NC0036935_Wasteload Allocation_19771114

Qp ry Aim FOR DATA MANAGEMENT USE ONLY:
FACILITY NO.
WASTE LOAD ALLOCATION REQ EST NCoD 50 5.5
/_Actual Facility
/_/ Proposed Facility
Date of Request 3 / /V/ % %
TO: Mike McGhee, Technical Services Date Needed 71
FROM: cl. ex'o r' .
S. "4
S?Fd
SUBJECT_: Effluent
Limits for NPDES Permit
No.(001 )
Pipe No.(003 )
Permit Application Received (802 )
Draft to Public Notice (805 )
Discharger Name (103 )
.dui.
County (104 )
Type (400 )
1/&;%gu /—]Id
Equiv. Population Served (202.)
Latitude (115 )
3•eo3 S, / /d Ji
Longitude (116 )
8/ 0 T sr i 426 ..
201 Area (263 )
208 Area (264 )
Subbasin(ly )
3-09 - 3, f
Stream Classification (269
!¢
Receiving Stream (109 )
Drain. Area(267)
)s. 4
7/10 F1ow(270)
7, I low
Ratio Waste 7/10 (303 )
Design Capacity (207 )
© •069 7h6-40 1
Design Temperature (NKP)
zV°c
Elevation (NKP)
//Zo
Location Discharger (NKP)
Principal Product (NKP)
Sample No.
41
BOD5(mg/Z)
310
FecaZ CaZiform
100mZ 31616
Temperature
° F 11
DO (mg/Z)
300
I- Mo. Average Concentration OZ
3 0
0 0 0
-
- Wk. Avera e Concentration 02
J - Minimwn Concentration 03
K - Maximwn Concentration 04
M - MonthZy Average Loadi 05
- WeekZy Average Lo ng 06
P - Minimwn Loading 07
_
Q - Maximum Loading 08
T - Frequencyrrequeney of AnaZ sis 09
W -S Ze Zype 10
Total NFVV
( /Z) 530
NH3-N
(m Z) 600
pil (units)
400
I - Mo. Avera a Concentration 21
3 v
6-
- Wk. Avera e Concentration 22
J - Minimum Concentration 23
K - Maximwn Concentration 24
M - MonthZy Average Loading 25
- WeekZy AvercWe Loading 26
P - Minimwn Loading 27
Q - Maximwn Loading 28
T - Frequency of Analysis 29
W - ScMZe Type 30
UOD (NKP) Ito 241,

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: %//JE M0ur1TA-1/J LAKES i7ELIetop %1EA1 r
Areawide (208) Planning Area:-�"a" �
Facilities (201) Planning Area: Alpl- JZZ4.�
A.
,TfiCo,8S FdRK c2EEK
Classification:
A-tT
7/10 Flow (cfs)
4.1
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
13.8
Stream Velocity (fps)
o
Stream Depth (ft)
;/
Elevation @ Discharge Pt. (ft)
/12 0
Drainage Area mi.)
7/70 Yield (cfsmsm)
0.161
Design Temperature 0C)
z�L
Groundwater Runoff cfs/mi)
Deoxygenation Rate KI Base e)
0. IV?
Reaeration Rate (K2 Base e)
z•/y
Min. Daily Avg. D.O. (mg/1)
S.O
Upstream Quality -
BODu (mg/1)
Z
D.O. (mg/1
7,65
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
0, 0 6 9
GODS (mg/1)
30
Ammonia Nitrogen (mg/1)
-
Dissolved Oxygen (mg/1)
—
Total Suspended Solids (mg/1)
— o
Fecal Coliform (f/100 ml)
/0 0 0
PH (S.U.)
6.9
D. COMMENTS
MENEM
DD at � mq/I
UO� /iO ma/1
8,o 9,/ O,t 0,3
D,dln Flow I.,d]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE d PAGE I SECOND UPDATE I THIRD UPDATE
W-14,77 1 JDF1 i cr835