NC0020605_wasteload allocation_19831206 (2)

Engineer Date Rec. #
NPDES WASTE LOAD ALLOCATION P- W c _
Facility Name: ctr b o✓' o Date • ��- 3 0 `g3
Existing Permit Pipe No.
Permit No.: p e G
Proposed County:
Design Capacity (MGD): 3 •0 Industrial (% of Flow):_
-,Domestic (% of
Flow):
Receiving Stream:__
IItier Class • --- C-
Sub -Basin • U5
Reference USGS Quad:
(Please attach) Requestor:.
3 f ......_egional
R`
Office%e!
(Guideline limitations, if applicable,
are to be listed on the back
of thus:form.)
Design Temp.-
/ �� m; `
Drainage Area: Avg. Streamflow•
7Q10: % C-f-�•�'`_.
_._ Winter 7Q10:
30Q2:
• '
Location of D.O.minimum (miles
below outfall) : t,
Slope:
Velocity (fps) :G
Kl (base e, per day, 200C : � 57
)
K
_ 2 (base a
- �
" � " •
-'
Per day, 20°C) !/ �fe �� --
Effluent
Characteristics
Monthly
Average
Comments
f
Effluent Monthly
Characteristics Average Comments
Original Allocation
Revised Allocation Date(s) of Revision(s)
Confirmation
(Please attach previous allocation)
Prepared By: �,� ..
Reviewed By:
o�
Date: _40a_

` ^ REQUEST NO. | 756
_ .
WAS ELOAD ALLOCATIO APPROVAL FORM
. .
'
FACILITY NAME
T PE OF WASE
C UNT`
REGI NAL OFF! E
ECEIVING STREAM
010 134 CFS
INAGE AREA
� TARBORO
� DOMESTIC
EDGECOM3E
1 RALEIGH
� TAR RIVER
.7Q10 !
� 2140 SKMI,
REQUESTOR 1 HELEN FOWLER
SUBBASIN ! 03-03-03
CPS 3002 CFS
STREAM CLASS :C
************************ RECOMMENDED EFFLUENT LIMITS
WASTEFLOW(S) (MGD) 3^-
BOD-5 (MG/L) 30
NH3-N (MG/L)��
D O^ (MG/L)
P (SU 6-9 »~ ^���
FE AL COLIFORM (/1OOML)� 1000 oc(l�q�
TSS \1 �-
�
��(MG/L � 30 ow`'
-
`�����
K.�.�,c`°'
(�~r
� CILITY IS ! PROPOSED ( ) EXISTING ( *~� NEW ( )
lMITS ARE ! REVISION ) 0 C 4 1 w~l' OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BA!
MODELER 1...................... DATE ! ---------
SUPERVISOR,MODELING GROUP
REGIONAL SUPERVISOR DATE

|
�
. ^
� .
DISCHA'GEF,
ECEIVING S REAM
-STEn.OW
'
TARBORO
.
� TAR
RIVER
� 3.0
! SEC NO |
REACH (
BEG MI |
DO |
CBOD }
NBOD i
FL W |
l 1 |
1 |
0.001
6^861
5^621
0.001
138^651
| 1 }
1
~10
6.851
5.591
0.001
138,65
' 1 |
1 !
0201
6,841
5.571
0.001
138-651
� 1 �
1 |
.301
6^831
5,541
0.001
138.651
| 1 |
1 /
0.401
6^811
5,511
0.001
138~651
! 1 �
1 i
0,501
6^801
5^491
0,001
138,651
i 1 |
1 |
0.601
6^79/
5.461
0,001
138.65/
! 1 |
1 |
0~701
6.781
5^431
0,00
138^651
/ 1 |
1
0,80
6,771
5^401
0,00
138.6''!
i 1 1
1 i
0^901
6^761
5,381
0.00
138^65/
| 1 i
1 |
1.00
6,751
5^35
0^001
138,65i
| 1 |
1 !
.101
6,741
5,331
0,001
138^6
| i
1 i
1.201
6^73
5,301
0^001
138^65
\ 1 |
i
1~301
6.731
5.271
O,OO|
138^651
| 1 |
1 |
1.401
6^721
5,251
0.001
138 651
| 1 /
1 |
1^501
6011
5,221
0.00
138 6 |
� 1 |
1 |
1^60
6.70
5,201
O°OO!
138,651
� 1
1 |
10701
6^691
5~171
O,OO|
138-60
\ 1 (
1 !
1.801
6^691
5.14
O^OO
138^651
| 1 |
1 |
11901
6^681
5^121
0.001
138,65i
| 1 >
/
2,001
6 67!
5~091
0.001
138 651
1 1 !
1 !
2^101
6 661
5^071
0.001
138,65
� 1 |
1 |
2.201
6^661
5^041
O^001
138,651
\ 1
1
2^301
6.65
5^02
0^001
138 6 |
| 1 |
1 |
2.401
6,641
5~001
0^00
138,651
| 1 |
1 |
2.501
6^64!
4,971
O^OO!
138,65
| 1 |
1 !
2^60
6^631
4,951
O.00|
138^651
| 1 /
1
2 70
6,63�
4~92(
0.001
138,6 i
� 1 1
1 i
2,80
6^621
4.901
0.001
138^65
| 1 |
1
2 901
6.621
4 871
0.00
138 65
1
1 |
3,001
6,611
4.851
O^OO|
138^65|
! 1 |
1 |
3^101
6.611
4,831
0°001
138^651
� 1 {
1 !
3^201
6,60|
4^801
O,OO|
138,65
| 1 |
1 {
3^301
6,601
4,781
0.00
138,651
! 1 |
1 |
3.401
6^591
4,751
0~001
138.651
| 1 |
1 |
3,501
6^59
4,731
0^001
138,65
| 1 |
1 |
3,601
6^591
4^711
0^001
138.65!
| 1 1
1 |
3,701
6,581
4,691
O.00/
138^651
! 1 |
1 1
3,801
6 581
44661
0.001
138.651
| 1 |
1 1
3.901
6,571
4°641
0^001
138^65!
| 1 !
1 |
4,001
6,571
4,62
0.001
138,651
� 1 \
1 |
4.101
6^5
4.591
0.001
138.65
� 1 !
1
4.20
6.571
4,571
0^001
138^651
1 |
1 1
4.301
6.56
4,551
O,OO|
138.65
1 |
1 }
4.401
6,561
4°53
O^OO|
138,651
|
1 i
4,50|
6.561
4°501
0,001
138.651
1 |
1 |
4°601
6,551
4,481
O,OO|
138,65!
1 1
1 (
4,701
6.551
4,461
0.001
138^65
1 |
1 |
',GO|
6~551
4,441
0^00
138.651
1 |
1
4^901
6.551
4,421
0.001
138,6 |
1 |
1 1
5^001
6.551
4^391
0.00!
138.651

, .
~
^^ `
, MAS[EFLOW^ 3-0 ^`GD
o
|LENGTH|SLOPE ! VEuOCITY |DEPTH � K1 / Kn 1 SOD 1 K2 ! NetPS|
}MILES |FT/MI | FPS | FT } /DAY | /DAY iMKM2D|/DAY 1MG/L/D
SEGMEN| 1 \ 5°001 24301 O,658 | 3^75 | 0.53 | O^OO | 0,01 1459; 0^0O|
REACH
ALL RATES ARE AT 23 DEGREES C.
*** INPUT DATA SUMMARY ***
I
FLOW
| CBOD
| NBOD !
D.O. |
|
=,====.=====,=========
CFS
} MG/L
I MG/L
MG/L !
SEGMENT 1 REACH 1 |
WASTE |
4,650
1110.000
| 0.000 (
0°000 i
HEADWATERS1134^000
| 2~000
\ 0^000 i
7^100
TRIBUTARY \
0,000
| O^OOO
! 0,000 i
04000 1
RUNOFF * |
0^000
} O^OOO
| 0^000 |
0^000 |
===========Zz=======an =====================================
* RUNOFF FLOW IS IN CFS/MILE