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Home My WebLink AboutNC0001643_Waste Load Allocation_19821214 • G4)/5 llC L e AC Engineer Date Rec. # ,•. //(((( NPDES WASTE LOAD ALLOCATION 43 /9 - 14- ,J 9 . Facility Name: 71e-Acte--(1.."--04- riVAXS Date: / 2 -/3-32- ' v Existing I , 4- idcAl_ . Permit No. : l`30.-000 i(c4-3 Pipe No. : Q0/ County: 0 Proposed EE c-) Design Capacity (MGD) : ° s• Industrial (% of Flow) : Domestic (% of Flow) : _ Receiving Stream: «- ZClass: G Sub-Basin: OS-oZ" U 3 11= Reference USGS Quad: IS ?.fl /OW (Please attach) Requestor: r AIL -Kemal Office Pd as �= (Guideline limitations, if applicable, are to be listed on the back of this form.) Design Temp. : PI c Drainage Area: 1-7()0 M 2 Avg. Streamflow: 7Q10: , :�73 c Winter 7Q10: 30Q2: a� — Location of D.O.minimum (miles below outfall) : Slope: ." D. 3 a -poi --t-- E Velocity (fps) : IA K1 (base e, per day, 20°C) : K2 (base e, per day, 20°C) : 4 0 c., 0 H Effluent Monthly1o. Effluent Monthly as Characteristics Average D Comments Characteristics Average Comments } �0�5 �3�.za H7m�u5( ( -' s.0 , 005 PH C� ,18 30,04 3�(c o.08, 75 TSS 5�1. I5 1121.36 I6/ ) _ s . r ods , :,_qo 5. 8o a.11 1313T sul f,� 5.8o I I . 6o ilrn Ed t= - -to+- CV‘romtur. ,% 5.815, J Original Allocation _ Revised Allocation1-- (----- Date(s) of Revision(s) El (Please attach previous allocation) Confirmation 8:::„... T Prepar By: �\p h rj 1��( IS t)Z.Un Reviewed By: 7/(4.14a-00429.--Date: -.2"-c2/".-S-3 For Appropriate Dischargers, List Complete Guideline Limitations Below EffluentMe1. y Maximum Daily Characteristics Average Al7ezag Comments C ) 830_04* 3e.6a..0E4 TSS i t 22. 30 5.tCo II . (0O14" Type of Product Produced Lbs/Day Produced Effluent Guideline Reference e:, u-1 1'Yl �(L G o se,4/.4? 4'o c_ 10%- 3-2_ $"8, o ►?- �da Ao c e /• FIELDCREST MILLS, INC. EDEN, NORTH CAROLINA 27288 ' a October 13, 1982 ',,°""`" ..•.ponds :Who X51982 uAur( Dot Mr. Steven Mauney N. C. Department of Natural Resources and Community Development Winston Salem Regional Office 8003 Silas Creek Parkway Ext. Winston-Salem, NC 27106-3295 Dear Mr. Mauney: Re: Permit Reissuance Bedspread-Sheet Finishing, NC001643 This letter is in response to your request of October 7, 1982 for required information needed by your office for reissuance of the referenced permit. Please note that the referenced permitted wastewater treatment facility • receives flow from three sources. These include the Bedspread Finishing Mill, the Sheet Finishing Mill and the Blanket Manufacturing Mill. All manufacturing operations at these three mills are totally independent of one another. According to the most recent EPA textile guidelines, the Blanket Manufacturing Mill would be subcategorized as "Low Water Processing" since the operation involves yarn manufacturing and unfinished fabric manufacturing (weaving) . The Bedspread Finishing Mill would be subcategorized as Woven Fabric Finishing since the operation consists of desizing, rinsing, dyeing and finish applications. The Sheet Finishing Mill would be characterized as a cut and sew, packaging, warehousing and distribution operation. This mill employees a total of approximately 300 people. The Bedspread Finishing Mill and the Blanket Manufacturing Mill are budgeted for three shifts per day, 5 days per week operation. The Sheet Finishing Mill is budgeted for two shifts per day, 5 days per week operation. Please find attached a tabulation of the monthly production quantities for the Bedspread Finishing, Sheet Finishing and Blanket Manufacturing Mills. The Blanket Manufacturing Mill does not reflect production for 1978 and 1979 because the facility was not completed until 1980. As can be seen, ' production has been low for the past 12 - 18 months due to economic conditions. Mr. Mauney - 2 - October 13, 1982 It is requested that before the draft permit is completely developed a copy of the calculations used in determining the effluent limitations for this facility be supplied this office. If additional information is needed by your office for this permit reissuance, please let me know. Very truly yours, /jam<� c E. H. Rowell, P.E. Manager of Environmental Engineering EHR:jl Attachment cc: Messrs. R. A. Harden, Jr. J. K. Phillips -l' MONTHLY PRODUCTION, Iti )UNDO%--- BEDSPREAD FINISH::. ---!-YEAR------------- --1978--. 1979 1980 1981 - -..-..- 1982_ JANUARY 962000 1085000 683000 496103 518911 FBBIJRAHY----1204000 1187000------ 1007000 - 657624-------7-64188 -- I MARCH 1161000 1094000 1322000 658826 1088139 APRIL 1609000 1001000 823000 516726 925372 ,gs.54-- ---MAY ---- 1387000-- 815000 1065000 733890 -- -825157- - ------ • JUNE 1589000 1047000 1036000 677861 924513 JULY 1066000 739000 761000 625316 • 368642 —AUGU6+P 1287000---985000- --- 887000 665105--637450- • SEPTEMBER 1233000 1153000 650400 705495 OCTOBER 1422000 934000 932000 1113505 - --NOVEMBER. ------ 1090000-- 726000 618000 460915 -- DECEMBER 609000 619000 523000 348598 YEAR TOTAr- 146 '100 1385000--- 10307000 7659964- 6052377 MONTH AVG •�� l4 948750 858917 638330 756547 �? MONTHLY PRODUCTION, IN POUNDS BLANKET GREIGE YEAR 1978 1979 1980 1981 1982 ----JANUARY- — 1188000 786202----852615--- - - -- �`) FEBURARY 995000 1153173 950186 MARCH 1164000 1724620 1112483 �� APRIL --1435000 1388856-----123928-4 MAY 1333000 1152609 1272590 JUNE 1559000 822551 1027225 ---JULY - ---- 1584000 1275952 - 1124069 --- ----- — AUGUST 1800000 1192406 1440450 SEPTEMBER 1973000 1178592 --OCTOBER 1850000-- -917171 )• NOVEMBER 883000 776570 • DECEMBER 378000 325664 ------------------- YEAR TOTAL 0 0 16142000 12694366 9018903 MONTH AVG 0 0 ecEI1 tp 1057864 1127363 MONTHLY PRODUCTION, IN POUNDS SHEET FINISHING ---- --- ---. ) YEAR - • 1978 1979 1980 1981 1982 JANUARY 1088000 961000 1196000 592734 274931 FEBURARY 967000 847000 1110000 842780 667490 --4-_.--- MARCR 1150000—-1115000. -- 1213000 - 617163- 732319 .— -. - APRIL 1160000 1086000 989000 735754 631032 ) MAY 1230000 1184000 1172000 983922 748047 --,ILMP 1258400-----1299000 -1004000---•- 816706-698263 JULY 718000 812000 546000 540707 295946 AUGUST 1218000 1194000 862000 914499 603063 SFPTEMBFR -_794000-- 1144000. 634000 908985 OCTOBER 998000 1314000 771000 973067 ) • NOVEMBER 993000 1255000 782000 891022 DWCFMBE 9K2100-1093000 909000 ----514834 YEAR TOTAL 12536000 13304000 11188000 9332173 4651091 __—MONTH—AVG---- —1044667- 1108667 932333 777681 ------581386 - - ----- - ) MONTHLY-PRODUCTION, IN POUNDS-- -- ) FORMOST SCREEN PRINT -MBAR -1978--- - 1979 1980 1981------ 1982- JANUARY 982 JANUARY 1503000 809000 1070000 757618 426318 —F88URAR1 1-806000------701000 993000----764992 749730-- MARCH 49730—MARCH 1706000 1159000 996000 810265 679116 APRIL 1851000 980000 938000 595153 636162 --MAY------.--- 2143000 1091000 1131000 771914 - 666804- - ------ J JUNE • 1150000 1491000 647000 435117 360311 JULY 1036000 1088000 643000 713689 641361 DUGIIST1491000--_-.1743000 _ 763000 830115754449 SEPTE.MBE�R : ' 1061000 1591000 857000 779525 • OCTOBER 1293000 1801000 1053000 909860 NOVEMBER . 1338000 1611000 609000 500845 - --- - DECEMBER 627000 727000 427000 306620 YEAR TOTAL 17005000 14792000 10127000 8175713 4914251 MONTH AVG 1417083 1232667 843917 681309 614281 . - REQUEST NO. : 589 ********************* WASTELOAD ALLOCATION APPROVAL FORM ********************* FACILITY NAME : FIELDCREST MILLS TYPE OF WASTE : TEXTILE COUNTY : ROCKINGHAM REGIONAL OFFICE : WINSTON-SALEM REQUESTOR : DAVE ADKINS RECEIVING STREAM : DAN RIVER SUBBASIN : ROA03 7010 : 373 CFS W7010 : CFS 3002 : CFS DRAINAGE AREA : 1700 SQ.MI . STREAM CLASS :C ************************ RECOMMENDED EFFLUENT LIMITS ************************ 110-44.4. b CNiG A WASTEFLOW(S) (MGD) : 0.5 TOT . CHROMIUM= 2.90, 5.80 BOD-5 llaldcey.(,1etert ) : 236.28 472.56 LBS/DAY NH3-N (MG/L) D.O. (MG/L) : ALL LIMITS ARE BPT PH (SU) : 6-9 FECAL COLIFORM (/100ML) : TSS lba/dam, CMG70 : 561 . 15 1122.30 COD o LBS/DAY : 1830.04 3660.08 SULFIDE LBS/D : 5.80 11 .60 PHENOLS LBS/D : 2.90 5.80 ****************************************** ************************************ FACILITY IS : PROPOSED ( ) EXISTING ( ) NEW ( ) LIMITS ARE : REVISION ( 0 CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED ANC(PtICr fr% P T czc REVIEWED AND RECOMMENDED BY: MODELER :__A, •1Y1 i _ vat .LUD_DATE :12111.J5.3. /44 / / 4 '' SUPERVISOR,MODELING GROUP _ __ SATE :_C41 _ REGIONAL SUPERVISOR : _ - --/- ____DATE :� PERMITS MANAGER :__� - DATE APPROVED BY : DATE DIVISION DIRECTOR : , . . • - - 8 -o z () NJ vs%) Fitetc) h.4 as or, R4 va- SQ.D. cllJ - - BUD k.n.•1 > obu B S =7: 3, fi -Lx-tt 1Ps 8c.z5 .> lbesiztai eler 1.4rn4. BCD 5 ta)PT titrl'L-6 Cc.) t'i Us;trt i cry" no k- (vir s4 \ vui ********** MODEL RESULTS ********** DISCHARGER :FIELDCREST MILLS RECEIVING STREAM :DAN RIVER ********************************************************************** THE END D.O. IS 6.96 MG/L ********************************************************************** THE END CBOD IS 6.40 MG/L ********************************************************************** THE END NBOD IS 0.00 MG/L ********************************************************************** THE D.O. MIN. OF SEGMENT 1 IS 6.95 MG/L THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 5. 15 WHICH IS LOCATED IN REACH NUMBER 5 THE WLA FOR SEGMENT 1 REACH 1 IS 110 MG/L OF CBOD THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD THE REQUIRED EFFLUENT D.O. IS 0 MG/L THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 7 MGD THE WLA FOR SEGMENT 1 REACH 2 IS 110 MG/L OF CBOD THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NBOD THE REQUIRED EFFLUENT D.O. IS 7 .3 MG/L THE WASTEFLOW ENTERING SEG 1 REACH 2 IS 0.003 MGD THE WLA FOR SEGMENT 1 REACH 3 IS 94.2 MG/L OF CBOD THE WLA FOR SEGMENT 1 REACH 3 IS 0 MG/L OF NBOD THE REQUIRED EFFLUENT D.O. IS 0 MG/L THE WASTEFLOW ENTERING SEG 1 REACH 3 IS 5.2 MGD THE WLA FOR SEGMENT 1 REACH 4 IS 219 MG/L OF CBOD THE WLA FOR SEGMENT 1 REACH 4 IS 0 MG/L OF NBOD THE REQUIRED EFFLUENT D.O. IS 0 MG/L THE WASTEFLOW ENTERING SEG 1 REACH 4 IS 0.5 MGD THE WLA FOR SEGMENT 1 REACH 5 IS 110 MG/L OF CBOD THE WLA FOR SEGMENT 1 REACH 5 IS 0 MG/L OF NBOD THE REQUIRED EFFLUENT D.O. IS 0 MG/L THE WASTEFLOW ENTERING SEG 1 REACH 5 IS 0. 125 MGD ********************************************************************** • • *** MODEL SUMMARY DATA *** DISCHARGER : FIELDCREST MILLS SUBBASIN : ROA03 RECEIVING STREAM : DAN RIVER STREAM CLASS: C 7010 : 373 CFS WINTER 7010 : CFS DESIGN TEMPERATURE : 27 DEGREES C. WASTEFLOW : 0.5 MGD ILENGTHISLOPE I VELOCITY ( DEPTH I K1 1 Kr I Kn I K2 I Oro I ( MILES IFT/MI I FPS ! FT I /DAY 1 /DAY I /DAY I /DAY ( CFS/MII I I I I i I I I I I SEGMENT 1 I 1 ,401 2.321 1 .42 14.25 1 0.53 10.53 10.00 i 3.03 ( 0.00 1 REACH 1 1 ( I ! I I 1 1 I ! SEGMENT 1 I 0.70 ( 2.321 1 .42 14.25 1 0.53 1 0.53 10.00 13.03 10.00 I REACH 2 ! 1 1 I I I I I I 1 I I I I I 1 I I I I SEGMENT 1 I 0.301 2.321 1 .44 14.26 10.53 1 0.53 ! 0.00 13.07 10.00 I REACH 3 1 1 I I I I I ! I I I I I I i I I I I I SEGMENT 1 1 1 .501 2.321 1 . 44 14.26 10.53 10.53 10.00 13.07 10.00 I REACH 4 I I I ! I I I I ! I I 1 I ! ! I I I 1 I SEGMENT 1 I 3.001 2.321 1 .44 14.26 1 0.53 10.53 10.00 ( 3.07 1 0.00 I REACH 5 I ! I I I I I I I I ALL RATES ARE AT 27 DEGREES C. INTERACTS WITH EDEN WWTPS, DUKE POWER AND MILLER BREWING. • * . ` *** INPUT DATA SUMMARY *** I FLOW i CBOD I NBOD I D.O. I I CFS I MG/L I MG/L i MG/L I I I I I I SEGMENT 1 REACH 1 1 I I I I WASTE I 10,85 1 110.00 I 0.00 I 0.00 I HEADWATERS I 373.00 I 2.00 1 0.00 I 7.30 I TRIBUTARY I 0.00 I 0.00 I 0.00 I 0.00 I RUNOFF * I 0.00 I 0.00 I 0 .00 1 0.00 I I I I ! I SEGMENT 1 REACH 2 I I I I I WASTE ! 0.00 1110.00 I 0.00 I 7.30 I TRIBUTARY I 0.00 I 0.00 I 0.00 I 0.00 I RUNOFF * I 0.00 I 0.00 I 0 .00 I 0.00 I I i I I I SEGMENT 1 REACH 3 I I I I I WASTE I 8.06 I 94.20 I 0.00 I 0.00 I TRIBUTARY I 0.00 I 0.00 I 0.00 I 0.00 I RUNOFF * I 0.00 I 0.00 I 0.00 I 0.00 I I I I 1 I SEGMENT 1 REACH 4 I I I I I WASTE I 0.78 1219.00 I 0.00 I 0.00 I TRIBUTARY I 0.00 I 0.00 I 0.00 1 0.00 I RUNOFF * I 0.00 I 0.00 I 0.00 I 0.00 I I I I i I SEGMENT 1 REACH 5 I I I I I WASTE I 0. 19 1110.00 I 0.00 1 0.00 I TRIBUTARY I 0.00 I 0.00 I 0.00 I 0.00 I RUNOFF * I 0.00 I 0.00 I 0.00 I 0.00 ! * RUNOFF FLOW IS IN CFS/MILE I