NC0020648_wasteload allocation_19850705

Facility Name:
if
TES WASTE LOAD ALLOCATION Engineer I Date Rec.
G% ai iO4 7'oa W l pr)# Date 3
Existing
Proposed
0 C.O O 8
Permit No w- D-; / Pipe No.: D O 1 County: 40ro0wrovs"T
Design Capacity (MGD):
A. 12-
Industrial (.% of Flow): / Ibmestic
(% of Flow): 94
Receiving Stream:
XFWM%
G'.RA'Ci-- Class: G- Sub -Basin: 03
O 3 D 77
Reference USGS Quad:
1�30�
(Please attach) Requestor:
Regional Office. AA r#46'
(Gul,deline limitations, if applicable, are to be listed on the back of this form.)
Design lbmp.: Drainage Area (mi2):
Avg. Streamf low (cfs) :
7Q10 (cfs) �; Winter 7Q10 (cfs) 30Q2 (cfs)
Location of D.O. minimum (miles below outfall): Slope (fpm)
Velocity (fps): K1 (base e, per day): K2 (base e, per day):
L-By
I
Effluent
Characteristics
Monthly
Average
Comments
1
Effluent I 14onthly
Characteristics [average Comments
ri ina- Alloc ion O Comments:
i dd ocation O
ation O
i
repared By: �. Reviewed By: Date: i

' REQUEST NO, 2153 "
********************* WASTELOAD ALLOCATION APPROVAL FORM *********************
FACILITY NAME WASHINGTON WWTP
TYPE OF WASTE DOM/IND
COUNTY BEAUFORT
EGI9NAL OFFICE WASHI#GTON
RECEIVING STREAM KENNEDY CREEK
7010 CFS W7010 �
DRAINAGE AREA O^OO SQ^MI^
REQUESTOR : FINAN
SUBBAS7N 1 030307
CFS 3002 �
STRFAM CLASS :C
CFS
************************ RECOMMENDED EFFLUENT LIMITS ************************
WASTEFLOW(S)
BOD-5
NH3-N
D^O^
PH
FECAL COLIFORM
TSS
(MGD)
:2^12
(MG/L)
:3O
(MG/L)
�
(MG/L)
:�
(SU)
:6-9
(/100ML):1000
(MG/L)
:3O
LIMITS SHOULD BF REVISED JF
EFFLUENT CHARACTERISTTCS OF
INDUSTRIAi FLOW WARRANT A NEED
FACILITY IS : PROPOSED ( ) EXISTING ( ) NEW ( )
^IMITS ARE 1 REVISION ( ) CONFIRMATION ( ) OF THOSF PRFVIOUSiY ISSUED
REVIEWED AND RECOMMENDED BYt
MODELER
"
trS�PERVISOR,TECH SUPPORT GROUP
/
REGIONAL SUPERVISOR
PERMITS MANAGER
APPROVED BY :
CHIEF, WATER QUALITY SECTION
� --DATE �
�- --_--DATF
�-7131&-_--
:--1 .............. DATE �-'-__---'-

62
�'/c L
�t = I.Ot
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E7 u,

a
T-� v1.04-4
4l�
t,.4 d

DISCHARGER
wv^Ds M `
DEITH
WIDTH
VOLUME
FRESHWATER INFLOW
WASTEWATER FLOW
ULT. BOD OF WASTE
MAX TIDAL VELOCITY
CROSS-SECTION AREA
A0VECTIVE VEL~
DISPERSION
K1
� WASHINGTON WWTP
� KENNEDY CREEK
� 3^00 FEET
� 400,00 FEET
| 5.069Ef006 CUBIC FFET
� O^OO CFS
� 2,12 MGD
� 110^00 MG/L
� 0,06 KNOTS
� 1200^00 SQ^FT^
� 0^04 MI/DAY
� 3^50 8Q^MI~/DAY
� 1.01 PER DAY
� 0^81 PER DAY
BOD AT OUTFALL = 1^31069994467 MG/L.
D^O^ AT OUTFALL = 5^44800030689 MG/L
1ILEPOINT
MILEPOINT
UPSTREAM BOD
O~OO 1~31
UPSTREAM D.O.
5^45
DOWNSTREAM BOD DOWNSTREAM DO
O~OO
1^31
5,45
0,10
1^24
5,45
0~20
1^18
5^45
0^30
1^12
5,45
0,40
1^06
5~46
0^50
1.01
5,47
0~60
0^95
5^47
0.70
0.90
5^48
0^80
0^86
5^49
7HE WASTELOAD ALLOCATION FOR WASHINGTON WWTP IS 110 MG/L