NC0007323_Wasteload Allocation_19830224

MPDIZS DOCVWEMT SCANNIMO COVIER SHEET
NPDES Permit: NC0007323
Yanceyville WTP
Document Type: Permit Issuance
t
Wasteload Allocation
�w
�w
Authorization to Construct (AtC)
Permit Modification
Speculative Limits
Staff Report
Instream Assessment (67B)
Environmental Assessment (EA)
Permit
History
Document Date: February 24, 1983
This document is printed as reumft proper
content oa the reverse f AW14B

NPDES
WASTE LOAD ALLOCATION
Engineer Date Rec.
#
"
Facility Name:
/
-,I ,
LLL
_-� ��
y.
Existing ID
--�
Date:
Proposed a
Permit No.:
/C 73
Pipe No. • oUl
County:
Design Capacity (MGD):
© o / s-
Industrial
(% of Flow):
Domestic
(% of Flow) : _fir
Receiving Stream: 21
leLS errak
Class• Sub
_ •� -Basin:
03 -off -
Reference USGS Quad:
_�Yiicclvc�
'$ Zi He
(Please attach) Requestor: � ?
Regional Office �� E
(Guideline limitations, if
applicable, are
to be listed on
the back of this form.)
Design Temp.: Drainage Area:
7Q10• Avg. Streamflow•
Winter 7Q10: 30Q2:
Location of D.O.minimum (miles below outfall):
Slo e•
E Velocity (fps): K k'
1 (base e, Per day, 20oC): , per da 20 C :
K2 (base a y, o )
0
1.
Effluent
.Monthly
Characteristics
Average
Comments
O rns
&
U ,
LIZ—
Effluent ! Mont
Characteristics + Aver
Comments
Refer : Basinwide / Streamline WLA File
Original Allocation Completed By Permits & Engineering
Revised Allocation Ej Date(s) of Revision(s) At Front Of Subbasin
(Please attach previous —allocation Confirmation)
Prepared By z Reviewed By:
'', Date: a'a`t 13

, ..
'
.
~ .
. .
REQUEST NO. � 662 ,
*********************
WASTELOAD ALLOCATION
APPROVAL FORM
FACILITY
'
NAME
� YANCEYVILLE WTP
��
`�� 0 1981
TYPE OF
WASTE
FILTER BACKWASH
—| '~°om �~~n�v�'�W�
COUNTY
� CASWELL
REGIONAL
OFFICE
WINSTON-SALEM
REQUESTOR : REGGIE BAIRD
RECEIVING
STREAM
FULLERS CREEK
SUBBASIN : ROA04
7010 :
Cb^A CFS
W7010 : CFS
30Q2 CFS
DRAINAGE
AREA
| SQ,MI^
STREAM CLASS 0-II
************************ RECOMMENDED EFFLUENT LIMITS ************************
WASTEFLOW(S)
(MGD)
0^015
TURBIDITY
SHALL NOT CASE THE
BOD-5
(MG/L)
RECEIVING
WATERS TURBIDITY TO
NH3-N
(MG/.>
EXCEED 50
NTU,
D.O.
(MG/L)
�
PH
(SU)
6-9
FECAL CQLIFORM
(/100ML):
TSS
(MG/L)
!
30
SETTL^SOLIDS
(ML/L)
:
0.1
********************************************************************************
��
FACILITY IS : PROPOSED ( ) EXISTING (�,/ NEW ( )
LIMITS ARE REVISION < > CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISOR,MODELING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
APPROVED BY 1
DIVISION DIRECTOR
� --DATE
�7-
� --DATE
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