NC0031828_Wasteload Allocation_19861002

NPDES DOCUMENT !MCANNINO COVER SHEET
NPDES Permit:
NC0031828
Vanceboro WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Permit
History
Document Date:
October 2, 1986
This document is printed on reuse paper - ignore any
content on the re/reriae side

(REGIONAL OFFICE TO
8
2
Facility Name:
Existing
Proposed
0
0
o w n
NPDES WASTE LOAD ALLOCATION
C.C. 1% el C_+Q.._ o i-o
Engineer
'71/2 3/g6
Date Rec.
Date 7
SC Z
Permit No.: NC-0 p 3 f 8 Z- it Pipe No .: o C /
—2.2
County: C r.a it on
Design Capacity (MGD) : o' I Industrial (% of Flow) : O Domestic (% of Flow) : / 0 O
Receiving Stream: / ' is 5 wayk Q Class: C- --S jai Sub -Basin: 0 3 '10% /�
Reference USGS Quad: F 30 SW (Please attach) Requestor: Lick Cc -ea . Regional Office 4.) !�O
v�nc
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.:
7Q10 (cfs) O
Drainage Area (mi2):
Winter 7Q10 (cfs) ()
Location of D.O. minimum (miles below outfall):
Velocity (fps) :
Avg. Streamflow (cfs) : I
30Q2 (cfs) 0
Slope (fpm) 1,0
K1 (base e, per day): K2 (base e. per day):
Effluent
Characteristics
Monthly
Average
Comments
Bo IE)
IllellMil
11=11111111111
�.
3c> i,; Q
/�
(ooc, / .' -.Q.
Comments:
i--8V
4 Effluent
Characteristics
onthly
Comments
liri
Pi ED
['.verage
LIMITS WJI..:I't1::: B(•1'.:iI..:I:) UPON DIVISION
f'F;C)(::1:::1:11.1(:I:::'.:i !':f:)Id DISCHARGERS TO
L..()UJ FLOW OW STREAMS.
Reviewed By:
iec.ommei►c4 rzw-oua i o4
44'1tscra,e..
Date: (O(Z(

~ ~ Aequest Mo. :3O68
FarilitV Hame
Type of Waste
ST.aT.us
Aeceiving s�peam
S�ream Class
Subbasin
County
Aegional Office
Aequestor
Date of Peques�
Cluad
WASTELOAD ALLOCATION
VANCEBOAO WWTP
DOM
EXISTINC
MAULS SWAMP
C.... SW
013O-el V9
CPAV�N
WASHINCTON
CAEECH
: F�.]0SW
APPAOVAL FOAM
OX
epF
Drainage Area (sq mi) � 19
Summer 7C\10 (cfs> �
Win�er 7A�0 (c+s) �
Average Flow (cfs) � �1
AECOMMENDE� EFFLVENT LIMITS
Wast,eflow (m(Ad1
5-DaU �OD (mg/l)� 13
Ammonia Nitrogen (mg4
1'.)isso1.ved Oxygen (mQ/l)� 6
TSS (mg/l0
Fecal Cnliforw (#/10Om]. 1000
pH (SU6-9
........ ............ ........ .... ................... ............................ ........ ................... --....... .... .... .... COMMEHTS ........ ............ ............................................ ................... .................... ........ .......
QEC[�\MEND PEMOVA� OF DISC*/�ACE- 7Q10 AND 30Q2=0� PP�VIOUS EXISTINC L�MIT�
WEAE CIVEm W/O MODELINC f-YS PEA CUARENT POICY PECAADINC ST�EAM FLOWS.
AecoIll wend by _
Aeviewed bV:
Tech Suppor� Supervisor
Aegion��l Supervisor __�
PerIll J. ts & Eng�neering _
Water CqualitU Chief _
Da�e
Daxe
Date
Da%e
Date