HomeMy WebLinkAboutNC0063355_Wasteload Allocation_19850617as 6 j4
NPDES WASTE LOAD ALLOCATION
°' Ziewes ��a..,�/.�-0�a� Date: Jr S 8.S •
� Facility Name: -
E
o ExistingQ /v( 00 (0 33 SS C. ��a?bibel
Permit No.: Pipe No.: a O / County:
Proposed
a�
Design Capacity (MGD): a /5 Industrial (% of Flow): �� � Domestic (% of Flow):
c ��ili/a7iaPV lb�%/anaf G Sub -Basin: D 3 -Q 8-32
Receiving Stream:,PA a n � _�� Class:
.`� Refexece USGS Quad: E / ¢S E (Please attach) Requestor:._,T i�.d/''� Regional Office �W0
u
(Guideline limitations, if applicable, are to be listed on the back of this form.)P.s��a�,
Design Temp.: ZS 0 C - Drainage Area: D, 7 Avg. Streamflow:
a, z
7Q10: b C s - Winter 7Q10 : O �s 30Q2: — �5
� Location of D.O.minimum (miles below outfall): 412 Slope:
H
velocity (fps): KI (base e, per day, 200C): K2 (base e, per day, 20oC): 12 4
0
Effluent
Characteristics
Monthly
Average
Comments
P!
D , 0.
(7
w
TsS
30
�^
Original A
Revised Allioc
I
Effluent
Characteristics
Monthly
Average
Comments
-LAC c
c�
S N
O
7mt.P
G
So
v
1
Date(s) of Revision(s)
(Please attach previous allocation)
I�1
Reviewed By: Date:--��--'--f--'—
✓. VMa
•Ran
[ e
Renliest No.
2.364
Facility Name
T-ape Of Waste
Receiving Stream
Stream Class
Subbasin
Counts
Regional Office
ReQuestor
Drainage Area (so mi)
7010 (cfs)
Winter 7010 (cfs)
3002 (cfs)
WASTELOAD ALLOCATION APPROVAL FORM --
T.NNF..S I.AUNDROMAT
LAUNDR./CARWASH
UT-MUNDY CREEK
C
030832
CATAWBA
. T
T. HUfiNE
.2
0
0
0
--------•----------- RFCOMMFNDF..D EFFLLIFNT LIMITS
Wasteflow (mgd) : .015 +n3A<. 0.2 0w�Q
I1t...v POD •(mg/l) : 27
Dissolver.{ Ox:&gen (mg/1): G
i (SU)
_......_.._.. ----------•------6---s-ewee
7S^ (m5/1) Q t CL-�-G-SQ0 —U
-aOMMFNTS------- ------------------
'N Non_
y1J
RECOMMEND CONSIDERING DISCHARGE IN VIEW OF PROPOSED UPLAND
DRAINAGE POLICY. NO LIMITS HAVE BEEN DEVELOPED FOR NH3N
01 FECAL BASED ON ASSUMPTION OF NO DOMESTIC WASTE.
C:DOD/BOD5 ASSUMED =2.
------ -----------------------------------------------------------------------
FACII...ITY IS : PROPOSED ( ✓) EXISTING ( ) NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
RECOMMENDED BY:
REVIEWED BY:
SUPERVISORP TECH. SUPPORT ( ._... _._._.._ __DATE. :...51hole
REGIONAL SUPERVISOR .DATE :...__... _
Approval. is ( 1/Preliminary ( ) fi.r o
PERMITS MANAGER :_- (✓ �... . _ - _.DATE 64" . --__
-
2�d
e6c('< )4-1� (ICI
rbll-
*�K moriEL. SUMMARY DATA
DISCHARGER
a INNF..S LAUNTIROMAT
SURBASIN
030832
RECEIVING STREAM
UT-•MUNDY CREEK
STREAM CI._ASfi:
A-T T v R
701.0
4 0 CFS
WINTFR 70tO
0 CFS
DESIGN TEMPERATURE
25 DEGREES C .
WASTEFL.OW 4
+ 01 5 Mori
I LENGTH I SLOPE I VELOCITY I DEPTH I Kl. I K1. I K2 I K2 I Kn I
I MILES I FT/MI l FPS I FT I /TRAY 1 @20 I /TIAY 1 @20 I /DAY I
f ! I ! I I ! ! I !
SEGMENT 1. 1 0,401 70,001 01100 1 0 + 12 1 1 .0 5 1 0 + 83 1 1. 4 + 05 1 1 2 + 60 1 0.001
REACH 1. 1 1 1 1 1 1 1 1 ! f
*** INPUT DATA SUMMARY ***
I
FLOW
I CIBOTI I
NBOD I
Xi + O+ I
I
CFS
I MG/L I
MC/L. I
Mir/L I
SEGMENT 1. REACH I I
I I
1
!
WASTE l
0 + 0?3
1 54 + 000 1
0 + 000 1
6. 000 I
HEADWATERS!
0+000
1 0.000 1
0.000 1
0.000 I
TRIBUTARY 1
0+000
1 0.000 1
0+000 1
0*000 !
RUNOFF 1
0.000
1 0+000 1
0.000 1
0+000 I
�t RUNOFF FLOW IS IN CFS/MILE.
DISCHARGER
RECEIVING STREAM
MODEL RESULTS **********
*#INNEG LAUNDROMAT
�UT~MUNDY CREEK
THE END D,O^ IS 5^10 MG/L
THE END CBOD IS 41^81 MG/L
THE END NBOD IS 0"00 MG/L
THE D,O^ MIN^ OF SEGMENT 1 IS 4^92 MB/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPO%NT 0"2
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 54 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D^O^ IS 6 M8/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.015 M0D