HomeMy WebLinkAboutNC0039471_Wasteload Allocation_1978082110 �.7(
' FOR DATA MANAGEMENT USE ONLY:
FACILITY NO.
WASTE LOAD ALLOCATION REQUEST
Actual Facility
f / Proposed Facility Date of Request 00
TO: Mike McGhee, Tech)n cal Services Date Needed
FROM:
%/� /1
SURJECT: Effluent Limits for NPDES Permit No. (001 )AZ663g"7 Pipe No. (003 )
Draft to Public Notice (805 )
Permit Application Received (802 )
erfZl-7-2
Des har er Nam (10 ) s
County (104 )
T YP (400 )
Mu %% I d
Equiv. Population Served (202 )
=Latitude115 )
Longitude (116 )
201 Area (263 )
208 Area (264 )
Subbasin(112
m,3-oc -aI
Stream Classification (269 )
C
Receiving Stream ((109 )
Drain. Area(287 )
7/10 Flow(2270)
Ratio Waste 7/10 (303 )
Design Capacity (207
s )
Design Temperature (NKP)
as°�
Elevation (NKP)
y o'
Location Discharger (NKP)� Q IIP��
'�f't
Principal
^�P+rod�ct (NKP)!/�y.�,
ScaTZe No.
41
BOD5(m9/Z)
310
ecaZ CaZiform
100mZ 31616
Temperature
° F 11
DO (mg/Z)
300
I - Mo. Average Concentration 01
' -
- 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 AnaZ sis 09
-
W - Sample T�ype 10
Tota Residue
m /Z) 500
NH3-N
Z) 600
p`X (units)
400
---
S
I - Mo. Avera e Concentration 21
- Wk. Average Concentration 22
-
J - Minimum Concentration 23
- -
K - Maximum Concentration 24
M - Monthly Average Loading 25
- WeekZy Average Loading 26
—
P - Minimun Loading 27
-
Q - Maximun Loading 28
T - Frequency of AnaZ,zjsts 29
-
W-Sample T e 30
-
UOD (NKP) C� 6�
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: tie 1'1 rI C cSC:� 0D/J
Areawide (208) Planning Area: .,Von wt7 e
Facilities (201) Planning Area: /Y,., del,�),Oe fec % 1
A. RECEIVING STREAM
Classification`
7/10 Flow (cfs) ),e!)
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) i O
Design Temperature (OC)
Groundwater Runoff (cfs/mi) ,
Deoxygenation Rate (Kl Base e)
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BODu (mg/l) D.O. (mg/1)
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD) L0
BOU5 (mg/1) /D
Ammonia Nitrogen mg/1)_
Dissolved Oxygen (mg/1 _
Total Suspended Solids (mg/1) c'S
Fecal Coliform (0/100 ml)
PH (S.U. )
s
E
... ...0
M
NMI
roll
ar7
D. COMMENTS
i
D06a}.'>I mn/1
IJOmn/I
D . 3 rn ,
A 110
Drtltn flow [m9d]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
C.INAL FIRST�� PAGE SECONQ UPDATE THIRD UPDATE