HomeMy WebLinkAboutNC0003794_WASTELOAD ALLOCATION_19760913NPDES DOCUMENT SCANNING COVER SHEET
NPDES Permit:
NC0003794
Corning - Wilmington
Document Type:
Permit Issuance
�'Wasteload
Allocation
Authorization to Construct (AtC)
Permit Modification
Speculative Limits
Staff Report
Instream Assessment (67B)
Environmental Assessment (EA)
Permit
History
Document Date:
September 13, 1976
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FACILITY NO.
WASTE LOAD ALLOCATION REQUEST
Actual Facility
Proposed Facility Date of Request ,�/�/�
TO: Mike McGhee, Technical Services Date Needed
FROM: T• H� I , SEFU
SUBJECT: Effluent Limits for NPDES.Permit No.(001 j
Pipe No.(003 )
Permit Application Received (802 )
Draft to Public Notice (805 }
Discharger. Name (103 )
r /
County (104 )
�(//e ✓
Type (400 )
CMuNId
Equiv. Populati n Served (202 )
Latitude (115 )
Longitude (116 )
201 Area (263 }
208 Area (264 )
Subbasin(112 )
Stream Classification (269
Receiving Stream (109 )
Drain. Area(267 )
7/10 Flow(270)
0 e- 3
Ratio Waste 7� 0 (303 }
De ign C pacity (207 )
Design Temperature (NKP)
1-& U
Elevation (NKP).
dN� !s'
Location Discharger (NKP)
Principal Product(NKP)
caw21r ,c�O/�.A'
Sarnple No.
41
BOD5(mg/Z)
310
FecaZ CaZiform
11OOmt 31616 1
wx
TemTerature
F 11
DO (mg/Z)
300
I - Mo. Average Concentration 01
.4
- Wk. Average Concentration 02
J - Minimwn Concentration 03
K -- Maximten Concentration 04
M - MonthZU Average Loadin 05
- WeekZy Average Loadin 06
P - Minimum Loadin 07
- Maximum Loading 08
T - Frequena of Analysis 09
W -S Ze Zype 10
Total Residue
(m /Z) 500
NH3-N
(m Z) 600
p R (units)
400
I - Mo. Average Concentration 21
- Wk. Average Concentration 22
J - Minimum Concentration 23
K - Maximum Concentration 24
M - MonthZ Avera e Loading 25
- WeekZy Average Loadin 26
P - Minimwn Loading 27
- Maximwn Loadin 28
T - Frequency of AnaZ sis 29
W -S Ze Type 30
UDD (NKP)
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ASSIMILATIVE CAPACITY EVALUATION
LEVELL"B" ANALYSIS
SOURCE OF POLLUTION: GDv/i%/� L/ -aC5,
Areawide (208) Planning Area: VL/I
Facilities (201) Planning Area: • ��^ �/-'' •'V // /V�
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NONE
Sol
Oeifaa PI". [.,a]
A. RECEIVING STREAM
Classification:
7/10 Flow (cfs)
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi) 9
Stream Velocity (fps)
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.) .� r
7/10 Yield (cfsm) o
Design Temperature �cf)
Groundwater Runoff s/mi) p
Deoxygenation Rate Kl Base e)
Reaeration Rate (K2 Base ej
Min. Daily Avg. D.O. (mg/l =O
Upstream Quality -
BODu �mg/1
D.O. mg/1
C. REgUIRED EFFLUENT LIMITS
Design Flow (MGD) O /
BOD5 (mg/1)
Ammonia Nitrogen m /l
Dissolved Oxygen (mg/l;
Total Suspended Solids (mg/1) T -�
Fecal Coliform (#/100 ml)
pH (S.U.)
D.
ft
mq)( tr�
WOGS � �v sw��C�V
Bol�tt =lo
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Ip' M'
STATE OF NORTH CAROLINA DEPARTMENT 01: NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE I SECOND UPDATE THIRD UPDATE
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