HomeMy WebLinkAboutNC0003573_Line Drawing_20210921Chemours Company - Fayetteville Works
FORM 2C SECTION 2 : LINE DRAWING
WATER BALANCE (Revised 12-15.2020)
Flow Units: Gallons per Day
ATTACHMENT 8.1
NPDES PERMIT RENEWAL APPLICATION
Chemours Company - Fayetteville Works
NPDES Permit No. NC0003573
The overall flow basis was based on site flows from Dec 2017- May 2020. Chemours is proposing additional wastewater to the discharged to the wastewater treatment plant
and KurarayTrosifil® has changed its manufacturing operations from a wet process to a dry process which reduced cooling water river flows and wastewater flow
to the wastewater treatment plant. In addition DuPont plans to increase production with an increase in wastewater flow to the wastewater treatment plant.
In addition some small changes to other flow rates were made
17,679 951
4
Wa•, aaw•
ACT
RIVER WATER
COOLING mYM1
M1
each Prewa
16,396,516
Sediment
Removal
Aarmepharo 150,000 I
rs,000 1
L
SEDIMENT
BASINS
4---H 45,000 1«—+
400.124
STORM -
WATER
37 144
2i,xE0
1,283,435 1
FILTEREO WATER SYSTEM
NaOCI
Fame Water
.28
248 150 oeminerdked
Wale,
DEMINERALf2EO WATER
SYSTEM
Repen
SANITARY FACILITIES
ram,
me
pro•
11.00of
n73
POWER
+— AREA
BOILERS
(FUTURE,
Steam
Condensate
abide.
1 2175 1 1 116
V
'Need MOCMS .01 from the RO Una 'Noy 0e recycled 101 manufacturing , sent to the ...rotor treatment clam. c disposed of 4R.sile. Flow balance “kulatini assuming 10,000Epd disposed al b6•ite.
00 I
Cape Fear River
z9
aoo 81i
Amw.P,ere
1 36.000 1
MR
COMPRESSORS
C001R10
WATER
NPDES Permit No. NC003573
COWAN
I 371 60 I
ACTWATED
SLUDGE
WwTP
141
CHEMOURS
FLUOROPRODUCT
MANUFACTURING
PROCESSES
rid000dd
OtfSae
Pep.•al'
OMOM
r9IUT1
( (FUNK!)
•
61 20 J
KURARAY AMERICA
TROSIFOLMI POLYVINYL
BUTYRAL
MANUFACTURING
PROCESS
180 1
Non-Cwxt Cooling W.s
40
63
9 1 1 228'36 1
KURARAY AMERICA
SENTRYGLAe1
LAMINATE
MANUFACTURING
PROCESS
1 3
21600
IN
311,1591
DUPONT POLYVINYL
FLUORIDE RESIN
PROCESSES
1 136000 1
14870971
L44,21
0
S
111,041,600
OUTFALL
02
June 2021
Chemours Company - Fayetteville Works
Groundwater Treatment System
i
1
i
I
Groundwater
from Black
Creek Aquifer
& Surficial
Baseflow and
Surface Runoff
from Seeps A
&B
ATTACHMENT A.02
OUTFACE 004 FORM 2C SECTION 2 : LINE DRAWING
WATER BALANCE (06-10-2021)
Cape Fear River
950 gpm
269 gpm
Groundwater
Treatment
System (GWTS)
NOTES:
1) gpm = gallons per minute
2) All flow rates are estimated maximum daily discharges.
1,219 gpm1.2 �---r
11A 41,4,aj ou, 41D01
12,517 gpm
Outfall 002
June 2021