Appendix B- Permit Site and TSF Design Sheets

�\ LEGEND
1000— CONTOUR 25' (EXISTING)
`J CONTOUR 5' (EXISTING)
t000 CONTOUR 25' (PROPOSED)
CONTOUR 5' (PROPOSED)
PROPERTY BOUNDARY
\ RAILWAY
0 150 300 600 I`\ �\ �/ PAVED ROAD
FEET \\
DIRT ROAD
EDGE OF WATER
° FENCE
If
PAVED DRAINAGE
° I POWER LINE
o s o8' SEWER LINE
WATER LINE
4 :fib.
BUILDING/PAD EXISTING
D ao °8�p \ 0 BUILDING/PAD PROPOSED
\ CULVERT EXISTING
0 4D + CULVERT PROPOSED
> - ° o \
_ o \
0
e 9s0 Q \
o � o
LIGHT VEHICLE AND HAUL
VEHICLE SEPARATION BERM'
100FT. PERIMETER
HAUL/ACCESS ROAD
LIGHT VEHICLE ACCESS sso 1
WATER AND SEWER MAIN - -_ -_--------- 950 ENTRANCE PARKING
- ----- ------ ssoGATE SECURITY OFFICES
-- 950 47I
950 \SOIL TRACKING DEVICE
_o
r - o
4 L �. o
-
-
FILTERED TAILINGS
STORAGE AREA
950
4"SEWER LINE (DR11,
HDPE, PE4710 I CREST OF FILTERED '\
�,�,�-I TAILINGS STORAGE AREA
3"WATER LINE (DR11, 180 CULVERT
_HD PE4710 gas 24"0 CULVERT �\
1 FUELING PAD AND DUAL.
s sssss sss� � •
CONTAINMENT TANK
GROWTH MEDIA STORAGE
MAINTENANCE SHOP o
LAYDOWN � i �\ � PROPERTY BOUNDARY
'v
o TRUCK PARKING s
_ SOUTH PARKING o } < <� <� N 9�S \ So
C O
(� TRUCK WASH
WATER TRUCK FILLING' �� "' <_ <— < < < 875
' OFCANTEEN' m LIFT STATIO=-___ -- 87s 875 < < rn <
CONTACT WATER - m 875 /, < � — 1000 0
CHANGE ROOMS TRANSFER POND 975 '
CONTACT WATER _ -- _= 960
EMERGENCY 30"O CULVERT - -
PIMP EMERGENCY STARTER -
SEEPAGE COLLECTION TANK SEDIMENT EMBANKMENT
O/H LINE TO -
BASINS SPILLWAY EXISTING CULVERTS (TYP.)
INFRASTRUCTURE PAD TP-29 POWER FROM PERIMETER ACCESS ROAD PERIMETER ACCESS ROAD HIGH POINT -�
RUTHERFORD
REVISIONS DESIGN:JS/EL REVIEWED:JO PREPARED BY: DRAWING TITLE: ISSUE:
FINAL
REV. DESCRIPTION DATE DRAWN: EL APPROVED:JO
1 SUBMITTED FOR CLIENT REVIEW 04.09.2024 COORDINATE SYSTEM: irk consulting ARCHDALE TAILINGS STORAGE DATE:
�
2 ISSUED FOR PERMITTING 04.19.2024 FACILITY SITE MAP 06.10.2024
3 RE-ISSUED FOR PERMITTING 06.10.2024 NC STATE PLANE NAD83 FT PREPARED FOR: SRK PROJECT NO.: REVISION:
PROJECT: USPR000576 2
J� KINGS MOUNTAIN MINE DRAWING
A L B E MA R L E
IF THE ABOVE BAR
Operated by: KINGS MOUNTAIN MINING PROJECT DOES NOT MEASURE 1 INCH, Albemarle-Lithium Site M a p
FILE NAME: Archdale SiteMap_20240610.dwg THE DRAWING SCALE IS ALTERED
C:\Users\jsames\SRK Consulting\NA USPR000576 Albemarle Corporation Kings Mountain 2022 Pre Feasibility Study-GIS\04 CAD\20240419_Archdale_SiteMap\Archdale SiteMap_20240610.dwg

r�Noif4k r
t.
� VIRGINIA �� Suffolk % Portsmouth
Bnstol �� '^Martinsville \ Chesapeake Blregach
�Bristo Mount Ary. -Eden
`�'-Danville Roanoke
r•, - 12aplds �
Elizabethton Elizabeth
Johnson Cit Reidsville`�1--- r_
M�y�TE1VNESSEE �Y � �� :,r I1en`derson � s ��=���,
~j•- PR LIMINARY ARCH AL
Winston-Salem Burlington _ Mebane
r Durham / �AlberrrarleSoarrd
•Knoxville Y r -J Lenoir Greens\ro Graham Rocky Mount r� f
��•'-Sevierville "� ._ High Point � •'
•"Ma�ille -(�'•t Mordt n ry 5tatesvllle Thomasvillllee 'Archdale\ el l f
Ralei h
l} 1 f
�r9 .Hicko "__� 5allsbur Lexington Asheboro g •Wilson t, '
Asheville "I Newton Ty '� Greenville
Athens _ '
f Uncolnton'. Kannapohs r�Concofd. Sanford .NORTH
1�
_i Hendersonville ` � 1Albemarle CAROLINA Goldsboro ��4'�* � " -
s }- Gastonia
f r,/ �- - — Shelby Mount Holly '' TAILINGS STORAG FACILITY SIGN
Kinston
Belmont miott.
I' run C0
s% PO❑11i
Charlotte New Bern So 71
_ Fayetteville t•
Gre � � Gaffney % Monroe � N�. 'S
ffJ '�-GEORGIA- Easle -.!`-�. •�• �Rpck Hill � /` Y � �Hv�k��� �
p `G eenvllle Spartanburg \ r T
{C Clemson �~"� j \ laurmburg Jacksonmlle
9ya/��Mauldin -
CAKINGS MOUNTAIN MINE PROJECT
ROLINA s mbe ton +y,, r
onslow N
/ \ Wilmington Bay
No`" CLEVELAND COUNTY, NORTH CAROLINA
// \ `r• Myrtle—"�
Conway Beach
Myrtle Beach
/ �Long 0 25 50
/ \ Bay
// \ 1 inch=50 miles
1279000 1280000 1281000 1282000 1283000 1284000 1285000 1286000
Pill kp
BessemerCAy - � 1
CLEVELAND - / astonia
COUNTY
Patterson F:I-lu l GASTON COUNTY J• L I
.+
l'.TA'CIS '� Sli'I ll.i O O•i.. - -_-- - @ r�
■
/ .lulounla In co /gy p;J' � � _I -� M
/ Slata Park
_
NORTH CAROLINA r A %
t\ j
Y.
\ l
r j
\c9sC f10 fain SOU1H CAF<OLIN 4f �. � 4 . 5
r
10 �.�r ✓� - •��
d Mary Park 1
CHER KEEL.tir,
A\ 0 2.5 5COUNTY Kings Nba
Sfito Park
—
YORK COUNTY
'l — t p �` - 11•
\ r 1 inch=5 miles -
\ o , + o
�., - r �+ o
� DRAWING LIST
REV. DRAWING No. TITLE
imp
B 100 LOCATION MAP AND DRAWING INDEX
o B 200 EXISTING AND PROPOSED SITE FACILITIES
Ln
\ co
r_ .{ - - B 300 PERIMETER ROAD AND FACILITY PAD GRADING PLAN AND SECTIONS
\ ol �� * J B 301 PHASE I BASE DRAIN GRADING PLAN AND SECTIONS
- B 302 FINAL TSF GRADING PLAN AND SECTIONS
\ o F# ..
\ • �.. �'•
.` 7 o A 400 PLANT SITE GRADING PLAN AND SECTIONS
CD
\ �� A 500 TSF DETAILS
\ ,a till Ln
V "116 - Ell L
ir
\ CD N CD
\ LO �r• i, LO
\ - , 9r
\ 6
6
1' �• i` 0 250 500 1000
T r_ ■
- ■ FEET
■ } 70
1279000 1280000 .1281000 1282000 1283000 1284000 1285000 1286000
REVISIONS DESIGN:JS/RBB REVIEWED: RBB PREPARED BY: DRAWING TITLE: ISSUE:
REV. DESCRIPTION DATE DRAWN: APPROVED: PRELIMINARY
JS/ML/NM RBB consultir r
DATE:
A ISSUED FOR PRE FEASIBILITY 04.19.2024 COORDINATE SYSTEM: LOCATION MAP AND DRAWING INDEX
B RE-ISSUED FOR PERMITTING 06.10.2024 06.10.2024
NC STATE PLANE NAD83 FT PREPARED FOR: SRK PROJECT NO.: REVISION:PROJECT: USPR0005576 B
KINGS MOUNTAIN MINE PRELIMINARY ARCHDALE DRAWING NO.
Operated by: TAILINGS STORAGE FACILITY DESIGN
IF THE ABOVE BAR Albemarle-Lithium
DOES NOT MEASURE 1 INCH, KINGS MOUNTAIN MINE PROJECT �Io0
I
FILE NAME: USPR000576-100-CVR01.dwg THE DRAWING SCALE IS ALTERED
C:\Users\jsames\SRK Consulting\NA USPR000576 Albemarle Corporation Kings Mountain 2022 Pre Feasibility Study-Internal\0800_TSF\040_Drafting\Task-310_Cactus_Design_2.0\USPR000576-100-CVR01.dwg

H ttH FFF+ii l mu
r
}tH+t+tH+l+Ht{+}f}Hi+Hii+tFH+1+tHH++fFH+fH+fHi1+FtHIttH}+tFFH+fFH+EHi+1HiI+Hi+}ffHi+fH+H+HF \
�aa! EXISTING STOCKPILE
�950 950 �j t TO BE REMOVED
950 - - — --- —„�
�- ItHH}ttH11tFH1+FFH++ (�. --- ---- -
�.
p ---
Y } o ------------------ ------ ------- - \
® ----- __ _ __ 95
°
950
- 1060 925 0' SITE ENTRANCE 0 150 300 600
�.nnllln II o _ —<—<—<— —<� FEET
..� 9so
i
o
PROPERTY BOUNDARY 925 i — — Q �� so
950
/ I 0 4 \
act o
a� g
18"0 EXISTING CULVERT � \
18"0 EXISTING CULVERT
�'� __• � soo � � ° i
SOD
875 875
875 �
® 900, 0
36"0 EXISTING CULVERT 950
"300 EXISTING CULVERT T--=$
a _ -. ,,,...-.� ... . ,. 60"0 EXISTING CULVERT '—=-
60"0 EXISTING CULVERT,
y
r _ _
EXISTING FACILITIES SITE PLAN
- (SCALE: 1"=300')
LIGHT VEHICLE AND HAUL
VEHICLE SEPARATION BERM _
Po 0 100FT. PERIMETER
950 Ilttl+ItHH950 g50 00 Q HAUL/ACCESS ROAD
LIGHT VEHICLE ACCESS \
q WATER AND SEWER MAIN >
------------------- sso
---------- sso °
- � 925 —_ - �
_ — SITE ENTRANCE 0 150 300 600
4 L
FEET—
O
C) 950
v �
e
f
7 � 950
9
Q
18" CP STO LV RT I EL: 992.00'
GAS D WA R S
mho STO WAT HEADWA F ING 500, D AIL 3) Y 2.51 ``'O '\9 LEGEND
J 24 OR RT '
•�T L _ s
PROPERTY BOUNDARY
EL AD fasaa: a.aasaaaaas N •\' t000 CONTOUR 25' (EXISTING)
77 CONTOUR 5' (EXISTING)
f I g \
GROWTH MEDIA s7s—N 25 450' \ c\ (PROPOSED)
STOCKPILE �o00 25
/ g5o CONTOUR 5' (PROPOSED)
7\
sso PROPERTY BOUNDARY
o � -
_EL: 985.80' m I o w N 925— �\ .. ... ... ... ... ... .. RAILWAY
l soo•a ssa PAVED ROAD
g00 <_ <_ < <� N s>s O DIRT ROAD
N
EDGE OF WATER
< < \ FENCE
875 360' 875
PAVED DRAINAGE
MAINTENANCE SHOP ` \ m 875 a75 a75
TRUCK PARKING C ACT IATER m soon ° POWER LINE
LAY DOWN AREA— EMERGENCY ----- miT — — SEWER LINE
24"0 CULVERT(PIMP) _ _ • 4 =
STORMWATER DISCHARGE APRON EXISTING CULVERT(TYP.) -� ® 500 SEEPAGE INTERCEPTION DRAIN sus WATER LINE
OVERHEAD POWER SEEPAGE COLLECTION TANK _ 0 BUILDING/ PAD EXISTING
24"0 RCP STORMWATER CULVERT(4) PMP EMERGENCY ROCK FILL EMBANKMENTS
CONTACT WATER TRANSFER POND SPILLWAY CREST 960 ELEV. amsl 0 BUILDING/ PAD PROPOSED
(100yr STORM STORAGE) SEDIMENT BASINS PERIMETER ACCESS ROAD PERIMETER ACCESS ROAD HIGH POINT CULVERT EXISTING
(25yr STORAGE AND ABLE TO PASS PMP) AND STARTER EMBANKMENT
PROPOSED FACILITIES SITE PLAN CULVERT PROPOSED
(SCALE: 1"=300')
REVISIONS DESIGN:JS/RBB REVIEWED: RBB PREPARED BY: DRAWING TITLE: ISSUE:
REV. DESCRIPTION DATE DRAWN: APPROVED: RBB PRELIMINARY
consultir) rDATE:
A ISSUED FOR PRE FEASIBILITY 0 .1 .2024 JS/ML/NM COORDINATE SYSTEM: EXISTING AND PROPOSED SITE FACILITIES
B RE-ISSUED FOR PERMITTING 06.10.2024 06.10.2024
NC STATE PLANE NAD83 FT SRK PROJECT NO.: REVISION:
PREPARED FOR: PROJECT: USPR0005576 B
1IIIIIIIIIIIIIEKINGS MOUNTAIN MINE PRELIMINARY ARCHDALE DRAWING NO.
IF THE ABOVE BAR
.�'1� A L B E MA R L E Operated by: TAILINGS STORAGE FACILITY DESIGN DOES NOT MEASURE 1 INCH, Albemarle-Lithium 200KINGS MOUNTAIN MINE PROJECT
FILE NAME: USPR000576-200-SITEMAP.dwg THE DRAWING SCALE IS ALTERED
C:\Users\jsames\SRK Consulting\NA USPR000576 Albemarle Corporation Kings Mountain 2022 Pre Feasibility Study-Internal\0800_TSF\040_Drafting\Task-310_Cactus_Design_2.0\USPR000576-200-SITEMAP.dwg

LEGEND
\ \ 1000 CONTOUR 25' (EXISTING)
d \ CONTOUR 5' (EXISTING)
1000 CONTOUR 25' (PROPOSED)
0o CONTOUR 5' (PROPOSED)
e 0 \ PROPERTY BOUNDARY
° RAILWAY
0 150 300 600
o \ PAVED ROAD
FEET \ DIRT ROAD
EDGE OF WATER
C FENCE 1150 1150
LIGHT VEHICLE AND HAUL 1100 1100
VEHICLE SEPARATION BERM o PAVED DRAINAGE
Z— STOCKPILE TO BE REMOVED
o q --1050 -1050
P liw[ iIRMItt 100FT. PERIMETER POWER LINE
0 HAUL/ACCESS ROAD SEWER LINE 1000 4 SEEPAGE 1000
}ttHii}tHiltttHi} ° LIGHT VEHICLE ACCESS _V Z
9 ° -- 9S0 \
WATER AND SEWER MAIN ° 07 WATER LINE 950 500 INTERCEPTION50
------ sso — DRAIN
---- Q
---------_-----------____= c -------------------- sso
_ ------------------ 950 0 BUILDING/ PAD EXISTING w 900 900
r I o SITE ENTRANCE NNWBUILDING/ PAD PROPOSED w 850 P RIMET R ACCESS RO D AND STARTEREMBANKMENT / 850
l_ 'gill IIII ° o CULVERT EXISTING 800 800
-
IIIII
IF CULVERT PROPOSED I I I I I
EXISTING STOCKPILE I
< \ 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
�� Win
d N TO BE REMOVED o STATION (FT.)
v
O 950
SECTION C-C
0 1 I e f \ (SCALE: 1"=200')
0 \'C ERT HE A al
oo •0
. s o 0
100f
0 �
v � O
PROPERTY BOUNDARY
soo
RE RGENCY S IJU
O W g C�j o °sod o� a° � � \i,•
IS-
0
90 < <�� �� d � � \ 1050 _ 1050
-
_ PERIMETER ACCESS) ROAD ND STARTER EMBANKMENT
4 INTERCEPTION
_ 1000- SEEPAGE 1000
875 o M
---- 87s 87s < < °ot < ` < - o 950 1 _ 500 DRAIN 950
--- -
��----- 875 Z
m 875 m• <� 10)0 O / - - - - - _
CONTACT WATER m m �� o 976 — — — — — —
TRANSFER POND r > 850 850
(100yr STORM STORAGE) PLANT SITE 1 -- � m __ sso w 800 800
400 -� _ � 4 � __ ` w EXISTING GR UND
SEEPAGE INTERCEPTION DRAIN
36"0 EXISTING CULVERT
500 750 7750
CONTACT WATER SEEPAGE COLLECTION TANK 18"0 EXISTING
60"0 EXISTING 18"Q1 EXISTING CULVERT
EMERGENCY 24"fd CULVERT 30"0 EXISTING CULVERT -' CULVERT CULVERT 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
SEDIMENT BASINS PERIMETER ACCESS ROAD STATION (FT.)
(25yr STORAGE AND ABLE TO PASS PMP) AND STARTER EMBANKMENT PERIMETER ACCESS ROAD HIGH POINT
60"0 EXISTING CULVERT
SECTION B-B
(SCALE: 1"=200')
PHASE I TSF GRADING PLAN
(SCALE: 1"=300')
A
1150 _ 1150
1100= 1100
1050- 1050
l__ 1000= PERIMETER ACCESS ROAD ND STARTER EMBANKMENT
1000
/ — — - - —
950= — — ` 950
Q 900= 900
� 850- 850
w - EX STING GROUNDI
800= 800
750 t— 750
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00
STATION (FT.)
SECTION A-A
(SCALE: 1"=200')
REVISIONS DESIGN:JS/RBB REVIEWED: RBB PREPARED BY: DRAWING TITLE: ISSUE:
REV. DESCRIPTION DATE DRAWN: APPROVED: RBB P RE L I M I NARY
A ISSUED FOR PRE FEASIBILITY 04.19.2024
JS/ML/NM oo consultipr PERIMETER ROAD AND FACILITY PAD DATE:
COORDINATE SYSTEM:
B RE-ISSUED FOR PERMITTING 06.10.2024 GRADING PLAN AND SECTIONS 06.10.2024
INC STATE PLANE NAD83 FT PREPARED FOR: SRK PROJECT NO.: REVISION:
PROJECT: USPR000576 B
KINGS MOUNTAIN MINE PRELIMINARY ARCHDALE DRAWING NO.
IF THE ABOVE BAR
.�'1� A L B E MA R L E Operated by: TAILINGS STORAGE FACILITY DESIGN DOES NOT MEASURE 1 INCH, Albemarle-Lithium 300KINGS MOUNTAIN MINE PROJECT
FILE NAME: USPR000576-300-GRDOO.dwg THE DRAWING SCALE IS ALTERED
C:\Users\jsames\SRK Consulting\NA USPR000576 Albemarle Corporation Kings Mountain 2022 Pre Feasibility Study-Internal\0800_TSF\040_Drafting\Task-310_Cactus_Design_2.0\USPR000576-300-GRDOO.dwg

LEGEND
\ \ 1000 CONTOUR 25' (EXISTING)
d \ CONTOUR 5' (EXISTING)
1000 CONTOUR 25' (PROPOSED)
0o CONTOUR 5' (PROPOSED)
e 0 \ PROPERTY BOUNDARY
a ° RAILWAY
0 150 300 600 �o sso 0 \
o \ PAVED ROAD
FEET \ DIRT ROAD
EDGE OF WATER
C FENCE 1150 1150
LIGHT VEHICLE AND HAUL 1100 1100
VEHICLE SEPARATION BERM o PAVED DRAINAGE
- — STOCKPILE TO BE REMOVED
q --1050 1050
P H}++tHi+ttHl+tt 100FT. PERIMETER POWER LINE
(D HAUL/ACCESS ROAD SEWER LINE 1000 4 SEEPAGE 1000
+}tHii}tHi}+ttHi+ a 9 LIGHT VEHICLE ACCESS o 950 — Z BASE DRAIN GRAD NG, SH ET 301
WATER AND SEWER MAIN U7 ----\- ------ sso WATER LINE 950 — _— 500 DRAIN 950
950
---
----- c — 950 \ Q
-------------
950 _
------ 9So BUILDING/ PAD EXISTING 900 900
--------------� — _ _ w —
° SITE ENTRANCE � BUILDING/ PAD PROPOSED w 850 P RIMET R ACC SS RO D AND TARTE EMBANKMENT / 850
CULVERT EXISTING 8007 800
��I III _ - _
925
<—<—<—<—<—`—` CULVERT PROPOSED
925 i I I
p ` 925 ♦ i ` < <\ 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
950
N� i♦� STATION (FT.)
FFtT7- in
♦ ♦ i / c
BASE DRAIN LATERAL
950 /
/
TEMPORARY STORMWATER DITCH 6 I gl goo �` i/ m ; ; I \�\ o SECTION C-C
AND COLLECTION SUMP FOR PUMPING 500 / I (SCALE: 1"=200')
O C ERT ���ERT A °� mph
sss s s sssss s+� v 9ZS \�\ 0,
f�7
925 o D sy° f/ /� 9 BASE DRAIN soo
i i / 500 COLLECTION HEADER \
c\� � PROPERTY BOUNDARY
I soo ♦ ♦ ♦♦♦♦ ♦♦ ♦ / / / \e\
875
O
r i EL: 885.00' ♦ ♦♦ ; ` / '\ -
c�i f \
I i ♦ 875 ♦ / \'
< 875 ip ` s2s 2So\ So B
goo < < 1050 _ 1050
s7s - B SE DRAIN GRADING, SHEET 301 XISTIN GROUND
P RK _ , 1h �i <— 87s 1000= SEEPAGE 1000
goo t <� <� < < o sea o 950 500 INTERCEPTION 950
87s 875 ��< < 1 — DRAIN
z 900 ` — 900
-----
--� m 875 °' 1000 —
CONTACT WATER ��^ m ��� s < 850 — — 850
TRANSFER POND
PLANT SITE 1 --- m __ sSo w 800 800
(100yr STORM STORAGE) 400 w
36"0 EXISTING CULVERT 4 SEEPAGE INTERCEPTION DRAIN
SEEPAGE COLLECTION TANK 500 750 750
CONTACT WATER 18"0 EXISTING 18"O EXISTING CULVERT = - ERIME ER AC ESS RO ID TARTE EMBA KMEN
EMERGENCY 24"O CULVERT 30"O EXISTING CULVERT -' CU60"LVERT
VERT EXISTING CULVERT 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
CUL
SEDIMENT BASINS PERIMETER ACCESS ROAD PERIMETER ACCESS ROAD HIGH POINT STATION (FT.)
(25yr STORAGE AND ABLE TO PASS PMP) PMP EMERGENCY AND STARTER EMBANKMENT
SPILLWAY
60"0 EXISTING CULVERT
SECTION B-B
(SCALE: 1"=200')
PHASE I BASE DRAIN GRADING PLAN
(SCALE: 1"=300')
D
1150 1150
11007 1100
1050 1050
1000
z 950 950
Q 900 — — 900
LU
850 — — _ — 850
w
800 800
BASE: DRAIN GRADIN , SHEE 301
750 750
I I I I I I I I
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00
STATION (FT.)
SECTION D-D
(SCALE: 1"=200')
REVISIONS DESIGN:JS/RBB REVIEWED: RBB PREPARED BY: DRAWING TITLE: ISSUE:
REV. DESCRIPTION DATE DRAWN: APPROVED: RBB P RE L I M I NARY
A ISSUED FOR PRE FEASIBILITY 04.19.2024 JS/ML/NM consultipr PHASE I BASE DRAIN GRADING DATE:
B RE-ISSUED FOR PERMITTING 06.10.2024 COORDINATE SYSTEM. PLAN AND SECTIONS 06.10.2024
INC STATE PLANE NAD83 FT PREPARED FOR: SRK PROJECT NO.: REVISION:
PROJECT: USPR000576 B
KINGS MOUNTAIN MINE PRELIMINARY ARCHDALE DRAWING NO.
IF THE ABOVE BAR
.�'1� A L B E MA R L E Operated by: TAILINGS STORAGE FACILITY DESIGN DOES NOT MEASURE 1 INCH, Albemarle-Lithium 301KINGS MOUNTAIN MINE PROJECT
FILE NAME: USPR000576-301-GRD01.dwg THE DRAWING SCALE IS ALTERED
C:\Users\jsames\SRK Consulting\NA USPR000576 Albemarle Corporation Kings Mountain 2022 Pre Feasibility Study-Internal\0800_TSF\040_Drafting\Task-310_Cactus_Design_2.0\USPR000576-301-GRD01.dwg

LEGEND
\ \ 1000 CONTOUR 25' (EXISTING)
d \ CONTOUR 5' (EXISTING)
° ° g • \ � 1000 CONTOUR 25' (PROPOSED)
0o CONTOUR 5' (PROPOSED)
e 0 \ PROPERTY BOUNDARY
° RAILWAY
0 150 300 600
o \ PAVED ROAD
FEET \ DIRT ROAD
EDGE OF WATER
C FENCE 1150 1150
LIGHT VEHICLE AND HAUL 1100 1100
VEHICLE SEPARATION BERM o PAVED DRAINAGE
Z— STOCKPILE TO BE REMOVED
o q --1050
P H}}}tHiIRMItt 100FT. PERIMETER POWER LINE
0 HAUL/ACCESS ROAD SEWER LINE �1000 EL.991. ' FINAL TSFSURFA E 4 SEEPAGE 1000
}ttHii}tHiltttHi} ° LIGHT VEHICLE ACCESS - _V z
9 ° -- 950 \
WATER AND SEWER MAIN ° U7 WATER LINE 950 500 INTERCEPTION50
------ ssp — DRAIN
--- Q
---------------------__= C -------------------- 9S0
------------------ s5o 0 BUILDING/ PAD EXISTING w 900 900
r i o SITE ENTRANCE BUILDING/ PAD PROPOSED w 850 850
PERIMETER ACCESS ROAD AND E TARTER EMBANKMENT
l— ��il liii ° o CULVERT EXISTING 800
I 925 — - 800
CULVERT PROPOSED
sso 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
g25 N O 950
„ C STATION (FT.)
g50 SSp e
v
O 950 SECTION C-C
j MAX. EL: 992.00'�s�s (SCALE: 1"=200')
I \ o�
0 C ERT ERT
-
950 /
925 o v
v sus PROPERTY BOUNDARY
I
I � soo
r I 950
e\
m 900 I O w 925 �\ B
1100 1100
1050 1050
soo 8 s <� ms \ EL.9 7.3' FINAL SF SURFACE
A KI = , 1e <� soo —1000 SEEPAGE 1000
< LL 950 500 INTERCEPTION
ens ---- — sus < < z
1 — DRAIN 950
87S < < < ^I 0 900 ` — 900
ass — �000 Q —
CONTACT WATER m m ��� s�5 w 850 — — — — 850
TRANSFER POND PLANT SITE 1 — _ m 500 4 w 800 EXISTING GR UND g00
(100yr STORM STORAGE) 400
36"0 EXISTING CULVERT SEEPAGE INTERCEPTION DRAIN 750 PE (METE ACCESS ROAD ND ST RTER E BANK ENT 750
_- �
SEEPAGE COLLECTION TANK 18"0 EXISTING
CONTACT WATER 60"(1� EXISTING �18"Q1 EXISTING CULVERT _
EMERGENCY 24"0 CULVERT 30"O EXISTING CULVERT CULVERT 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
CULVERT
PERIMETER ACCESS ROAD PERIMETER ACCESS ROAD HIGH POINT STATION (FT.)
SEDIMENT BASINS PMP EMERGENCY AND STARTER EMBANKMENT
(25yr STORAGE AND ABLE TO PASS PMP) SPILLWAY
60"0 EXISTING CULVERT
SECTION B-B
(SCALE: 1"=200')
FINAL TSF GRADING PLAN
(SCALE: 1"=300')
A
1150 - 1150
1100— 1100
1050— 1050
l__ 1000= PERIMETER ACCESS ROAD ND STARTER EMBANK EMBANKIV ENT 1000
— — - - —
950= _ — ` 950
Q 900— — ` — 1 — — — _ — 900
850- ` — — — 850
w = EXISTING GROUNDI
800—_ 800
750 750
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00
STATION (FT.)
SECTION A-A
(SCALE: 1"=200')
REVISIONS DESIGN:JS/RBB REVIEWED: RBB PREPARED BY: DRAWING TITLE: ISSUE:
REV. DESCRIPTION DATE DRAWN: APPROVED: RBB PRELIMINARY
-
A ISSUED FOR PRE FEASIBILITY 06.10.2024 JS/ML/NM oo consultiprDATE:
COORDINATE SYSTEM: FINAL TSF GRADING PLAN AND SECTIONS
B RE-ISSUED FOR PERMITTING 0 .1 .2024 06.10.2024
NC STATE PLANE NAD83 FT PREPARED FOR: SRK PROJECT NO.: REVISION:PROJECT: USPR0005576 B
KINGS MOUNTAIN MINE PRELIMINARY ARCHDALE DRAWING NO.
.�'1� A L B E MA R L E Operated by: TAILINGS STORAGE FACILITY DESIGN
IF THE ABOVE BAR Albemarle-Lithium 302
DOESWINGSC NOT LEISAURE 1 TERNCH, KINGS MOUNTAIN MINE PROJECT
FILE NAME: USPR000576-302-GRD02.dwg THE DRAWING SCALE IS ALTERED
C:\Users\jsames\SRK Consulting\NA USPR000576 Albemarle Corporation Kings Mountain 2022 Pre Feasibility Study-Internal\0800_TSF\040_Drafting\Task-310_Cactus_Design_2.0\USPR000576-302-GRD02.dwg

0 f
PROPERTY BOUNDARY 11
o � LEGEND
0
1000— CONTOUR 25' (EXISTING)
° m CONTOUR 5' (EXISTING)
Z=----- = _ CONTOUR 25' (PROPOSED)
GROWTH MEDIA STOCKPILE _---- 2.5:1
----- - -==-------?-- o CONTOUR 5' (PROPOSED)
=------ ------
���%�-- HEA WALL
950 �:�� i PROPERTY BOUNDARY
SS ROAD i RAILWAY
LIGHT VEHICLE AC I
LLL? PAVED ROAD
24"0 CULVERT i
925 I f�' o ti SUMP DRAIN DIRT ROAD
�0 64� 18"0 CULVER � 0 500 EDGE OF WATER
II - FENCE
11 �° 25' 00, 25'
PAVED DRAINAGE
POWER LINE
II / N 900 y ---I SEWER LINE
D
1 / 337.5' ----------- WATER LINE
2 •1 _ _ 2.5:1 0 BUILDING/PAD EXISTING
—�
950 BUILDING/PAD PROPOSED
CULVERT EXISTING
1 ■ / N N 900 N �o I 92s CULVERT PROPOSED
�° cn LO
ARKING / I N
3 BEEHIVE 4
/ I i 500 DROP INLET 900 SEEPAGE
900 INTERCEPTION 4
500
DRAIN
CONTACT WATER
EMERGENCY ♦ _
CONTACT WATER 24"0 CULVERT F 300' <
TRANSFER POND 900
_ (100yr STORM STORAGE)
EEPA E C LLEC 10 AN 00 - - 0 50 100 200
_ 36"0 EXISTING CULVERT — lb 875
FEET
ar3n 900 E STING CULVERT --�
t_= SEDIMEN SINS °
0 25yr STORAGE AND ABLE TO PASS PMP) PMP EMERGEN
SPILLWAY
PLANT SITE GRADING PLAN ` 60"0 EXISTING CUL
- (SCALE: 1"= 100') o
- o
980 980
25 140' 5'
960 960 -
5' 429.7' 3 .7' 950 LL 940 950
H 940
LL — — _ -2.0% ZO 920 — —
Z — - - _920 - - -
900 PAD _ _ — — — — — — — — — _ — — — — ✓ — 900 ; 900 LIG T VEHI LE — — — — — _ 900
j 880 — _ — _j 880 AC ESS ROAD
w 860 w 860 77.5' CONTACT WAT R POND
w 356.2' 850 850
840
CONT CT WA ER PON -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 STATION (FT.)
STATION (FT.) SECTION E-E
SECTION D-D (SCALE: 1" = 100')
(SCALE: 1"= 100')
1020
1000 1000
980
940 -, 960
920 940 2. 950
Z 900 900 Z 920 1
O 2.9' 70' 5'
880 — _ — — — — — — — _ — _ Q 900 AIL G 900
860
w 840 302.1' 850 w 880
w 860
— — 850
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 840 X
820 F ENCH RAIN 400
STATION (FT.) CONTACT WATER POND SEDIM NT PO D
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
SECTION F-F STATION (FT.)
(SCALE: 1"= 100')
SECTION G-G
(SCALE: 1" = 100')
REVISIONS DESIGN:JS/RBB REVIEWED: RBB PREPARED BY: DRAWING TITLE: ISSUE:
REV. DESCRIPTION DATE DRAWN: APPROVED:RBB JS/ML/NM '� co n s u l t i n DATE:
- PRELIMINARY
-
A ISSUED FOR PRE FEASIBILITY 04.19.2024 COORDINATE SYSTEM: PLANT SITE GRADING PLAN AND SECTIONS
B RE-ISSUED FOR PERMITTING 06.10.2024 06.10.2024
NC STATE PLANE NAD83 FT PREPARED FOR: SRK PROJECT NO.: REVISION:
PROJECT: USPR000576 B
3\ ALBEMARLE KINGS MOUNTAIN MINE PRELIMINARY ARCHDALE DRAWING NO.
IF THE ABOVE BAR Operated by: TAILINGS STORAGE FACILITY DESIGN
DOES NOT MEASURE 1 INCH, Albemarle-Lithium �I 00
FILE NAME: USPR000576-400-GRD03.dwg
THE DRAWING SCALE IS ALTERED KINGS MOUNTAIN MINE PROJECT `�F
C:\Users\jsames\SRK Consulting\NA USPR000576 Albemarle Corporation Kings Mountain 2022 Pre Feasibility Study-Internal\0800_TSF\040_Drafting\Task-310_Cactus_Design_2.0\USPR000576-400-GRD03.dwg

40 FT.
7]pT. PHASE 6 FINAL EMBANKMENT ELEV. 960 FT.
T. 2.5 CONCURRENT RECLAMATION
- - - - PHASE5ELEV. 950FT. EMBANKMENT VARIES
FT. ROCK FILL (50FT. TO 100FT)
FILTERED TAILINGS
- - - - - - - - - - - PHASE4ELEV. 935FT.
STORMWATER DITCH (PMP)
920 FT.
— — — — — — — — — — — — - — — - - - PHASE 3 ELEV. 920 FT.
905 FT. 2.5
— — — — — — — — — — — — — — — — — — — — — — — PHASE 2 ELEV. 905 FT.
1
2 FT FILTER SAND PHASE 1 STARTER EMBANKMENT ELEV. 885 FT.
PERIMETER ROAD
885 FT.
— — — / PERIMETER ROAD- ELEV. VARIES ROCK FILL
— — — — — - 01 VARIES2.5
1 1.5 11 V11
--
/ 2FT FILTER SAND
FOUNDATION OVER
20 FT.AVERAGE DEPTH TARGETED (ONLY IN SOUTHWEST CORNER AS ///\\%/\\%/\\ir 4 01 SEEPAGE INTERCEPTION DRAIN //////\//�//�//�//\//\//\//\//\//\// /
SAPROLITE REMOVAL INDICATION ON DRAWING) //\\j/\\j/\\/'\% 500
\\ /\\/\\/\\/ EXISTING GROUND
9 FT.AVERAGE DEPTH UNSUITABLE
RESIDUAL SOILS AND OVERBURDEN' PERIMETER ROAD TYP. SECTION
TYPICAL TSF EMBANKMENT CONFIGURATION
SCALE: 1" =30'
PHASE 1 STARTER EMBANKMENT EL.=885.00' GENERAL FILL COMPACTED 2.5
-- TO 90% MAXIMUM DRY
DENSITY AT±2% OF rL 1 CONCURRENT RECLAMATION
FILTER SAND BETWEEN OPTIMUM MOISTURE(PER FT.
ROCKFILL AND TAILINGS (PER ASTM D1557) EMBANKMENT
ROCK FILL
BEEHIVE DROP INLET
2FT. MIN. OR INVERT OF CULVERT
12"SOLID HDPE SDR17 RISER 18"fd RCP CULVERT
TO BE EXTENDED EACH PHASE �i��/jV�// //V�//. - — ELEV. =880' INLET IE= 876'
IxA�//
SUMP DRAIN 6 /VAVA � FILTER SAND I SEDIMENT BASIN
/jam// (REFER TO DETAIL 11)
� DRAIN ROCK �j�// /�AA� 2
— _____� i
20 FT. I 0 T. •5 2F����� I � '-EXISTING GROUND
18"0 PERFORATED CPEP \// /\�
ELEV. = 865'
RIPRAPDSo=16,.
- - - ---F - - -- - - -- - - -- — �\\j \�j ////////�//�T/�\�`' ,
/ / \ \ \ \ \ SEEPAGE INTERCEPTION DRAIN
8 OZ/SY GEOTEXTILE
\ OVERBURDEN \\ \\/
1 p p V/// V jV//�A //��//��///\�//A/i. SAPROLITE 1 FT.
,��, vv v/ EXISTING GROUND BEEHIVE DROP INLET
-- -- ---�� 8. IF3 T.
5 FT ANCHOR TRENCH
8" PERFORATED HDPE SDR17 500 5 T.
EXISTING GROUND
T S F EMBANKMENT SECTION @ SUMP SEEPAGE INTERCEPTION DRAIN �L
5 SCALE: 1"= 10' 4 SCALE: 1"=4' 7.— --— --—— — — —'—— —�
-; — — —
±1 FT. REMOVE TOPSOIL/ORGANICS AND UNSUITABLE SOILS-*-
20 FT.
-— .. —
.•. I FILTER SAND
VARIES 1
1 FT. VARIES
12" SOLID HDPE SDR17 RISER 9 F UNSUITABLE MATERIAL — -
T.OF
(OVERBURDEN AND RESIDUAL SOILS)
8" PERFORATED 20 FT.
HDPE S D R 17
FILTER SAND i 3.0 FT.
1 FT. OF PREPARED SUBGRADE
5 FT. 2
1 FT. //////////////////////////////////////////// 1 FT.
DRAIN ROCK
—— — — — — —— —
12" SOLID HDPE
— — — — — — — \\/\\/\\/\\�� \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\
//\//\//\//\`%j\`%j�//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//
SDR17 RISER / r 1 FT PREPARED SUBGRADE 12"f� PERFORATED CPEIPE
L20 FT. 5 T. IN, \ \\/\\/\\%\\/ \\//\\r/� ../i./ 10 FT.
5 FT. \�/� / /\�//\//\\ K
e �\/\�/� / ( PREPARED SUBGRADE (TYP.) BASE DRAIN COLLECTION HEADER
1.5 1.5 8 ANCHOR TRENCH 7 SCALE: 1"=2' 9
500
80mil HDPE GEOMEMBRANE
1 FT.
8 OZ/SY GEOTEXTILE CL
END CAP L51FT.] 1 FT. PREPARED SUBGRADE
8" PERFORATED HDPE SDR17
2 FT. 3 FT. i
PLAN 6 SUMP DRAIN SECTION COMPACTED-
BACKFILLL 80MIL HDPE TEXTURED LINER DRAIN ROCK 3 FT.
1 FT.
FILTER SAND
INFLOW STRUCTURE EMBANKMENT �//\//\//\ \//\ i//\//\//\//\//\//\//\//\ 1.5 1.5
1 FT. FREEBOARD AT ALL TIMES 2.5 1
BAFFLES I \/ \\\\ \\\\\\\\\\\\\\\\\\\\\\\��j\��j\��j\\j\`j\ 0 2FT. o 1
4 - 3 FT.
EMERGENCY
D E WATE R I N G ZONE — — — — — — — — — — — — — — — — — — — SPILLWAY
FILTER FABRIC AND 6" MIN. ELEVATION OF EMERGENCY \/r\\j\\j\\j\\j\\j\\j\\j\\j\�j� \>\\
RIPRAP D50=16" SPILLWAY ABOVE BAFLES
SEDIMENT STORAGE ZONE ANCHOR TRENCH (TYP.) BASE DRAIN LATERAL
SEDIMENT BASIN (TYP.) $ 1 Q
11 SCALE: 1"=2' SCALE: 1"=4'
SCALE: 1"=20'
REVISIONS DESIGN:JS/RBB REVIEWED: RBB PREPARED BY: DRAWING TITLE: ISSUE:
REV. DESCRIPTION DATE DRAWN: APPROVED: RBB JS/ML/NM PRELIMINARY
consultirn DATE:
A ISSUED FOR PRE FEASIBILITY 04.19.2024 COORDINATE SYSTEM: TSF DETAILS
B RE-ISSUED FOR PERMITTING 06.10.2024 06.10.2024
NC STATE PLANE NAD83 FT PREPARED FOR: SRK PROJECT NO.: REVISION:
PROJECT: USPR000576 B
KINGS MOUNTAIN MINE PRELIMINARY ARCHDALE DRAWING NO.
IF THE ABOVE BAR
.�'1� A L B E MA R L E Operated by: TAILINGS STORAGE FACILITY DESIGN DOES NOT MEASURE 1 INCH, Albemarle-Lithium 500KINGS MOUNTAIN MINE PROJECT
FILE NAME: USPR000576-500-DETAILS.dwg THE DRAWING SCALE IS ALTERED
C:\Users\jsames\SRK Consulting\NA USPR000576 Albemarle Corporation Kings Mountain 2022 Pre Feasibility Study-Internal\0800_TSF\040_Drafting\Task-310_Cactus_Design_2.0\USPR000576-500-DETAILS.dwg