NC0036668_wasteload allocation_19760809

WASTE LOAD ALLOCATION RE e EST
/" Actual Facility
/ / Proposed Facility
TO: Mike McGhee, Technical Services
FROM: Y hli// f cl'F,O
SUBJECT: Effluent Limits for NPDES Permit .No. (001 )
FOR DATA MANAGEMENT USE ONLY:
FACILITY NO.
Date of Request
Date Needed
Z$
47/ ,
//
/0/�
Pipe No.(003 )
F
Permit Application Received (802 )
Draft to Public Notice (805
Discharger Name (103 )
/oI1/I'1
Equiv. Population Served (202 )
cid0
201 Area (263 )
Xenssns v5//e
Receiving Stream (109 )
6 ode Cee..ele
Design Capcity (207 ) pM/HGb
O, /7461) ;
Location Discharger (NKP
Sample No.
41
I - Mo. Average Concentration 01
- Wk. Average Concentration 02
J - Minimum Concentration 03
K - Maximum Concentration 04
M - Monthl Average Loading 05
- WeekZ Average Loadin 06
P - Minimum Loading 07
Q - Maximum Loading 08
T - Fre•uenc o Anal sis 09
W-S."•le se 10
I - Mo. Average Concentration 21
- Wk. Average Concentration 22
J - Minimum Concentration 23
K - Maximum Concentration 24
M - Monthly Average Loading 25
- WeekZ Average Loadi . 26
P - Minimum Loading 27
Q - Maximum Loading 28
.uenc o Anal sis 29
T - Fre
Latitude (115 )
208 Area (264 )
BOD5 (mg/l)
310
n
• Res .47r"--
DO (mg/l)
300
Q C
67,
County (104
Subbasin(112 )
C
(NKP)
Type (400 )
AKMu/%Id
Longitude (116 )
Ye
8' 40 "'
Stream Classification (269 )
Ratio Waste 7/10 (303 )
Elevation (NKP)
4111, t 6S'
Principal Product (NKP)
NH3-40
Temperature
F 11
1074
pX (units)
Q 400
s3a
UOD (NKP) • 0,r7

SOURCE. OF _POLLUTION:. Tw,J o`c
Areawide (208) Planning Area:
Facilities (201) Planning Area:
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
KF.Ml mi s o +-+• E
K1= o,gc. (,cacti) = ,,7T
I. (.13i0= 1.35
5
4
3
2
o�
04
4.1
2o 2
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30
20
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0.10
0.Ig 0.22.
A. RECEIVING STREAM o Nie
Classification: "C-Sc,,,,,
7/10 Flow (Qs): ©. 3 S
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps) 0.
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
Design Temperature (°C) 26,
Groundwater Runoff (cfs/mi)
Deoxygenatioe Rate (K1 Base e)
Reaeration Rat (K2 Base e
Min. Daily Avg. 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)
Fecal Coliform (#/100 m1) y o a
pH (S.U.)
2 Z
o. 17
D. COMMENTS
110 sa.�.Z
LO$
6-9
Design Flow (mgd)
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
A
FIRST UPDATE CPF PAGE
j�j - I
SECOND U IDATE� [ THIRD UPDATE
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