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Home My WebLink AboutNC0001384_Wasteload Allocation_19820831NPDES DOCUMENT SCANNING COVER !MEET NPDES Permit: NC0001384 Williamsburg Plant WWTP Document Type: Permit Issuance 'Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Correspondence Owner Name Change Staff Report Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Document Date: August 31, 1982 This document ios printed on reuse paper - ignore any content on the re'wersse Bide DIVISION OF ENVIRONMENTAL MANAGEMENT August 31, 1982 MEMORANDUM TO: Forrest Westall FROM: Meg 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 adjusted 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. vjK:cs cc: Dave Adkins DISCHARGER :BURLINGTON ". RECEIVING STREAM :BUTTERMILK CRK (NEW K2) **iw******************* *******rF****fi****• ***********************.****** THE END D.O. lw 6,38 MG/L *********:*************.**•***.********+ *.********* ***.**********. ****.***** THE END CBOD IS 18.73 MG/L ***************:**************:****.*********.********:************** ***** THE END NBOD IS 0 + 00 MG/L **:***********:***************************************:****** :*********** THE D.C. MIN. OF SEGMENT 1 IS 4.95 MG/L _. THIS MINIMUM IS L..00f1 T EU AT SEGMENT MILE`'GIN T 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 :L 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 ***************************:$.*******:****** l:****** l:::;*********:******:**:*** DISCHARGER RECEIVING STREAM 70:1.0 DESIGN TEMPERATURE *** MODEL SUMMARY DATA *** BURLINGTON INDUSTRIES BUTTERMILK CREEK 0 CFS 25 DEGREES C. SUBBASIN STREAM CLASS WINTER 7010 WASTEFLOW 03"'06'" .:. C CFS 0.025 MOLD I LENGTH I SLOPE I VELOCITY 1 DEPTH 1 K1 I Kr I Kn 1 K2 I Ora MILES I FT/MI 1 FPS 1 FT I /DAY I /DAY I /DAY I /DAB" l CFS/MI SEGMENT 1 REACH 1 I I 1 I 1.501 45.001 l 1 1 0410 l I I I I I 1 0.16 1 0.88 1 0.88 1 0.00 1 9.03 1 0.00 I 1 1 I I 1 ALL RATES ARE AT 25 DEGREES Cr DISCHARGER '. BURL I NGTON INDUSTRIES RECEIVING STREAM t BUTTERMILK CRK WASTEFLOW s 0.025 (NEW K2) SEG NO 1 REACH 1 SEG MI 1 LSO 1 CBOD 1 NBOtt 1 FLOW 1 1 1 1 1 0.001 6+ 00 1 42.001 0.001 0.041 1 1 1 1 0+101 5.331 39.801 0.001 0.041 1 1 1 1 0.201 5.031 37.711 0.001 0.041 1 1 1 1 0.301 4.951 35.731 0.001 0.041 1 1 1 1 0.401 4.971 33.861 0.001 0.041 1 1 1 1 0+501 5+071 32.091 0.001 0.041 1 1 1 1 0.601 5.191 30.401 0.001 0.041 1 1 1 1 0.701 5.331 28.811 0.001 0.041 1 1 1 1 0+801 5.471 27.301 0.001 0+041 1 1 1 1 0.901 5+621 25.871 0.00E 0.041 1 1 1 1 1.001 5.761 24.511 0.001 0.041 1 1 1 1 1.101 5.891 23.231 0.001 0.041 1 1 1 1 1.201 6.021 22.011 0.001 0+041 1 1 1 1 1+301 6.151 20.861 0.001 0.041 1 1 1 1 1.401 6.261 19.761 0.001 0.041 1 1 1 1 1.501 6.381 18+731 0+00 1 0.041 DISCHARGER BURLINGTON RECEIVING STREAM Y BUTTERMILK CREEK WASTEFLOW 0.025Y ASSUME 7010=0+0 ' BOD 110 SEG NO 1 REACH 1 SEG MI 1 ISO 1 CBOU 1 NBOD 1 FLOW 1 1 1 1 1 0.001 6.441 49.151 0.001 0.091 1 1 1 0.101 5.621 47.011 0.001 0.091 1 1 1 0.201 5.231 44+951 0.001 0+091 1 1 1 0.301 5.061 42.981 0.001 0.091 1 1 1 0.401 5.041 41+111 0+001 0.091 1 1 1 0+501 5.091 39.31i 0.001 0.091 1 1 1 0.601 5.171 37+591 0.001 0.091 1 I 1 0.701 5.281 35.951 0.001 0.091 1 1 1 0.801 5.401 34.371 0+001 0.091 1 1 1 0.901 5.521 32.871 0,001 0.091 .1 1 1 1.001 5.641 31.431 0+001 0+091 1 1 1 1.101 5.761 30.061 0+001 0.091 1 1 1 1.201 5.871 28.741 0.001 0+091 1 1 1 1.301 5.981 27.491 0.001 0.091 1 1 1 1.401 6.081 26.291 0.001 0.091 1 1 1 1.501 6.181 25.141 0.001 0.091 DISCHARGER BURLINGTON, NEW K2 RECEIVING STREAM : DISCHARGE 0.025 MGIi9 110 MG/L BOD ULT, 5 DO WASTEFLOW ASSUME 7/10=0 CFS SEG NO 1 REACH 1 SEG MI 1 LSO 1 CBOD 1 NBOB 1 FLOW 1 1 1 1 1 0.001 5.001 110.001 0.001 0.041 1 1 1 1 0,101 2.021 104.231 0.001 0.041 1 1 1 1 0+201 0.541 98.771 0.001 0+041 1 1 1 1 0.301 0.001 93.591 0+001 0.041 1 1 1 1 0.401 0.001 88.681 0.001 0.041 1 1 1 1 0.501 0.001 84.031 0+001 0,041 1 1 1 1 0.601 0+101 79.631 0.001 0.041 1 1 1 1 0.701 0.421 75,451 0.001 0.041 1 1 1 1 0.801 0.771 71.501 0.001 0.041 1 1 1 1 0.901 1.131 67.751 0.001 0.041 1 1 1 1 1.001 1.491 64.201 0.001 0.041 1 1 1 1 1.101 1.841 60.831 0,001 0.041 1 1 1 1 1.201 2.181 57.641 0.001 0.041 1 1 1 1 1.301 2.501 54.621 0,001 0.041 1 1 1 1 1.401 2.811 51.761 0.001 0.041 1 1 1 1 1.501 3.101 49.041 0.001 0.041 sm 442v. NPDES WASTE LOAD ALLOCATION u.R.(, Facility Name: rJ 1� _I "IitS tr€S — l,�-,11i skuag �Ct. Engineer- Date Rec. # Date • .1-4-/-7- v Existing I I Permit No.: 4 000 i .84 Pipe No.: O O 1 1 W 2 r QQ3 County: e `atri-L o Proposed a boo) O . 0 os Cc.42I...s way O %OII (CO5) cu c, Design Capacity (MGD) • m . O L bawl - Industrial (% of Flow) : 84. Domestic (% of Flow) : 7 `e C.' Receiving Stream: e ) k Crce-le__ Class • Sub -Basin: 0 3 -04 -p 2 U'.T 1Jw,mi .R Reference USGS Quad: (Please attach) Requestor• l-A vc" RegIawal Office _ A41 (Guideline limitations, if applicable, are to be listed on the back of this form.) Design Temp.: Drainage Area: euaa 7Q10:. () Winter 7Q10: I Location of D.O.minimum (miles below outfall): 0 0 N c i cn Avg. Streamflow: 30Q2• 0� 5 Slope : / /m 0, O/ O.O/ rm. L Velocity (fps): O, / K1 (base e, per day, 200C)• .CCU K2 (base e, per day, 20°C) 00/,Qw=f)0L5 Effluent Characteristics Monthly Average Comments N 3 11/ DO Co 755 `yP feCA�Q (mil,-Aeri\ rr ,0 /6 1c5,? - _8.5 ,s CA___ Original Allocation Revised Allocation I titA fl 2 3 003 'Effluent Characteristics Monthly Average Comments le me -I kQ 4C4a4g 5), /Q "Loll Catxtal_ /7, )1rLf a) f t -AD rI./ ,2 5 °C 64-46C a»1.A4 La .ter c.ez AO a'n42 k-A1 it.0 C .3,2 ° C. . Date(s) of Revision(s) (Please attach previous allocation) Reviewed B : O�( 2 Date : (7.70(4 �,[� y � n r W H, n r MEMO. DATE 2-'18-82 TO: Meg Kerr Ec_ri M cS ERut<Fs [-SgA+.k.H 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. "DISG1dA2-GtE Poi JT bat DDEs IJtDT'" FLOW 1 M SoMMEft. 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 SUBJECT: WT A request :44k North Carolina Department of Natural Resources &Community Development 0 a 0 0 0 0 v, 7 col ra CD Complete Guideline Limitations Below ... ,.. ... a:.... .. V. r To U.T. to P u t termi lk ! s c ar e a e _:avou Points A, B, & C are storm sewers for building and parking lot run off. Point D is a storm sewer for building run off and bleed off from cooling towers combined. Point E 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. /c( . ,v- Sr, G' 9- 7 `UZ REQUEST NO. : 304 ********************* WASTELOAD ALLOCATION APPROVAL FORM ********************* FACILITY NAME TYPE OF WASTE COUNTY REGIONAL OFFICE RECEIVING STREAM 7010 : 0 DRAINAGE AREA CFS : : : • • • BURLINGTON INDUSTRIESv WILLIAMSBURG DOMESTIC CASWELL WINSTON-SALEM REQUESTOR : DAVE ADKINS UT BUTTERMILK Ct<EFK SUBBASIN : 03-06-02 W7010 : 0.01 O.MI. CFS 3002 : CFS STREAM CLASS :A -II ************************ RECOMMENDED EFFLUENT LIMITS **::***********:******:*** WASTEFLOW(S) (MGD) BOD-5 (MG/L) : NH3-N (MG/L) D.O. (MG/L) PH (SU) FECAL COLIFORM (/100ML): TSS (MG/L) 0.025 30 3. 6 6-8.5 1000 30 THIS BREAKDOWN OF BODS AND NH3 WAS REQUESTED BY BURLINGTON INDUSTRIES. RECEIVED OCT 1 11982 WATER QUALITY SECTION ****************************************** T "'. ' ****:**************:**** :* FACILITY IS : PROPOSED ( ) EXISTING ( NEW ( ) LIMITS ARE : REVISION (✓) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED REVIEWED AND RECOMMENDED BY: MODELER SUPERVISOR,MODELING GROUP REGIONAL SUPERVISOR PERMITS MANAGER APPROVED BY : DIVISION DIRECTOR :_ _DATE ATE 'ATE DATE «_< < y?-- SUSR5--/04 • 4 REQUEST NO. 304(9 ********************* WASTELOAD ALLOCATION APPROVAL FORM FACILITY NAME TYPE OF WASTE COUNTY REGIONAL_ OFFICE RECEIVING STREAM 7010 > 0 CFS DRAINAGE AREA • BURLINGTON INDUSTRIES DOMESTIC CASWELL WI:NSTON--SALEM ********************* North Piedrr At Re ionc! %A71=; llv. REGUESTOR : DAVE ADK I NS UT BUTTERMILK CREEK SUBBASIN 03-06-02 W7010 t 0.01 S0.MI. CFS 3002 2 CFS STREAM CLASS .A —II ************************ RECOMMENDED EFFLUENT LIMITS ************************ WASTEFLOW(S) B0I!-; NH3—N D.O. PH FECAL COLIFORM TSS (MGD) (MG/L) (MG/L) (MG/L) (SU) Y (/100ML): (MG/L) 0.025 THIS ALLOCATION IS FOR PIPE 8 001, THE DOMESTIC DISCHARGE. 3 6 6-8.5 1000 30 ******************************************************************************** FACILITY IS i PROPOSED ( ) EXISTING (NEW ( ) LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED REVIEWED AND RECOMMENDED BY: MODELER HEAt!,TECHNICAL SERVICES BRANCH REGIONAL. SUPERVISOR PERMIT'S MANAGER APPROVED BY 8 DIVISION DIRECTOR DATE ; /,C T ..__DATE 2 _ DATE : !A SuV 12q r 57"-4 - -aq REQUEST NO. : 304(4) ********************* WASTELOAD ALLOCATION APPROVAL FORM ********************* FACILITY NAME TYPE OF WASTE COUNTY REGIONAL OFFICE RECEIVING STREAM 7010 : 0 CIS BURLINGTON INDUSTRIES,002,003 NON -CONTACT COOLING WATER CASWEL.L WINSTON-SALEM REt7UESTOR : LAVE ADKINS UT BUTTERMILK CREEK SUBBASIN : 03-06-02 W7010 : CFS 3002 : CFS DRAINAGE AREA : 0.01 SQ.MI. STREAM CLASS :A -IT ************************ RECOMMENDED EFFLUENT LIMITS ************************ oo2_ 003 WASTEFLOW(S) (MGD) :0.009,0.011 TEMPERATURE: THE DISCHARGE ht1D-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) : - ******************************************************************************** FACILITY IS : PROPOSED ( ) EXISTING (NEW ( ) LIMITS ARE : REVISION ( ) CONFIRMATION (c.�Y OF THOSE PREVIOUSLY ISSUED REVIEWED AND RECOMMENDED BY: MODELER HEAD,TECHNICAL SERVICES BRANCH REGIONAL SUPERVISOR PERMITS MANAGER APPROVED BY : DIVISION DIRECTOR DATE :_ _owitk DATE 1clOL__DATE Fagi4 - , 6A-0-1-14-p6?-) 00/ d005 m� � a�oryt�� ooa o, ooq ;! U�a� 00 3 D�� 1 � 615 Qe?) (a /mi16 003 �fl= su .5Raud /2071- (10.,.,e Ci/ virLi .) r76 -(A( 0c_ a40 ofrr,,,,40,Ai- in n o Czel) 32 " c _ 00 / ityrito-JAc. 6() 04 O o/ cr 2 Le- 0 Gb x 10c. Quo ..0-nel,u37k4", Dh 90/0 • Ai_Aadna,46 zia,kx_c_T (3,46es. ie_z_aite_ �} = o. o 1- D4 - /t 62/ 4.) 6-) 4o=o 7-t,oC o Z 04 = 3L5y 7/o = o, o5 y = Zs y = o.o/w aii21-i pia 4ea1 yieQ -,b -/-)Lt ,..asc,,LeD 011 sg .ter' x O,DI�f� cd' O_if)o%lI ^1 0 n ; L EiLonhul, ecotiealo 03,(26-oz (2zi 5e) DA - Vg3 =015 -5) y2 0,004 7. ic 10_061 = ot0006_qQ wh Ad- twict (dos ,t)o-Gt1-0 allow_ 5e cindariA-F-040 u re-:0 710 eu!/3 Ruas5 -eth BoDu (4- _L('L Vio = ovo6 c,s6 --fLe a doc aaLQ h JiO 1,4 n c:/4 c% a /LC i-A6 vt,/ 0 ofrAii6 mLlk70 5 "A36 Infui ST *** 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 1 VELOCITY !DEPTH 1 K1 1 Kr 1 Kri 1 K2 I Oro I (MILES IFT/MI 1 FF'S 1 FT 1 /DAY 1/DAY 1/DAY 1/DAY ICFS/MII I 1 I I 1 1 I 1 1 I SEGMENT 1 1 1.501 45.001 0.10 1 0.16 1 0.88 1 0.88 10.00 1 3,96 1 0,00 1 REACH 1 1 1 1 1 1 I I 1 I 1 ALL RATES ARE AT 25 DEGREES C. (9e.k re_ ~ ********** MODEL RESULTS DISCHARGER *#BURLINGTON INDUSTRIES RECEIVING STREAM **UT BUTTERMILK CREEK ********************************************************************** THE END D^O^ IS 5.94 M8/L THE END CBOD IS 8^92 MG/L THE END NBOD IS O^OO MG/L THE D^O^ MIN* OF SEGMENT 1 IS 5.02 MG/L TRI8 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 :a 11401 AAICC Coy*, r A k' E A l" A-P .. ` o Z 3 4- 4 p,�=X..o of )21misrle�-" -s ScpL.i: till-a's REP'. /V C_ /S/wY Z7 , T I i 4 p R E i.Ds Vi L L C, Av . r. N U J flt r i'ak%oNG FA R X/NCB 5.R, iio C y4p 5/4NGs! I�co�.vs T� S/WA eyce ram 4,1 Z. oG4 /EZAI 41,40 =�Gd� /T • MA P /-zoo' Va. LI/WS8VRG PI. f3NT TwfTMi?I T OUST/N4 CGzioN4 WArme V /6c HARG( TO STavey C.lRx- WILLIAM.S SURD Pti4wr Div OF &!RC • I ND., /NC . 14/r1.1JAIvC4 carmirr s,4jrIof/ • Point D Mogul WS 171 Mogul CT A57 Mogul AG 472 Mogul WS 171 Mogul CT 657 Mogul AG 472 Sulfuric Acid Point E Mogul AW 11D Mogul AG 472 SCHED : T .E OF WATER DISCHARGE Year Round From Small Tower 1Qte/day Qt . /day 4 Qt . wk. Summer Only From L:rge Tower Gal./day Gal./day A Gal./wk. 4 Qt./wk. Large Cooling Is pumped and Cleaned Twice Per Year Winter Operation 5,#/day Summer Operation Mogul AW 11D P/day Mogul. AG 472 Qt./wk Two washers are dumped and cleaned every three weeks. 1 • The quantity of liquid at each point is estimated as follows: Point D, 003 Winter operation Summer operation Point E, 002 Winter operation Summer operation 2160 gal./day 10800 gal./day 8640 gal./day None