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STONE CONSTRUCTION ENTRANCE
OF EXISTING
L ROAD
to'
RiP>ZA� l..f NG�
4" to 12"
SIZED STONE
FILTER FABRIC
12 GAUGE WIRE.
MINIMUM
FILTER FABRIC
NCDOT t056
TYPE 3. CLASS B
COMPACTED FILL
10' MAX. WITH WIRE
6' MAX WITHOUT WIRE
FILTER
n FABRIC
---------
---- SILT FEEN9 DETAIL
SCALE: NOT TO SCALE
NOTES: OF
1. USE WIRE A MINIMUM OF 32" IN WIDTH. AND A MINIMUM
6 LINE WIRES WITH 12" STAY SPACING.
2• USE FILTER FABRIC A MINIMUM OF 36" IN WIDTH AND FASTEN
ADEOUATELY TO THE WIRES.
3. PROVIDE 5 STEEL POST OF THE SELF -FASTENER ANGLE STEEL TYPE.
4. USE 6" POST WITH 3" DIAMETER.
NORTH
\Ior
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QUARRY SIDE
41.
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\ GARNER. WILLARD ETAL RICHARD
SCALE: NOT TO SCALE NCPIN 632803400749000
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VICINITY MAP N.T.S.
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I\�SUMO 2 h \ S��qBr \ PERMIT BOUNDARY I o f I
Ex. WELL `• I O `2 i II -CONSTRUCTION
I �NTRANCE (TYP)
F 1j ROBERTS. WILLIE RAY
7 NCPIN G32803209G03000
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URGED BUFF{R ` j.._: -• E%. eELL� I 06.8G3 P.93
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\ _..____---=• OAK GROVE ROAD
1 '
tr j RECEIVED
i� SEP 0 8 261Z
i
Plan View MAX. SIDE SLOPE = 3:1 OR GREATER u,
5ft RECLAIMATION POND I, EXISTING GRADE a LAND QUALITY
a. min a tp WATER LEVEL - - o - - - - - - - MINING PROGRAM
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Filter fabric
a
W
60' Groes, Section
21 Overfill 6"
for settlement
CUT SLOPE
%-SECTION
.1
�
N.T.S.
Adtmin Ii
W side
6 it slope max
max fill Filter R 1:1 side slope
fabric i - me, _
100 50 0
100 200
MIFl
80'Crn #on
SCALE:1 "=100'
CATEGORY
CURRENT AFFECTED
ACREAGE
PROPOSED CHANGE TO
AFFECTED ACREAGE
TOTAL AFFECTED
ACREAGE
Tailingsisedlment Ponds
0.00
0.00
0.00
Stockpiles
0.14
0.00
0.00
Waste piles
0.07
0.00
0.00
Processing AreaslHaul Roads
0.34
0.00
0.34
Mine Excavations
3.21
4.85
Other (Plea" explain)
Total Affected Acreage
3.76
5.19
Total Permitted Acreage 5.00
7.00
'RGvtseo 8/Iz/22
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-cLm-allrIcO T3vF�
ROADIADJACENT
PROPERTY SIDE
GRADE
REV ISIDNS:
No. I BY I OATS I DESCRIPTION
I 1 I I
OVERALL MINING MAP 2022 MODIFICATION
SIMPSON H®CUTT MINE
1690 ROBERTS ROAD NC PERMIT 16-82
:_WPORT TWSP.. CARTERET COUNTY, NORTH CAROLINA
THOMAS SIMPSON CONSTRUCTION,
INC.
E OAK STREET
1507 LT
BEAUFORT, NC 28512
252-247-4401
Map By: Thomas Simpson Construction Co DATE :
and Carolina Geological Services 05/23/22
SCALE:
1"=100'