NC0038687_Wasteload Allocation_19770428

FOR DATA MANAGEMENT USE ONLY:
FACILITY NO.
WASTE LOAD ALLOCATION REQUEST
Actual Facility
/ / Proposed Facility Date of Request
TO: Mike McGhee, Technical Services Date Needed
FROM: SOS► WFO
QTTT2TT?rT• Rffliiant Limits for NPDES Permit No. (001 ) Pipe No. (003 )
Draft to Public Notice (805 )
le
Permit Application Received (802 )
Discharger Name (103 ) County (104 ) Iv00(4
%� Id
d�Mu
r CG7ij 1'Di�vw f`�
Equi P ation Served (202 ) titude (115 ), .— 1) Longitude (116
3� °12- 3 3 S 0 2 /S
201 Area (263 )
208 Area (264 )
Subbasin(112 )
Stream Classification (269 )
©�- plj�-0
Blass C — fro&* t
Receiving Stream (109 ) Drain. Area(267 ) 7/�0 Flow(270) Ratio Waste 7/10 (303 )
�LJ�i'�y,� z. -3 J
Design Capacity (207 ) Design T erature (NKP) Elevation (NKP)
2 0
.�-79�
7s s v
Location Discha ger (NKP) rincipal Product (NKP)
Temperature
°
DO (mg/Z)
Scnrrple No.
BODS(mg/Z)
FecaZ CaZiform
310
100mZ 31616
F 11
300
41
I- Mo. Average Concentration 01
3 0
61 a 0
- Wk. Average Concentration 02
J - Minimum Concentration 03
K - Maximum Concentration 04
M - Monthly Avera e Loading 05
- Weekly Average Load -in 06
P - Minimum Loading 07
Q - Maximum Load -in 08
T - Frequency o AnaZ sis 09
1
W - Sample T e 10
s
Total^ Residue
NH3-N
pA (units)
(m /Z) 500
(m Z) 600
400
I- Mo. Average Concentration 21
- Wk. Average Concentration 22
J - Minimum Concentration 23
K - Maximum Concentration 24
M - Monthl Average Loadin 25
- WeekZ Average Loadi 26
P - Minimum Loading27
Q - Maximwn Loading28
T - Frequency o Anal sis 29
W - S ZeT e 30
UOD (NKP) //0!r11ji

artol
276t
17�c
24S c
200
.1i:cc
1 SGc
:.S;c
24to
�L44Q
2401
a IGe
7I20
azSa
AZNO
a a 0 a
IL160
*21,20
aofro
7 U-fa
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: 51461A/,- Wft'rE .S y -4►✓IP6r(ezU0J--')
Areawide (208) Planning Area: Jtcrr-ccQaa��.r•ac�a-
Facilities (201) Planning Area:-KA d-JA toCr-�
Zo - z_S__Zv = 1g5 //,,� S fc,
1.3
A. RECEIVING STREAM T!C j,{'T C�-E
6 K-
Classification:
G - 74
7/10 Flow (cfs)
�• 3
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
l8 r
Stream Velocity (fps)
d
Stream Depth (ft)—
Elevation @ Discharge Pt. (ft)
z
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
0.6a9
Design Temperature (oC) 2 o
Groundwater Runoff (cfs/mi)
Deoxygenation Rate (K1 Base e)
Reaeration Rate (K2 Base e)
S 0,
Mi- n-ilv Avg. D.O. (mg/1)
?p,a 7 Cat e<!
3
AL FIRST UPDATE
13 -15 - `1'1 I so f I I I I I
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