NCG550178_Wasteload Allocation_19820319

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2t/2//U 2--1 Engineer Date Rec. #
NPDES WASTE LOAD ALLOCATION IPJ g- 9 /5
+• /7 lAwIS K.eS id ew (14 ) Date: 3 -t T x_ .4
g� Facility Name:
v e.&55O/ 7 8
v Existing Permit No. : Pipe No. : 0 O / County:
CP Proposed n
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• Design Capacity (MGD) : 0. O O / Industrial (% of Flow) : O Domestic (% of Flow) : /6 G
Z' (...) C1(..Qw0CJyZS CAe�IL- Class: e Sub-Basin: 03- OY"3 1-
_ Receiving Stream: (
ea C
▪ Reference USGS Quad: (Please attach) Requestor: ��t Re 1 Office ��
°C (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : _"� rC — Drainage Area: Avg. Streamflow:
7Q10: 0.0 G15 Winter 7Q10: Os 0 � 30Q2: 0. °�C('�
d Location of D.O.minimum (miles below outfall) : tt P ,[
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Velocity (fps) : , K1 (base e, per day, 20°C) : t� K2 (base e, per day, 20°C) : 7'�(
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Original Allocation I `' A
Revised Allocation fl Date(s) of Revision(s)
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(Please attach previous allocation)
Confirmation
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�' Prepared By: 1(::22-::\))
ewed By:M�� Revi
Date:Le.41484-# v�`")

For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent Monthly Maximum Daily
Characteristics Average Average Comments
Type of Product Produced Lbs/Day Produced Effluent Guideline Reference

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• •,, REQUEST NO . : 345
**:**4*4:*:*:*:* :4*****:**:*: WASTELOAD ALLOCATION APPROVAL FOPm *** ** '4******** # ****
FACILITY NAME : ADAMS RESIDENCE
TYPE OF WASTE : DOMESTIC
COUNTY : GASTON
REGIONAL.. OFFICE : MOORESVILLE REQUESTOR : DAVE ADKINS
RECEIVING STREAM : UT CROWDERS CREEK SUBBASIN 030837
/U10 . 0 . 0 CFS U7010 . 0. 0 CFS 3002 . 0. 0 CFS
DRAIi!h,GE: AREA . 0 . 0 " SQ MI . STREAM CLASS :C
1 ;, **:**:****:*:$:*:*::#:*:*:*.*4:*::#:*:*: RECOMMENDED EFFLUENT LIMITS *:****:# #**4 } Mi *;4:*1(:**:#:#r
WASTEFLOW ( S ) ( MGI! ) : 0 . 001
DOD-a (MG/L ) : 11
NH3-N ( MG/L ) : 4
D . O . ( MG/L )
PH ( SU , : a-8 . 5
FECAL COLIFORM ( /100ML ) : 1000
TSS ( MG/L ) : 30
****:******* #:*****:*:************:*******44 *****:**:***: 4*:4*:* :***;;c.444iz::¢ ;4*4 i 444**='k4**4
1
1 FACILITY IS : PROPOSED ( ) EXISTING ( ) NEW ( )
I...l:MITS ARE : RE:VISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED B`f :
MODELER : .1/1.A.ke..-, g- -- ----.DATE : II
: -17Z -.. W DATE : SI1�/�� Z..
`=UF'ER'Y'I'�ORsMODELING GROUP
NE:GIONAL SUPERVISOR : ._Z1dP __ ... _._DATE : . z-e'eZ
F'ERilI1-S MANAGER : ._ ._WL'F. .11 Lb IA.__I!ATE : _s-Z1= -2-.
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( i='F'ROvE:I! I:Y .
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DIVISION DIRECTOR : ___ _ _._ I!ATE _.. 1 ____
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MODEL RESULTS **********
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DISCHARGER tADAMS RESIDENCE
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RECEIVING STREAM : UT CROWDERS CREEK
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lHE END D . O . IS 5 , 07 MG/L
THE END CBOD IS 21 ^ 44 MG/L
THE END NBOD IS O ^ OO HG/L
THE D . O . MIN . OF SEGMENT 1 IS 5 ^07 MG/L
lHIS MINIMUM IS LOCATED AT SEGMEN [ MILEPOINT 0 ~ 3
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 27 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS O MG/L OF NBOD
THE REQUIRED EFFLUENT D . O . IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 1 ^ 0E-3 MGD
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Si, * MODEL SUMMARY DATA **-*
DISCHARGER ADAMS RESIDENCE SUBBASIN 030837
RECEIVING STREAM UT CROWDERS CREEK STREAM CLAWS : C
7010 t 0 . 0 CFS WINTER 7010 : 0 .0 CFS
DESIGN TEMPERATURE 25 DEGREES C . WASTEFLOW i 0 .001 MOD
I LENGTH I SLOPE I VELOCITY ! DEPTH I K1 I Kr I Kra I K2 I Oru I
IMILES IFT/MI I FPS I FT I /DAY I /DAY I /DAY I /DAY ICFS/MII
1 I I I I I
SEGMENT 1 I 0 . 301 93 . 101 0 . 10 I 0 , 09 I 1 . 26 I 1 . 26 1 0 . 00 I 8 . 20 1 0 . 00 1
REACH 1 I I i ! I 1 I I I f
ALL RATES ARE AT 25 DEGREES C .