NCG550185_Wasteload Allocation_19820421

NPDES WASTE LOAD ALLOCATION T.
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a Facility Name: L •
Date:
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° Existing sJ Permit No. : , OO ��O S Pipe No. : OU / County: /'-'1�✓dl /g
0 Proposed I l
a Design Capacity (MGD) : 0 00O S Industrial (% of Flow) : Domestic (% of Flow) : roof.
:
1.. e r«,1L D `1
Receiving Stream: L~i Class: � Sub-Basin: 3 " b` � �
ea ��)) Q
�` Reference USGS Quad: (Please attach) Requestor: �/.d fan cIPAA 1 Office ` !4F'
ce
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : a50e_- Drainage Area: CO31 546 )17/ Avg. Streamflow: • O AD 3 4,„
7Q10:. 0 de Winter 7Q10: U 30Q2:
��3 /Location of D.O.minimum (miles below outfall) : // Slope: �'f
E Velocity (fps) : ©L ' p' K1 (base e, per day, 20°C) : ��aCP K2 (base e, per day, 20°C) : i 5 a
0
(*I Effluent Monthly Effluent Monthly
as Characteristics Average Comments Characteristics Average Comments
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CW
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Do
Pi 1 2.- 41
( A
_ 7ss �o ' I
Original Allocation i
I � I
Revised Allocation I I Date(s) of Revision(s)
(Please attach previous allocation)
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Pepared By: 7'/ 1 Reviewed By: Date:.4 - ?_
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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

REQUEST NO . : 332
***:**:******:**:****:a #:*:* WASTEI_OAD ALLOCATION APPROVAL. FORM **:** 4*4**ii:.#:..**4$****
I'=ACIL.ITY NAME : PROPOSED WEBSTER RESIDENCE
TYPE OF WASTE : DOMESTIC:
COUNTY : RANDOLPH
REGIONAL OFFICE : WIN S1'ON- SALE:M REQUESTOR : DAVE ADKINS
RECEIVING STREAM : UT BRUSH CREED: CUBBASIN : 03-06-09
010 : 0 CFS W7010 : CFS 3002 : CFS
[.DRAINAGE AREA : 0 . 03 00 .MI . STREAM CLASS : C
**********:************** RECOMMENDED EFFLUENT LIMITS *:k****:****# t***:**:*:******
I.,IASTEFI_OW ( S ) ( MGD ) : 0 . 0005
IC)D ( MG/L) : 17 QED
Nora at.iMam
NH3-N ( MG/L ) : 12 a e Offtc.
D . O . (MG/L ) : 5
PH ( SU ) : 6-3 . a MAY 19 198?
FECAL COL..I FORM ( /100ML ) : 1000
TSS ( MG/L ) : 30
/ATER QUALITY DIV.
*:******:********************* 44****:*******:*:*:441**:*:4:4:#:*;*:4**:*******:4* K***4.444****
FACILITY IS : PROPOSED ( EXISTING ( ) NEW (
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY :
MODELER --- -
SUF'ERVISOR . MODELING GROUP : .....__ .._ _ DATE « _0 /ft
REGIONAL. SUPERVISOR : .. ... ..*I41/(L .._ _.DATE : __Y-0 2-
PERMITS MANAGER « b'i)VIIATE
APPROVED BY :
DIVISION DIRECTOR

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**O(. MODEL SUMMARY DeTA **-*'
DISCHARGER : WEESTER RESIDENCE SUBBASIN : 03-06-0Y
RECEIVING STREAM : UT BRUSH CREEK STREAM CI. ASS: C
7010 : 0 CFS WINTER ?010 : CFS
DESIGN TEMPERATURE : 25 DEGREES C . WASTEFLOW : 0. 0005 MOD
I LENGTH I SLOPE I VELOCITY I DEPTH I K:1 I Kr I Kr; I K2 I Oro I
I MILES I FT/MT. I FPS I FT I ;DAY I/DAY I /DAY I /DAY I CFS/MI I
I I I I I I I I ! I
SEGMENT 1 I 0 . 301233 . 001 0 . 10 10 . 0 ' 1 . 26 11 . 26 10 . 00 120 . 52 10 . 00
REACH 1 I 1 1 I I I I I f I
I 1
SEGMENT 1 I 1 . 001 3 . 301 0 . 10 i 0 . 31 10. 51 10 . 51 10 . 00 10 . 73 0. 00 I
REACH 2 I I
ALL RATES ARE AT 25 DEGREES C .

•
. : Y *:*::* MODEL RESULTS 4<*:-*** :*4:*.
DISCHARGER :PROPOSEDWEE�STEF; RESIDENCERECEIVING STREAM : UT BRUSH CREEK
:4**4*44*:*.4*:4*.4*444*.4*Wyk.44.44.*:444*:4.4:*:*:*4*4:4.4*.****44.444.44*44.*44*44*.444:4*:r:
1HE END D . O. IS 6 . 96 MG/L
************:.::4*:4:**********:4..4**4*4**4*********;4****:4****:*44*4:*:4:4:4*4***4
THE END CBOD IS 3 . 06 MG/L
***********:******4:4 **:**:4:****************44*4*::4::44***4*44*:***:44:**:4**4***
THE END NBOD IS 0 . 00 MG/L
:4*4:***:*********4 44******4*4********:***:4**************4****4:4:****:44***:4
THE D . U . MIN . OF SEGMENT 1 IS 4 . 91 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEF'OINT 0 . 2
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 65 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L. OF NBOD
THE REQUIRED EFFLUENT D . O . IS 6 MG/L.
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 5 . 0E-4 MOD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF CBOT'
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D . O . IS 0 MG/L.
THE WASTEFLOW ENTERING SEG 1 REACH 2 IS 0 MGD
:4*:*********4.444:4**************:***:**.****:'**4**************************
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