NC0022934_Wasteload Allocation_19760217

it) Cafl2zg3y
DATE: 2/l 7/74 Of frt
FACILITY:
Name
TECHNICAL SERVICES
Permit Review - Evaluation Procedure
Individual in Charge
LOCATION:
Town am' 7tr''7 DEM Region
0
County Sub -Basin G7-6 3S
MCPR
RECEIVING STREAM: Name S. Class '4 — 37_
7/10 Flow /0 4 Ctg Slope
PERMIT:
State
NPDES
Certification
Application
COMMENTS:
cc: A. F. McRorie
L. P. Benton
C. L. Woody
Number
Issued Expires

EFFLUENT LIMITS:
Limit Based On -
Secondary
BPCTCA
Water Quality
M&0
Limit Specified As -
Basin NPDES State
Plan Permit Permit
Basin NPDES State
Plan Permit Permit
BOD5 mg/1 3o -3c�
TSS mg/1 30 3o
Coliform (Fecal)/100 ml 260 26-D
pH °1
Temperature of
Flow mgd 0.0°53 O.0053
TKN mg/1
0.0. m4/1
Schedule of Compliance:
Preliminary or 201
Construction Drawings
Start Construction
Complete Construction
Operational level
Basin NPDES State
Plan Permit Permit

MEMORANDUM
TO: • Mike McGhee
Technical Services Branch
FROM: I Cob . rjp 0
SUBJECT: Effluent Limits for NPDES Permit
DISCHARGER: S (A.,. o ` n
COUNTY:
DATE: a - S—
DATE ALLOCATION NEEDED:
P(‘Or\mot 4S
SUB -BASIN: •) 3- QTs - 3s
RECEIVING STREAM: c-c,--\-e,.)\no, 2 ,\eT-
7Q10 FLOW: l o C
LOCATION OF DISCHARGE:
Co ut o L, Ihi_
DESIGN CAPACITY:
S OOO — 10 000 GPO
MAXIMUM MONTHLY MEAN EFFLUENT LIMITS:
PARAMETER
UOD
BOD5
TKN
TSS
FEC.+kL COLIFORM
PH
TEMPERATURE
D.O.
REMARKS:
LIMITS
I/o
30
30
7/4 /offy�

•
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: Sox.IOCO 'PRoauC.TS c.owtPA►Jy
Areawide (208) Planning Area:'-°I.",:r'"
Facilities (201) Planning Area: A, I- .mot O
rn
E
0
r
ti
W
500
400
300
200
100
90
60
70I.
60
50
40
30
20
toe
r
0,0
0,01 O,oZ
Design Flow [mud]
0,03
A. RECEIVING STREAM SoL4TH
Classification:
7/10 Flow (cfs)
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
Design Temperature 0C)
Groundwater Runoff cfs/mi)
Deoxygenation Rate K1 Base e)
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BODu (mg/1)
D.O. (mg/1)
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
BOD, (mg/1)
Ammonia Nitrogen (mg/1)
Dissolved Oxygen (mg/1)
Total Suspended Solids (mg/1)
Fecal Coliform (#/100 ml)
pH (S.U.)
D. COMMENTS
DOsat
FORK cATAWBf} "Aiv
/02.0 (c 11 L)
O. 7 8'
3.03
�700
7 Co
0- 251.
2
7,65
•D I
30
3o
6-g
inq/ l
mn/1
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL
FIRST UPDATE
12-6-»
PAGE
cia 3$"
SECOND UPDATE
THIRD UPDATE

DAT E :
DATE RECEIVED:
DATE ALLOCATION NEEDED:
MEMO TO: FROM: //'!_
10
SUFJECT: Effluent limits for Permit RavioW
Mike McGee
DISCHARGE IDENTITY: „2-45-).wl.,0"
COUNTY:
SUB -BASIN: © 3 — o B' 3 J
RECEIVING STREAM: L.4 , a ied,...;,,-,. CLASS:
7/10 MINIMUM FLU: SLOPE: 'feet/mile
LOCATION OF DISCHARGE: 01.1 5 / S'4 2 0 4 74- 3 2 !-.,..R.c�L
DESIGN CAPACITY: „Si mta 0 -- 9 5'
EFFLUENT LIMITS
Parameter Lini is
#fir
_'SS
-SSe4I'Al Fecal )
PH
Temperature
RE�'r KS:
AIL
Kb1

DATE: /012.0i
DATE RECEIVED:
DATE ALLOCATION NEEDED:
MEMO TO: Alan Klimek G
FROM: 'Russt lilf o r a
SUBJECT: Effluent limits for Permit Review
DISCHARGE IDENTITY: SQf,Oc,o `Pr04wcit5
COUNTY: 6RSIoN1
SUB -BASIN: D3-or -35
RECEIVING STREAM: S. F. G}0„01),, 1Z0;«
7/10 MINIMUM FLOW: to '1 6,11
LOCATION OF DISCHARGE:
�1
l�uM O = 2• D
CLASS: 4
SLOPE: 7,3 feet/mile
DESIGN CAPACITY: Ste op — o, o0 0 if
EFFLUENT LIMITS
Parameter
UOD
BOD5
TKN
TSS
Coliform (Fecal)
pH
Temperature
Do
REMARKS:
5-�oitn-
/021��'%
3o
ZDo
c.-q G—'I

•
FACILITY:
DATE:
Qw = .00r oi 0
Cw =
DO =
Qs =
5,0 Co)
D
WA*
I.IIIj;ij5Il
.S8
Ki = 1.51 f.35 + 11 I
Cs = —1(1 = • (9
DOs 1
QR=
CR = =(.96) (si
DOR 7
Ki = 0,
K2 = 4 .c>6
DOSAT = qtg
N =2
K2 = . 96 )_Lsg, 3 /Lai
K2 12 (0
A = 5-2 109 cis
B = 0