HomeMy WebLinkAboutNCG021045_Stormwater Schematic19MAR2024 with Outfall Nos_20240815 ACCESS ROAD
OFFSITE AND G AND BATTLE
BATTLE ROUND ROAD
GROUND ROAD WATERSHEDS
WATERSHEDS 2.6 Qpm
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a I I Groundwater
F E j 144 gpm
Cf i i TSF SUMP
w J 24.1 gpm 9.3 gpm
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OFFSITE NC-PAD4 3.5 gpm 2.6 gpm Pond m
WATERSHEDS eleasePIP� OR
gpm PERIMETER SEDIMENT O �n
28gpm OFFSITE �
WATERSHEDS CONTROLPOND
2.6 gpm
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276 gpm
LEGEND
W Off-site Runon Water Stream
Pumped Flow V Open Water
Mw Non-Contact Perimeter Runoff Stream
W TSF Contact Water Stream O Upset Condition Overtopping Flow
---PIPI Water Transfer Pipeline O Monitored Flow Release
ARCHDALE Off-site Discharge
NC-PAD2 Non-contact Water Channel ID CREEK
Culvert
�\ NC-TSF1 Perimeter Non-Contact Water Channel ID
Contributing Watershed
REVISIONS DESIGN:DPH REVIEWED:JO PREPARED BY: DRAWING TITLE:
REV. DESCRIPTION DATE DRAWN:DPH APPROVED:JO KINGS MOUNTAIN MINING PROJECT
A ISSUED FOR CLIENT REVIEW 02/29/2024 COORDINATE SYSTEM: mow srk consulting ARCHDALE OPERATIONAL STORM WATER
B UPDATED FOR REVISED GRADING PLAN 03/21/2024 N/A PREPARED FOR: MANAGEMENT FLOWSHEET
KINGS MOUNTAIN DATE: REVISION: DRAWING NO.:
Jk ALBEMARLE MINING PROJECT 3/20/2024 0
IF THE ABOVE BAR Operated by: SRK PROJECT NO.: FIGURE X
DOES NOT MEASURE 1 INCH,
FILENAME:SRK Surface Water Flowsheet 20MAR2024.dwg THE DRAWING SCALE IS ALTERED Albemarle-Lithium USPR000576.800
C:\Users\dhoekstra\SRK Consulting\NA USPR000576 Albemarle Corporation Kings Mountain 2022 Pre Feasibility Study-Internal\0300_Hydrology\Wbal Flowsheet\SRK Surface Water Flowsheet 20MAR2024.dwg