NC0041157_Wasteload Allocation_19931202 (7)

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- REQUEST N�. � 813
***** WASTELOAD ALI .00ATION APPROVAL FORM ******************�**
FACILITY M E
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7Q1O S
DRAINAGE AREA
I CALDWELL CO^-DUDLEY SHOALS SCHOOL
�
DOMESTIC
� CALDWELL
+ M0-ORESVILLE REQUESTOR �
+ UT -U~ LITTLE RIVER SUBBASlN �
W7Q1 C F S 301 11-4 2 �
� ,44 SQ~MI~ STREAM CLASS
HFLEN FOWLER
03O832
0 CFS
�C
************************ RECOMMENDED EFFLUENT LTMITS ************************
C�. ������ -L�'���_
WASTEFLOW(S) (MGI)) "&
/���
BOD-5 (MG/L= " 15 22
NIA 3-N (M8/LL.��x�U\�\�`8, 15
D.O, (MG/L��»�=p�'6 6
PH (S U) `` ���5 6 8 5
����� - ^ E F ECA L COLIFORM (/1OOML�� 1000 1OOO RC %�
TSS (�G/L> � 3 3O �~
,
y�, q.��<} ���� ��a�
y`
~�
FACILITY IS " PROPOSFD ( ) EXISTING (L' ) NEW ( )
.~�
LIMITS ARE 4 REVISION ( - ' CONFIRMATION ( ) OF THUSF PRFVIOi}SLY I::--" FP
REVIEWED AND RECOMMENDED BY�
MODELER +- A T F
SUPERV I SOR , MODEL I NG GROUP � /nZ�� ATE
- x � '
^n�
REGIONAL SUPERVISOR y��^---��l���-- DATE

�c t�
i L
L =. 6 "
L it
r
r
DA _ ,Z Z
�ald�a
>'k
0- p'- ` 0.5©
A*

. . .. . .-. . '
. . . . .
********** MODEL RE ULTR. **********
DISCHARGER �DUDLEY SHOAiS-WINTER
RECEIVIN8 STREAM UPPER LITTLE RJVER
**********************************************************************
THE END D^O 5,57 MG/L
'
THE'END CBOD IS 47^28 MG/L
THE END NBOD IS 0.00 MG/L
** ********************
THE D^O^ MIN^ OF'SEGMENT 1 IS 4°47 M8/L .
THTS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0^2
WHICH IS LOCATED IN REACH NUMBER 1
THE W LA F OR SEGMENT � REACH 1 IS 75 MG/L OF CBOD
THE WLA FO S - GMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT 711 ~ IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 7S 0°004 MGD
**********************************************************************

********** MODEL RESULTS **********
DISCHARGER oCALDWELL CO^ — DUDLEY SHOALS
RECEIVING STREAM ITTLE RIVER TRIB
'
THE END D^O^ IS 5^59 MG /L
*************************************************************�********
THE END CBOD IS 61^27 MG/L
*************************************************************�********
THE END NBOI'S IS 0^O0 M8/L
**********************************************************************
THE D^ O^ MIN^ OF SEGMENT 1 IS 5^08 MG/L
THIG MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.2
WHICH IS LOCATED IN REACH NUMBER 1
THE W OR SEGMENT 1 REACH I S 82 M /L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D^O^ IS 6 MG /I
THE WASTEFLOW ENTERING S E G 1 REACH 1 IS 0^004 MGD
**********************************************************************
j "4.'

WINTER MQDEL
*** INPUT DATA SUMMARY ***
|
FLO
. .
SUMMARY
DATA ***
i
DISCHARGER
'
� DUDLEY SHOALS
SUBBASIM i
03O832
RECEIVING
STREAM
� UT-LITTLE RIVER
0^0O6 (
STREAM CLASS�
C
6^000 }
7Q10
O^0O0 \
� 0 CFS
| 0^000 1
WINTER 7Q10 A
0 CFS
0,000 \
DESIGN TEMPERATURE
| 0^0O0 |
DEGREES C.
| RUNQFF
=========================================================
WASTEFLOW �
^004 MGD
\ 0^000 \
01-000 |
�LENGTH)SLQP
8
E | V-OCITY
i�E7PT1-11
\ K1 Kn | SOD
} K2 i
NetPS!
================================================================================
|MILES �FT/MI
| FPS '
| FT
� /DAY � /DAY |M�/M2D|/DAY
|MG/L/D|
SEGMENT 1
i 0^60{
73^00) 0~100
� O^09
} 0~79 | 0^OO
It |
11.79|
|
0^00| |
=======================================
I'M ========================================
ALL RAT�S ARE
AT 15
DEGREES C^
|
WINTER MQDEL
*** INPUT DATA SUMMARY ***
|
FLO
CBAD
i NBOD
i
r |
MG/L
\ MG /L |
�
SEGMENT 1 REACH 1 1
� WASTE \
0^0O6 (
82^000
| 04000 If
6^000 }
� HEADWATERS\
O^0O0 \
0^000
| 0^000 1
0^000 \
| ' TRIBUTARY |
0,000 \
0^000
| 0^0O0 |
0,000 |
| RUNQFF
=========================================================
0^000 |
0^000
\ 0^000 \
01-000 |
=========================================================
* RUNOFF
FLOW IS
IN CFS/MILE

********** MODEL RESULTS **********
DISCHARGER �DUDLEY SHOALS SCHOOL
RECEIVING STREAM �UT-UPPER LITTLE RIVER
**********************************************************************
THE END D^O^ IS 5^63 MG/L '
**********************************************************************
�
THE END CBOD IS 29^63 MG/L
|
**********************************************************************
THE END NBOD IS 0^00 MG/l...
THE D^O^ MIN° 0 1 SEGMENT 1 IS 4+95 MG/L -
i THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0^2
' WHICH IS LOCATED IN REACH NUMBER 1
| THE WLA FOR SEGMENT 1 REACH 1 IS 47 MG/L. OF CBQD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBQD .
THE REQUIRED EFFLUENT B.O. IS 6 MG/L .
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0^004 MGD `
/ **********************************************************************

.. Al
. . .
FLOW |
� .`.
.
MODEL SUMMARY DATA ***
\ NBOD }
D^O^ I
I
i DISCHARGER
MG/L
-
DUDLEY SHOALS
SCHOOL
SUBBASIN
� 030832
RECEIVING
WASTE 1
UPPER LITTLE
474000
STREAM CLASS%
C
HEADWATERS!
O^000 It
7Q10
| 0^000 I
| 0 CFS
TRIBUTARY It
WINTER 7Q1O
0~000
\ 04000 \
00000 \
DESIGN TEMPERATURE
0^00O �
4 25 DEGREES C.
1 0^0O0 \
WASTFFLOW
O04
MGD
|LENGTH\SLOPE
� VELOCITY
�DEPTH
i K1 1 Kn
} SOD i
K2
� NetPS!
================================================================================
|MILES |FT/MI
I FPS
\ FT
( /DAY ( /DAY
\MG/M2D\/DAY
| MG/ i/D�
GEGMENT 1
1 0.6O\
73^00| 0^100
| O~09
i 1.26 | 0^00
\ 0^0i
�4^65{
0^O0}
| ================================================================================
|'
!
ALL RATES ARE
AT 5
DEGREES C.
\ SUMMER MQDEL
*** INPUT DATA SUMMARY ***
i
FLOW |
CBOD
\ NBOD }
D^O^ I
I
CFS \
MG/L
| MG/L |
MG/L |
SEGMF NT 1 REACH 1. 1
WASTE 1
'04006 1
474000
| 04000 |
6^000 |
HEADWATERS!
O^000 It
0^000
| 0^000 I
0^000 |
TRIBUTARY It
0^000 \
0~000
\ 04000 \
00000 \
RUNOFF * |
=========================================================
0^00O �
0^000
1 0^0O0 \
0^000 !
=========================================================
* RUNOFF FLOW IS TN CFS/MILE
r

DISCHARGER
�
� RECEIVING STREAM
. �
********** MODEL RESULTS **********
�D LID LEY SHQ Ad- S-WINTER
�UT-UPPER LITTLE RIV.R
. -
********************************************************** Al. ***********
THE END D^O^ IS 6^11 MG/L
**********************************************************************
THE END CBQD IS 41^61 MG/L '
**********************************************************************
THE END NBOD IS 0^O0 MG/L
**********************************************************************
THE D^O^ MIN^ OF SEGMENT 1 IS 5^32 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MIiEPOINT 0^?
WHICH IS LOCAT17D IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 66 MG/L OF CBOD -
THE W L A FOR SFGM NT 1 REACH 1 1 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D^O^
THE WASTEFLOW ENTERING SEG 1 REACH 1 I 0^004 M
********************* Ail. *****�************'*****************************