Figure 41 Phase 1 Construction Stormwater Plan

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
TCF LEGEND:
(TYP.) S. BATTLEGROUND AVE.
PERIMETER RIP-RAP � i� -�- PROPOSED TOE OF FILL SLOPE A
CHANNEL (TYP.) �% i� � ��� _
PROPOSED TOP OF CUT SLOPE
FLOW PATH
POND OUTLET PIPE
PHASE 3B � 11111017DISCHARGE TO — DEVELOPMENT PHASE BOUNDAR
EXISTING GROUND
' LIMITS OF DISTURBANCE
\ \\ OVERBURDEN �\ \ POND OUTLET PIPE (LOD)
\
STOCKPILE ��A DISCHARGE TO
FACILITY EXISTING CULVERT PHASE-3A ��
(OSF-1) �\ \� - _ (AREA=63 AC.) i GROWTH MEDIA ----
J I I111 STOCKPILE ROCK CONSTRUCTION
1 ENTRANCE & EXIT
SEDIMENT (PRACTICE 6.06)
10 POND 3A
t�l i i i RECB EROSION CONTROL
BLANKET (PRACTICE 6.17)
SUPER SILT FENCE/COMPOST
TCF ,��� - ®� , /� \ - SEDIMENT FILTER SOCK (CFS)
(TYP.) i� PROPOSED 18 \ PROPOSED 18" / I_ �' POND 3B (PRACTICE 6.66.6.62)
CULVERT, - � f' CULVERT
OSF SEDIMENT 1 CFS/ POND OUTLET PIPE
SEDIMENT BASIN WITH SKIMMER
POND 1 (TYP.) �i� _� \\ DISCHARGE TO (PRACTICE 6.61)
i ---_ r^ l \ EXISTING GROUND
NOTE: STORMWATER ENTERING THE _________
\\ RIPRAP LINED CHANNEL
PROPOSED 18" OPEN PIT IS DISCHARGED VIA (PRACTICE 6.21)
CULVERT PUMPS AS PER NPDES PERMIT
I OUTLET PROTECTION LEVEL
lil PERIMETER RIP-RAP ��
OVERBURDEN � SPREADER (PRACTICE 6.4)
STOCKPILE I CHANNEL TYP.
✓�i ( 1� FACILITY (OSF-2) I
--------- DIVERSION BERM
1 / SOUTH / \ -
1 / CREEK CFS
S ) DRAINAGE AREA
f �p PIT PUMP AND PIPING E
CONTRIBUTING TO
it CULVERT 24-INCH CULVERT TEMPORARY CONSTRUCTION
DISCHARGE (5.7 ACRES) FENCE (TCF)
it / it RS� / ,.' i/ �i � \\�� \®\\��
0 CULVERT DRAIN
�, I I PERMANENT OUTFALL
RSF-A i ! i ���A �. I INSTALL 24" -
STORMWATER �� li .����� I I CULVERT
SRK ROAD
V COLLECTION / I TEMPORARY OUTFALL
CHANNEL �\ �� DITCH
vv v SOUTH CREEK / i i/i i RSF-X —
\ //� -TORMWATER \ ���
\ \� OLLECTION V11i/ . %�� C SEDIMENT -
v � �_- � POND
DITCH
TIN MINE ROAD �� ` ��� // \ �� �1 ` % G
RSF-X POND OUTLET PIPE
`� II DISCHARGE TO ;
KINGS CREEK
EXISTING STORM
DRAINAGE FEATURE
CFS n
J �� (TYP.)
CENTER H
SEDIMENT POND WRC-61 � / l� / O/
/PROPOSED 24 � --- �=--- -- RC I -- - :.CB
------- RECB CULVERT \ � �_ �� --- _� �� _ — ------ -----____________—
----
_ I I SEDIMENT
II SOUTH CREEK PHASE 1A I POND Al �� SEDIMENT ���
SEDIMENT RESERVOIR ap I POND A5 �\ HOLIDAY INN DRIVE I
PERIMETER RIP-RAP �� — ,� POND w I SEDIMENT
__/ I PHASE-1 C
CHANNEL (TYP.) ��-'�-___ --� � --—
WRC-51 POND OUTLET PIPE DISCHARGE SEDIMENT POND A2 -099- - PHASE-113 f (AREA=21 AC.)
1 �■ ------------- AREA=27.5 AC.) SEDIMENT
OSF SEDIMENT TO SOUTH CREEK � POND A3 ( I
POND A4
— �t
OVERBURDEN STOCKPILE I ---:--w,; ------ -
POND 3 POND OUTLET PIPE DISCHARGE _ __ __ __ _ _�—
FACILITY OSF-3 TO SOUTH CREEK POND OUTLET PIPE POND-- 1 - RECB =_- - RECB _______
DISCHARGE TO
KINGS CREEK ��,P ) �-1 ��,P ) 1-85
- ------ -------I �--- _ _ _ _ _ _ K
_ _ _ _ --------
KINGS CREEK I ,j INDUSTRIAL DRIVE
I I I
_ — — PHASE-2A
I
POND OUTLET PIPE SEDIMENT PHASE-2B
(AREA=38.5 AC.)
DISCHARGE TO I POND 131 (AREA=13.4 AC.) \\\
� KINGS CREEK v �� I
SEDIMENT SEDIMENT I I L
/r'MISC. WASTE ��_ ` ��\ POND B2 POND B3 l
STORAGE
_- - - -� I
TOE OF _ _ ------------------------
POND OUTLET PIPE SLOPE —
DISCHARGE TO I - �� ` I -=----------------- - I
KINGS CREEK
KINGS CREEK
POND-CO2
M
OUTLET PIPE
POND OUTLET PIPE y� - -[:-DISCHARGE TO
WATER STORAGE I - - —
DISCHARGE TO J EXISTING GROUND
i EXISTING GROUND BASIN (WSB-1)
�%
I _
SEE ENLARGED DRAWING NUMBER
N
(H371132-5200-222-270-0002) FOR
CONSTRUCTION STORMWATER MANAGEMENT
L� ---- PLAN FOR DUKE'S SUBSTATION PAD /
GALILEE CHURCH--,,"","
ROAD
OVERALL SITE DRAINAGE PLAN
SCALE: 1"=400'-0" ""�YORK ROAD P
HATCH ___
-- ALBEMARLETM KINGS MOUNTAIN
DRAFTSPERSON E. MORENO NR 03 18 24 C 0 R P 0 R A T 1 0 N 348 HOLIDAY INN DRIVE
DESIGNER E. MORENO NR 03 1 8 24 KINGS MOUNTAIN, NC 28286
CHECKER S. ALUGUVELU AL,gjgv A,l,v,SVLAr^,� 2024-07-12 This drawing is the confidential property of Albemarle Corporation and is issued with the express understanding and agreement that it
DESIGN COORD. T. KAISER ai/--*V,T`' 2024-07-1 --- is not to be copied or reproduced,or used in any way detrimental to the interest of Albemarle Corporation and is to be returned on request.
ISSUED F 0 R PERMITTING RESP. ENG. S. ALUGuvELu � SY 024.07.1 ___ __= MINING AND CONCENTRATOR FACILITY
LEAD DISC. ENG. S. ALUGUVELLI Oyu ,S °"
___ MINE SELECT PHASE
ENG. MANAGER
NOTCONSTRUCTION F 0 R PRO,J. MANAGER K. YOUNG C ELM SRA TPK 07/11/24- 7- ISSUED FOR PERMITTING PHASE 1 CONSTRUCTION STORMWATER PLAN
C
ROLE NAME SIGNATURE DATE B ISSUED FOR PERMITTING ELM SRA TPK 04/03/24 JOB NO. DRAFTER: DRAWING NO. KM61-Cl-GA-00105 SHT. 1 of 1 REVISION R
INTERNAL&CLIENT REVIEW KM22040 E. MORENO
HATCH DRAWING NUMBER: H371132-4000-222-270-0003 A ELM SRA TPK 03/29/24--- SCALE- DATE C
REV# DESCRIPTION CADD CHK'D APPR'D DATE AS NOTED 03/18/24 FIGURE 41