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Gravel Construction Entrance Detail
BORROW PIT DEWATERING BASIN DETAIL
�L XOTES: cLAR6 A BTON@ ry�j r�
DIITEIBIINE BIIRIIIM pIT OHYI7rTe1. BABIN SIZE{,IgIN9 //y J r i" '
Y E 6.aBOE a • T, E'OF Y IB YOI.UIE IS ►aTr,re.Rrr +„VI 1 i C I t'i \ V^r']tATV28G�
P FLQlN MTF 44). AND T IB DEMITERIN0 I111IE (MR). --•tli11 raiNe wr,e I�(! ! �
USE BA7UilO8 FLOU RATE OF 1000 aPY AID A BTNriRBI
Lr6T1ATERLIp TIME OF @ NOURB. ��4�0 / ( �y�(, i Z TVF2
RIEEA SHALL @@ A NOX•PHRFOfb1TED SBD01T1 OR DDRRUOATED "`"".
NATEAIAL 1TITH A FLASNBOARD OPTIGN. 1
•rfr..e.r DIBBEIPBEWV
ealYrra. TTE COIA FLBHR BAFFLE n 1H A ONTBILLL PAVIr
t � 7 �oTatfSa`ZLFA r
TENT YEHTB TFE BPBOLFIDATIONB DF TN@ ODIR FIDHR
BAT BPEGLAL PXDYIBIa PROVIDED LA 1TB DDxxwlCr. ~J�,t� �jV
AWLS S s' BT'Eri POBTB CF THE BELP•NTAS1E,Nf,A v n v
AWLS BTEEL TYPE. IXBTALi BTEBL P01iT8 "11' L Mt
WITH AD YWIE THAN 3'OF THE POST APPlARIlA --- �j,O rAp
ABOVE
TTAC THE BCOIIrD. l.�' ���(�•CI-' '�'' ? \�T` ` `� •C'J
ATTACH THE GDIR FIBER HOT TO THE MEET. ��
POSTS WITH MIqE OLED . OniHR ACCBrTABLI MANS .,._.
OF HE BASS INTO THE BDtTO11 AIO BLDE BLDPEB � / r y� q A
OF THE BASIN 2 FILTER
F BRI.EB. "L •P YIX. //// �V��- 1 ��® �� �� G�
ItBITALL TYPE 2 FILTHR FABRIC OR BIDEBLON'BB AND �,p q,r7�� �
XOTTLY OF BASIN AT INLET AB BHOYR IN THE DETAIL. Cf Pf11 I,t�"`•
BASIN
TNH YYPIDAL BEOTLDN BtNMN FOR 1IE S-- N-C)
BDRR01t PLT DHMIMT9IINO SABIN AB OAR GUIDE. THE
BASIN SAY NA ANY TYPH COIFIOIMT'ION AS ONE AS .`r � ...�
BUFF MI F VOA VO IS PROVIDED AND
PRWIBIDNB EARTH DDIE ` `� `'
ARE YADH FOR A VON-F. 101 HEED RISER. PLAN
N # W C t LANDS
DO NDT EXCEED X'FO FT. IX NEIT U FORNAT THERIN ROSIARTHN.
^L" RI111$1 r G `
THE REQUIRED F1'Ai 90RR011 PIT DkiMTF 19 DMIIN.
BOARON PIT D9pQERINB BA71 BL2E IB YAAL{DLE t
AM DEPENDENT ON BPEOIFIO BITE AEOL4REYEIITB s �..,v��`L' I`_I
AS WELL AS PROPDBM ODNBTRUOTION W'HRATIONS. fa MATERISUBMITAL
THE SIZE LOCATION AND RISER PIPE �T,•O•= , --.{�1'•O
{. I \\ cif
HASINITO 11 PRIDA Ta CDNBELOW laN. 't " 1� Q� tGfZl rYl C4' l Dr CL1��Z N!
P1AX•THE EFFT.IAc72F INTQ THE BOPaX1R PIT DEIi\TERINQ f i r �1 ✓� .f C ^�M r7'G
BABTN TO A MiN1f2� DEPTH DF B TA. RELAX TOP OF �CIV LJC.
EARTH DIRE. ppZeEDp .•' -'-' 1 r
PROVIDE A STONE ENBROY DIBBIPjA R PAD AT THE io BEiW�TTI NIT (IT/LL. LI BEEP
OUTLET OF flE EL I DLSOFMRB@ NDBH AW OUTLET OF DDIR FIBER BAFFLE 81EEL PORT$
THE RISHR BARREL IN ACOORDhNG@ NI'n1 ROAMY 1 i
STANDARD ORMINB HTB.OB FOR OUTLET'NIO DITCN. - VARIABLE / fiti
7INFICAL SECTION VIEN y�l
NOT TO SC-ALE fir✓AlZ4$! i'
lit a C:
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Core Creed
Mining' JAIL'®1 CroS$•$®CttoCI
y t" a�va(not,to seal) °�
1
r
r
8 max stc;Wor d strenqth fabric with wire fence !
w
6'mztx_extf.o sttrength fabric without wire fence
rL.
Steel
5 iTc -
{Yost - :
„..._. , Plastic or 17
b r
wire ties
x t
Wire 18 24" d LOCATION MAP
fence
s
,
Natural
ground
E-
g"d, 4� CATEGORY _CURRENT AFFECTED PROPOSED CHANGE TO TOTAL AFFECTED
forward n ch h ACREAGE AFFECTED ACREAGE
ACREAGE
Fitter
y4 the trench Tailings/Sediment Ponds 0.00 0.00 0.10
fabric Stockpiles 0.00 0.00 0.00
Waste piles Processing Areas/Haul Roads 0.00 0.00 0.00
0.00 1.50 Wire.
ons
fence Mine Other(Please'explain)
Cross-Section 45.00
View
Filter Total Affected Acreage 46.60
Steel fabric Rackfill trench Natural t�Ac'N � Total Permitted Acreage
post / and compact 166.39
thoroughly ground I
•47 • , ,• upsiope
min
. MINE PLAN AND DETAILS
24" •• • • min
Reclamation Plan: The entire Mining Area will be left as a pond. All slopes wil be
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
PREPARED BY CAROLINA GEOLOGICAL SERVICES, INC