HomeMy WebLinkAboutNC0030848_Wasteload Allocation_19770329NPDE!; DOCUHENT SCANNING COVER !;ciEET
NPDES Permit:
NC0030848
Jefferson Apparel WWTP
Document Type:
Permit Issuance
Wasteload Allocation;)
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Staff Report
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
March 29, 1977
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content on the reirerse side
Actual Facility
/ / Proposed Facility
TO:
FROM:
FOR DATA MANAGEMENT USE ONLY:
FACILITY NO.
WASTE LOAD ALLOCATION REQUEST
Date of Request 3 /./ / % 2
Mike McGhee, Technical Services Date Needed
SUBJECT: Effluent Limits for NPDES Permit No.(001 )
//.5/ /9 /_
Pipe No.(003 )
Permit Application Received (802 )
Draft to Public Notice (805 )
Discharger Name (103 ) D" - g1`'1r'°"`11'°N '�,,.�,�-•1"
! r
JP t t e sori /-7/ 4 Re 1 L a.
County (104 )
x s�P
Type (400 )
f-7 Mu %%Id
Equiv. Population Served (202 )
Latitude (115 ) x
_576026/ s-y/7
Longitude (116 )1'
SY/° 2y/_5� /(
201 Area (263 )
208 Area (264 )
XSubbasin(112 )Stream
CS-07-0/
Classification (269 ,
Receiving Stream (109 ) ''(
Do Q C /ems c k
Drain. Area(267)
7/10 Flow(270)
. L/ 0 e/ J
Ratio Waste 7/10 (303 )
Design Capacity (207 ) '
Design Temperature (NKP)
Elevation (NKP).x
Location Discharger (NKP)
Principal Product (NKP)!!
a w054- 4 d--
Sample No.
BOD5(mg/Z)
ecaZ CaZiform
100m1 31616
Temperature
° F 11
DO (mg/Z)
300
41
310
I - Mo. Average Concentration 01
30
'-o°
- Wk. Average Concentration 02
J - Minimum Concentration 03
K - Maximwn 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 NFL1r
(mg/Z) 530
NH3-N
(mg/1) 600
pi! (units)
400
I - Mo. Average Concentration 21
30
—
6-e
- Wk. Average Concentration 22
J - Minimum Concentration 23
K - Maximwn Concentration 24
M - Monthly Average Loading 25
- Weekly Average Loading 26
P - Minimum Loading 27
Q - Maximum Loading 28
T - Frequency of Analysis 29
W - Sample Type 30.
UOD (NKP) I j 0
•
t
MS R -42—, 3csvN—
..._.... o.00uu.�_.__.
l0 20 330
4"L.e4 141 4,u4.Q
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: J FFE-K,So J • R ppgEL cow PR I'll (?i,i'ois17Areawide (208) Planning Area: tja-y_
Facilities (201) Planning Area: -��Te , s
1
(
,I2'1
1i).
I.1.
, 01, G
#,4,i- /o/4 siso
i813AA()�
500
400
300
200
A
100-
90
B0
70
60
50
40
30
20
10
o 0 .004 .)0
Derlan Flow [mad]
.nit
RPP ° "^ 4 J (,C Cart r fro t+
A. RECEIVING STREAM
Classification:
7/10 Flow (cfs)
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
Design Temperature (°C)
Groundwater Runoff (cfs/mi)
Deoxygenation Rate (K1 Base e)
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BODu (mg/1)
D.O. (mg/1)
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
BOD5 (mg/1)
Ammonia Nitrogen mg/1
Dissolved Oxygen (mg/1
Total Suspended Solids (mg/1)
Fecal Coliform (#/100 ml)
pH (S.U.)
D. COMMENTS
uo
DOBat
,C,S /eek
64.7
•/
o , 52-
2-ID. 0
O•r")
o
5.3g
5.0
Z.o
5,ao8
7o
.?n
6-4
mg/1
mq/1
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL
FIRST UPDATE
jm-
PAGE
Nelddi
SECOND UPDATE
THIRD UPDATE