HomeMy WebLinkAboutNC0067318_Wasteload Allocation_19770616FOR DATA MANAGEMENT USE ONLY:
FACILITY NO.
/K Actual Facility
/ / Proposed Facility
WASTE LOAD ALLOCATION REQUEST
Date of Request /O/ l9 / 46
TO: Mike McGhee, Technical Services Date Needed
CGA izy T w e,eb
SUBJECT: Effluent Limits for NPDES Permit No.(001 )
FROM:
Asp as sE
F
Pipe No.(003 )
Permit Application Received (802 )
Draft to Public Notice (805 )
Discharger Name (103 )
NANTAHA1.A ScHovt
County (104 )
MA.`oN
Type (400 )
/-7 Mu %iW'Id
Equiv. Population Served (202 )
Latitude (115 )
Longitude (116 )
201 Area (263 )
208 Area (264 )
Subbasin(112 )
o4.04 'O3
Stream Classification (269 )
C_-Tyr
Receiving Stream (109 )
RlWrits 1X,E 6 c
Drain. Area(267)
3.52-5Q,rhi.
7/10 Flow(270)
1•5.-c.F5
Ratio Waste 7/10 (303 )
Design Capacity (207 )
a CO1C/b
Z /'Y
Design Temperature (NKP)
20 0
Elevation Me)
Location Discharger (NKP)
0•42 M1. Fr?.Our► MQVTN NiAR Bi+ ceTowN
Principal Product (NKP)
Sample No.
BOD5(mg/Z)
310
Fecal Caliform
/100m1 31616
Temperature
° F 11
DO (mg/1)
300
41
I - Mo. Average Concentration 01
to
—
G 8,c o
- Wk. Average Concentration 02
J - Minimwn 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 NFTT
(IT/1) 530
NH3-N
(mq/Z) 600
p71 (units)
400
I - Mo. Average Concentration 21
3 0
t^ - 9
- Wk. Average Concentration 22
J - Minimwn Concentration 23
K - Maximum Concentration 24
M - Monthly Average Loading 25
- Weekly Average Loading 264
P - Minimum Loading 27
Q - Maximum Loading 28
i
T - Frequency of Analysis 29
W - Sample Type 30
UOD (NKP) > % I d ->) '�f -
Effluent BOD ult [mg/1
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: Nan♦ahc 1c& .5choo
Areawide (208) Planning Area: !jai Ze.sircri ed
Facilities (201) Planning Area: jcw.1 -pcu,,e0.4-4:c0
00
00
00
:00
100
90
80
70
60
50
40
30
20
10
4
o.00a- o, 005
Design Flow [mgd]
0 ,00
A.
B.
C.
Qs4„ lig -r)
RECEIVING STREAM t?nr�na9es
Classification:
7/10 Flow (cfs)
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 (0C)
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
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
G-ec�
—T12—
133.3
7-
b�'1
26Z0
3.5
O, 4-3
Zo • O
o. 0
D•SL
Z. 0
�{. 3
0.002.
30
30
4.- `1
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL
FIRST UPDATE
aoF
PAGE
1-710 QC3
SECOND UPDATE
THIRD UPDATE
4
o.00a- o, 005
Design Flow [mgd]
0 ,00
A.
B.
C.
Qs4„ lig -r)
RECEIVING STREAM t?nr�na9es
Classification:
7/10 Flow (cfs)
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 (0C)
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
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
G-ec�
—T12—
133.3
7-
b�'1
26Z0
3.5
O, 4-3
Zo • O
o. 0
D•SL
Z. 0
�{. 3
0.002.
30
30
4.- `1
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL
FIRST UPDATE
aoF
PAGE
1-710 QC3
SECOND UPDATE
THIRD UPDATE
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