NC0004464_WASTELOAD ALLOCATION_19790926

NPDES DOCUMENT SCANNINS COVER SHEET
NPDES Permit: NC0004464
Document Type: Permit Issuance
. '� Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Speculative Limits
Correspondence
Instream Assessment (67B)
Environmental Assessment (EA)
Permit
History
Document Date: , 1979
5r-
to grix2-ted 4021 pager-•-i�ore any
contelmt orW the reYe - Ride

NPDES WASTE LOAD ALLOALLOCATIONRowing on Reverse ide
Facility Name: :� rQN S c..rrrE-'. W%A L-5, C OZ7P — •_ _ Date: , _ g /(O -
County: :•_ �oLV, Permit No. : NCood 4-410 4 Pipe No. : &c) 1 ^„ y
Receiving Stream: _ LA-F L.IX== . \7-, u,r�a wt� ��.— C Class: C-
Design Capacity (MD): , OI' Design Temp. : �..Z-� (--Requestor: "i c-o
Sub-basin: o - d Z. Drainage Area: i s c� •+-.. - _ 7Q10: o. 5- t 5
Other Stream Affected: Class:
Limits (circle one): r wares Quality Avg. Stream Flow: DO Sag Pt. (mi. ) - D ,•�
Effluent Mo
Characteristics Conc. Load Conc. Load Conc Load Cone. Load,- Conc. Load
D
ecal Coliform /o0- i-om/,
•solved 2Men "
otal 'SS
U
,N
H (range)
Y�� �4S� -•' O �u CG T,�
1
Prepared by: Reviewed by: _ 1y _ _ Date:
IS -3/78

For Industrial Dischargers List BPT Below
Avg—
Effluent MonthLyAvage W el Avera e
Characteristics Cone. Load. Cone, Load Cone, Load. Cone, Load. Cone. Load.
• DOD
Fecal Coliform
'solved Oxygen
Total SS
—N
H ran e
►v � �O^^ s T�L 4 : 'r��
Industrial SIC Code: Type of Waste:
Effluent Guideline Reference:
Routing
To Initial
Information Services
s 1 Modeling and Alloc.
Regional Office

ZZ
6. 7.9 -_ - -
0.
'\l 2t
Q x
orfo9 Iay
JUM-
r

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: S1 ne r_(,77e r 1'h 44 Ca,?o ra,A Dtiv
Areawide (208) Planning Area:
Facilities (201) Planning Area:
` - A. RECEIVING STREAM U7-, L'TT14 � � li^G 7�27
b J Classification:
�= •��Z7 �•��-� �3D 7/10 Flow (cfs)
B. ASSIMILATIVE CAPACITY DATA
1 6 } Water Surface Slope (ft/mi) 3 0
Stream Velocity (fps) 0. 1
p,J
Stream Depth (ft) Q,
Elevation @ Discharge Pt. (ft) q&C 9S 7
Drainage Area (sq. mi.) /dI
7/10 Yield (cfsm) D. , ys
Design Temperature (oC) 7-7-
Groundwater Runoff (cfs/mi) 01 O p
Deoxygenation Rate (K1 Base e) (a
Reaeration Rate (K2 Base e) 2, 0 Z
Min. Daily Avg. D.O. (mg/l) S_
Upstream Quality -
BODu (mg/1) L 2
D.O. (mg/1 74 7,7
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD) O.D/S , O r S
BOD5 (mg/1) 3o 3 0
Ammonia Nitrogen mg/1 - —
Dissolved Oxygen mg/1 -
Total Suspended Solids (mg/1) 3 0 3 0
Fecal Coliform (#/100 ml) o /e0 a
pH (S.U.) a-?
DD at 9>I 8
D. COMMENTS U0� //b Fng/1 IID
S-
00
:00
700
20100
F--F
u so
70
so
o° so
°j 40
30
20
70
0,01 o•az 0,03 0,0�
Design Flow [mgd]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE
5--a-1 1 1jDF1 I GTg 02