20240617_Mine_Map

�a
1 T)IVc&RS(0,0.1 ;a t t
60,
6"min
f
2-3" �r `k
coarse agSregate
F1p t,t.`f A'N r4A
�-rT
Gravel Construction Entrance Detail
BORROW PIT DEWATERING BASIN DETAILSOMERAL
NOTES: [—CLASS A STONE
i L4 v►��a1s�Ld28i
DETERMINE BORROW PIT 04TU1TBRIFIO BABIM SI»YRINO pJ 1 W( •f S •, �VA -�
Y=♦•ONES C• T. (MERE Y IS vOL461C (FF). 0 IS
v
PUMP FLOW RATE IBPMJ•AND T 1B nFOAT'ERIFRR TIME CHR). PWrw aw� �v /�, 1 ►! .(�
Use SOBINUM FLOW RATE OF 1000 GPM AMD A OLNnRO �,f y�, t p
OEIMITERIRB TIE OF 2 HOURS. _ Q,-0 �i�`fi ` /,,,✓/
RISEN OWL BE A MOM-PERFORATED SOUTHoR CORRUGATED
MATERIAL WITH A FLABHBCARD OPTION. �* STB0NEPA saw 1:)rj v 6TD
Q`
RUc
COMBTr THE COIR FIBER BAFFLE:SWIM A MATEFIAL t�. j P,9P
THAT MEETS TM SPECIFICATIONS OF THE OOIP1 FIBER !) '
MAT BP&1LAL PROYIBIOR PROVIDED in'IFS CONTRACT. �6" �y�� �n
RIOVfOE S STEEL POSTS#THE PELF-FABTPI�FA LrVi1'.1` V w�• f/ /s , .�f1
AFMILE STEEL TYPE. FNSSYLLL STEEL POlTB "11" 55�v :3"
NITH NO MORE THAN a OF THE POST AFFEARINB MY\PA�y
ABOVE THE MOM.
ATTACH THE COIR FIBER NOT TO THE 6TEA.
POSTS WM NIR6 ON OTHER ACCEPTABLE MEANS EdAND STAPLED INTO THE BOTTOM AM SIDE SLOPES p f+c+7 4i( a)
OF THE RASIN WITH I9"STAPLER.
lWtALL TYPE 2 FILTER FABRIC ON SIPULDPBB AND Q,Rj3�`J `I �N;;2PN C� C 'L0
OIEI
Bar=OF BASIN AT INLET AB O IN THE DE N,TAIL. ` �'P'
USE THE TYPICAL GBOTION SHME FOR THE S'CD1j�
WORKS!PIr CRIM )INS BASIN AS A KQOM. THE
BASIN MY NAPE ANY TYPE MOUATT�OM All LONG AS \ ' q\� ��j t ►.
7 M MADE I N AA NNONIPERFORATO RIME IBIIOMB EARiH Cn� �wv�� O` y �y w C t(_ANr.>s
OIlEM REWIRED FOR NORCO PIT OENOTERINB MEIN. p��� tl° ® 1 ► ,,,` * �y `N �r.I h�� v `w„
00 NOT EIU,'EED FT. IN FILER I"TM F.WM �- RIMER � G I 1 V ► ,`T � 4 1� �'
THE BORROW PIT OCMNTERINB BASIN SIZE IB WARIABLE ` � 1
AS SELL
NDEi�EAS"FRT ON DPflMM OUNSTT IO OF11SATIONSC SITE S.
SUBMIT THE SIZE LOCATIUII AND RISER PIPE
APP� ---)
MATERIAL FOR ROYAL PRIG►TO CONBTRIA.rIOF. 'I�UNCLABGIM,
I � . I � 1 ' / Q k .0
P%W OW EFFUMW INTO TTE B IRON PIT OE1WGFILNG _INIBIN BIRA MABINID DE"OF B IN. BELpf T01+OF ___ __ �r � fS{I�BEEP I/
OUTLETPROVIDEOf TM STONE ENERGY
HOSE AND 028111PATOR PAD AOUR1Pi OF g' P�wTH MATLNLAL ODLLXR `t ( o
THE ENDS L BI"N/B.U�WITH RR00 VA%.YTI. fog k OUR FIBER BAFFLE VARIABLESTEEL POSTSSTANDARD ' a
r&j('AL SECTION VIE1M 1 /
hlC}7 Tp SCALE 1�, IC,-j r t�a, 1�' pr,`jNQ��
1`6�` jib D n/T ! 1 1� `1P.U.G
�11rMtri�-
tAar ►AVU
rra�t. v
T3g5rN DcczVIA �t_TZVU5
OE[2N1 !N T4l5 AFZeA_ .
//gar /' t Un 402
1 ` IAA
ie/,T-
79eVA 1MlrnEicrt �Ut? C3�."
le
09, tNPR QTtwN p t av0. t3 citM ` Z B�!RJ t 1 C, ' �e>Q s
151 t %IATa WATErt!LEVEL VPON 1�C(t+`�e4~rtaN � �l
Ottrna��
Core Creek �',
lW Are C:r 'on
a4sectl rN
w
(not to orate)
r
I K max stood d str " th fabric with wire jence
r,i M
b 1nax extra strength fabric without wire 10 Pot
U r�-
._.- .. -.-,........ __.-.. __..:.. ram^
r
Meet
a '
host
Plastic
b.
wire ties C'"J"f`
1
LOCATION MAP
18 24
Wire
fence 6 "
I f 3, Natural
�.71 ground
CATEGORY CURRENT AFFECTED PROPOSED CHANGE TO TOTAL AFFECTED
8"dawn A 4" ACREAGE AFFECTED ACREAGE ACREAGE
f the
trench
Tailings/Sediment Ponds 0.00 0.00 Q.10
24" Filter
fabric Stockpiles 0.00 0.00 0.00
Waste piles 0.00 0.00 1 0.00
Processing Areas/Haul Roads 0.00 1.50
Wire Mine Excavations 45.00
ence
Other(Please explain)
Cross-Section
View Total Affected Acreage 46.60
Filter
V iv�PSi`( Total Permitted Acreage
5tee:l fabric 8ackfill trench 13a 166.39
post f and compact ground! L�N(� t
thoroughly �� p�13
Via`
•
' ' • •• ups MINE PLAN AND DETAILS
• • min ■ '.
z " • min Reclamation Plan: The entire Mining Area will be left as a pond. All slopes will beQ-rL
,• „! i, MINE
graded to a 3:1 slope or flatter. All disturbed areas above static water level will be -► CORE CREEK UT
' seeded according to approved Revegetation Plan. The haul road will remain in use for NSN INVESTMENTS LLC
property access. z t r11
o 0CARTERET COUNTY
U. n7 1'=200' February 16, 2024
S'; ut t=-c�rt c� a' coa too' qav"
r N <
—OP-4 AI ) ! I ! - �- ® PREPARED BY CAROLINA GEOLOGICAL SERVICES, INC