NC0039594_wasteload allocation_19760205

FECAL COL I FORM
PH
TEMPERATURE
D.O.
REMARKS:
Aisc—
/ o u-
DATE: )— .
DATE ALLOCATION NEEDED:
MEMORANDUM
TO: Mike McGhee
Technical Services Branch
FROM: �oc r C.Able.., `SQ O
SUBJECT: Effluent Limits for NPDES Permit
DISCHARGER: %pcvn) d4 J'-44; cIeA we ,yf'
COUNTY: C A 41
SUB-BASIN: C9 j- p a' - 3
RECEIVING STREAM: /la ,,r/e Cr
7g10 FLOW: 3 - 9, .Y ( S
LOCATION OF DISCHARGE: Sce 7-;f- c/Pc( /1 p (/J, 4t )
DESIGN CAPACITY: («, ,3 3 Pi/ a o 4/
MAXIMUM MONTHLY MEAN EFFLUENT LIMITS:
PARAMETER LIMITS
UOD // D
BOD5
N3 -
TSS 30
G-y

s
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: TD u) N DF m i¢ I bEE 7 P
Areawide (208) Planning Area:
Facilities (201) Planning Area: 7
x=�
ZU
it a , 23)
1: 17 i(/o)142 )
v-\
ane 56"6'
(.3s.
1,
K2.: . ?7(i6)('31) —
I s(,75) 1.2
G3I Is
, 23) = 0, yt
5
4
2
00
DO
00 -__---
00..OEM
.-..
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=IIMINIIIIIMIMI
70
—____
60
40
BM
30
MIMI
-
20
10
0.0
0,c / 0,0t
Design Flow [mrd]
O,o3
PideN (xu 1 Ca-e'L
A. RECEIVING STREAM ►tit R I DC/' CR.EFI/
Classification: C
7/10 Flow (cfs)
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi) Ib
Stream Velocity (fps)
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
Design Temperature (0C) 251-
Groundwater Runoff (cfs/mi) /. A4z
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)
BOD5 (mg/1)
Ammonia Nitrogen mg/1
Dissolved Oxygen (mg/1
Total Suspended Solids (mg/1) 3 O
Fecal Coliform (#/100 ml)
pH (S.U.)
23
0o
22
D,2b�
2
7, 6.
0. o32s
D. COMMENTS
(u)(8at
G -9
mrl/1
//a ma/1
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL
FIRST UPDATE
12 -9-T?
Ii'D F
PAGE
GT83S
SECOND UPDATE
THIRD UPDATE

DATE: 1/ --/ - s'
DATE P,ECEIV[.--.0:
DATE ALLOCATION NEEDED:
NEMO TO: Mike McGhee
FROM:
i/C)F0
nixn.."...r 4%) •
SUBJECT: Effluent limits for Permit Review
DISCHARGE IDENTITY:
coUNTY: CA/TAt •
5113-BASIN: 4,3 — 0
RECEIVING STREAM: - ine/t_e
7/10 MINIMUM FLOW: St." - 7 -
LOCATION OF DISCHARGE:
CLASS:
SLOPE: feet/m-11e
DESIGN CAPACITY: e7) 3 s"
EFFLUENT LIMITS
Parameter •Limits
UOD
BCD5
TKN
TSS
C�liforrri (Fecal)
pH
Temperature
30
30
2-00
,""