NCG550261_Wasteload Allocation_19840213

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Engineer Date Rec.-
NPDES WASTE LOAD ALLOCATION 1 c) a -AI 3D-7 8
Facility Name: ( f rv�e J P P S i CI tp VI C P � 'i�, J C f'o'" �) Date: -2-A - 0 7 '
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v Existing n C3 Pipe No. : � lPermit No. : County: B,-- 1/1 e C1 i41CJ&
o Proposed I L I
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Design Capacity ( ) : 15-6 �" 0 Industrial (% of Flow) : Domestic (% of Flow) : / 631
Receiving Stream: K L r pl yO 4 ( e- e PA Class:Class: ig-g Td✓Sub-Basin: G9 3—."
= ft�/� _ /
.2 Reference USGS Quad: C q Out (Please attach) Requester: ���� i ' Regional Office �'G/
co
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : 20 O C Drainage Area: ` ,k" (� Avg. Streamflow:. C) C'
I7Q10: . C9, "i e -Ps Winter 7Q10: t • `� <'}S 30Q2:
Location of D.O.minimum (miles below outfall) : lSlope: 3�> �P ca
411.1
Velocity (fps) : �I( K1 (base e, per day, 20°C) : �' `I� K2 (base e, per day, 20°C) : gEffluentMonthlyEffluentMonthly
CharacteristicsAveragennCommentsCharacteristicsAverageComments2>0
�SSS3° � �1r������ <1-� I000 /ice , -
t
Original Allocation ;/'
,.P .x R ;± a y +i
Revised Allocation 1 1 Date(s) of Revision(s) i.
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(Please attach previous allocation)
Confirmation
�J Prepared By: u.r �u(1 r Reviewed By: 4-izil.re'ltil U��-L-'(if/ Ott-x-e— Date: . M /oP - y
u

For Appropriate Dischargers, List Complete Guideline Limitations Below
4
Effluent Monthly Maximum Daily
Characteristics Average Average Comments
Type of Product Produced Lbs/Day Produced Effluent Guideline Reference

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REQUEST NO , 827
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********************* WASTELOAD ALLOCATION APPROVAL FORM
^
FACILITY NAME AR*M-tT RESIDENCE
TYPE OF WASTE t DOMESTIC
COUNTY BUNCOMBE
REGIONAL OFFICE ASHEVILLE REQUESTOR 1 HELEN FOWLER
RECEIVING STREAM ROBINSON CREEK SUBBASlN t 040302
7Q10 1 0 ^ 0 CFS W7010 : ( A CFS 3002 41 CFS
DRAINAGE AREA STREAM CLASS :A-II , TR
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************************ RECOMMENDED EFFLUENT LIMITS ��*���***
�6H
WATER QUAL[TYSLUTi01m
WASTEFLOW (S ) (MGD) ^00045 -
BOD-5 (MG/L ) 1 30
NH3-N ( MG/L) �
D . O. (MG/L)
PH (SU) 6-9
FECAL COLIFORM (/1OOML) ! 1000 «ov '
TSS ( MG/K ) 30
RES CL- (MG/L)
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FACILITY IS : PROPOSED ( °~ ) EXISTING ( > NEW ( )
LIMITS ARE 1 REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY !
MODELER � - -K��- ATE
SUPERVISOR, MODELING GROUP � DATE
REGIONAL SUPERVISOR DATE 1,��`� 'c� '� -r
^^ ��
~ ��~
PERMITS MANAGER DATE

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•r• •• * MODEL SUMMARY DATA *:l.
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DISCHARGER : CRAMER RESIDENCE SUBBASIN : 0403.0 '
RECEIVING STREAM ROBINSON CREEK STREAM CLASS: A-IipTR
701.0 1 . 3 CFS WINTER 7010 : CFS
DESIGN TEMPERATURE Y 20 DEGREES C . WASTEFLOW : . 00045 MOD:
1 LENGTH I SLOPE I VELOCITY I tiEPTH i K1 I Kn I SOLD I K2 I NetPS I
I MILES I FT/MI I FPS I FT I /DAY I /DAY I MC/M2P I /rlAY. I MCA/L./ri 1
I . I I I I I I I i I
SEGMENT 1 1 0. 101 33.301 0. 148 10 .77 10.44 10 .00 I 0 . 01 8. 851 0 .001
REACH 1 I I I I I I I I I 1
I I I I I I I I 1 I
SEGMENT 1 I 0 .60 1 33 .301 0. 155 I 0.79 1 0.44 I 0.00 1 0. 01 9.301 0.001
REACH 2. 1 I I I I I I I 1
ALL RATES ARE AT 20 DEGREES C .
**K INPUT DATA SUMMARY ***:
FLOW I COD I NBOD I D .O . I
CFS I MG/L.. I MG/L I MG/L I
I I I I
SEGMENT 1. REACH 1 I I I I I
WASTE I 0 .001 1 110.000 I 0 . 000 I 0.000 I
HEADWATERS I 1 . 300 1 2.000 I 0 .000 I 8 .300 1
TRIBUTARY I 0 .000 I 0 . 000 I 0. 000 I 0. 000 I
RUNOFF * I 0 .2.70 I 2 .000 I 0 .000 I 8.300 I
I I I I I
SEGMENT 1 REACH 2
WASTE I 0.000
.000 0 .000 0 .000
.000 0 .000
TRIBUTARY 04060 II 43 . 30 I 0.000 I 6. 960 I
RUNOFF * I 0 .270 I 2 .O00 I 0.000 I 8 .300 I
>< RUNOFF FLOW IS IN CFS/MILE

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********** MODEL RESULTS **********
DISCHARGER ZCRAMER RESIDENCE
RECEIVING STREAM | ROBINSON CREEK
**********************************************************************
THE END D, O ^ IS 806 MG/L
THE END CBOD IS 3^ 27 MG/L
**********************************************************************
THE END NBOD IS 000 MG/L
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THE D ^O ^ MIN^ OF SEGMENT 1 IS 8 ^ 30 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT O
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 O MG/L OF NBOD
THE REQUIRED EFFLUENT D . O. IS O MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 4 ,5E-4 MOD
THE WLA FOR SEGMENT 1 REACH 2 IS O MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS O MG/L OF NBOD
THE REQUIRED EFFLUENT D .O ^ IS O MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 2 IS O MGD