20220226_Mine_Maps

NOTES:
1. WEIR IS 25' LONG. SEE SITE FOR LOCATIONS.
2. TOP OF LEVEL WEIR SHALL BE LOWER THAN ADJACENT CONTAINMENT
BERM.
FRONT VIE
CONSTRUCTION ENTRANCE / EX1T DETAIL
14'
\ N. 7.
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3. LEVEL WEIR TO BE LOCATED AT LOWEST GRADE AREAS.
\ 4. TEMPORARY SILT FENCE WILL BE USED DURING INSTALLATION OF WEIR.
WORK AREA AROUND EXCAVTION
W VARIES
WETHERINGTON
JOYCE CONKER
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DANNY WEBS WETLAND 14, 0#� EXISTING DITCH \
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\ \
EXISTING POND ♦^
PERMIT \ \
TREES / \ BOUNDARY" ✓ ��
PUMPING 0 & M PLAN
1. PERIMETER BERMS WILL BE INSTALLED AND SITE GRADED TO
DRAIN INTERNALLY (TOWARDS THE EXCAVATION AREA). A
TEMPORARY SILT FENCE WILL BE PLACED ON THE OUTSIDE OF
THE BERM. THE SITE IS RELATIVELY FLAT WITH ONLY
APPROXIMATELY 2 FEET OF FALL ACROSS THE ENTIRE SITE.
2. A LEVEL TOP WEIR WILL BE INSTALLED TO ALLOW SHEET FLOW
INTO THE 50' UNDISTURBED BUFFER. A TEMPORARY SILT
FENCE WILL BE INSTALLED PRIOR TO INSTALLATION OF WEIR.
3. ANY STORM WATER THAT DOES NOT DRAIN INTERNALLY, WHICH
IS EXPECTED TO BE MINIMAL, WILL BE DIRECTED BY THE
PERIMETER BERMS TOWARD THE LEVEL WEIRS. A SMALL RIP
RAP LINED SCALE WILL BE INSTALLED ADJACENT TO THE
INSIDE OF THE WEIRS TO ASSIST IN SHEET FLOW. THE LEVEL
WEIRS WILL BE PLACE AT THE LOW POINTS ON THE SITE.
4. THE DITCHES ADJACENT TO THE HAUL ROAD WILL BE
PROTECTED BY A SMALL BERM AT EDGES OF HAUL ROAD.
5. THERE WILL BE A PORTABLE SCREEN ON SITE TO REMOVE
DEBRIS FROM SAND. ANY WATER USED DURING SCREENING
WILL RETURN TO THE EXCAVATION AREA.
6. WATER WILL NOT BE PUMPED OUT OF THE EXCAVATION AREA
FOR PURPOSES OF DEWATERING THE PIT.
7. THE LEVEL WEIR WILL BE INSPECTED ROUTINELY AND REPAIRED
IF/WHEN REQUIRED.
8. RECEIVING WATERS WILL BE INSPECTED ROUTINELY.
STOCK PILE \ \\
W W W W W \ W W W W W W W W W W W W W W W \
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EXISTING POND \ EXISTING
\ \ ` CULVERT \ EXISTING EXCAVATION
\ \ RIP RAP
OUTLET 3
WETLAND
EXISTING PATH AS \ \ _ / � 25' UNEXCAVATED
HAUL ROAD \\ �/ 'BUFFER WITH BERM // \\ 50'+
RIP RAP \
UNDISTURBED RIP RAP
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ERNEST El/ERETT \ \ BUFFER �� OUTLET 2 • CABIN \ \
\
/ ASSHAUL ROAD. \\ \\ / \ \
\ \� SEE DETAIL 2. \ \ \ 2 \
REDCO PROPERTIES, LLC 50 UNDISTURBED BUFFER G
�-III-� 1=1 / \\ \ ROGER LEE CARTER, JR. �� P- / EXISTING 30" RCP CULVERT \\ \ ♦ NC STATE HWY
EACH RIP
50 WITH RAP PROTECTION � � \ \\ / COMMISION
1-CROSS SECTION @ HAUL ROAD MICHAEL MORRONE ♦ \ UNDISTURBED \ r/ 50' UNDISTURBED
\ \ 50' UNDISTURBED BUFFER OFFER \\ \ ♦ BUFFER \ \
N.T.S. // \ GS \ 7
/ MINESH & DAKSHA \ \ \ \ HILDA GARDNER ' DITCH \ \ EXISTING DITCH v \ \
] \ �, SUBJECT' � 'NOT SUBJECT' \ \ \
PATEL /%\\ 0 \ �i'F�s ♦♦ \\ ♦ CONTOUR LINE \ \\
\
/ / \ \ \ \ ♦ EXISTING PATH \\ \ IN, 3' BERM AROUND
, \\ \
/ \ ♦ AS HAUL ROAD. ENTIRE SITE. SEE
SEE DETAIL 1. \ / \ DETAIL 3. \\ \\
/ \ CONSTRUCTION \ I \ \
SMALL BERM / DIEBUFFER, D GRADY \ \ ENTRANCE AND GATE \ 2F UNEXCAVATED \ \
FFER WITH BERM � \
\
/ \
EXISTING EXCAVATION \\
=1 BHARAT PA
II III III / o \
♦ ` �o \ I WOODS \
2-CROSS SECTION @ HAUL ROAD
50 UNDISTURBED BUFFER
EXISTING DITCH
36'
N.T.S.
BERM
3:1 SLOPE
-�
3-PERIMETER BERM DETAIL
N.T.S.
I
WATER LEVEL - +
cV Q
NOTE: 20' MAXIMUM DEPTH
3:1 SLOPE
-1 �2:1 SLOPE
4 - CROSS SECTION OF EXCAVATION
N.T.S.
// ♦ W W W W \ /./ �\ ON
ENT
PERMIT BOUNDARY
AND PROPERTY LINE ♦ / ♦ / �,
10 40/ DILAPIDATED
/ ♦ r /' j BUILDING /
25' UNEXCAVATED r �� CLIf-TON GRANT/�
BUFFER WITH SILT FENCE ♦ / r /
/BPAEL PROPOSED NEW\
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- - EXCAVATION �• / /
- - - AREA �,� /�4
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POWER POLE
TYP.\\
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\ �• \25' UNEXCAVATED
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PROPOSED NEW \�
EXCAVATION AREA
50'+
UNDISTURBED
BUFFER
MEASLEY ROAD
LENOIR COUNTY
LENOIR COUNTY
ROBERT COOY3S
MODIFICATION NOTE:
THE MODIFICATION DATED 2-26-2022 IS THE PORTION
OF THE TRACT OF LAND THAT IS SOUTH OF HIGHWAY 70.
DETAILS 1, 2, & 5 AND THE PUMPING 0 & M PLAN DO
NOT APPLY TO THE PROPOSED NEW 17.76 ACRES.
LENOIR COUNTY
\ NC STA TE HWY
NC STA TE HWY \ CoMMrsSiON
\ Coyylsslm -
\ PERMIT BOUNDARY \
\ AND PROPERTY LINE r
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EXTENT OF
WETLANDS
TREES
CONCRETE SLAB OF
DEMOLISHED BUILDING `
GRAPHIC SCALD
/\ 200 0 100 200 400
( IN FEET )
1 inch = 200 ft.
50' UNDISTURBED BUFFER
NOTES
j1
Nc
SITE
1 10
SITE
11� 111
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FENCE MESH SMALL BE MINIMUM
32" IN WIDTH AND SHALL HAVE
A MINIMUM OF 6 LINE WIRES
WITH 1 2" STAY SPACING.
FILTER FABRIC SHALL BE MIRAFI
140 OR EQUIVALENT AND SHALL
BE ADEQUATELY FASTENED TO
THE FENCE MESH WITH CRIMP-
TING CONNECTORS.
STEEL POSTS SHALL BE 5'-4"
IN HEIGHT AND BE OF THE SELF
FASTENER Y SECTION TYPE.
0
1
12 10472miI
STEEL "T" POST
WIRE MESH FENCE
CRIMP RING CONNECTOR
SYNTHETIC WOVEN
FILTER FABRIC /o� FILL SLOPE
! GROUND LINE
uJ `TO ANCHOR BOTTOM
SIDE VIEW 6*OUT6,. DOWN
6-SILT FENCE DETAIL
LEGEND
- - - - -
PROPOSED PERMIT BOUNDARY
- - - -
PROPOSED EXCAVATION
- - - - - -
EXISTING DITCH
--
SILT FENCE
WETLAND LINE
WOODS LINE
FLOOD PLAIN
W W W W W W
F
WETLANDS
15
CONTOUR LINE
[7 71�
50' UNDISTURBED BUFFER
0
GRAVEL CONSTRUCTION ENTRANCE
DWELLING
(1'
PROPERTY LINE
U.N.O.
UNLESS NOTED OTHERWISE
NOTE:
1. THE ENTIRE PROPOSED ADDITIONAL ACERAGE IS IN THE FLOOD PLAIN.
2. SEE ATTACHED NOTIFICATION OF JURISDICTIONAL DETERMINATION FOR
THE WETLAND LINE INFORMATION.
CATEGORY
CURRENT
PROPOSED CHANGE
TOTAL
AFFECTED ACREAGE
AFFECTED ACREAGE
AFFECTED ACREAGE
TAILINGS/SEDIMENT PONDS
0.00
0.00
0.00
STOCKPILES/BERMS
2.59
0.10
2.69
WASTEPILES
0.00
0.00
0.00
HAUL ROADS
0.90
0.00
0.90
PROCESSING AREA
0.00
0.00
0.00
MINE EXCAVATION
45.76
10.25
56.01
BUFFER (UNEXCAVATED)
4.19
2.51
6.70
TOTAL AFFECTED (AND BONDED)
53.44
12.86
66.30
CATEGORY
UNAFFECTED ACREAGE
UNAFFECTED ACREAGE
BUFFER (UNDISTURBED)
15.01
4.90
15.01
OTHER (NOT BONDED)
0.00
0.00
0.00
TOTAL PERMITTED
68.45
17.76
86.21
:fe
SCALE:
1" = 200'
DATE:
5.17.2018
REVISIONS:
5.30.2020
2.2.2021
2.26.2022
PF-RKAIT KIn
F�d-Fd
SHEPPARD PIT
ERNIE EVERETT SITE PREP.
Lenoir County North Carolina
[�1
ENVIRONMENTAL
MARC K. EDWARDS
3620 CATTAIL LANE
GREENVILLE, N.C.
27858 252-258-4037

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POND \ \
EXISTING PATH ��
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SEE DETAIL 1.
_CONSTRUCTION
ENTRANCE AND GATE
MEASLEY ROAD—
LENOIR COUNTY
POND
W
W
ENERGY W W
ROBERT COO 3S
LENOIR COUNTY
PERMIT BOUNDARY
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SITE 66
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VICINITY MAP
LEGEND
- - - - PROPOSED PERMIT BOUNDARY
PROPOSED EXCAVATION
- - - - - - EXISTING DITCH
----- SILT FENCE
WETLAND LINE
WOODS LINE
WATER SURFACE
FLOOD PLAIN
W W W W W W
W W W W W W W WETLANDS
W W W W W W
15 CONTOUR LINE
���� 50' UNDISTURBED BUFFER
0 GRAVEL CONSTRUCTION ENTRANCE
DWELLING
(1' PROPERTY LINE
U.N.O. UNLESS NOTED OTHERWISE
NOTES:
1. NO OFF -SITE WASTE WILL BE DISPOSED OF ON THE SITE.
2. FINAL SLOPES WILL BE IN ACCORDANCE WITH CROSS SECTION.
3. SEEDING SHALL OCCUR WITHIN 30 DAYS AFTER LAND DISTURBING
ACTIVITY IS COMPLETE.
4. FERTILIZER AND SEEDING WILL BE APPLIED AS SPECIFIED IN THE
MINE PERMIT.
5. THE HAUL ROAD WILL REMAIN TO ACCESS THE FARM.
SCALE: 1" = 200'
DATE: 2.26.2022
REVISIONS:
PERMIT NO. 54-64
GRAPHIC SCALD
200 0 100 200 400 800
( IN FEET )
1 inch = 200 ft.
RECLAMATION MAP
SHEPPARD PIT
ERNIE EVERETT SITE PREP.
Lenoir County North Carolina
ENVIRONMENTAL
MARC K. EDWARDS
3620 CATTAIL LANE
GREENVILLE, N.C.
27858 252-258-4037