NC0048861_Wasteload Allocation_19861022

NPDES DOCIMENT !;CANNING COVER SHEET
NPDES Permit:
NC0048861
Creswell WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
October 22, 1986
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content on the rezrerse side

NPDES WASTE LOAD ALLOCATION
Facility Name: TOWN OF C& Sv„ EL TP
Existing
Proposed 0 Permit No.: COO
Pipe No . :
Engineer
Date Rec.
#
Noc
. 512.31%6
3zv
Date .S/Z
00 County: LU kS(-E
Design Capacity (MGD) : 0, 0(01- Industrial (% of Flow) : Domestic (% of Flow) : to cC
Receiving Stream: Cup P Class: C - Su///4JP Sub -Basin: 03 - ) (— 55 3
Reference USGS Quad: 1)• 3 3 . S (Please attach) Requestor: (z ( Regional Office vV a.? 6
C2��vsZL.
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design mp.:
7Q10 (cfs)
Location of D.O. minimum (miles below outfall):
Velocity (fps) :
Drainage Area (mi2):
Winter 7Q10 (cfs)
K1 (base e, per day):
Avg_ Streamflow (cfs):
30Q2 (cfs)
Slope (fpm)
K2 (base e. rr day) :
Effluent
Characteristics
Monthly
Average
Comments
0-42OD
30 ,7�1 [--
7' ss v
�0 114.,
6-.4? suL,
ell
,
Origi( ion 0
Rev'slocation 0 - - /
Co -tion O 11 V`fet G.c.i �Eo/��x e.�' G( a.' SE.
©cutJ
`�ia.G �eP�ed By:Reviewed By: L/'
/
4-8V
Effluent
Characteristics
; "onthly
l .verage
Comments
'
PLITVEJD
Comments:
90 rn /_ ! S S
S.
et, SS 0'rl e s
1 .4- taw, Sr1 Sf0-044 IS "I
Date: / 474)

/orcir)
Scur(�e!'np✓iGk
0
C- Sc..)
a -F Creswell
euer
03-of—S3__
1) 33 Sw — Cr e s w
No 04 e r-- cl ;_s c:L a< c s.
`6-6 " o. oc.f m 6-U
0SS, MI lG�io� IN LAC
V (c I k ; Gc SS v lei? L,
J � l 0. n GA. c'Vevl .—

Request No. :3217
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
Wasteflow
5-Day BOD
Ammonia Nitrogen
Dissolved Oxygen
TSS
Fecal Coliform
pH
WASTELOAD ALLOCATION APPROVAL FORM
TOWN OF CRESWELL
DOMESTIC
EXISTING
SCUPPERNONG RIVER
C-SWAMP
030153
WASHINGTON
WASHINGTON
S. BRIDGES
5-23-86
D 33 SW
WWTP
Drainage Area (sq mi) :
Summer 7010 (cfs) :
Winter 7010 (cfs) :
Average Flow (cfs) :
RECOMMENDED EFFLUENT LIMITS
:
(mgd): 0.064
(mg/1) : 30
(mg/1):
(mg/l):
(mg/l): 90
(#/100ml): 1000
(SU): 6-9
:
:
----- ----- COMMENTS ----
90 MG/L TSS LIMIT BASED ON LAGOON SYSTEM BEING IN USE.
�
Cl�`� ��3hov^�� ~ ~,e
n n-
to tAm 0eesh;t �o724,'+;o7t5.
Reviewed by:
Tech. Support Supervisor
Regional Supervisor _
Permits & Engineering
Recommended by _
Date _
Date
Date
Date
_
AinjAn't/jIs
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