NC0006033_Wasteload Allocation_19750905

_l
/ "`-'000ao ✓ 3 DATE:
DATE RECEIVED:
DATE ALLOCATION NEEDED:
MENO TO: Mike McGhee D y A � t�
FROM: J/-f &_ A19'e'.13 -Jor a / L�7ti1yY�
SUBJECT: Effluent limits for Permit Review
DISCHARGE IDENTITY-:L�vfC„u< I� ! _t jJurW)C � eA-1h.I-xraN
COUNTY �AS7an1
SUB -BASIN 03-08-3L
RECEIVING STREAM-: ;Q2u7N ~/C e�r,&X?,U1Y 10,471t. CLASS:
7/10 MINIMUM FLOW: > / ?3 SLOPE: feet/mile
a
LOCATION OF DISCHARGE: 00 I - 6,o ,rH Fo,ZK cAly,�ore del ✓L-yC. -
DESIGN CAPACITY:
P.EM ARKS•
Parameter
UOD
B005
TKN
TSS
Coiiform (Fecal)
PH
Temperature
I o.
4214 ,>.1,
EFFLUENT LIMITS
Limits
10 4-1
24)
�yu

&ARL. TO LORD (60M647DA� rhILGS�
Jam,_ fig:;

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "C" ANALYSIS
Source of Pollution: 6UkL W'IFDAJ LA/DUSTRIn .S - K1' &, LOKD
N �
Areawide (208) Planning Area: y, - pn.tT PN
Facilities (201) Planning Area:
Cr (au)
9�
PLAAIT (C9t3mE21,0,J rw7GLZ)
tiBR /Z1LJER.-
A. RECEIVING STREAM: SDUTA F2 DK• cATH
p p-r Classification _ R -IT
U1 7/10 Flow (cfs) IZo
Min. Daily Avg. D.O. (mg/I) _ S,,O
0.46
6-9
B. DESI6N TEMPERATURE CRITERIA
Water Surface Slope (ft/mi)
Elev. @ Discharge Pt. (ft)
Drainage Area (mil) 633
7/10 Yield (cfsm) - 0.i8 7
C. REQUIRED EFFLUENT LIMITS:
Design Flow (MGD)
6 •D
B005 (mg/1)
_
— J �
•3
NH3-N (mg/1)
r.5?
-�
D.O. (mg/1)
Total Suspended Solids (mg/1)_
277, 41
Fecal Coliform (h/I00 ml)
_ -�-
�o a o
pH (S.U.)
D. Corer s:
s p'T
4!�oD
_
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAC E SECOND UPDATE THIRD UPDATE
r_q_» ITvrl I I I CT636
t
(Ul/Elz,

E. ASSIMILATIVE CAPACITY DATA:
MODEL
PARAMETER
VERIFICATION
ALLOCATION
Qw (MGD)
7,7
(0,0
Cw (mg/1)
313
27•S
NW (mg/1)
20 . 2S
UP
DOp (mg/1)
1.*7
O .O
Os (mg/1)
3$0
120
Cs (mg/1)
2.381
3.3S
Ns (mg/1)
3.43E
3.s6
DOs (mg/1)
9.or
6.S6
Or (mg/1)
0.0
0.0
Cr (mg/1)
0.0
0 •O _
Nr (mg/1)
0.0
0.0
DOr (mg/1)
0. D
0.0
Kl (base e)
013
0.5,
Kc (base e)
D.3
o,S
Kn (base e)
0.1
b,17
Knr (base e)
011
0 ,/7
V (fps)
0.47
0.3
DOsat (mg/1)
/0.
B •¢
N (per mile)
/0.0
If
Kp (base e)
1.43
Temp. (OC)
25-
F. COMMENTS:

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "C" ANALYSIS
Source of Pollution: Burlington Industries-W.G. Lord Plant (Cramerton Mills)
Areawide (208) Planning Area: Non -Designated
Facilities (201) Planning Area: Gaston County
A. RECEIVING STREAM: South Fork Catawba River
Classification
A -II
7/10 Flow (cfs) '
120
Min. Daily Avg. D.O.(mg/1)
5.0
B. DESIGN TEMPERATURE CRITERIA:
Water Surface Slope (ft/mi)
5.4
Elev. @ Discharge Pt. (ft)
600
Drainage Area (mil)
633
7/10 Yield (cfsm)
0.189
C. REQUIRED EFFLUENT LIMITS:
Design Flow (MGD)
6.0
BOD5 (mg/1)
8.3
NH3-N (mg/1)
_
D.O. (mg/1)
_
Total Suspended Solids (mg/1)
22.4
Fecal Coliform (#/100 ml)
1000
pH (S.U.)
Chromium (mg/1)
0.126
Phenols (mg/l)
0.14
COD
BPT
D. COMMENTS:
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
ORIGINAL FIRST UPDATE I PAGE I SECOND UPDATE I THIRD UPDATE