20240226_Mine_Map

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Gravel Construction Entrance Deli
BORROW PIT DEWATERING BASIN DETAIL .._ _. p,raN 15L
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GENERAL NCTF3; G.Ase A STONE VY1D rt"T
DETW§1IRE SORROr PIT DBNNITDAINO BASIN S1fl UIBING
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U1E MAX UN PLDIR PAT i OF t00D OP8 AMT A 81IND1181
DEBATERIRS TIE OF 2 HOURS. T3Vf-FE't2
MATERIAALL W17MEAFLMHMON-8W RD OOPTIION SMOOTH OR CORRUGATED STONE ENERGY y'` �•��o '(\.�J/ gal /
CCMW VXr THE COIR FIBER BAFFLE WM A MTERIAL DISSIPATOR tJ AV►
THAT MEETS THE SPECIFICATIONS OF THE COIUtl FIBER L T_
MAT SPECIAL PROVISION PROVIDED IN THE CMRQMWr. �/n �����f 1 "� ry
PROVIDE ' STEt3.POBTB OF THE BELP•FASTEI@1 RITALL STEEL POSTS _ �u'1 1�Z '1 `'•' �f r
WITH ANGLE
ENORE THAN 3�OF THE POST APPEARING
�" ___ A�� � � �� d/S � (� '\
ABOVE THE MOUND. �•"''' �jL�•P .(/,�•� �AJ� ( ��, ?4 �M� , ��
ATTACH THE COIR FIBER MAT TO THE STEEL ' ` 1h \ ?9�
AND�sr WITH*I
iI o�THE"`Bo"rrOrAeD siCE M.OPI1Eg •L- - ,pry •1 {��
OF THE BASIN WITH 19•STAPLEB. L -2 NIN. p �4 �j
9011 INSTALL
OFF MOIR ATTINLETTAADOs`N GIMKAVO AND RJM I WAIL. / I„�.�- V ` LOO �N��ZPN \ C�,�4<1,`„
UBE THE MILL BHDTION BMW FOR ATE 'CO j`JCR G m i
80RROY PIT DEWATERINS BASIN A8 h WlIOE. THE
5 �• \ /�
BASIN MAY HAVE ANY TYPE CONFIGURATION AS(LONG A8
SU
FFICIENT VOLUME I8 PROVIDED AND P&MISIION8 EARTH DDa:
ARE BRIE FOR A�'MM-PERFORATED REBER. n
DIKES REWIRED FOR HORROR PIT OIMATERLO BASIN. v, 4 I y I I � , N �y ZS „1�
_per_ T� �� ' '�}��y/��, �o •V wE l LANDS
DO NOT EXCEED FT. IN HEIGHT FTlUt T11E 6Wtll1 RI89U � �1��--' �
THE
BEERR�DEMTT 0 9PTERINGECIFIC SITE WIN GUM
29 YMEMLECTS , y� \ JI �N{i l �I•�
AS WELL AS PROPOSED CONSTRUCTION CPERATIORNB. �, ��,U �2 C f S I Mzt- LEE
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SUBMIT THE SIZE LOCATION AND RISER PIPE /
BMIERIAL FCR AWRCYAL PRIOR TO COWM=TIWI. 2
BASIN DIIO. U1 IW MUM DEEART
PUMP THE EFFLUENT PTH THE P IT E '�TH OF BELVA TOP ' ' Z _ `EfLi eY�
pp , I • CZI,rnEZER 1 ,,, 't3c1I•- 2 i PRc c�. ,�
PROVIDE A STM 06EMY 0288IPATOR PAD AT THE ',p. EARWTN�IITENLII ��BEEP � � `�`�'` � S tt.: �ic.�►� I !� j��j !/
THE RIB ET ER BARREF THE L INOAC EMETHHIM Y AM 01 OF
CGIR FIBER BAFFLE STEEL POSTS
STAIDARD DRININB 8T'8.02 FOR OUTLET W/O DIITCH. r VARIABLE
TYPICAL SECTION VIER I 1
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NOT To SCALE �`�`/�� �.•�"'�' nb f N'� / r �1FiLLG
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E5__c tMI ATV is WA-102 LEVEL UPON MCU5,mA"OoN pR t c G .1,z
L-S�IM�r7 y�gfi
ly
Core Creek-.
Mlnln� Area Cross.,section
(not to scate) P _
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f
i t
8_laic.staTldard strength fabric with wire fence
6'=X.extra strength fabric without wire feme
Steel -
i
post
Fit
tr -0
w G{` x} � �•-� � Plastic or
wire tiesQ�fj'[� t1�
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Wire Y= i8 24 1 i LOCATION MAP
fence t i tl a{ s<
7I;s=Ofs Y i j i t Natural
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t r I
O CATEGORY CURRENT AFFECTED PROPOSED CHANGE TO TOTAL AFFECTED
8"down A 4" ACREAGE AFFECTED ACREAGE ACREAGE
forward along
,
24"
the.trench Filter Tailings/Sediment Ponds 0.00 0.00 0.10
iles
0.00 0.00 0.00
fabric Waste Stockppiles
0.00 0.00 0.00
Processing Areas/Haul Roads 0.00 1.50
Wire Mine Excavations 45.00
fence
Cross-Section Other(Please explain)
View
Total Affected Acreage 46.60
r Filter
Sptoeel fabric r act lllm�+h Natural M� 15D�N'�PSL`( Total Permitted Acreage 166.39
1.- thoroughly ground p� .f VtNrfi �06 P L�.
i up MINE PLAN AND DETAILS
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*,• » Reclamation Plan: The entire Mining Area will be left as a pond. All slopes will e
s'•'�'••° e'••
r ..,, graded to a 3:1 slope or flatter. All disturbed areas above static water level will be CORE CREEK SOUTH MINE
seeded according to approved) Revegetation Plan. The haul road will remain in use for NSN INVESTMENTS LLC
property access.
CARTERET COUNTY
1'=200' February 16, 2024
1 L-V it= CE o' 1 na' Lob' 3 bb qco'
—0c [0,+�- I 1 1 1 PREPARED BY CAROLINA GEOLOGICAL SERVICES, INC