NCG550260_Wasteload Allocation_19831122

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NPDES WASTE LOAD ALLOCATION . / i g .-
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a Facility Name: ���R� C�R�Gy� � � �� Date:
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0 Existing I t Permit No. • - CD S Pipe No. : oo/ County: ��N
cp ' Proposed
' Design Capacity (MGD) : • ���_ Industrial (% of Flow) : Domestic (% of Flow) : _ /c9e, 9'
�7 �T o� -68�6
_ Receiving Stream: Zoi✓G C-_REEi" Class:_di _lL Sub-Basin:
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.2 Reference USGS Quad: (Please attach) Requestor: Regional
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : 2,5°C Drainage Area: I1-1• 6 2 Avg. Streamflow:
7Q10: 1•11 C CS Winter 7Q10: 3-`1 t-fs 30Q2: y
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a' Slope:a Location of D.O.minimum (miles below outfall) :
Velocity (fps) : K1 (base e, per da 062rC) : '- y7- K2 (base e, per day, 2f0°C) : 2
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(0) I Effluent Monthly Effluent Monthly
w Characteristics Average Comments Characteristics Average Comments
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1 PLOTT ED ,
Original Allocation
: Revised Allocation Dates) of Revision(s)
(Please attach previous allocation)
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For Appropriate Dischargers, List Complete Guideline Limitations Below
1
Effluent Monthly 1 Maximum Daily
Characteristics Average Average Comments
Type of Product Produced Lbs/Day Produced Effluent Guideline Reference

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^ - ° REQUEST NO . 765
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********************* WASTEL0AD ALLOCATION APPROVAL FORM *********************
FACILITY NAME LARRY WRIGHT REBID .
TYPE OF WASTE DOMESTIC
COUNTY GASTON
REGIONAL OFFICE MOORESVILLE REQUESTOR : MIKE PARKERU' `/
RECEIVING STREAM LONG CREEK SUBBASIN : 030836
7Q10 : 1 , 4 CFS W7010 : 3 ^ 4 CFS 3002 4 ^ 8 CFS
DRAINAGE AREA t 14 ^6 SQ ^MI ^ STREAM CLASS : A-II
�
************************ RECOMMENDED EFFLUENT LIMITS
�
PSI'
,
WASTEFLOW( S) ( MGD ) ^0009 �� �� �� �� 8 �� �� �� �
�� �� �� �� K Yy �� Y.�
BOD-5 ( MG/L ) 30 �-
NH3-N ( MG/L ) � 1 �� ���� ���� (`
D^O^ ( MG/L ) � \A'N � v .^�-r °»w� �
PH ( SU) i 6-9 r / ���r
FECAL COLIFORM ( /1OOML) � TY ��,|�0� � ~~^~\^^
(9.» ` � - -
FECAL � �� ��� �M A N�!'
TSS ( MG/L ) � 3O ' ^
�
��
FACILITY IS : PROPOSED ( '^ ) EXISTING ( ) NEW ( )
�
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY :
l MODELER ,LAC WAV"
DATE � _ J � � �f. .SUPERVISOR , MODELING GROUP �- DATE
| REGIONAL SUPERVISOR
'
PERMITS MANAGER
�

1 �3 i83
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•
oo6
/. o
2• I 41 3 q, Vosz) °'
AA: 1,4.6
• d = tG 7, 131, g
es) fit o =
W3Q(17 3•4/ oZ : Zo AA Z
5011.12.
66 0 7_0/
"460 k ,S3

********** MODEL RESULTS *******. **
DISCHARGER :LARRY WRIGHT RESIDENCE:
RECEIVING STREAM : LONG CREEK
*T.Y.***.**•****.. ******.**.*************TAT*******TAT***.*TAT*******************
THE END D . O . IS 7 .90 MG/L.
*.***********.**********************************************************
THE END CBOT' IS 1 .61 MG/L
:**: ***************:*********************************************** :****
THE END NBOD IS 0 .00 MG/L
*****************:**: : ******:*****:**************************************
THE D. O . MIN . OF SEGMENT 1 IS 7 . 55 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. O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 9 .0E--4 MGD
**********************************************************************

.
' . • . *** MODEL SUMMARY DATA ***
DISCHARGER LARRY WRIGHT RESIDENCE SUBBASIN : 030836
RECEIVING STREAM LONG CREEK STREAM CLASS: A-II
7010 1 . 4 CFS WINTER 7010 : 3 .4 CFS
DESIGN TEMPERATURE 25 DEGREES C. WASTEFLOW : . 0009 MGD
1 LENGTH I SLOPE I VELOCITY I DEPTH I K1 I Kri 1 SOD 1 K2 I NetPS I
I MILES I FT/MI I FPS I FT I /DAY I /DAY I MG/M 'D I /DAY I MG/L /D I
------------------
1 I I I I I I I I 1
SEGMENT 1 I 1 . 001 11 . 001 0. 106 I 0.96 I 0 . 47 I 0 . 00 I 0 . 01 ' . 33 1 0 .001
REACH 1 I I 1 I I I I 1 1 I
ALL RATES ARE AT 25 DEGREES C .
*** INPUT DATA SUMMARY ***
I FLOW I CBOD I NBOD 1 D.O.
CFS I MG/L.. I MG/L I MG/L I
I I I I I
SEGMENT 1 REACH 1 I I I 1 I
WASTE I 0 . 001 1110 . 000 I 0 . 000 I 0. 000
HEADWATERS I 1 . 400 I 2 .000 I 0 .000 I 7 .560 I
TRIBUTARY I 0 . 000 I 0 . 000 I 0 . 000 I 0. 000 I
RUNOFF * I 0 . 100 I 2 . 000 I 0 . 000 I 7 . 560 I
* RUNOFF FLOW IS IN CFS/MILE