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--" BORROW PIT DEWATERING BASIN DETAIL
RENERAL ROM: CAW A STONE
s y� PIT aEV s�.0203•0"T. IMERE V Y«VOLME {FT l Q IR
? h�a
s�B}W1YNR SwimSwimDE7M'1EtINB BASIN BIs�uBINB
3.` P1AP FLDW RATE BFN AND T YB DEW4M A 01 INE (NRI• � i..n.i Nrni
Nl0 2 t a �J E A uee wca�uN PuS RA oPRaa aaw ao A rsNxwN
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ODEATERIMS TINE OF$ROM. _
RIMER SHALL BE A NON-PERFORATED SMOOTH OR ODARNMTEO --
NATRRIILL.WITH A FLARMOARD OPT2iN. iem STONE Rmom
NIBQIPATOR
THATTRE THE TH OOIR FIBER SARFT.B THE A NATENUL FIRED
THAT NEED THE VIS ION PROVIDE OF THE DOOR RIDER
NA7 SPECIAL PROVISION PROVIDED 1N 7IRt CONTRACT.
Iffir�� �® V,COS$'W$k'�C IGI1 AMBLEPROVIDE s'STEEL POOPS OF THE SELPONTS TF]1 ---
`°, AMBLE STEEL TYPE. FNSTARl S7NEL POeriS "W
♦�, WITH AD NOAE TWIN S OF THE PONE APPEARIMS
(,%ot,to$"to) ATTACH ABOVE THEFIBER IMT TO THE lriRfil. �
PORTS WITH WIRE OR OTHER ACCETABLB MEANS +�
AND STAPLED INTO THE BOTTOM Alit BIDE BLOPWB
OF THE BASIN WITH 12•STAPLER.
INSTALL TYPE B FILTER FABRIC ON SIORNAPWS AND
SO?TOM OF BASIN AT INLET AS 01ON1 IN THE OSTAIL.
USE THE TYPICAL SECTION SHOWN FOR THE
SON=PIT OORTSRINN BASIN AB A SUM, THE
BASIN MAY NAVE AM'TYPE DISFIOURATION AN LONG AS
BIFf GI BNT YDLINIR IS PROYIDIflI)A10 PROVISIONS EARTH oM
ARE BRAD ROR A�JN�O!!-PERFORATED RNER.
PLAN
BIIB7,1 REXCEED MXREDD FOR BORROW PI 1YT FT. IN O�1EAINR MOON.THE ENRTH RIM
THE MONROR PIT OENATEMINS SABIN BITE IS VARIABLE
AND OEPENDBNT ON SPBCIFIO SITE ROQURRRINNM
8'max. stoWda'd strength fabric with ware fence AS WELL AB PROPOSED OUNSTRUDTION OPERATIONS. ♦
111111MIT THE SIZE LOCATION AND PI RE PE 9'.O"x �--+! 1'•O"s 1'�t5 t�
�Y'(INTX-♦o}(i P'a strength fabric without wire fence' NA
,RNIAL FOR AP z�ROVAL PRIDE To CfI CONBrRNfTYBN. �
/ KW THE EFFLAAW INTO THE]BORROW PIT CRWIT"r," 1 ^ t r BASIN TO A BANK" DEPTH OF S DO. BEI.ON TOP OF „-- --,� «.1
EARTH DIKE.
Y. / PR011IOB A STOW BYRRSY OIBSIPATOR PAD A7 TRfi
��MLY
LET
Steel = F / TTTHELRISEN SBARREELL IND KITH ROAVA Y ND WT
OR STEEL POSTE
+// OOIR FIBER BAFFLE
pOSt F,7 c STANDARD DRAWIMS STa.OB FDA OUrLEr W/O OITC11. _ .�,
z L VARIABLE
ZYPIC& SECTION VIE1N �cS• �t�Of]
Plastic
: re wire CON 7
1
c5
Wire
18 24'
r' ri
fens¢ 1 PA' j \
Natural 113VFr-rR
ground 6N mitt \Z O /�
ti
-
8"dawn A 4' } t2Put N G
forward along
Jp a+v
24" the trench L cE
Filter
fabric Gravel Construction Entrance Detail �� T)e7A{L
r�tiSCy�Rrab x3ur-�`�z ..... � AS+��� ,N
Wire POt NT G
fens\
Cross-Section
View p a VY.A
T3A5`�T�
Filter i A ►t . `� n�i��
Steel fabric Back fill trench Natural
post and compact \ �
thoroughly ground
••• i,••i•• `
. . .•• U.
4.. • , .• Slope
• • . min • .W 7j ;L, __/
24" �. :.'�•�•.i♦ 'n �,ln l /4 1)41 AJ I AJ6
� c
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n"` kA
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J`G P t 5 Gt Ilg1Z�E ?%G,,=c%
L_t r3Z 11 `ERtNG
rot ar-1Z ]3c 2m/ �v
�EiAIL \y�V 1 c.7 PE N C.c J
t W�iLgNt7g 1 tttmE;ER �>~IZM/ M I N I N 6 A2t4 I
1
it
op
WET i`r' � 1
C` 1 L AND 5
ZS V�F[n R Lf CATEGORY CURRENT AFFECTED PROPOSED CHANGE TO TOTAL AFFECTED
S ( \ ACREAGE AFFECTED ACREAGE ACREAGE
t Tailings/Sediment Ponds
Stockpiles
Jt1N 2 5 2014
t Waste piles
Processing Areas/Haul Roads 3.00 3.00
Mine Excavations 56.00 56.00
1
Other(Please explain)srz apt �
Total Affected Acreage
59.00
Total Permitted Acreage 114.69
MINE PLAN / DETAILS
SANDY BOTTOM EXPLORATIONS MINE
BIG J AND LITTLE J LLC
't00i �Jp+ LENOIR COUNTY
1'=200' June 3, 2024
PREPARED BY CAROLINA GEOLOGICAL SERVICES, INC
PAGE 1 OF 3
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\� �\ ��~► 1 �� �� Reclamation Plan: The entire Mining Area will be left as a pond. All slopes will be
graded to a 3:1 slope or flatter. All disturbed areas above static water level will be
1 seeded according to approved Revegetation Plan. The haul road will remain in use for
J lee ,. \ F WE��oNas
� ♦ property access.
WETLANDS 1
� � r
RECLAMATION PLAN
SANDY BOTTOM EXPLORATIONS MINE
BIG J AND LITTLE J LLC
LENOIR COUNTY
1'=200' June 3, 2024
x� ga
, (ODD PREPARED BY CAROLINA GEOLOGICAL SERVICES, INC
tp=2.tv, PAGE 3 OF 3