NC0067148_Wasteload Allocation_19761023

FOR DATA MANAGEMENT USE ONLY
FACILITY NO.
WASTE LOAD ALLOCATION REQUEST
Actual Facility f�
Proposed Facility Date of Request --
TO: Mike McGhee, Technical Services Date Needed n
FROM: 10 we
/41 ¢p ej-e'
SUBJECT: Effluent Limits for NPDES Permit No.(001 ) Pipe No.(003 )
Permit Application Received (802 )
Draft to Public Notice (805 )
Discharger Name (103 )
�VFBo eZswe'�--#9� SSc/t oo L
County (104 )
Vh t b ow 11
TYPe (400 )
7. Mu /7Id
Equiv. Population Served (202 )
boo
Latitude (115 )
3S ° 4 �. S8 "
Longitude (116 )
8 / a s's 5'
201 Area (263 )
208 Area (264 )
Subbasin(112 )
Stream Classification (269
eZ44'ss
Receiving Stream (109 )
Dret c� C'/C k
Drain. Area(267)
,/o . 6
17/}0 Flow(270)
Ratio Waste 7/10 (303 )
Design Capacity (207 )
v . ooe it 046-D 1
Design Temperature (NKP)
Z3 °
Elevation (NKP)
1 1>1 4-0
Location Discharger (NKP)
' 7/`� dog 72we Lib
Principal Product (NKP)
s7u Dc''VTS
Sample No.
41
BOD5(mg/Z)
310
FecaZ CaZiform
ZOOmZ 31616
Temperature
° F 11
DO (mg/Z)
300
I- Mo. Avera e Concentration 01
.30
L 00
8 04 5-
'
- Wk. Average Concentration 02
J - Minimum Concentration 03
K - Maximwn Concentration 04
M - MbnthZy Average Loadin 05
- WeekZy Average Loading 06
P - Minimum Loadin 07
Q - Maximum Loading 08
T - Frequency1"requency of AnaZ sis 09
W -S Le Type 10
-Total MY
(mg/Z) 530
NH3-N
(m Z) 600
p7l (units)
400
I- Mo. Average Concentration 21
3 O
_
4-7
- Wk. Average Concentration 22
J - Minimum Concentration 23
K - Maximum Concentration 24
M - MonthZy Average Loading 25
- Weekly Avera e Loading 26
P - Minimum Loadin 27
Q - Maximum Loading 28
T - Frequency of AnaZ sis 29
W - !2,= Ze Tz pe 30
UOD (NKP) iI ID �,��L

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: fJES& FL w"EMf#Ay SGM#OOL
Areawide (208) Planning Area: A
Facilities (201) Planning Area: /jz+
A. RECEIVING STREAM SH14DRICK
C4EE4
Classification:
C
7/10 Flow (cfs)
of I
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Tz.6
Stream Velocity (fps)
9.S
Stream Depth (ft)
ix, !
Elevation @ Discharge Pt. (ft)
/ 2 4 o
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
O 2
Design Temperature 00
Z
Groundwater Runoff cfs/mi)
O.
Deoxygenation Rate (K1 Base e)
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1)
,
Upstream Quality
BOD
(mg/1;
2
D.O.
C. REQUIRED EFFLUENT LIMITS
Des g(mg/1) Fl(MGD)
0.0 02
BODAmmonia
_
Nitrogen mg/1
(mg/1)
—
Dissolved Oxygen
—
Total Suspended Solids (mg/1)
312
Fecal Coliform 0/100 ml)
PH (S.U.)
6-2
D. COMMENTS
,,, 3,0 4-'
mom
■
■
U08" / % ma//
ox 19,01 0,02, ©,03
Design Flow [,ngd]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
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