NC0001384_Waste Load Allocation_19820318

41.(01 .
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Enginee Date R c. # . ,
NPDES WASTE LOAD ALLOCATION 3-/i '/ 4
rr Facility Name: lb7uL(,r1 -L4 es - 1.•.1.111"..d4u4i /Lt. Date: -Id-i't- . ' `
v Existing Q Permit No. : 4e00018+ Pipe No. : O O I ,CO2,OCQ3 County: eitScd Z.L
o Proposed Q loo O. 0 09 Cwf:.1 w•t O,OII (col)
a Design Capacity (MGD) : 0. 02,g b. '.Industrial (% of Flow) : 8442:. Domestic (% of Flow) : 74 e
c- Receiving Stream: LAI- 6w44tJN'1 k Crcade._ Class:. 4 tL Sub-Basin: 0 3 -06-a 2
Am Reference USGS Quad: (Please attach) Requestor: �Avd (: Re al Office /9/41
°C (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : .026 0C_ Drainage Area: 0. D/ m, L Avg. S treamf low:_ • 0, 0/ c.d..,
7Q10: () 40 Winter 7Q10: — 30Q2: '/
1' Location of D.O.minimum (miles below outfall) : (2 S, Slope: 7i's /;
1 �q
011 K1 (base e, per day, 20°C) : a UQ K2 (base e, per day, 20°C) : 3.9
E Velocity (fps) :
0
o 001 , Q�=OIOLS OOZ4 003
OW.
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Effluent Monthly Effluent Effluent Monthly
al Characteristics Average Comments Characteristics Average Comments
� •3oD� f? p 0 ( -8.5
H N A 3 'Priv" :Kit" 4Aai1g 51ia.d O Ad
iv 6Q - C1x4444 RD 1.t0Ah� uta ZL1 i'
D
�ca
= fecgi Lol r h2,lk It= /r*r,10 aril) Pxi it,C) c c11 D ,
4/ d-8.5 .,U_. 3,2 oc
Original Allocation FL-1-
Revised Allocation El Date(s) of Revisions) -
S (Please attach previous allocation)
a
onf'rmation
\:( viewed B : P4 �ii/� - 2 Date: C /��P epared By: ///! OtA __ Re Y

•
MEMg/i1
DATE: 2-18-82
TO: Meg Kerr SUBJECT: WLA request
t EcM 4IcAL SERJIc -s. ez.RAl.k,.N
This wasteload allocation request should include a
domestic discharge of 25,000 GPD + 8640 GPD at points
001 and 002 for a total of 33,640 GPD. 74 % domestic
and 26 % industrial. 1'Isc.>.IAR.GIE Poi�'r' 002- Dcs domestic.
F ow IN SLIMMER .
There is also a discharge at point 003 which is all
cooling water with a flow of 2160 GPD in winter and
10,800 GPD in summer.
I appreciate all your work on this project.
Many thanks,
Jim Watson, WSRO
A North Carolina Department of Natural
-d,I Resources &Community Development

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•
' 1.C_.2.Y.a r=-€ . a ..e_
003 Dol
To U .T . to Euttermilk WWTP
:reek
C v
\ofs\\,11 t)Z
o
Points A , B, & C are storm sewers for building and parking lot run off.
Point r is a storm sewer for building run off and bleed off from cooling
towers combined. Point 3 contains bleed off from air washers and joins
the effluent from the wastewater treatment plant at point F and flows
into the unnamed tributary to Buttermilk Creek.

R�CV.kv5rV '9- 7-tz /1'.f.
. _ , REQUEST NO. : 304
********************* WASTELOAD ALLOCATION APPROVAL FORM *********************
FACILITY NAME BURLINGTON INDUSTRIES, WILLIAMSBURG
TYPE OF WASTE : DOMESTIC
COUNTY S CASWELL
REGIONAL OFFICE : WINSTON-SALEM REQUESTOR : DAVE ADKINS
RECEIVING STREAM : UT BUTTERMILK CREEK SUBBASIN 03-06-02
7010 : 0 CFS W7010 : CFS 3002 : CFS
DRAINAGE AREA 0.01 SO.MI . STREAM CLASS :A-II
************************ RECOMMENDED EFFLUENT LIMITS ***:*********************
WASTEFLOW(S) (MOD) : 0.025 THIS BREAKDOWN OF BOBS AND
BOD-5 (MG/L) : 30 NH3
NH3-N (MG/I_) t 3 WAS REQUESTED BY BURLINGTON
D.O. (MG/L) 2 6 INDUSTRIES.
PH (SU) 2 6-8.5
FECAL COLIFORM (/100ML) : 1000 RECEIVED
TSS (MG/L) : 30
OCT 1 1 1982
WATER QUALITY SECTION
****************************************** fir" ************************
FACILITY IS : PROPOSED ( ) EXISTING ( "NEW ( )
LIMITS ARE : REVISION (✓) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER 2_ J.;24.4DATE.
SUPERVISOR,MODELING GROUP : / . . � Y*+-$ATE
REGIONAL SUPERVISOR !//� !�� � �ATE ._�d_�-
PERMITS MANAGER ° - - �''� 1� ` DATE 2_t_ L ➢Z
APPROVED BY :
r /
DIVISION DIRECTOR2 _ __ _DATE i__. __ ___

.1
DIVISION OF ENVIRONMENTAL MANAGEMENT
August 31, 1982
MCNAMARA
TO: Forrest Westall
FROM: 144 Kerr
SUBJECT: Allocation for Burlington Industries
Williamsburg Plant
Caswell County
The allocation for Burlington Industries Williamsburg Plant was
originally determined using Tsivoglou's old K2 equation. When the model
was re-evaluated using the new, flow adted K2 equations, the allowable
allocation was 42 mg/1 BODult. This would allow limits of 30 mg/1 BODS,
3 mg/1 NH3 and 6 mg/1 D.O. These new limits are presently being circulated
for approval.
MSC:cs
cc: Dave Adkins

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DISCHARGER :BURLINGTON
REC' IVING STREAM :BUTTERMILK CRK (NEW K2)
**********************************************************************
THE END D.O. IS 6.38 MG/L
**********************************************************************
THE END CBOD IS 18.73 MG/L
**********************************************************************
THE END NBOD IS 0.00 MG/L
**********************************************************************
THE U.O. MIN. OF SEGMENT 1 IS 4 .95 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.3
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 42 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.Q. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.025 MGD
*************************************************:fit********************

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*** MODEL SUMMARY DATA ***
2
DISCHARGER BURLINGTON INDUSTRIES SUBBASIN : 03—Ob-0�
RECEIVING STREAM : BUTTERMILK CREEK STREAM CLASS: C
7010 : 0 CFS WINTER 7010 : CFS
DESIGN TEMPERATURE : 25 DEGREES C. WASTEFLOW : 0.025 MGD
ILENGTHISLOPE I VELOCITY ! DEPTH 1 K1 I Kr I Kra 1 K2 I Oro
IMILES IFT/MI I FPS I FT I /DAY I /DAY I /DAY I /DAY ICFS/MI
! 1 I I 1 I I
SEGMENT 1 I 1 .501 45.001 0. 10 10. 16 10.88 10.88 10.00 1 9.03 10.00
REACH 1 I I I I I I I I I
ALL RATES ARE AT 25 DEGREES C.

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DISCHARGER : BURLINGTON INDUSTRIES
RECEIVING STREAM : BUTTERMILK CRK
WASTEFLOW 2 0.025 (NEW K2)
I SEG NO 1 REACH I SEG MI I DO I CBOD I NBOD I FLOW 1
1 I 1 I 0.001 6.001 42.001 0.001 0.041
I 1 I 1 I 0. 101 5.331 39.801 0.001 0.041
I 1 I 1 I 0.201 5.031 37.711 0.001 0.041
I 1 I 1 I 0.301 4.951 35.731 0.001 0.041
! 1 I 1 I 0.401 4.971 33.861 0.001 0.041
I 1 I 1 I 0.501 5.071 32.091 0.001 0.041
1 1 I 1 I 0.601 5. 191 30.401 0.001 0.041
I 1 I 1 I 0.701 5.331 28.811 0.001 0.041
I 1 I 1 I 0.801 5.471 27.301 0.001 0.041
! 1 1 1 I 0.901 5.621 25.871 0.001 0.041
t 1 I 1 I 1 .001 5.761 24.511 0.001 0.041
I 1 I 1 I 1 . 101 5.891 23.231 0.001 0.041
I 1 I 1 I 1 .201 6.021 22.011 0.00 ! 0.041
I 1 I 1 1 1 .301 6. 151 20.861 0.001 0.041
I 1 l 1 1 1 .401 6.261 19.761 0.001 0.041
I 1 I 1 I 1 .501 6.381 18.731 0.001 0.041

Y r
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DISCHARGER : BURLINGTON
RECEIVING STREAM : BUTTERMILK CREEK
WASTEFLOW : 0.025, ASSUME 7Q10=0.05, BOD=110
I SEG NO I REACH I SEG MI I DO I CBOD 1 NBOD I FLOW I
I 1 I 1 I 0.001 6.441 49. 151 0.001 0.091
1 I 1 I 0. 101 5.621 47.011 0.001 0.091
1 1 1 I 0.201 5.231 44.951 0.001 0.091
I 1 I 1 I 0.301 5.061 42.981 0.001 0.091
I 1 I 1 I 0.401 5.041 41 . 111 0.001 0.091
I 1 I 1 I 0.501 5.091 39.311 0.001 0.091
I 1 I 1 I 0.601 5. 171 37,591 0.001 0.091
I 1 I 1 I 0.701 5.281 35.951 0.001 0.091
1 I 1 I 0.801 5.401 34.371 0.001 0.091
I 1 I 1 I 0.901 5.521 32.871 0.001 0.091
I . 1 I 1 I 1 .001 5.641 31 .431 0.001 0.091
I 1 I 1 I 1 . 101 5.761 30.061 0.001 0.091
I 1 I 1 I 1 .201 5.871 28.741 0.001 0.091
1 I 1 I 1 .301 5.981 27.491 0.001 0.091
1 1 I 1 1 1 .401 6.081 26.291 0.001 0.091
I 1 I 1 I 1 .501 6. 181 25. 141 0.001 0.091

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DISCHARGER BURLINGTON, NEW K2
RECEIVING STREAM : DISCHARGE 0.025 MGD, 110 MG/L BOD ULT, 5 DO
WASTEFLOW : ASSUME 7/10=0 CFS
I SEG NO I REACH I SEG MI I DO I CBOD I NBOD 1 FLOW 1
1 I 1 I 0.001 5.001 110.001 0.001 0.041
I 1 I 1 I 0. 101 2.021 104.231 0.001 0.041
i 1 I 1 I 0.201 0.541 98.771 0.001 0.041
I 1 I 1 I 0.301 0.001 93.591 0.001 0.041
I 1 I 1 i 0.401 0.00 ! 88.681 0.001 0.041
I 1 I 1 I 0.501 0.001 84.031 0.001 0.041
I 1 I 1 I 0.601 0. 101 79.631 0.001 0.041
I 1 I 1 I 0.701 0.421 75.451 0.001 0.041
1 I 1 I 0.801 0.77 ! 71 .501 0.001 0.041
I 1 I 1 1 0.901 1 . 131 67.751 0.001 0.041
I 1 I 1 I 1 .001 1 .49 ! 64.201 0.001 0.04 !
1 1 1 I 1 . 101 1 .841 60.831 0.001 0.041
1 I 1 I 1 .201 2. 181 57.641 0.001 0.041
1 1 I 1 I 1 .301 2.501 54.621 0.001 0.041
1 I 1 I 1 .401 2.811 51 .761 0.001 0.041
1 1 1 I 1 .501 3. 101 49.041 0.001 0.041

.0 .S c!4/.?/J.ATO c=id-4z (4
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REQUEST NO.
3040)
********************* WASTELOAD ALLOCATION APPROVAL FORM *********************
RECEIVER+
North Piednsowl
Regional Ofiiaa
FACILITY NAME : BURLINGTON INDUSTRIES3 1982
TYPE OF WASTE : DOMESTIC
COUNTY : CASWELL WAS QUALITY DIV1
REGIONAL OFFICE : WINSTON-SALEM REQUESTOR : DAVE ADKINS
RECEIVING STREAM : UT BUTTERMILK CREEK SUBBASIN : 03-06-02
7010 : 0 CFS W7010 : CFS 3002 : CFS
DRAINAGE AREA : 0.01 SQ.MI . STREAM CLASS :A-II
************************ RECOMMENDED EFFLUENT LIMITS ************************
WASTEFLOW(S) (MGD) : 0 .025 THIS ALLOCATION IS FOR PIPE
BOD-5 (MG/L) : 8 001 . THE DOMESTIC DISCHARGE.
NH3-N (MG/L) : 3
D.O. (MG/L) : 6
PH (SU) : 6-8.5
FECAL COLIFORM (/100ML) : 1000
TSS (MG/L) : 30
********************************************************************************
FACILITY IS : PROPOSED ( ) EXISTING (4-'1-NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY :
MODELER :56.4k4 -
HEAD,TECHNICAL SERVICES BRANCH : aWaV ____DATE
REGIONAL SUPERVISOR _
.
DATE
PERMITS MANAGER : "-V761-,-‘41. -tr.-
_ _DATE : 6101'
APPROVED BY :
DIVISION DIRECTOR :.4e° ___ ____ 'ATE : O

.i SuV zka9
t.
• • REQUEST NO. : 304 (4)
********************* WASTELOAD ALLOCATION APPROVAL FORM *****RECEIVE**********
4orti Pier ''
itRri-od y.:,.
FACILITY NAME : BURLINGTON INDUSTRIES,002,003
TYPE OF WASTE : NON-CONTACT COOLING WATER
4,,;.:=( QIJAL.iTY DA6
COUNTY : CASWELL
REGIONAL OFFICE : WINSTON-SALEM REQUESTOR : DAVE ADKINS
RECEIVING STREAM : UT BUTTERMILK CREEK SUBBASIN : 03-06-02
7010 : 0 CFS W7010 : CFS 3002 : CFS
DRAINAGE AREA : 0.01 SQ.MI . STREAM CLASS :A-II
************************ RECOMMENDED EFFLUENT LIMITS ************************
oo2. 403
WASTEFLOW(S) (MGD) :0.009,0.011 TEMPERATURE: THE DISCHARGE
BOD-5 (MG/L) : - - SHALL NOT CAULE THE RECEIVING
NH3-N (MG/L) : - - WATER TEMPERATURE TO EXCEED
D.O. (MG/L) : - - 2.8 C ABOVE AMBIENT AND IN NO
PH (SU) :6-8.5 6-8.5 CASE EXCEED 32 C.
FECAL COLIFORM (/100ML) : - -
TSS (MG/L) : - -
I
******************************************************************************** I'
FACILITY IS : PROPOSED ( ) EXISTING ( 'NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( v)'OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER :__ _ _ AlDATE :_ l �61?
HEAD,TECHNICAL SERVICES BRANCH :_ i�� - � __DATE :_/61 __..
REGIONAL SUPERVISOR : _� '_� 3!_/_.%I _ .✓ DATE : g�
PERMITS MANAGER : w LF-�"'"`''�j__ :-- �_--
APPROVED BY :
DIVISION DIRECTOR : -ATE :__

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*** MODEL SUMMARY DATA ***
DISCHARGER : BURLINGTON INDUSTRIES, 001SUBBASIN : 03-06-02
RECEIVING STREAM : UT BUTTERMILK CREEK STREAM CLASS: A-II
7010 : 0 CFS WINTER 7010 : CFS
DESIGN TEMPERATURE : 25 DEGREES C. WASTEFLOW : 0.025 MGD
ILENGTHISLOPE I VELOCITY IDEPTH I K1 I Kr I Kri I K2 I Oro I
( MILES IFT/MI I FPS I FT I /DAY I /DAY I /DAY I /DAY ICFS/MII
I I I 1 I 1 I 1 I I
SEGMENT 1 I 1 .501 45.001 0. 10 10. 16 10.88 10.88 10.00 13.96 10.00 I
REACH 1 I I I I I I I 1 I I
ALL RATES ARE AT 25 DEGREES C.
61-4k

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• . ********** MODEL RESULTS **********
DISCHARGER :BURLINGTON INDUSTRIES
RECEIVING STREAM :UT BUTTERMILK CREEK
**********************************************************************
THE END D.O. IS 5.94 MG/L
**********************************************************************
THE END CBOD IS 8.92 MG/L
**********************************************************************
THE END NBOD IS 0.00 MG/L
**********************************************************************
THE D.O. MIN. OF SEGMENT 1 IS 5.02 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.5
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 20 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 0.025 MGD
**********************************************************************

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SCHED T.E OF WATER DISCHARGE
Point D
Year Round From Small Tower
Mogul WS 171 1 Qt./day
Mogul CT 657 Qt./day
Mogul AG 1172 4 Qt.{wk.
Summer Only From t- rge Tower
Mogul WS 171 } Gal./day
Mogul CT 657 Gal./day
Mogul AG 472 Gal. wk.
Sulfuric Acid a Qt. wk.
Large Cooling Is Pumped and Cleaned Twice Per Year
Point E
Winter Operation
Mogul AW 11D 5#/day
Mogul AG 472 Pit/wk.
Summer Operation
Mogul AW 11D #/day
Mogul AG 172 4 Qt•/wk.
Two washers are dumped and cleaned every three weeks.
1

. . .. . .,r .
The quantity of liquid at each point is estimated as follows:
Point D, 003 Winter operation 2160 gal./day
Summer operation 10800 gal./day
Point E. 002 Winter operation 8640 gal./day
Summer operation None