NC0023604_Wasteload Allocation_19760907

NPDES DOCIMENT 5CANNINO COVER :SHEET
NC0023604
NPDES Permit:
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File
- Historical
Engineering Alternatives (EAA)
Plan of Action
Instream Assessment (67b)
Speculative Limits
Environmental
Assessment (EA)
Permit
History
Document Date:
September 7, 1976
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E- 5
FOR DATA MANAGEMENT USE ONLY:
FACILITY NO.
WASTE LOAD ALLOCATION REQUEST
Date of Request / 7/76
TO:McGhee, Mike Technical Services Date Needed 4-6 4ji,/t2
SUBJECT: Effluent Limits for NPDES Permit No.(001 )
/1/0/ //
_ ctual Facility
/ / Proposed Facility
FROM:
Pipe No.(003 )
Permit Application Received (802 )
Draft to Public Notice (805 )
•
P�
Discharger - Name (103) Lumber a•w1
V/)'/76' 6for-4--_, .gorz, /�.0
County (104 )
lir/D.cari
Type (400 )
0 Mu d
Equiv. Population Served (202 )
1
Latitude (115 ) �/
�� 3B
3 e
Longitude (116 )
o7 2,.7
201 Area (263 )
208 Area (264 )
Subbasin(112 )
2 ?O2 4 -
Stream Classification (269 )
(2_
ReceivingStream (109 )
rz/77--,tiviko r7 : 7.
4Drain. Area(267 )
0,3
7/10 Flow(270)
©, o 0
Ratio Waste 7/10 (303 )
Design Capacity (207 )
0,0/25
Design Temperature (NKP)
Elevation (NKP)
77' 7 7
Location Discharger (NKP)
/ . 2 /11 /. /1rpp7-61 0, 12 2 2 6•3
Principal Product (NKP)
Sample No.
BOD5(mg/Z)
Fecal Caliform
/100rn1 31616
Te a
F
DO (mg/1)
300
41
310
I - Mo. Average Concentration 01
//
.2 0 0
6
- Wk. Average Concentration 02
J - Minimum Concentration 03
K - Maximum Concentration 04
M - Monthly Average Loading 05
- Weekly Average Loading 06
P - Minimwn Loading 07
Q - Maximwn Loading 08
T - Frequency of Analysis 09
W - Sample Type 10
To
NH3-N
(mg/Z) 600
pR (units)
400
,_
/ S S
I - Mo. Average Concentration 21
q
- Wk. Average Concentration 22
J - Minimwn Concentration 23
K - Maximwn Concentration 24
M - Monthly Average Loading 25,
- Weekly Average Loading 26
P - Minimwn Loading 27
Q - Maximum Loading 28
T - Frequency of Analysis 29
W - Sample Type 30
_
/1'?!)
UOD (NKP)
071A
96'

o,>17
p, = o . 3
77s