HomeMy WebLinkAboutNCG021042_Scanned Site Plans 2 _20240730 Legend
———————— — —- Adjacent Property :Lines
Property Lines & Permit Limits
-------- ----■ Permit Limits Only
_________________ Limits of Disturbance (25 Years)
Perenial Stream
Intermittent Stream
——....................—" Wetland Limits
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100 Year Flood Plain Limits
16/AA 17-15 ibS
JkAA 16/AA 17-251P
Existing bloodline °°a p , ,, Mine
e P rmit Limit and Property L e
�\ Topographic Lines with Designated Elevation — _. _ ,o° �� _ ; 17
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►AA 23 /
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Proposed Soil Berm
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• Proposed Temporary Silt Fence r5` 3516 SF(0.081 Acres)of Wetland Impacted .AA 24
41
�AA 25,
Proposed Sediment Basin
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PROPOSED
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SECONDARY ` \ *+ .�...,.� �— -- Be",
SPILLWAY
o Proposed Baffles Q Q,S
PROPOSED 29-1 OU/J TT D-2
SKIMMER AND 'ya:
PRIMARY OUTLETff
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E
Proposed Soil Berm Existing Culverts
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a , , CONSTRUCTION SEQUENCE
Qom 1 ,oe /� � •,�, � m � � 1. Before mining begins, install the temporary diversion berms/silt fence, and construct
5N %' `���� 'r 9 �' ` the proposed sediment basins. (Prior to construction of the basins, install silt fence and
Linear Wetland WL stone outlets down-slope of the basins. Install the stone outlets at the outlet pipe locations
,- �} , F.oi'3� �s < \ for the proposed basins. Remove silt fence after basins have been constructed and
,• L w �• a o vegetation has been established on berms. Clear only as much land as necessary
6 G e to install the erosion control masures.
WLF-W-6-8 ,��L `� WLFW 6 1 c '�► Q , WL ��-
WLF-W-6'1 +' �� \�� \ 'ti Syr
'`►, 2. Begin clearing,grubbing,andl soil excavation. Extend diversion berms as needed to
•�w �, �2�' \ �" ; F-D 1 / / capture uplsope disturbance. Stabilize site areas as excavation is completed.
F WLF-D 14
�� � � � ®♦ ,� -� 3. Revegetate as per the vegetation schedule. Diversion berms shall be stabilized
.� •s., Q
% � . _ - WL 12\ ♦♦; ; ' 4D15o 0 OS within 7 days of construction.
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55'Stream Impact ' ♦♦ d��°"` R `% `♦%a��. �� `�, j� -'�.- Note: Prior to land disturbance, locate and establish 50' stream and wetlands buffers.
No disturbance shall occur within the 50 buffers.
ExistingCulvert �� F \ "°" - " `
♦ �
0
LO
25 ft. Unexcavated Buffer ♦ L W-7 `� — — 2 ff, ^8%tu-rbe �''0. ♦�,j �~�'s.� �' �''
}WLF-W-7-3 ------ *.- �� �--- i \ .6
Mine -ermit Limit O `♦
WLF-W 74 ♦sc'�\ ♦ .�' Note: See Sheet D-1 for Basin Details, Outlet Protection, and other
Existing Culvert 1 i i� � � ♦ \ , \p ��
•�1 WLF-W-7-5 � S' ®, ►•
78'Stream Impact Tcb,� � ♦ Erosion Control Details. Skimmers shall be Faircloth
'? ' gym .�►� manufactured. See Sheet D-1 for skimmer information
WLF-C1200S � r ♦ \� 5�1"��e - �i►
LL I `♦ - including size, flow rates, and installation/maintenance
O3 specifications.
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ENGINEERING & ENVIRONMENTAL DATE:
2C SCIENCE COMPANY 08/11/23
3008 Anderson Drive DRAWN:
Raleigh, NC 27609 TPS
(919) 781-7798
// — REVISED:
CA,p� �.,,� 07/26/24
oEEsso MINE LAYOUT
Scale: 11 = ` :•q� ! SCALE:
ale. 1 N9`'
200r _
�� See Drawing
15472 s
TOISNOT PIT Sheet No.
A*01NE,E,,.•••'•..`'. NC HWY 111
4 �Hl�.a STANTONSBURG, NC (;-2
���/Iunu►tu�``
WILSON COUNTY