NC0029602_Wasteload Allocation_19760518

FOR DATA MANAGEMENT USE ONLY:
FACILITY NO.
Actual Facility
/_ / Proposed Facility
WASTE LOAD ALLOCATION REQUEST
Date of Request / (n / 7,4
TO: Mike McGhee, Technical Services Date Needed / /
FROM: • CISP# Jv 1
SUBJECT: Effluent Limits for NPDES Permit No . (001 ), f f 2.'7 h.V, -Pipe No . (003 )
074
Permit Application Received (802)
Draft to Public Notice (805 )
Discharger Name (103 )
41 caory kne.4 orcilx(roeevr#. aon
County (104 )
tilik-W
Type (400 )
/%Mu/ d'-
E uivPb ulation Served (202 )
Q P
Latitude (115 )
Longitude (116 )
6© ;ter/ gis "
201 Area (263)
208 Area (264 )
Subbasin(112 )
a3oloa-
Stream Classification (269 )
1i/4--
Receiving Stream (109 ) LDrain.
/4.
Area(267 )
7/10 Flow(270)
F I/
Ratio Waste 7/10 (303 )
Capacity (207 )
(95670 D
DesignTe erature (NKP)
Temperature
Elevation (NKP)
Location Discharger (NKP)
5N3 fiTTAcifc0 NW
Principal Product (NKP)
FAX4Tfriv
Sample No.
BOD5(mg/l)
5
Fecal Caliform
/100m1 31616
Temperature
° F 11
DO (mg/1)
300
41
310
I - Mo. Average Concentration 01
3V
L o-a
er ii so
6' o
- Wk. Average Concentration 02
J - Minimum Concentration 03
K - Maximum Concentration 04
•
M - Monthly Average Loading 05
- Weekly Average Loading 06'
P - Minimum Loading 07"
Q - Maximum Loading 08,
T - Frequency of Analysis 09
W - Sample Type 10
Total Residue
NH3-N
(mg/1) 600
Of (units)
400
r s s
/-e_ 3-3a
I - Mo. Average Concentration 21
—
6 • S. S"
3 0
- Wk. Average Concentration 22
J - Minimum Concentration 23,
K - Maximum Concentration 24
M - Monthly Average Loading 25
- Weekly Average Loading 26
P - Minimum Loading 27
Q - Maximwn Loading 28
T - Frequency of Analysis 29,
W - Sample Type 30
_
UOD (NKP)

MEMORANDUM
TO: Mike McGhee
Technical Services Branch
FROM:
ciisRe APFo
SUBJECT: Effluent Limits for NPDES Permit
DISCHARGER: / "% //o
3cw L -
DATE ALLOCATION NEEDED:
COUNTY: yflAqbev
SUB -BASIN: - 3- a 7- G7 Z
RECEIVING STREAM: V,iti- eo' /WJtL )1Q /ci}-
7Qio FLOW:
LOCATIOtI OF DISCHARGE: �,1(� 5/ �' tTfz # la
DESIGN CAPACITY: aSoo r 14000240
'AXIMUM MONTHLY MEAN EFFLUENT LIMITS:
PARAMETER
UOD
BODS
TKN
TSS
FECAL COLIFORM
pH
TEMPERATURE
D.O.
.RE•'RKS:
LIMITS
ijs
27
22
3 0
200
6