NCG550185_Wasteload Allocation_19820505

NPDES WASTEpp LOAD ALLOCATION ;
a' ��iv�ETi/ GvE,651'�ie �C ES/OE�✓[� S - S - g Z
a Facility Name: Date:
v Existing n Permit No. : lies lets s Pipe No. : OG County: eAAJDO�.Pff
e2 Proposed I XI
• OOO4S— Industrial (% of Flow) : Domestic (% of Flow) : �Oe� �O
Design Capacity (MGD) : )
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Receiving Stream: W9 .B4dSf/ eoeE- - Class: Sub-Basin: 03 - OCo - 0 9
2 BE��ET�
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�=. i2etereu,e USGS Quad: ecUAO2fA/ LE(Please attach) Requestor: Jay �TS�� Regional Office
.wiry E Zo SE
5 (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : P75°C- _ T Drainage Area: &' 5' mj Avg. Streamflow:
7Q10: C t6 Winter 7Q10: _ 30Q2:
q -/f
y Location of D.O.minimum (miles below outfall) : Slope: . 1. / '/*Yt11',
E Velocity (fps) : ()if ips K1 (base e, per day, 200C) : _ Air 5/ K2 (base e, per day, 20°C) : Q`9O
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co) Effluent Monthly 1Effluent Monthly
a Characteristics Average Comments Characteristics Average Comments
a. a005 _ .9 "‘3I� '
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Original Allocation 11 'EIg-- PLOVED
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Revised Allocation 1 ( Date(s) of Revision(s)
\S (Please attach previous allocation)
Iii\P epared By: 74#16 ,bit/1 Reviewed By: i . laDate: 6,- /�iso

•
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 . 347
'
********************* WASTELOAD ALLOCATION APPROVAL FOR
/ RECEIVED
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FACILITY NAME | KENNETH WEBSTER RESIDENCE
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TYPE OF WASTE | DOMESTIC
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' QUALITY Q0/.
COUNTY � RANDOLPH ' u�—^^--
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REGIONAL OFFICE WINSTON—SALEM REQUESTOR /��f
M WATSON
RECEIVING STREAM + BRUSH CREEK SUBBASIN 03-06-09
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7Q1O 0 ^ 2 CFS W7010 � C F S 3002 FS
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| DRAINAGE AREA + 16 ^00 SQ ^ MI ~ STREAM CLASS | C
RECOMMENDED EFFLUENT LIMITS Tr4'*******44*********'It
**
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WASTEFLOW ( S) ( MGD > + 0^ 00045 THIS ALLOCATION WAS BASED ON
BOD-5 ( MG/L) 30 A FLOW ESTIMAT� CONSIDERABLY
N H 3—N ( MG/L > — UPSTREAM OF T|1E DlSCHAR01E ,
D~ O , (MG/L ) SINCE SECONDARY LIMITS
PH ( SU ) PROTECTED WATER QUALITY ,
FECAL COLIFORM ( /100ML ) : — IT WAS NOT NECFSSARY TO
TSS ( MG/L CCO})NT FOR THE ADDITIOAL FLOH
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|
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FACILITY IS PROPOSED ( w / EXISTINE ( ) NEW ( )
LIMITS ARE � REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY �
|
� MODELER _DATE
SUPERVISOR , MODELING GROUP — DATE
REGIONAL SUPERVISOR f,2
PERMITS MANAGER � -- ---DATE
0 v � x
APPROVED BY �
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� DIVISION DIRECTOR �L�`—� — If.TE
| �

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:; **. MODEL. SUMMARY DATA 44*
1
DISCHARGER KENNETH WEBSTER RESIDENCE SUBBASIN 03-06-09
RECEIVING STREAM : BRUSH CREEK STREAM CI. ASS: C
7010 :: . 2 CFS WINTER 7010 : CFS
DESIGN TEMPERATURE: 25 DEGREES C . WASTEFLOW : 0 . 00045 MGD
ILENGTHISLOPE I VELOCITY IDEPTH I K1 1 Kr 1 Kr; 1 K2 1 010 I
I MILES I FT/MI I FPS 1 FT I /DAY I /i.DAY 1 /DAY 1 /DAY I r.FS/MI 1
1 1 I I I I I 1 I I I
SEGMENT 1 l 2 . 901 7 . 901 0 . 10 1 0 . 37 1 0 .51 10 . 51 10.00 1 0 . 70 1 0 . 00 1
REACH 1 I 1 I I 1 1 I I 1 1
ALL RATES ARE AT 25 DEGREES C .

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DISCHARGER : KENNETH WEBSTER RESIDENCE:.
RECEIVING STREAM BRUSH CREEK
WASTEFL.OW 0 . 00045 MOD L 110 MG/L )
SEG NO ! REACH I SEG MI 1 DO 1 CLOD 1 NBOU 1 FLOW 1
1 I 1 I 0 . 001 7 . 531 2 .381 0 .001 0 . 201
1 1 1 I 0 . 10 1 7 . 501 2 . 301 0 .0e) 1 0 . 201
1 I 1 I 0 . 201 7 . 471 2 . 231 0 . 001 0 . 201
1 I 1 I 0 . 301 7 . 441 2 . 16 1 0 . 001 0. 201
1 ! 1 I 0 . 401 7 . 411 2 . 101 0 . 001 0 .2.01
1 I 1 I 0 . 501 7 . 391 i . v31 0 .001 0 . 201
! 1 I 1 I 0 . 60 ! 7 . 371 1 . 971 0 . 001 0 . 201
1 I 1 I 0 . 701 7 . 361 1 . 911 0 . 001 0 . 201
1 I 1 1 0 . 801 7 . 341 1 . 251 0 .001 0 .201
1 1 1 I 0 . 901 7 . 331 J .801 0 . 001 0 .201
1 I 1 I 1 . 001 7 . 321 1 . 741 0. 001 0 .201
I 1 f 1 I 1 . 101 7 . 321 1 ♦ 691 0 .001 0 . 201
1 I 1 I 1 . 201 7 . 311 1 . 641 0 . 001 0 . 201
1 I 1 I 1 . 301 7 . 311 1 . 591 0 . 001 0. 201
1 I 1 I 1 . 40 1 7 . 301 1. . 54 ! 0 . 001 0 . 201
I 1 I 1 I 1 . 501 7 . 301 1 . 49 1 0 . 001 0. 201
R 1 I 1 I 1 . 601 7 . 301 1 . 44 1 0 .001 0.201
1 I 1 I 1 . 701 7 . 311 1 . 401 0 . 001 0 . 201
I 1 I 1 I 1 . .01 7 . 311 1 . 361 0 . 001 0 . 201
I 1 I 1 I 1 . 901 I 7 . 321 1 . 321 0 .001 0 .201
1 1 1 I 2 . 001 7 . 321 1 . 281 0 . 001 0..:0 1
1 I 1 1 2 . 101 7 . 331 1 . 24 ! 0 . 001 0 . 201
1 I 1 I 2 . 201 7 . 341 1 . 201 0 . 001 0 .201
I 1 I 1 I 2 . 301 7 . 341 1 . 16 1 0 . 001 0 .201
1 I 1 I 2 . 401 7 . 351 1 . 13 1 0 . 001 0.201
I 1 I J. I 2 . 501 7 . 361 1 . 091 0. 001 0♦ 20 !
1 1 I 1 I 2 . 601 7 . 371 1 .061 0. 001 0. 201
1 I 1 I 2 . 701 7 . 381 1 . 03 ! 0. 001 0 .201
1 I 1 1 2 . 801 7 . 401 0 . 991 0 .001 0.201
I 1 1 1 I 2 . 901 7 . 41 1 0 . 961 0 . 001 0 . 201