfall Outlet Protection: Construction Details
Practice Standards and Specifications 6.41,6.31,6.15
Buddy Smith Mine
Columbia,NC
Tyrrell County
6.41 Outlet Stabilization Structure
6.31 Riprap and Paved Channels
US Riprap
Pipe Outlet to Well-defined
Channel
A J La
_..__
1
li! �d (Ill
-11
—
:i ;I ,!�= Section AA + .. w
Filter
blanket
Trapezoidal Riprap Channel
Design top width
�i
1�; I
Design depth �;1! ;i
i.WY
L Filter layer,gravel
or fabric
Riprap lined apron located at end of mine dewatering overflow pipe to prevent scour and undermining
in discharge ditch,and to absorb the impact of the water flow and reduce the velocity to non-erosive
levels, before flow reaches wetlands.
Riprap Apron Size: Overflow pipe discharges directly into well-defined channel. The apron will extend
across the channel bottom and up the channel banks to the top of the bank. Length of apron will be 20-
feet downstream to maintain velocity control of maximum 2.0 feet per second.
Grade: Apron will have zero grade and no overfill at end of apron.
Alignment: Apron will be straight throughout entire length if possible. If curve is necessary to align the
apron with the receiving channel,the curve will be located in the upstream section of the riprap.
Materials: Riprap will consist of a well graded mixture of NCDOT Class A(2"to 6")stone or slag.
Thickness: Minimum thickness of riprap will be 1.5 times the maximum stone diameter.

Filter: Operator plans to install a layer of heavy duty silt fence filter cloth between the riprap and the
underlying soil to prevent soil movement into or through the riprap. Filter cloth will extend to the top of
both channel banks,and edges will overlap 12 inches. Upstream end will be buried 12 inches and
downstream end will be buried if necessary.
Maintenance: inspect riprap outlet structures weekly and after significant rainfall events to see if any
erosion around or below the riprap has taken place,or if stones have become dislodged. Repair all
damage immediately. Maintain all vegetation adjacent to the channel in healthy condition to prevent
scour or erosion during out-of-bank flow. Control weeds and brush growing in the riprap by cutting.
Ken Elliott,consulting
October4, 2022

Temporary Gravel Construction Entrance / Exit Details
Practice Standards and Specifications 6.06
Buddy Smith Mine
Columbia, NC
Tyrrell County
ion
G
5p Orin
6'min 1
2-3'
coarse aggregate F`
Rpm 6.06.Gravel antranceemt keeps sedimont hom lowing the cense fion site(mwifb fmm Va swcc).
Graveled pad located at entrance to access road at Buddy Smith Mine,where traffic moves directly onto
Travis Road.
Thickness: 6 inches minimum
Width: 25 feet
Length: 40 feet minimum
Aggregate Size:2-in to 3-in coarse slag
Maintenance: Maintain the gravel pad to prevent mud or sediment from leaving the construction site.
Periodic top dressing with 2-inch stone will occur as needed during the life of the permit. After rainfalls,
immediately remove all objectionable materials spilled,washed,or tracked onto public roadways.
Ken Elliott,consulting
October 4, 2022

Sediment Fence (Silt Fence) Construction Details:
Practice Standards and Specifications 6.62
Buddy Smith Mine
Columbia, NC
Tyrrell County
1C >4F"
l
_z
A temporary permeable barrier erected on small disturbed areas to capture sediment from sheet flow. It is made of
filter fabric burled at the bottom, stretched and supported by steel posts.
Planning:Silt fence will be installed along the perimeter of a 25ft wide access road when crossing an existing field ditch.
Narrow width of fenced area will allow only shallow pools to form behind fence while promoting deposition of sediment
and preventing sedimentation into adjacent wetlands. Ends of fence will be curled uphill in "1" pattern to prevent end
flow. Stabilized outlets will be provided to protect the fence system and release storm flow that exceeds the design.
Design considerations:Silt fence will be constructed of extra-strength synthetic filter fabric. Height of fence will not
exceed 2 feet above natural ground level,and will be constructed from a continuous roll to minimize joints. All joints
will be fastened at a support post with 4 feet minimum of overlap. Extra-strength filter fabric will be fastened to road
side of steel posts(installed 2 feet deep)every 6 feet(every 8 feet if using standard strength filter fabric with wire mesh
backing)and fastened with wire ties. Trench will be excavated along inside of fence approximately 4 inches wide by 8
inches deep, into which 12 inches of fabric will be placed along the bottom and side of the trench. Trench will be
backfilled and compacted.
Maintenance: Inspect sediment fence every week and after each rainfall. Make any required repairs immediately.
Replace any collapsed,damaged, or decomposed fence promptly. Remove all fencing materials and unstable sediment
deposits and bring the area to grade and stabilize it after the contributing drainage area has been properly stabilized.
Ken Elliott,consulting
October 4,2022