NCG550091_Wasteload Allocation_19820423

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Engineer Date Rec. #
pp NPDES WASTE LOAD ALLOCATION 0 �
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a Facility Name: Psi Date: ¢'.-Z�-�Z .
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coy Existing I /� 1 Permit No. • o�eo© 41 9 a� Pipe No. : t County: _ ` p"
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w62. 0004.E Industrial (% of Flow) : Domestic (% of Flow) :
Design Capacity (MGD) :
Receiving Stream: gica.-....LICCALLA_ Class:
C- Sub-Basin: _ O 3-‘) 7'6
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o Reference USGS Quad: C tri50 (Please attach) Requestor: /�v6 ALL- Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
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Design Temp. : d,h('-e Drainage Area: '`1 .lc) coc Avg. Streamflow: 'i, q C
7Q10: 3 1 1 C- S Winter 7Q10: 30Q2:
12, Location of D.O.minimum (miles below outfall) : C-, Slope: _ is: ,, 5 lrglt
E Velocity (fps) • Kl (base e, per day, 20°C) : O . t5i K2 (base e, per day, 20°C) : ; ' I1
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.r Effluent Monthly Effluent Monthly
a) Characteristics Average Comments Characteristics Average Comments
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Original Allocation ' VI —PIEDEID
Revised Allocation Date(s) of Revision(s)
(Please attach previous allocation)
Confirmation
6��✓ Prepared By: �E 1'1 fl i•L r Pi,V?1, l''N Reviewed By: 4 (�f Date:
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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
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^'^ REQUEST NO . 443
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WASTELOAD ALLOCATION APPROVAL FORM
� RECEIVED
/ North n"a=",
� Regional Office
FACILITY NAME | JOHN E . BROWN RESIDENCE
TYPE OF WASTE i DOMESTIC �
COUNTY FORSYTH ' SAIM QUAUTT P8�^
REGIONAL OFFICE I WINSTON-SALEM REQUESTOR | KINS`
RECEIVING STREAM BLANKET CREEK SUBBASIN : YAD02
7010 : O - 1 CFS W7010 : CFS 3002 CFS
DRAINAGE AREA 1 4 ^ 60 SQ ^ MI - STREAM CLASS k..
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RECOMMENDED EFFLUENT LIMITS
� WASTEFLOW ( S ) (MGD) Z 0 ^ 00045
� BOD-5 ( MG/L ) 30
NH3-N ( MG/L ) �
D . O . ( MG/L ) �
PH ( SU ) 6-9
� FECAL COLIFORM ( /100ML ) : J��N��
TSS ( MG/L) 1 30
FACILITY IS 1 PROPOSED ( ) EXISTING (\^K NEW
LIMITS ARE 1 REVISION ( ) CONFIRMATION ( ) OF THCSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY :
MODELER IATE : /-- 7
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� SUPERVISOR , MODELING GROUP � --����4^�,*�--����-���«���I ATE
REGIONAL SUPERVISORA T E
PERMITS MANAGER � --v�~�"�»— -�� �"- DATE
APPROVED BY �
DIVISION DIRECTOR � �- �-.1/�����^� 1/�^' '~���-��D�TE � I�IX4
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DISCHARGER . JOHN E BROWN FESIDENC . SUBBASIN YAUO 1
RECEIV:I'Ni STREAM BLANKET :REEK: STPEAm CLASS . C
;'OL.0 0 . 1 CPS WINTER 71:41.0 CFS
DESIGN TEMPERATURE s 25 DEGREES C . WASTEFLOW 0 . 00045 MOD
I L.ENGTH I SLOE'S:: I VELOCITY I DEPTH I K1 I Kr I Kra I K2 I Ora I
I MILES I FT/MI I FF'S I FT I /UAY I ./DAY I /DAY 1/DAY ICES/ Mil
1
1 LGME:N"I 1 ! 0 . 701 10. 50 i 0 . 10 I 0 . 2 f 0 . 54 I 0 . 54 I 0 . 00 I 2 . 11 I 0 . 03 I
REACH !.
ALL RATES ARE. (LA 25 DEGREES C ,

********** MODEL RESULTS
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DISCHARGER QOHN E . BROWN RESIDENCE
RECEIVING STREAM ! BLANKET CR
THE END D . O . IS 7 ^ 67 MG/L
THE END CBOD IS 2 ^ 10 MG/L
THE END NBOD IS O ~ OO MG/L
THE D . O . MIN . OF SEGMENT 1 IS 7 ~ 51 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 129 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 MGD
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