NC0031879_Wasteload Allocation_19830913

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Facility Name
Ix
o 13 b•F
Permit No.
Design Capacity (MGD):
3.0
NPDES WASTE LOAD ALLOCATION
RRtb C C6r-V2v1 t C, -k. W `-# 3
NC063Iglg Pipe No.: 051
Receiving Stream: CrC'ere2anwe .
tc N NJ
Reference USGS Quad:
Date:
County: (A4 MILL
Industrial (% of Flow): Domestic (% of Flow): 10° 810
('?cuj$ Fbr1•) Class • C. Sub -Basin: 453 -d g - 345
(Please attach) Requestor-
" / I Ft41 r'f is
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Regional Office A`-0
Design Temp.: 2 3
7Q10: , (n C4C
CD
+r• ILocation of D.O.minimum (miles
Velocity (fps):
o-▪ I
0
a-
3(
Drainage Area io 2�7 9 w\ Avg. Streamflow: ' C -CC
Winter 7Q10: 30Q2-
below outfall) : Ct" OLSlope -
K1 (base e, per day, 23°C):
K2 (base e, per day, 2.°C)•
Effluent
Characteristics
Monthly
Average
_ Comments
10b,
30
, -q
TSS
36
04 ( i
-('eer,9
Ca(1
'
(GOO
hpb Q
Sv
_tea-9
1
Original Allocation
Revised Allocation
Prepared By:
Effluent
Characteristics
Monthly
Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
Reviewed By:
(0/1.- e""
rev— Date: 9//3ig.3

• REQUEST NO. 68
*******:*****:;********: WASTELOAI' ALLOCATION APPROVAL FORM ******************We
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
iQ10 : 1.6 CFS
DRAINAGE AREA
•
TOWN OF MARION
DOMESTIC
MCDOWELL
ASHEVILLE
CORF'ENING CREEK
W7010
4' L '1r.
* * * * * * * * * * * * * * * * * * * * * * * *
WASTEFLOW(S)
BOD--S
NH3-N
D.O.
PH
FECAL COLIFORM
TSS
SQ.MI.
RECOMMENDED
(MGD) 3.0
(MG/L) 30
(MG/L)
(MG/L.) i G:
(S U) 6-9
(/100ML): 1000
(MG/L) 30
CFS
REQUESTOR : BILL MILLS
SUBBASIN t 030330
3002
STREAM CLASS : C
CFS
EFFLUENT LIMITS #:**************?K ***:****
Ldrra 7lCF L/Mirs, M,l,e, i)
C Slip e as, .1( 727e774Y
UN 17'S — MAJ--
RECE 1\!
S E P 1 21983
WATER QUALITY SECTION
OPERATIONS BRANCH
**************************************************************:*******:****-*******
FACILITY IS : PROPOSED ( EXISTING ( NEW ( )
LIMITS ARE : REVISION ( '') CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BYi
MODELER
SUPERVISOR,MODELING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
_DATE
DATE
DATE
....__-..__..DATE

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*** MODEL SUMMARY DATA ***
DISCHARGER t
RECEIVING STREAM4
7010
DESIGN TEMPERATURE
.
t
TOWN OF MARION
CORPENING CREEK
6.25 CFS
23 DEGREES C.
SUBBA8I N 4 030830
STREAM CLASS: C
WINTER 7010 f CFS
WASTEFLOW : 3.0 MGII
I LENGTH I SLOPE I VELOCITY !DEPTH I K1 ! KrE I SOD I K2 I Neil=' 1
!MILES IFT/MI 1 FF'S I FT 1 /DAY 1 /DAY 1 MG/M2II I /DAY I MG/L/ II I
SEGMENT 1
REACH 1
1 I I
1 1.701 27.801
1 I I
I 1 l I
0.367 1 1.08 1 0.57 1 0.00 I
1 1 1 I
SEGMENT
1 1 1
0.01 19.621 0.001
I I 1
ALL RATES ARE AT 23 DEGREES C.
*** INPUT DATA SUMMARY : **
FLOW 1 CBOD 1 NBOU 1 D.O.
CFS 1 MG/L 1 MG/L 1 MG/L
1 REACH 1
WASTE
HEADWATERS
TRIBUTARY
RUNOFF
4.650 1 110.000
1.600 2.000
0.000 1 0.000
0,250 1 2.000
0.000
0.000
0.000
Ot000
5.000
7.800
0.000
7.800
RUNOFF FLOW IS IN CFS/MILE

*:********* MODEL RESULTS **********
DISCHARGE! :TOWN OF MARION
RECEIVING STREAM :CORPENING CREEK
*****************************************************************:* r ***
THE END D.O. IS 6.73 MG/L
*******************************************:***fit***********************
THE END CBOD IS 65.82 MG/L
************************************plc**************** K**********:******
THE END NBOD 1S 0.00 MG/L
**************************************************************fit:*******
THE D.O. MIN. OF SEGMENT 1 IS 5.72 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 110 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.0, IS 5 MG/L.
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 3 M(31)
********************************************************************* *
DISCHARGER TOWN OF MARION
RECEIVING STREAM t CORPENING CREEK
WASTEFLOW 3
1 SEG NO 1 REACH 1 SEG MI 1 LSO 1 CBOD 1 NBOD 1 FLOW 1
1 1 1 1 0.001 5.721 82.351 0.001 6.251
1 1 1 1 1 0.101 5.901 81.261 0.001 6,271
1 1 1 1 1 0.201 6.041 80.191 0.001 6,301
1 1 1 1 1 0.301 6.141 79,131 0.001 6,321
1 1 1 1 1 0.401 6.231 78.091 0.001 6:351
1 1 1 1 1 0.501 6.301 77.061 0.001 6.371
1 1 1 1 1 0.601 6,361 76.051 0.001 6.401
1 1 1 1 1 0.701 6.411 75.051 0.001 6.421
1 1 1 1 1 0.801 6.451 74.071 0.001 6.451
1 1 1 1 1 0.901 6.491 73.101 0.001 6.471
1 1 1 1 1 1.001 6,531 72.141 0.001 6.501
1 1 1 1 1 1.101 6.561 71.201 0.001 6.521
1 1 1 1 1 1.201 6.591 70.271 0.001 6.551
1 1 1 1 1 1.301 6.621 69.351 0.001 6.571
1 1 1 1 1 1.401 6.651 68.451 0.001 6.601
1 1 1 1 1 1.501 6.681 67.561 0.001 6.621
1 1 1 1 1 1.601 6.711 66.681 0.001 6.651
1 1 1 1 1 1.701 6.731 65.821 0.001 6.671

********** MODEL RESULTS **********
DISCHARGER tvTOWN OF MARION
RECEIVING STREAM �CORPENING CREEK
**********************************************************************
THE END D^O^ IS 8.58 MG/L
**********************************************************************
THE END CBOD IS 3^28 MG/L
**********************************************************************
THE END NBOD IS 0.00 MG/L
**********************************************************************
THE D.O, MIN^ OF SEGMENT 1 IS 8^01 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 5.1 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS O MG/L OF NBOD
THE REQUIRED EFFLUENT D.O, IS 8.11 MG/L
THE WASTEFLOW ENTERING 8E8 1 REACH 1 IS 2,12 MGD
**********************************************************************
DISCHARGER � TOWN OF MARION
RECEIVING STREAM CORPENING CREEK
WASTEFLOW 2^12
\ GEG NO \ REACH | GEG MI \ DO | CBOD | NBOD | FLOW |
� 1 | 1 | 0,001 81011 4^081 O^OO| 4.89|
| 1 | 1 | 01101 8^161 4^031 O.00| 4.911
| 1 \ 1 | 0.201 8.271 3.981 0.00\ 4^941
| 1 | 1 | 0.301 8^361 3^931 O,OIV" \ 4,961
\ 1 | 1 | 0.401 8^411 3^871 0.00} 4.991
| 1 \ 1 | 0^501 8°461 3.821 0,001 5.011
| 1 | 1 | 0^601 8^491 3.771 01001 5.041
\ 1 i 1 | 0.701 8.511 3.73| 0.001 5^061
\ 1 \ 1 | 0.801 8.531 3.681 0.001 5.0191
| 1 | 1 i 0,901 8^541 3.63| O^OO| 5,111
| 1 1 1 i 1.001 8.551 3.581 0°001 5,141
\ 1 | 1 \ 1.101 8,561 3.541 0.0011 5^161
| 1 | 1 | 1,201 8,561 3.491 O.00| 5^191
| 1 | 1 | 1.30\ 8,571 3,45| 0.001 5^211
\ 1 | 1 \ 1,401 8^57| 3^4O| O,OO| 5~24|
| 1 \ 1 | 1.501 8^571 3,361 O.00| 5,261
| 1 | 1 | 1.601 8^571 3.3�) O.00| 5~291
| 1 1 1 1 1^701 8.581 3~28\ O^OO| 5^31|

**. MODEL SUMMARY DATA ***
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
4
TOWN OF MARION
CORPENING CREEK
6.25 CFS
23 DEGREES C.
SUDBASIN
STREAM CLASS:
WINTER 71110
WASTEFLOW
030830
C
CFS
2.12 MGD
I LENGTH I SLOPE I VELOCITY !DEPTH I K1 I Kr; I SOD I R2 1 NetP8 I
MILES IFT/MI I FF'S I FT I /DAY 1 /DAY 1 MG/M2D I /DAY I MG/L/D I
SEGMENT 1
REACH 1
1 1 1
I 1.701 27.801
1 1 1
1
0.312 I 1004 l 0.55
1 1
0.00 1
1 1 1
0.01 16.661 0.001
1 1 1
ALL RATES ARE AT 23 DEGREES C.
*** INPUT DATA SUMMARY ***
SEGMENT
FLOW
CFS
CBOD 1 NBOD
MG/L 1 MG/L
D.O. 1
MG/L 1
1 REACH 1
WASTE
HEADWATERS
TRIBUTARY
RUNOFF
3.86
1.600
0.000
0.250
5.100
2.000
0.000
2.000
0.000
0.000
0.000
0.000
8.110
7.800
0.000
7.800
* RUNOFF FLOW IS IN CFS/ MILE

********** MODEL RESULTS **********
DISCHARGER :TOWN OF MAR I ON
RECEIVING STREAM t CORPENING CREEK
**********************************************************************
THE END D.O. IS 5.07 MG/L
**********************************:**************:**********************
THE END CBOT' IS 61.07 MG/L
t**********************:*:**********:*****************************:****:***
THE END NBOD IS 0.00 MG/L
*****: ********** C* C*** C*?********:***************:**:******** k****:*******
THE D.O. MIN. OF SEGMENT 1 IS 4.93 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEF'OINT 1
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 102 MG/L OF CBOU
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MOIL OF NBOD
THE REQUIRED EFFLUENT D.O. IS 5 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 3 MGM::
************************************************:********************:*

DISCHARGER
RECEIVING STREAM
7010
4
4
4
4
4
4
DESIGN TEMPERATURE ;
*** MODEL SUMMARY DATA ***
TOWN OF MARION
CORPENING CREEK
146 CFS
23 DEGREES C4
ILENGTHISLOPE I VELOCITY !DEPTH
!MILES IFT/MI 1 FPS 1 FT
SEGMENT 1
REACH 1
1 1 1
1 14701 274801
! I 1
0,367
SUBBASIN 4 030830
STREAM CLASS; C
WINTER 7010 + CFS
WASTEFLOW ; 340 MGD
K1 1 Kri I SOD I K2 1 NetPS I
/DAY 1 /DAY I MG /M2D 1 /DAY 1 MG/L/D 1
1 1 1 1
I 1408 1 0457 1 0400 1
1 1 1 1
1
0401
1
I I
94871 04001
! I
ALL RATES ARE AT 23 DEGREES C.
K2 WAS DEFINED USING PREVIOUS ANALYSIS VALUE,
*** INPUT DATA SUMMARY ***
SEGMENT
FLOW 1 CBOD 1 NBOD 1 ID 4 0 4
CFS 1 MG/L ! MG/L 1 MG/L
1 REACH 1
WASTE
HEADWATERS
TRIBUTARY
RUNOFF
44650 1 1024000
14600 1 2.000
04000 1 04000
04250 1 2.000
04000�y
04000
04000
04000
54000
74800
04000
7.800
* RUNOFF FLOW IS IN CFS/MILE

r{I CHt RGER TOWN OF 1" ARION
RECEIVING STREAM CQRF`EN ING CREEK
WASTEFLOW : 3.0
SEG NO 1 REACH I SEG ?MI 1 DO 1 CBOT 1 NBOD 1 FLOW 1
1 1 1 1 0.001 5.721 76.401 0.001 6.251
1 1 1 1 0.101 5.521 75.391 0,001 6.271
1 1 1 1 0.201 5.361 74+401 0.001 6.301
1 1 1 1 0,301 5,231 73.411 0.001 6.321
1 1 1 1 0.401 5.131 72.451 0.001 6.351
1 1 1 1 0.501 5.061 71.491 0,001 6.371
1 1 1 1 0,601 5,001 70.561 0.001 6.401
1 1 1 1 0.701 4,971 69.631 0.001 6.421
1 1 1 1 0,801 4.941 68.721 0.001 6.451
1 1 1 1 0.901 4.931 67.821 0.001 6.471
1 1 1 1 1.001 4.931 66,931 0.001 6.501
1 1 1 1 1.101 4.931 66,061 0.001 6+521
1 1 1 1 1.201 4,941 65.201 0,001 6.551
1 1 1 1 1.301 4,961 64+351 0.001 6.571
1 1 1 1 1.401 4.981 63+511 0+001 6.601
1 1 1 1 1.501 5.011 62.691 04001 6.621
1 1 1 1 1.601 5,031 61.871 0,001 6.651
1 1 1 1 1.701 5.071 61.071 0.001 6.671