NC0043974_Wasteload Allocation_19830727

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Permit No.: )1Cd9C 13?-2-1`' Pipe No.: 04o / County:
Date: 6 `lpz
Design Capacity (MGD): 0. OtD L Industrial (% of Flow): Domestic (% of Flow):
Receiving Stream: L,..T � (reek_ _ Class: C- Sub -Basin • 1-40 /_
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(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp • c276' C Drainage Area• (9,/ Avg. Streamflow: =�
7Q10 : _ (? ' 0 _ Winter 7Q10: 0, U 30Q2 • .
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Revised Allocation
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Effluent
Characteristics
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Average
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Date(s) of Revision(s)
(Please attach previous allocation)
LU47.A•-^-" Reviewed By: Date: 1 7- 0'3

REQUEST NO. « 662
********************* WASTELOAD ALLOCATION APPROVAL FORM *********************
FACILITY NAME BUCKLAND SCHOOL
TYPE OF WASTE DOMESTIC
COUNTY GATES
REGIONAL OFFICE WASHINGTON REQUESTOR « RAVE ADKINS
RECEIVING STREAM « UT COLE CREEK SI.JJ3BASIN « 03-01-01
7Q10 : 0 CFS W7010 « 0 CFS 3002 « 0 CFS
DRAINAGE AREA « 0.1 SQ.MI. STREAM CLASS «C-NSW
************************ RECOMMENDED EFFLUENT LIMITS :**************.********
WASTEFLOW(S) (MGD) t .006 .006
BOD-5 (MG/L) « 5 10
NH3-N (MG/L) « 2 4
D.O. (MG/L) « 6 6
PH (SU) « 6-8.5 6-8.5
FECAL COLIFORM (/100ML)« 1000 1000
TSS (MG/L) « 30 30
TOT. NITROGEN (MG/L) « 3 3
TOT. PHOSPHORUS (MG/L.) « 1 1
COLUMN 1-SUMMER LIMITS
COLUMN -WINTER LIMITS
*************************************************************************fit*:M*
FACILITY IS : PROPOSED ( ) EXISTING (j) NEW ( )
LIMITS ARE : REVISION ( V) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUF'ERVISOR,MODELING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
APPROVED BY «
DATE «
DATE «_7_a7-1913
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DIVISION DIRECTOR :&' �f� %ATF «._

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********** MODEL RESULTS **********
DISCHARGER :WINTER MODEL—BUCKLAND SCHOOL
RECEIVING STREAM :UT COLE CR
***************************************************************:*:****
THE END D.O. IS 8.23 MG/L
**********************************************************************
THE END CBOD IS 3.66 MG/L
********************************************************:**:************
THE END NBOD IS 0.00 MG/L
**********************************************************************
THE D.O. MIN. OF SEGMENT 1 IS 5.45 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.1
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 111 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 0.006 MGD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF CBOD
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
*********** cat******` **********`***************************************