Appendix C.A - RSF-A & RSF-X DESIGN SHEETS

t.
� VIRGINIA �� Suffolk % Portsmouth
1 •.,- -� n
Bnstol �� �^Martinnsvllle \ Chesapeake Blregach
�Bristo Mount Airy. -Eden
`�*Danville Roanoke
�� r•, - P2 pids -
Elizabethton Elizabeth
Johnson City / Reidsville`�r--- Henderson r_ \ -y"
TErNNNESSEE � O , {r 7 /r
R LIMINARY
M't mow/ \ J/
Winson-
tSal /1 1J
� em Burlington _ Mebane
Durham �AlberearleSound
•Knoxville Lenoir Greenslb r Graham Rocky Mount r� {
/ �•:-Sevierville "� High Point •'
•"Maryville ��'•t Mort n ry StatesJille Thomasville% Arc ale
� � l {
Ralei h l} 1 f./ .r9 .Hicko "--- 5allsbur��xington Asheboro g •Wilson t, '
Asheville c•>Newton Greenville
-Athens _
{ Lincolnton o- Kinnapohs r(Concord� Sanford .NORTH 1�
Hendersonville `\Albemarle CAI OLINA Goldsboro -
s \ ); Gastonia
f r,/ �- Shelby Mount Holly � Kinston
ROC K STORAG FAC I LITY SIG N
•Belmont itiotte \( � � �
Yvn s \ Pamlico
Mo ntain Charlotte New Bern Sound
_ Fayetteville '
- � h� i Gre Gaffney % Monroe
ffJ ``GEORGIA- Easley Rpck HIII � Hvok
p �.a��� Beau di' Spartanburg \ � � T �
If
{C Clemson �~" j \ \ Y laurinburg \ Jacksonville
ol
'ti \ / Mauldin \ ` CARD INA s mberton +y,, r -
KINGS MOUNTAIN MINE PROJECT
onslow N
/ \ Wilmington Bay
v � North CLEVELAND COUNTY, NORTH CAROLINA
// \ `r• Myrtle—"h�
Conway Beac
Myrtle Beach
/ ?Long 0 25 50
/ \ Bay
// \ 1 inch=50 miles
1�
1292500 1295000 1297500 1300000 1302500
- _— - - N
c /S it lt, ay '
Bessemer City/O l i� GASTON �Past.
CLEVEAni
®
COUNTY .yl
Patterson
COUNTY
strins ,
r
r
_
.rtlliCD CD
�
G s to III CD rk CD
MountainCD
.tata Path O - _ _ , v O
Lf) LO
\ N / 0 400 800 1600
s i
\ / w FEET
NORTH CAROLINA
a
Km
- G rn \ SOU`\H CAF<OL IN � '� AW
\cgs WoIronal
ta / ..
Lary Park
CHEROKEE di
IiUPJ
couNTv Kings tbunl\itn 0 2.5 5 <\/ / MINE PIT
SLita Park YORKCOUNTY
♦ :�,� 1
\ lr 1 inch"=5 miles
- % /
�� 0-
o ,� �° U DRAWING LIST
�
oBs-2 � REV. DRAWING No. TITLE
B 100 LOCATION MAP AND DRAWING INDEX
r
t PRoc
O Ess B 200 EXISTING AND PROPOSED SITE FACILITIES
\ — /
- - O PLANTOWN `
\ *Do / // B 300 RSF-A FINAL CONFIGURATION GRADING PLAN AND SECTIONS
/ B 400 RSF-X PAG LINER SYSTEM GRADING PLAN AND SECTIONS
\ o oo RSF-X > / ,/ ED ' o B 500 ROCK STORAGE FACILITY DETAILS
\ O f
\ RSF-A J. -
WATER
/ STORAGE
BASIN#1
Ad1h 1 /
41
\ l OBS-3� / %
\ l �� �
\� G� LID
'
1292500 1295000 1297500 1300000 1302500
REVISIONS DESIGN:JS/RBB REVIEWED: RBB PREPARED BY: DRAWING TITLE: ISSUE:
REV. DESCRIPTION DATE DRAWN: APPROVED: RBB JS/ML/NM PRELIMINARY
consultir) r
DATE:
A ISSUED FOR PRE FEASIBILITY 04.19.2024 COORDINATE SYSTEM: LOCATION MAP AND DRAWING INDEX
B RE-ISSUED FOR PERMITTING 06.21.2024 06.21.2024
NC STATE PLANE NAD83 FT PREPARED FOR: SRK PROJECT NO.: REVISION:PROJECT: USPR0005576 B
KINGS MOUNTAIN MINE PRELIMINARY DRAWING NO.
.�' A L B E MA R L E operated by: ROCK 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-600_RSF-A_RSF-X_Haul-Rds\USPR000576-100-CVR01.dwg

N N PERIMETER
POND 71
LAYDOWN
® AREA
PERIMETER
PROPERTY LINE POND 72 PROPERTY LINE
0 300 600 1200 / / 0 300 600 1200
GROWTH MEDIA
FEET FEET STORAGE TEMP PERIM. /
rr L POND 73
AYDOWN rr
�/ � / ♦ qi AREA Hqi
� Q r TRUCK
MAINTENANCE SHOP
WAREHOUSE �O��P MINE PIT
EXISTING � i
.� OPEN PIT r p r
PROPOSED44kV
POWERLINE
°qo q Opp =
O-� O a r
ROM PAD
-
r, \ ♦ _
° READY LINE -
s
i
ADMIN BUILDING .' o �� \ ADMIN BUILDING" °n
HAUL ROAD
SNOM
OUTH CREEK d / EXISTING o f ® �o ° SOUTH CREEK
PROCESS 7
FACILITYCo r '
j oyf o� ,,,, :°
�` / r ♦° �` RAIL LOADOUCENTRATT OSF-2 SED POND 1 ♦ STOCKPILE
a 1 POND ,r•� - rr � -' ,' j ` � SOUTH CREEK �� ) � o D ♦
OSF-1 HAUL ROAD ` -
< N�
o / / ♦ \ CULVERT
r � / ♦ ;- I � RA� \ RLI RUSHING OAD'-=- C �P�O� �.0,RAILROAD /, „ a ° FACILITIES _
KING'S CREEK d � _ KING'S CREEK � �� �G�����
G�
._ � � � � o _ _ � _ ` - r , � � GOP�•
® � OF0-1 WATER
MANAGEMENT ♦ a
POND
SOUTH CREEK, IP AJO /�
MR GAS MAIN r,
d KING CREEK .
BOX CULVERT / PROPOSED ROC
j �� _ �� �.
EXISTING TSF 4 � �` _ � �� K ,
,� HIGH VOLTAGE
a TRANSMISSION �" � � -. _ ♦ FILL CHECKDAM'�
' rt
V
1
• ♦¢'� ��" TOWER _ ♦ � �
f
STOR GE
° ♦ �� RSF-A� ♦ ��� �% BA SI #1
SOUTH CREEK RESERVOIR ;fO� �� SOUTH CREEK RESERVOIR
MILL TAILINGS TSF CREST EMBANKMENT ROAD - ♦ ��
i - o ♦ \ _ �o WATER STORAGE'
U 1 EXECUTIVE
lolo-♦ �\��� CLUB LAKE ♦ �I BASIN 1 OUTLINE
�� _ � .�rig i��..✓ �� .♦ / ;' t �s ` ..,1�' 1,.r�".I'
o EXISTING 230kV LAYDOWN EXISTING 230kV
WRC POND 51 -
♦ ♦ POWERLINE ALIGNMENT ' YARD POWERLINE ALIGNMENT
EXECUTIVE „ a A �� i ����
� SANITARY SEWER � o� °_', � . � � ♦ ♦
LEGEND
• � PROPOSED NEW
• „° �, i �UNDERGROUND MAIN , <, - CLUB LAKE I � f -�;;
(TO BE RELOCATED) a ! �? �� EMBANKMENT a A EMBANKMENT FC SB-1
°� D • • PROPERTY LINE - / ;' MANAGEMENTWATERp
EXISTING INFRASTRUCTURE WRC POND61 ♦� POND
SANITARY SEWER LIFT � , � r � —o,E—oE—N OVERHEAD ELECTRIC � D
STATIO � ♦ ,� , � �
��' i r♦ i ♦ UNDERGROUND ELECTRIC ` OSF-3 r♦
t r EXISTING FENCELINE r
EXISTING GAS LINE ♦ / ELECTRICAL
SUBSTATION
EXISTING SEWER LINE
/ / °� I • EXISTING SEWER MANHOLE j
OVERHEAD ELECTRIC (TYP.) l /r DIRT ROAD r
PAVED ROAD
l '
RAILWAY �
WETLAND AREAS
EXISTING FACILITIES SITE PLAN PROPOSED FACILITY BOUNDARY PROPOSED FACILITIES SITE PLAN
(SCALE: 1"=600') �528p� EXISTING GROUND CONTOURS (SCALE: 1"=600')
(MAJOR/MINOR)25 FOOT INTERVAL
REVISIONS DESIGN:JS/RBB REVIEWED: RBB PREPARED BY: DRAWING TITLE: ISSUE:
REV. DESCRIPTION DATE DRAWN:JS/ML/NM APPROVED: RBB PRELIMINARY
-
A consulting A ISSUED FOR PRE FEASIBILITY 04.19.2024 COORDINATE SYSTEM: � EXISTING AND PROPOSED SITE FACILITIES DATE:
B RE-ISSUED FOR PERMITTING 06.21.2024 06.21.2024
INC STATE PLANE NAD83 FT PREPARED FOR: SRK PROJECT NO.: REVISION:
PROJECT: USPR000576 B
J� KINGS MOUNTAIN MINE PRELIMINARY DRAWING NO.
ALBEMARLE
IF THE ABOVE BAR operated by: ROCK STORAGE FACILITY DESIGN
DOES NOT MEASURE 1 INCH, Albemarle-Lithium 200
THE DRAWING SCALE IS ALTERED KINGS MOUNTAIN MINE PROJECT
FILE NAME: USPR000576-200-SITEMAP.dwg
C:\Users\jsames\SRK Consulting\NA USPR000576 Albemarle Corporation Kings Mountain 2022 Pre Feasibility Study-Internal\0800_TSF\040_Drafting\Task-600_RSF-A_RSF-X_Haul-Rds\USPR000576-200-SITEMAP.dwg

g25 � g25
oyo
�'t� � iD o 5� ♦ \ 1 �� � 5� ♦ 1
a / soo � • � soo
RSF-X(PAG)
�� • RSF-X
LINER SYSTEM , FINAL CONFIG.
�\ (REFER TO DRAWING 400)
- Sapp
CONTACT WATER DITCH >�Avi 110
PERIMETER ROAD --- g25
pV
W ♦ PERT ETER ROAD \
�CONTACT WATER DITCH ♦ ° � RSF-A � I
FINAL 1
p0 xp� CONFIGURATION USX 11
5 6 Op
P P RSF A SEEPAGE COLLECTION SYSTEM 500 500 SEEPAGE COLLECTION SYSTEM P \
0
e
Q \.
N N - ------\ �
-
500 RSF A LINED COLLECTION SUMP I 1
DIVERSION CHANNEL
/ o4b
I
I �� ��, DIVERSION DISCHARGE
� Xp _- SOUTH CREEK j `Sxp
0 150 300 600 ° Y p / 0 150 300 600 ° Y p CONTACT WATER POND
FEET CONTACT WATER TRANSFER POND
• � RSF-A SEEPAGE COLLECTION SYSTEM FEET • \ FINAL RSF-A CONFIGURATION
� � �
/ (SCALE: 1"=300') / (SCALE: 1"= 300')
o 1250 1250
4 \
l s's 1200 ELEV. = 1200 GL 1200
g25
g2y 1150 2.5 1 1150
1100 RSF-A -1100
0° 2 0 ZO 1050 ELE . = 1004' PERIMETER ROAD 1050
50 ♦ 1 Q 1000 _ _ — — — — 1000
— — COMINGLE EXISTING SAND&WASTE ROC
J 950 950
w — — — — — — — — - - - - - - — -
900 — -900
RSF-X PERIMETER ROAD _
a LINER SYSTEM 850 EXISTING GROUND -850
P �S\ (REFER TO DRAWING 400)
• W ♦ `� S4\ 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 22+87
Xpp STATION (FT.)
♦ CONTACT WATER DITCH SECTION A-A'
PERIMETERD LI
(SCALE: 1"=200')
� ,
\ , pXpp \ \
1250 1250
EL: 1004.00' \ 1200 RSF-A FINAL CONFIGURATION ELEV. = 1200' :-1200
1150 1150
/CONTACT WATER DITCH \ °° PERIMETER ROAD / 1100 2.5 RSF-A 1100
1sX � 1050 1050
pp \ z 1000 ELEV = 1004' 1000
• l O ♦ COMINGLED EXISTING \ h I \ \� 950 — — — — — — — — — — — — — _ CO INGL ASTEREXISTING P 950
P SAND & WASTE ROCK \ 500 SEEPAGE COLLECTION SYSTEM w — — — — — — — — 2
900 � � 900
850 PER IMETER ROAD — — — — — — — — — — — — — — — — 850
EXISTING GROUND
800 800
CONTACT WATER POND
RSF-A LINED COLLECTION SUMP -
�p0
DIVERSION CHANNEL g5 �I 500 ; 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 27+89
g5�gz5 ti� STATION (FT.)
I 2s DIVERSION DISCHARGE TO�° SECTION B B
j i y Xpp SOUTH CREEK (SCALE: 1"=200')
0 150 300 600
/ EXISTING TAILINGS AND WASTE
FEET ��\'� / ROCK EXCAVATED FROM RSF-X NOTE:
CONTACT WATER TRANSFER POND / (SCALE: 1"=300') 1. ROCK STORAGE FACILITY "FINAL CONFIGURATION" SHOWN HERE IS PRELIMINARY TO BE CONFIRMED LATER
LEGEND
REVISIONS DESIGN:JS/RBB REVIEWED: RBB PREPARED BY: DRAWING TITLE: ISSUE:
• • PROPERTY LINE EXISTING SEWER MANHOLE PRELIMINARY
REV. DESCRIPTION DATE DRAWN: APPROVED: RBB coo n s u l t i n
EXISTING INFRASTRUCTURE — DIRT ROAD A ISSUED FOR PRE FEASIBILITY 04.19.2024 COORDINATE SYSTEM:JS/ML/NM g RSF-A FINAL CONFIGURATION DATE:
OVERHEAD ELECTRIC — PAVED ROAD B RE-ISSUED FOR PERMITTING 06.21.2024 GRADING PLAN AND SECTIONS 06.21.2024
UNDERGROUND ELECTRIC RAILWAY
NC STATE PLANE NAD83 FT PREPARED FOR: SRK PROJECT NO.: REVISION:
}}}}}}-���
PROJECT: USPR000576 B
EXISTING FENCELINE WETLAND AREAS KINGS MOUNTAIN MINE PRELIMINARY DRAWING NO.
—�—« EXISTING GAS LINE PROPOSED FACILITY BOUNDARY IF THE ABOVE BAR .�`'l°A A L B E MA R L E Operated by: ROCK STORAGE FACILITY DESIGN
Albemarle-Lithium 300
KINGS MOUNTAIN MINE PROJECT
— — — — — EXISTING SEWER LINE �5280� EXISTING GROUND CONTOURS DOES NOT MEASURE 1 INCH,(MAJOR/MINOR)25 FOOT INTERVAL FILE NAME: USPR000576-300-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-600_RSF-A_RSF-X_Haul-Rds\USPR000576-300-GRD01.dwg

i
SOUTH CREEK U 1
SOUTH CREEK
TRANSFER POND
ROPO
rr ��
_ S r
r
°p a
PHASE 1 TEMPORARY
STORMWATER DIVERSION BERM
�\ gyp^ AND CHANNEL e
l °° PERIMETER ROAD
g25
RSF-X \
LINER SYSTEM ° KING'S CREEK
1200 1200
PHASE 2 -
1150 1150
CONTACT WATER DITCH �� RSF-X FINAL CONFIGURATION ELEV. 1110'
\ S _ 1100 1100
� � • � � ' � 1050-- 1050
♦ I 1PERIMETER ROAD
z
1 g°° RSF-X / �� O 1000 RSFX(PAG) 1000
LINER SYSTEM Q��Q- Q 950 TRANSFER POND - 950
— �
PHASE 1 ✓ pX0 J'���Q� PROPERTY BOUNDARY w 900 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 900
p / /l w -
850 � 850
RSF-X SUBGRADE AND LINER SYSTEM
o �, 800 EXISTING GROUND 800
o lb PHASE 1 TEMPORARY
S `s 2SX SEDIMENT RETENTION BASIN 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+0024+69
RSF-A �� p �� p0 I STATION (FT.)
(REFER TO SEEPAGE COLLECTION SYSTEM 50
DRAWING 300)
N I
$50 0
SECTION C-Cl
(SCALE: 1"=200')
SEEPAGE COLLECTION DRAIN SEEPAGE COLLECTION TRENCH s /
TO CONTACT WATERPOND PROPERTY BOUNDARY
I CONTACT WATER
q TRANSFER POND •
MEN
fa \
RSF-X BASE LINER SURFACE
(SCALE: 1"=300')
t �
O °
SOUTH CREEK SOUTH CREEK f
m
' TRANSFER POND
i
l5 HAU`RpAD �
r r
r
p ,
925 �J�
0
7
°"pp juo
� 1025
925 1050 \\ ° KING'S CREEK
1200 _ 1200
1075 1150- 1150
GLOBAL SLOP
ELEV. = 1110'
oo sXp 1100 1100
�4+EL: 1110.00' SOUTH CREEK
1050 TRA ER POND 1050
Z PERIMETER ROAD RSF-X(PAG)
1
goo O 1000 SOUTH CREEK 1000
950 — RESEOIR 950
PROPERTY BOUNDARY
- —ww 900 — — — — —
900
HAUL ROAD
Q- �Q- =
RSF-X (PAG) 850/ �JO �fJ _ RSF-X SUBGRADE AND LINER SYSTEM — — — — — 850
FINAL of �� 800_ soo
I a�5 CONFIGURATION
RSF
\� 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 27+65-A \�\ \�/� spp SX°° i/ i
STATION (FT.)
(REFER TO
DRAWING 300)
aho / o SECTION D-D'
(SCALE: 1"=200')
PROPERTY BOUNDARY
I U CONTACT WATER
15 \\' \ _/ TRANSFER POND
\ FINAL RSF-X CONFIGURATION
1 U
(SCALE: 1"=300')
LEGEND
REVISIONS DESIGN:JS/RBB REVIEWED: RBB PREPARED BY: DRAWING TITLE: ISSUE:
• • PROPERTY LINE EXISTING SEWER MANHOLE PRELIMINARY
REV. DESCRIPTION DATE DRAWN: APPROVED: RBB consultirrRSF-X PAG LINER SYSTEM DATE:
EXISTING INFRASTRUCTURE DIRT ROAD
A ISSUED FOR PRE FEASIBILITY 04.19.2024 JS/ML/NM COORDINATE SYSTEM:
OVERHEAD ELECTRIC PAVED ROAD B RE-ISSUED FOR PERMITTING 06.21.2024 GRADING PLAN AND SECTIONS 06.21.2024
UNDERGROUND ELECTRIC RAILWAY
NC STATE PLANE NAD83 FT PREPARED FOR: SRK PROJECT NO.: REVISION:
}}}}}}-���
PROJECT: USPR000576 B
EXISTING FENCELINE WETLAND AREAS KINGS MOUNTAIN MINE PRELIMINARY DRAWING NO.
—�—« EXISTING GAS LINE PROPOSED FACILITY BOUNDARY IF THE ABOVE BAR .�`'1°A A L B E MA R L E Operated by: ROCK STORAGE FACILITY DESIGN
Albemarle-Lithium /I
DOES NOT MEASURE 1 INCH, KINGS MOUNTAIN MINE PROJECT 4o0
— — — — — EXISTING SEWER LINE �g28p� EXISTING GROUND CONTOURS(MAJOR/MINOR)25 FOOT INTERVAL FILE NAME: USPR000576-400-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-600_RSF-A_RSF-X_Haul-Rds\USPR000576-400-GRD02.dwg

12"CPEP OVERLINER DRAINS(TYP.)
rL OVERDRAIN
2'THICK MIN. ------------ - -----_ DRAINAGE LAYER
----------- ------ PAG WASTEROCK (PAG WR LEACHATE)
\ o ° 80mil DOUBLE-SIDED TEXTURED HDPE
2� 14 FT. 2/°
RSF-A 1 = -_ -� -- = PRIMARY LINER
DIVERSION CHANNEL FINAL CONFIG. - - — -11=III= = PREPARED NATIVE
/ \ 80mil DOUBLE-SIDED TEXTURED
EXISTING GROUND -_-_ �p RSF-A SEEPAGE 4 FT. GROUND, MINIMUM 2%
1� — PREPARED- - - - - -- - - _ _ _ _ _ _ _
— _ _ - - - - - - - - - - - / DRAT
— —— 65'(TYP.) _-_-_-_-_-_ / NROCK (LEAK DETECTION)
12"CPEP PIPE
(TYP.)
DRAINROCK
2.5 L _ _ I OL S C ON _ (GROUNDWATER)
1 VARIES 3' I —
E �1p
4 �6� RSF-X SEEPAGE COLLECTION SYSTEM
E
SCALE: 1" = 8'
PREPARED SUBGRADE VARIES /i//////\//\//\//\//\//\//)//\/j\//\//\//\//\//\//�
(REFER TO DETAIL 11) /
EXISTING GROUND
;\ i\ DRAINAGE LAYER
(PAG WR LEACHATE) _-_-_-_-
PAG WASTEROCK 80mil DOUBLE-SIDED TEXTURED
-----__=
24"f21 SOLID HDPE CONVEYANCE PIPELINE � - - - -TO CONTACT WATER MANAGEMENT POND 2 FT. 2% HDPE PRIMARY LINER
RSF-A PERIMETER ROAD (CUT) (REFER TO DETAIL 8) — _ — — _ _ — 80mil DOUBLE SIDED
SCALE: 1"= 10' PREPARED NATIVE GROUND, — 1= TEXTURED SECONDARY LINER
O� 3 RSF-A LINED COLLECTION SUMP
MINIMUM 2%SLOPE TO
SCALE: 1"=60' COLLECTION SYSTEM RSF-X LINER SYSTEM
9 SCALE: 1"=8'
RSF-A
/ FINAL CONFIG.
---------------------_ _--_-- 80mil DOUBLE-SIDED TEXTURED
65'(TYP.)
- - 2 FT. 3 FT. HDPE PRIMARY LINER
_-= ------------------------ RSF-A _-
CONTACT WATER -----------------------_ .-_-----------------------------
DITCH --
80mil DOUBLE-SIDED TEXTURED
VARIES ______________________________ c� HDPE SECONDARY LINER
j 2.5 --------- - _ _ - - - GENERAL FILL
----------------- - -------- -1 1FT. FILTERSAND 4--_-_-_-_-
- - - - - - -__ _ _ _ _ __ _ _ _- - - - - (WHEEL-ROLLED WITH
------------- 1 \ -_-_-_- - O O O - ------
-- HEAVY EQUIPMENT)
PERIMETER ROAD /\\/j\ ® �® I DRAIN ROCK
-_- ROCK FILL \//\\//\\//\\//\\//\/ /////\\//\\//\\/• *ANCHOR TRENCH & LINER (TYP.)
SCALE: 1"=4'
10 FT. 12"0 PCPE COLLECTION PIPE (TYP.)
RSF-A SEEPAGE COLLECTION SYSTEM
T. GROWTH MEDIA
4
SCALE: 1"= 10' d
\�\\r<
EXISTING GROUND ° °
1 FT. FILTER SAND ° ° d d
DRAIN ROCK
c
RSF-A PERIMETER ROAD (FILL) _
° ±10 FT. UNSUITABLE SOILS ` e
SCALE: 1"= 10' — SUMP
e ° ° d d e4
12"0 PCEP BASE DRAIN
d °
(REFER TO DETAIL 4) e 4 d ° °
a 4 °
ANCHOR TRENCH EXISTING GROUND °
d e
(REFER TO DETAIL 9) 4 e°
a d
G 4
1 FT. OF PREPARED SUBGRADE
7 SECTION E-E (SCHEMATIC)
SCALE: 1" =20' PREPARED SUBGRADE (TYP.)
RSF-X SCALE: 1" =4'
-_ - FINAL CONFIG.
EXISTING GROUND -------------- - RFS-A
-
----------------- FINAL CONFIG.
- - - - - - - - - - - - - - -_-_-_-_-_-_-_-_-_-
- - - - - - - - - - - - - - - -- - - - - - - - - --
------------------------------- -_-_-_-_-_-_-_-_-_-_-_ DRAIN ROCK
---------------------------------- 30' MIN. (TYP.) ------------------------_
---------------------------------- RSF-X LINER SYSTEM
____________________________________ (REFER TO DETAILS) � \ -_-_-_-_-_-_-_-_-_-_-_-_-_-_-
\ -- -
2 FT. RSF-A PERIMETER ROAD
---------------------------------- ----- - 1 FILTERSAND-_- - - - - - - -
- - - - - - - - - - - ---_-_-_-_-_-_-_--------------- (REFER TO DETAIL 2)
O� SUMP ce / OUTLET TO CONTACT
O�v WATER TRANSFER POND
SUBGRADE
REFER TO DETAIL 11 \j/%/ �//\ /i�/�/ \;�\/\\�\\�\\��\��\ ��\N
80 MIL L TEXTURED D / / /% /
CONTACT WATER DITCH \ \ \ \ 2.5
24"O SOLID HDPE . \r\ \ \ \ \
EXISTING GROUND
HDPE LINER CONVEYANCE PIPELINE
RSF-X PERIMETER ROAD (TYP.)
SCALE: 1" = 10'
(��SCALE:
ECTION F-F' (SCHEMATIC)
1" = 10'
REVISIONS DESIGN:JS/RBB REVIEWED: RBB PREPARED BY: DRAWING TITLE: ISSUE:
REV. DESCRIPTION DATE JDS/ML/NM APPROVED:RBB srk consultintDATE:
PRELIMINARY
A ISSUED FOR PRE FEASIBILITY 04.19.2024 COORDINATE SYSTEM: t ROCK STORAGE FACILITY DETAILS
B RE-ISSUED FOR PERMITTING 06.21.2024 06.21.2024
NC STATE PLANE NAD83 FT PREPARED FOR: SRK PROJECT NO.: REVISION:
PROJECT: USPR000576 B
Jk ALBEMARLE KINGS MOUNTAIN MINE PRELIMINARY DRAWING NO.
IF THE ABOVE BAR
Operated by. ROCK STORAGE FACILITY DESIGN DOES NOT MEASURE 1 INCH, Albemarle-Lithium
KINGS MOUNTAIN MINE PROJECT 500
FILE NAME: USPR000576-600-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-600_RSF-A_RSF-X_Haul-Rds\USPR000576-600-DETAILS.dwg