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Home My WebLink AboutNC0024970_Wasteload Allocation_19910506NPDES DOCIMENT SCANNING COVER SHEET NC0024970 McAlpine Creek WWTP NPDES Permit: Document Type: Permit Issuance 4LkiV.i3fM1.----a.,„ 'Wasteload , . Allocation" s Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Correspondence Owner Name Change Meeting Notes Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Document Date: May 6, 1991 This document is printed on reuse paper. - ignore arty content cart the relsrerise side EQUEST PERMI"1' NO.: NC0024970 NPDES WASTE LOAD ALLOCATION PERMI 1"I"EE NAME: CMUD / McAlpine Creek WWTP Facility Status: Existing Permit Status: Renewal with Modification Major Minor Pipe No.: 001 Design Capacity: 48.0 MGD Domestic (% of Flow): 95.1 % Industrial (% of Flow): 4.9 % Comments: flow increase requested - notes on CMUD - DEM meeting and agreements attached. Pretreatment information attached. RECEIVING STREAM: McAlpine Creek Class: C Sub -Basin: 03-08-34 Reference USGS Quad: G 15 SE (please attach) County: Mecklenburg Regional Office: Mooresville Regional Office Previous Exp. Date: 8/31/91 Treatment Plant Class: Class IV Classification changes within three miles: PLOTTED none Requested by: Prepared by: Reviewed by: Rosanne Barona �C71J Iti Sara«/C. Date: Date: Date: .(.1 $5.CNIDn D) aI.•3/'-i)3— w 3/15/91 Downstream 2 Location I Frer.suersc..I: Summer- 3Iweet Itf DO fernp,Conti . WCWi W.nfer - crs. Modeler Date Rec. # 11/4.kt '4(.sdit c4l42- 2 s. Drainage Area (mi) go.4 Avg. Streamflow (cfs): /39 7Q10 (cfs) r Winter 7Q10 (cfs) 5 g 30Q2 (cfs) 7. cj Toxicity Limits: IWC Cj'g %@ p,,a Acute jonic Instream Monitoring: A1ca reco,rmend rr�Mearn mbn�ltri /'( C.c pfj:e ztrX. cycnrde� s1lrer Codmiuiv Jwt up arr� f C1c . of asl€u Parameters Temp -I), Conciudivihi, Fecal -)}1 rP DP r043 'MN Nt, 'r)ticf Ipn4 ct.'ut bean te'ouffcll Upstream 2 sric Location z = c : i ..• a conc.oil rndr,lL 6c.ZrLiU SSG Cs cal. rnorrtiv y Far all alter Effluent Characteristics 40 moo aunrner W,n.fer r lg m6D Currrner ntirtfc( BOD5 (mg/1) g iU g NH 3 -N (mg/1) a ,4 1 17 D.O. (mg/1) LA LA C1. Cs TSS (mg/1) 3(3 (3p 15 6 F. Col. (/100 ml) 2b0 2pp 200 20C) pH (SU) G--qi La-gi Ll`5 Lc-4 40 ma, Wray AvS 40map Dv ihxy 47mtz wily As 4817150 D(tc rYl Cadmium (�Ir) Clvtmtt,na fa,AL1) a .,I 5 .0&1 Q.0 51 .5 2b14 N:c+CGI (Lt I-e Lead (AV CIO QU. at 34 So Z5 3ltb 3'4 Ctj »i c-450) Ckibvine i)511) 5.1 frbni[be 15 Mrnibe 5.1 (-1 15 1-) Mohdbnn y onlu Far rneZls l tnfi ! 0131 I' 1 _ Cam) Comments: '42 mop Itmdn tgechve .'i/11q4. �ecamrnerri erlucnt rno(n(brii for c.sioper zinc. Salt' e! It raliint. F1ar Itndane require cic-e ...h on of- 0,01 1,2 . f} �y m• ICE vc, ccpcittha ray b eala(asi-ed (s Scene PGramefe. J Qro3oAO.5 NPDES PRETREATMENT INFORMATION REQUEST FORM FACILITY NAME: e4t4 0 -0.44.4...; ace.* NPDES NO. NCO° O? 4 1 7 Q REQUESTER: gAo cta,.s a DATE: 3 / O / REGION: PERMIT CONDITIONS COVERING PRETREAN'r This facility has no SIUs and should not have pretreatment language. This facility should and/or is developing a pretreatment program. Please include the following conditions: Program Development Phase I due /_/_ Phase II due / /_ Additional Conditions is currentlyg, pretreatment This facilit y implementing a retreatnent program. Please include the following conditions: Program Implementation Additional Conditions (attached) IGNIFICANT INDUSTRIAL USERS' (SIUs) CONTRIBUTIONS SIU FLOW - TOTAL: - COMPOSITION: HEADWC)RKS REVIEW PASS PARAMETER :THROUGH r cd Cr Cu Ni Pb Zn CN Phen 1 Other 143 114g A. 6f� TEXTILE: METAL FINISHING: OTHER: C4QwtiG4 • T#t ek f r tdirmit rn' C6A.4.:otq MGD O.11�� MGD DAILY IDAD IN LBS/DAY DOMESTIC PER i rt 2.) t0.1' 41/4 33.= a.cL 14.45 .41g0 C. 3 . r *- 1.66/0 ---_. .O RECEIVED: 3 i 10 / 9Y REVIEWED BY: Agit O.Cc.3gf0 rr O.0655 Map D .q-8'1D O. 0 3145 MGD O. 1.1' I D MaD O. 1 lcD MC 0.0+42.0 MO ACTUAL INDUSTRIAL % REMOVAL 4.2 a 647 52 -o1.Ioq O. c1i0 -76 lit RE1URNED: Ugjqt COLEY McALPINE CREEK WWTP PERMIT SUMMARY DATA MAXIMUM MONTHLY AVERAGE POUNDS I.U.NO. I.U. FLOW,MOD /NOD 1 0381 2 0644 3 0429 4 0352 5 0361 6 0341 7 0188 8 0505 9 0357 10 0311 11 0155 12 0156 13 0370 14 0303 15 0170 16 0618 17 0605 18 0386 19 0500 2D 0074 21 0411 22 0347 23 0124 24 0320 25 .0351 26 0128 27 0364 0364 28 0349 29 0354 30 0388 31 0356 32 0323 33 0319 34 0306 35 0527 36 0305 37 0305 38 0313 39 0368 40 0550 ACCURIDE 0.0400 ACE CHEMICAL ( 0.0010 AMERICAN CYANAMID cai5F 0.1750 APLIX Try 1.e /� 0.0550 SHAW INDUSTRIES 1 efrie 0.2, BASF CORP. COATINGS & I xi�.ic.. OA1 CENTRAL TRANSPORT r 4% b:0080 CIBA GEIGY ( ' 4- 0.0330 CONBRACO CONE MILLS DELMAR PHOTOGRAP DELMAR PRINTING ' � r 0.0250 DUFF NORTON , 0.0030 EC MANUFACTURING �fi.03 FLEET TRANSPORT FRTTO r4.4.feelA GENERAL TIRE TN toi.44-.44e. HARPER CORP. AA; F . HENKEL CORP. Calr HOECHST CELANESE HOT SPRINGS AUTO WASH 64 % HUNTER JERSEY JENKINS ELECTRIC_ INDUSTRIAL ENGINE KEM WOVE 0.5500 0.0180 0.0012 0.2250 78.40 4.17 245.00 107.79 49.00 156.79 79.06 323.38 0.0200 58.38 .0�� 87.57 204.33 49.00 5.88 64.68 100.08 3669.60 352.78 2.35 1388.60 0.17 1 342.98 70.06 0.0350 342.98 0.0010 1.96 0.0025 18.80 33.36 13.35 2449.88 1224.94 99.25 735.00 1.18 wq 138.24 ��' 12.61 0.14•� 7.84 227.35 167.00 18.77 18.77 125.10 49.00 186.82 0.0040 KENAN TRANSPORT Th,L.JJAajd 0.0015 LANCE INC. PIPE 001 •,, 1 0.2500 LANCE INC. PIPE 002 0.1250 PACKAGE PRODUCTS PCA INTERNATIONAL ✓ 0.0170 4060061501 0.0006 0.0510 RALIS ENGRAVING INC. REXHAM SIMMONS HEALTHCARE SPECIALTY MFG. STONE CONTAINER ST. JOE CONTAINER TILLETT CHEM. PIPE001 TILLETT CHEM. PIPE002 WESTERN KRAFT WESTINGHOUSE ELECT IC, WINN DIXIE IO(1 TOTAL p'S ALLOWED BY HEADWORKS 0.1160 .0400 .0045 0.0045 0_9250 0.0280 JANUARY 9, 1991 //TSS #Cd fiCr #Cu #Cn 1/Pb #Ni #Ag NZn 83.40 1.67 153.00 114.68 52.00 166.80 66.72 344.03 54.21 72.98 72.98 52.10 6.26 68.81 50.04 1834.80 525.42 2.50 923.00 312.75 50.04 204.33 2.09 5.20 23.35 10.01 2606.25 1303.13 35.45 156.40 12.51 106.34 11.47 8.34 967.44 417.00 8.82 8.82 52.13 62.55 140.11 0.0870 0.0002 0.0500 0.0025 0.0030 0.0033 0.0070 0.5700 0.6900 0.0140 0.0030 0.0900 0.0920 0.0230 0.0063 0.2240 0.0530 0.0033 0.0067 0.0070 0.0275 0.1251 0.0180 0.0230 0.0500 0.0013 0.0428 0.0700 0.4700 0.0040 0.0060 0.1150 0.1150 0.0375 0.1801 0.0070 0.0400 0.0800 0.0365 0.1605 0.0100 0.1001 0.0010 0.0008 0.0009 0.0520 0.0260 0.0035 0.0160 0.0035 0.0106 0.0011 0.0008 0.0240 0.0400 0.0009 0.0009 0.0052 0.0052 0.0257 0.0021 0.0090 0.0008 0.0016 1.6680 0.8340 0.0213 0.5320 0.0200 0.0023 0.0023 0.0116 0.0467 0.0009 0.0009 0.0104 0.0052 0.0584 0.0290 0.0360 0.0518 0.5700 0.0040 1.8350 0.2702 0.0270 0.5600 0.1751 0.0701 0.0167 0.0080 0.0130 0.0038 0.1770 0.0890 0.0354 0.2690 0.0135 0.0595 0.0023 0.0017 0.1930 0.1330 0.0009 0.0009 0.0104 0.0170 0.0934 0.2200 0.1430 0.7900 0.0800 0.0050 0.0030 0.0008 0.1800 0.0230 0.0600 0.0104 0.0052 0.0830 0.0130 0.0147 0.0100 0.0070 0.0160 0.1418 0.0117 0.0290 0.0140 0.0100 0.0050 0.0050 0.0108 0.0595 0.1790 0.1180 0.6550 0.0130 0.0120 0.5500 0.5500 0.4504 0.0751 0.0100 0.0040 0.0260 0.4400 0.4379 0.0992 0.1041 0.1001 0.0167 0.0130 0.0070 0.0049 0.0520 0.0260 0.0142 0.2060 0.0050 0.0020 0.0425 0.0069 0.0033 0.0484 0.0584 0.0038 0.0038 0.0396 0.0210 0.1448 0.0025 0.0040 0.0060 0.0019 0.3130 0.1560 0.0071 0.3130 0.0120 0.0893 0.0023 0.0017 0.0240 0.0133 0.0009 0.0009 0.0104 0.0100 0.0747 0.0320 0.0030 0.4170 0.0460 0.0052 0.0410 0.0207 0.0510 0.1251 0.4380 0.0530 0.0120 0.0650 0.0060 0.0240 0.0660 0.2640 0.0520 1.0090 1.1259 0.0070 0.0170 0.2627 0.2002 0.0167 0.0005 0.0060 0.0100 0.0094 0.5840 0.2920 0.0440 0.9380 0.1310 0.0035 0.0130 0.0893 0.0023 0.0092 0.0017 0.0083 0.0967 0.0717 0.0028 0.0028 0.0646 0.0052 0.0650 0.2335 2.332 13312.08 11149.93 0.6755 5.4004 5.7904 0.4190 2.8693 4.1679 1.5610 5.5638 32372.11 29316.17 2.1300 32.4000 7.7800 0.0000 11.9600 6.1600 26.5200 6.0000 NPDES=NC0024970 Variable Sum PIPE 37.0000000 _TYPE_ 0 _FREQ 253.0000000 MCDL 0.4575072 MCRL 2.9908097 MCUL 27.1811764 MNIL 1.9169742 MPBL 5.0408686 MZNL 31.3811593 MCNL 0.1146932 MHGL MAGL 0.0809940 MAS MPHENOL MFL BODL 22019.71 CODL 73067.89 TSSL 20010.18 MFLOW 2.2940971 CHARLOTTE March 4, 1991 Mr. M. Dale Overcash, Supervisor NPDES Permits Group Division of Environmental Management Department of Environmental, Health, and Natural Resources P. O. Box 27687 Raleigh, NC 27611-7687 Re: Request for Renewal and Expansion of NPDES Permit NC 0024970 McAlpine Creek, MECKLENBURG Dear Mr. Overcash: The Charlotte -Mecklenburg Utility Department proposes to improve the ability of the McAlpine Creek Wastewater Treatment Plant to treat its influent wastewater and thus improve the quality of effluent discharged to McAlpine Creek with the resulting improvement of the quality of the receiving stream. We have enclosed the standard form A application and the processing fee in the form of a check for the required renewal and expansion of the permit. This check is in the amount of $1200 and is intended to cover also the processing fee for the Irwin Creek and Sugar Creek Plants, applications for which are being sent under separate cover. CMUD requests a schedule for metals (cadmium, chromium, nickel, lead, and cyanide) with monitoring only from the date of issuance until December 31, 1992. Effective January 1, 1993, and lasting until the expiration of the permit, the effluent limitations for those metals listed will become effective. We agree that the metals will be limited as weekly average and daily maximum as specified in the NPDES permit issued June 8, 1990, as follows: Weekly Avg. Daily Max. Parameter (µg/1) (µg/1) Cadmium 2.0 5.1 Chromium 51.0 204.0 Nickel 90.0 360.0 Lead 25.0 35.0 Cyanide 5.1 16.0 Administration Division • 5100 Brookshire Boulevard Charlotte, NC 28216 704/399-2221 Charlotte -Mecklenburg Utility Department Mr. M. Dale Overcash, Supervisor March 4, 1991 Page 2 CMUD proposes to increase the flow of the McAlpine Creek Wastewater Treatment Plant to 48.0 MGD. We agree that, upon completion of construction of the facilities and calibration of equipment, the plant will be limited to 4.0 mg/1 CBOD5, 1.0 mg/1 Ammonia (NH3 as N), 15.0 mg/1 Total Suspended Solids, and other limits as appropriate. We propose that, during permit preparation, that appropriate winter limits be included. We propose that these new limits would become effective May 1, 1994, or following the first month that the plant's monthly average flow exceeds 40.0 MGD, whichever occurs first. We request that, during permit preparation, CMUD be allowed to present suggested alternatives to using flow to bring these new permit limits into effect. Toxicity limitations will remain as issued, but with the understanding that DEM will go to public notice recommending that these limitations upon request be modified based on modifications approved by the Director as per the Ad -Hoc Committee recommendations. Should any questions arise concerning this application, please contact Henry Forest at (704) 399-2221. Very truly yours, Charlotte -Mecklenburg Utility Department Jo C. Stowe, Jr. Director JCS/nct hD: 1 Preliminary Schedule CMUD Wastewater Treatment Plant Expansions Task Year 1991 1992 1993 1994 1995 Month JF MA MJ JA SO ND JF MA MJ_ JA SO ND JF MA MJ_ JA SO ND JF MA MJ JA SO1ND JFI MAI MJ _ JA_ SO _ND Planning Predesign Design Bidding Contract Award Construction Operational Startup Planning Predesign Design Bidding Contract Award Construction Operational Startup A I 1 r • 1 DISCHARGE SERIAL NUMBER 001 14. Description of Influent and Effluent (see Instructions) FOR AGENCY USE ' . Parameter and Code ' . Parameter and Code influent • Effluent . . • Annual Average Value Fo ..o c. a> (2) • Lowest Monthly Average Value • Highest Monthly A Average Value • Frequency of Analysis • Number of °% Analyses Sample Type Flow Million gallons per day 50050 31. 0 see •21 i 31.0 see 217 24.0 see 217 37.1 Cont. 365 NA pH Units 00400 6.6 7.1 5/7 260 G Temperature (winter) °F 74028 . 61 55 68 7/7 151 G Temperature (summer) °F 74027 72 64 77 7/7 214 G Fecal Streptococci Bacteria Number/ 100 ml 74054 (Provide 'if available) •P44 • . • Fecal Conform Bacteria Number/100 ml 74055 (Provide if available) 1.11 1727 5%7 260 G - Total Coliform Bacteria Number/100 ml 74056 (Provide if available) .' 4 I lt4 0 p, BOD 5-day mg/1 _ 00310 239 - 8.2 4.3 12.2 7/7 365 C Chemical Oxygen Demand (COD) mg/l 00340 (Provide if available) ' OR Total Organic Carbon (TOC) mg/1 00680 (Provide if available) (Either analysis is acceptable) . Chlorine —Total Residual ' mg/1 50060 0.49 0.17 1.1 7/7 365 G II-5 • •� 4 Parameter and Code tag Total Solids mg/I 00500 DISCHARGE SERIAL. NUMBER . 001 14. Description of Influent and Effluent (see Instructions) (Continued) Influent f Effluent FOR AGENCY USE rS4) taw 0 -ao a ci o y F ▪ e• bo 0 e u a ob> c;E Z' Ica' a n (4) (5) (6) (7) Total Dissolved Solids mg/1 70300 Total Suspended Solids mg/1 00530 208 17 7 26 7/7 365 C Settleable Matter (Residue) m1/r- 00545 Ammonia (as N) mg/1 00610 (Provide if available) 21.7 1.6 0.2 3.7 7/7 ;65 C Kjeldahl Nitrogen mg/1 00625 (Provide if available) 7.3 2.1 15.6 1/31 12 C Nitrate (as N) mg/I 00620 (Provide if available) Nitrite (as N) mg/I 00615 (Provide if available) Phosphorus Total (as P) mg/1 00665 (Provide if available) w 3.8 1.0 11.3 1/3.1 12 C Dissolved Oxygen (DO) mg/f 00300 MM� 11-6 1.0 • DISCHARGE SERIAL NUMBER 001 FOR AGENCY USE 15. Additional Wastewater Characteristics Check the box next to each parameter If It Is present In the effluent. (see Instructions) 15. Additional Wastewater Characteristics Check the box next to each parameter If It Is present In the effluent. (see Instructions) Parameter (215) _ IPresent I Parameter (215) • 1 Present I . Parameter . (215) Present Bromide 71870 . .. Cobalt 01037 • Thallium • • 01059 .. . • • Chloride 00940 • • " X Chromium 01034 ' • . • .:. ... X Titanium • . .01152 ..... • - . Cyanide.............Copper 00720 . _ . . . 01042 . .. .. .. _ .. , ...•.. ... .. . : x Tin ..• - .01102 ........ •• Fluoride 00951 • ' • Iran • 01045 . .. Zinc ' 01092 .-. . X Sulfide 00745 ... ' • Lead • • 01051 • ••.: • .. . ' -- .• - x Algicides* 74051 -• Aluminum 01105 . . • . X Manganese 01055 . • .. . . Chlorinated organic compounds* .74052 ' Antimony 01097 .' = . . ' • . • ' Mercury •• 71900 .' • ..... • ...... ' . - _. • Oil and grease 00550 ...- - .. • Arsenic 01002 .. • ' '...' — . • ' Molybdenum 01062 "' ' . • "' • • • .. Pesticides* 74053 . - . Beryllium 01012 • .. Nickel 01067 • . . X Phenols 32730 • Barium 01007 • • • •' . Selenium 01147 ' . . Surfactants 38260 Boron 01022 Silver •Radioactivity* 01077 • 74050 • • Cadmium 01027 •Provide specific compound and/or element in Item 17, if known: Pesticides (Insecticides, fungicides, and rodenticides) must be reported in terms of the acceptable common names specified in Acceptable Com- mon Names and Chemical Names for the Ingredient Statement on Pesticide Labels, 2nd Edition, Environmental Protection Agency, Washington, D.C. 20250, June 1972, as required by Subsection I62.7(b) of the Regulations for the Enforcement of the Federal Insecticide, Fungicide, and Rodenticide Act. - - • . • 11-7 DISCHARGE SERIAL NUMBER 001 • .w 16. Want Controls Check If the follow. Ing plant controls are available for this discharge • Alternate power source for major pumping facility Including those for collection system Ilft stations Alarm for power or equipment - fallure 17. Additional Information APS IX ALM FOR AGENCY USE . •A kill( Item Number Information 9 Overflow occurrences have been reported to the - ' ' Mooresville Regional Office. Both wet and dry weather o overflows have been due to either power failures, pump force main fai 1 jire, and/or rnnstrueti nn Artl vi f i es _ 11 By May, 1991 construction modifications will -change thl existing discharge treatment description to screening, g grit removal, primary clarifiers, roughing filters, activated sludge, secondary clarifiers, rapid sand f filters, chlorination,polishing lagoon. Solids w will receive thickeneing by gravity thickeners, t thickening centrifuge$ anaerobic digestion, dewaterin, , D S C t I1-8 *U. $. GOVERNMENT PRINTING OFFIC) 173 0 . 501•432 g FOR AGENCY USE 3 STANDARD FORM A —MUNICIPAL SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major Industrial facility discharging to the municipal system. using a separate Section IV for each facility desrrsp• tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material. the flow (in tha:- sand gallons per day). and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult : ible ill for standard measures of products or raw materials. (see Instructions) 1• Major Contributing Facility (see Instructions) Name 401a Number& Street City ' County State Zip Code 2. Primary Standard Industrial Classification Code (see Instructions) 3. Prtndpal Product or Raw Material (see Instructions) Product Raw Material 4. Flow Indicate the volume of water discharged into the municipal Sys- tem In thousand gallons per day and whether this discharge Is inter• mlttent er continuous. 5. Pretreatment Provided Indicate if pretreatment is provided p►lor to entering the municipal system 6. Characteristics of Wastewater (see Instructions) 406a 40eb Parameter Name Parameter Number Value 401b 401e 401d 401 e 401 f 402 403a 403b 404a 404b 405 American Cyanamid Co. 8300 Wilkinson Blvd. Charlotte Mecklenburg North Carolina 28 2821 122 thousand gallons Per day 0 Intermittent (int) O Continuous (con) Yes ❑No Quantity SEE HEADWORKS DATA ON BACK OF SHEET 4034 IV-1 Units (See Table III) GPO 665.7E This section contains I page. : INFORMATION ON MCALPINE CREEK NNTP 15;26:48 , : INDUSTRIES AND DISCHARGE POLLUTANT CO NCENTRA 1? /5 3Z 11 NAME NAME NAME NAME EC-MFG DUF N0,9 TILLET CI$AGY 51 C 34-23 25, '2943 •281� FLCN .0.049 0.002 0.009 0.028 (H5D) POL 23 7 32 N M E NAME q'tf- sHE N KEL BAEF N P CA Yt t., 311 2842 2843 73g5 0.166 0.045 0.031 $09 39.000 14.000 G^� ^•)0 1116 04G 1845.000 ,,.,,. 8 • 00 12 TSS 168,000 40.000 �f ��04,CCJ lEy?.�:y) ..�rS,G00 2. 000 1477.000 341.000 547.000 1500.000 �� UH3 -1.000 * -1.000 -1.000 '� -1 040 _ n ; moo CD 4.01$ 0.007 0.025 -1.400 1 oe° * -1. oo * -1.000 CR 0.91008 0.025 0.013 0.025 0.025 0.040 0.079 * 0.025 .0.0250.043 2t 7r 0.0251 CU 0.070 0.100 4. a23 - � ��. o, � 4. �r,5 CN 0.115 0.080 1.920 13.800 1S 0.016 0.040 0.004 * 0.239 *f.1;,a 0.2390.239* P3 0.375 125 s).650 * 0.352 H6 -1.000 * -�.40t; _ -1, 0�0 * 0 0.025 0.054 0.135 139.700 0.910 II 0.030 q4. 001 * 0.001 * 0.001 * 0.143 * �7.01 E * 0.150 0.059 0.105' A5 0,023 0.025 0.000 * ,° 0.350 0.035 0.205 ." 50,001 * 0.001 IN 4.910 - 0.320 0.075 4.00 i * 4, 025� 0, 452 PHE -1.00041* 0.185 0.155 1.33�0 -1.000 * -1.000 * 0.115 * 0.04300 -1.0000.05 {+� -1.000 * -1.000 * 0.006 * 0.001 0.115 * 0.115 * 0.043 ** AS -1.000 * 0.001 -:. oc, � -1.000 * � 0.001 * . 0.030 * 0.042 SE -1.000 * -1. Ci�I} _ -1.000 * 1. y0 * -1.000 *-1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * POL BOD 15.938 �• �+ L 0. 234 37.905 !60 t0$ 877. 2v ,9 US 6$.v+�i.�i_-" C,.�i.i7 n/� ��n/� `S y,f 1y 51 �:37,bv°i ri�e7y.v.�v 3ii.i77 'J. 150 344.909 T L n�p 562.. �•1 2.068 NH3 -1.000/►* -1.000 r.1, ..46.91,1 757.;. w � CD .7 4 * -1.Oir * . -1.000 * -1.000 * _1.000 * 1 } 00 -1.000 * -1.0srt� CR 2 -_ 0. is6 0 013 0 035 CU 0.02�9 0.0020.001 0.0j.6 0.025 9.724 0.002 �� 0.060 0.027 0.009 N 0.C)7 C + 4 jt;,, 0. Gam, 0. n91 2.658 .:•:. 0.000 J. 179 4. �� MG P9 0. 53 C. =)�)20.004 00. 24,, * 0.331 r 0.244:: -1 �,� 056 0. Gs)6 0 )`., .�•,0 *-�,�;l,t' t __ �,n, •+J1 0.187 52, . 7 ~ 0.003 0.002 0.014 t L.vit 0.'t54 '; i2,1, l� AS 0.0NI 09 0.000 000.107 0, 4G5 0.001 * ,, 013 0.053 VI 2.007 0.005 )..+:•1 *043 t1')1 * 0.0!:'1 * 'I,i;�r''! 1 PHE I 1,541 �.1,. AS -1 f 1.(,•.1. : -1.000 1 I) :27 * 1 '1 * 1, 1G 11.0°1'1 ['• .00 4 -1,00 f 0.0.0 3 0.e0 > i.001 * 0.15i 3 'J.jiii t-1�(lj�j� SE _1-1.000 n;;11 0.011 * 0.012 f 1,:0 * _1 00;, 1.000 f-1.00': f _1 000 ,0 f -1.00 f-1,C.X. f -1 ,V; INDUSTRIES AND POLLUTANT LOADINGS (POUNDS/DAD NAME NAME NAME NAME EC-"FG E`liF1C=; -_ .- TILLET CIEAG`{ (CYAN NAME NAME NAME Nc,,.tEL BASF,=1 • PCA IEFA!J• Li 4A 1 FOR AGENCY USE 1 _1 STANDARD FORM A —MUNICIPAL SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major Industrial facility discharging to the municipal system. using a separate Section IV for each faclllty deserts, - than.' Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material. the flow tin tht•..• sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult : lbie ill for standard measures of products or raw materials. (see Instructions) 1. Major Contributing Facility (soe Instructions) Name 401a Number& Street City County State Zip Code 2. Primary Standard Industrial Classification Code (see Instructions) 3. Prindpal Product or Raw Material (see Instructions) Product Raw Material 4. Flow Indicate the volume of water discharged into the municipal Sys- tem In thousand gallons per day and whether this discharge Is Inter- mittent or continuous. 5, Pretreatment Provided Indicate it pretreatment is provided prior to entering the municipal system 6. Characteristics of Wastewater (see instructions) 400a 406b 401b 401c 401d 401e 401 f 402 403a 403b 404a 404b 405 Aplix Inc. 12300 Steele Creek Road Charlotte Mecklenburg North Carolina 28 2390 58 thousand gallons per day 0 Intermittent (Int) OContinuous (con) CI Yes ONo 403d Quantity SEE HEADWORKS DATA ON BACK OF SHEET 4034 Parameter Name Paramet er Number Value IV-1 Units (See Table 11I) This section contains 1 page. GP; 8G5-7=E Ir FCRMAT ION ON MCALPI`:E CREEK NNTP 1 .LV 15.26. 3 , ;"i=csclES AND DISC HARSE rt".LLUTANT CONCENTRATIONS (T61L) 11 5 21+ 13 41 / S . 1.1 9 NAME NAME NAME NAME NAME NAME NAME NAME KEAP IX CELANE CC E"T 141ND1v HUNTERN FRITO 22g7 2390 28zi 221 I of ! �l�Zk 2052 20qg FL01 0.004 D.!iES 0.206 0.077 0.028 0.017 0.376 0.549 (ND) POL • BOD 913.000 99.000 31.000 307.860 * 715.000 1545.000 1237.000 617.000 TSS 678.000 56.000 27.000 108.560 * 593.000 684.000 1958.000 150.000 NH3 -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 CD 0.012 0.450 0.025 0.001 * 0.250 -1.000 * 0.025 0.025 CR 0.025 0.200 0.110 0.057 * 0.200 -1.000 * 0.775 0.025 CU 1.740 0.050 0.120 0.057 * 0.463 -1.000 * 0.065 0.670 CN 0.021 * 0.021 * 0.021 * 0.021 * -1.000 * -1.000 * -1.000 * -1.000 * P6 0.125 0.050 0.050 0.022 * 0.545 -1.000 * 0.025 0.085 HS 0.000 * 0.000 * 0.000 * 0.000 * -1.000 * -1.000 * -1.000 * -1.000 * NI 0.103 0.130 0.068 0.042 * 0.355 -1.000 * 0.150 0.073 AS 0.015 * 0.015 0.015 * 0.015 * -1.000 * -1.000 * -1.000 * 0.025 IN1.33=} 0.100 0.205 0.755 9.400 -1.000 * 0.320 0.250 * PHE 0.011 * 0.011 * 0.011 * 0.011 * -1.000 t -1.000 * -1.000 *-1.1)00 * AS 0.014 * 0.014 * 0.014 * 0.014 * -1.000 * -1.000 * -1.000 * -1.000 * BE -1.000 * -1.000 _ -1.000 * -1.000 * -1.000 : -1.000 * -1.000 * -1 nr.0 SE -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * POL POD TSS NH3 CD CR CU CN NI AG r riE, AJ EE So INDUSTRIES AND POLLUTANT LOADINGS (POUNDS/DAY) NAME NAME f:A1' NAME NAME NAME ,,�.�� 1..'t11L � NAME NAME f KEiiril♦ A LUA CELZI;E C0 EM! N ti11•• HUNTER LANCE FRITO 30.452 Lu6lu19 -1.000 * 0.000_ 0.001 0. 0: 0.001 * 0.004 0.000 f 0.003 0.(01 0.4:4 0,00;) t _ f / * 47.85'9 53.259 197.702 * 166.967 219.050 3879.034 2825.033 27.053 46.397 69.715 ,, 139,477 96.979 6139.975 869 945 -1.000 * -1.000 *-1.0r.:0 . -1.000 * -1.000 1 _1 r00 * -1.000 0..21a 0.043 0.031 * 0.053 -1.000 : 0.078 0.114 0.097 0.169 0.037 * 0.0 7 -1,000 * 2.440 0.114 3.065 0,024 0.206 0.037 = 0.113 -1. r.00 0.267 0,010 * 0.036 = 0.013 f-1.000 f _I 000 *-1.000 * -1.000 0.024 0.05 0.014 * 0.221 -1.000 I 0 07J i t9 •r. , r _ .i. guy 1.e00 t -1. 60 t _t 00(i * * -1 .�o * a.r. -1.000 .v•: 0.C63 r. Ifs 0 •27 0.11• J.02 • 0.090 -1.000 * 0.4700.114 0.334 0. :7 * 0.025 t 0 1il • `. 0 0. 43 2.195 . 0 t 1.003 1 14� 0. '•iv * 01.�11` 0.007 t-1.�..f1 t -1.000 o00 ' c. I : /. •17 t :} 1 . ` • •:: •/ -1. •J �: 1 � - 1 . V y � � J.•.•ri .=j�4 }.vv7 t -1 0 .f•il' , a. �1 t -1 .1 -1.��I0 t -i.:=:Ij t i,i'• 1 -1.000 f - 1 •i/./ - 1 �:.\:. 44) FOR AGENCY USE - —i STANDARD FORM A —MUNICIPAL SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major Industrial faclllty discharging to the municipal system, using a separate Section IV for each facility descr'p• tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material, the flow (in the., sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult ible III for standard measures of products or raw materials. (see Instructions) 1• Major Contributing Facility (see Instructions) Name Number& Street City County State Zip Code 2. Primary Standard Industrial Classification Code (see Instructions) 3. Prindpal Product or Raw Material (See Instructions) Product Raw Material 4. Flow Indicate the volume of water discharged into the municipal sys- tem In thousand gallons per day and whether this discharge Is Inter. mittent or continuous. S. Pretreatment Provided Indicate if Pretreatment es provided prior to entering the municipal system 6. Characteristics of Wastewater (see instructions) 40r6s 406b 401a 401b 401c 401d 401e 401 f 402 403a 403b 4044 404b 405 Cone Mills 436 Cone Avenue (Charlotte) Pineville Mecklenburg North Carolina 28 2211 77 thousand gallons per day p Intermittent (Int) ❑Continuous(con) ❑ Yes ❑No 4034 Quantity SEE HEADWORKS DATA ON BACK OF SHEET 4034 .40V Parameter Name. Paramet er Number Units (See Table III) Value Iv-1 This section contains I page. GPO 865.706 �T It;FCR;;Ht IO': aN MCALPINE CREEK WTI' 771 i-1vvv,'.1• 15•26•48 ., 51 FLOW IKS0) POL INDUSTRIES AND DISCHARGE POLLi1IA.N1 17 5 24 NAME NAME' NAME NAME 1:E"a0V LIk Act CELANE fll . 2 2g 7 2340 282- I 0.004 O.OSS 0.206 13 NAME CONEM I 2.21l 0.077 CONCENTRATIONS MGM 41 15 11q !q NAME NAME NAmF ,; ME NI11DIX HUNTER LANCE FRITO 2 01 f 262k 20 52 206'tR 0.028 0.017 0.376 0.549 50D 913.000 99.000 31.000 307.860 715.000 1545.000 1237.000 617.000 TSS 675.000 56.000 27.000 1OR.5v° * 593.000 684.000 95C 00, 00 �'N3 -1.000 * ,, � ,:r 11�,1.{,1f0 1�O.v!�) CO 0.0-1.000 * -1.000 * -1.000 * -1.000 * -1.00 * -1.000 * -1 000 a.vv . 450 0. 025 0.001 * 0.250 -1.000 * 0.025 0.025 CR 0.025 0,200 0.110 0.057 * 0.200 -1.000 * 0.778 0.025 1.740 0.050 0.120 0.057 * 0.483 -1.000 * 0.085 0.670 CN 0,021 * 0.021 1 0.021 * 0.021 * -1.000 * -1.000 :V * -1.000 *-1.100 * P8 0.125 0.050 0.050 0.022 * 0.945 -1.000 * 0.025 0.085 0.000 * 0.000 * 0.000 * -1.000 *-1.0`�t, -1.000 * -1.000 * NI 0.103 0.130 0.068 0.042 * 0.335 -1.000 * 0.150 AS 0.015 f 0.015 0.073 0.015 * 0.015 * -1.000 * -1.000 * -1.000 0.025 z•'1 1.330 0.100 0.205 0.755 * 9.400 -1.000 f 0.320 0.250 PHE 0.011 * 0.311 * 0,011 * 0.011 * -1.000 * -1.000-1.000* ) AS 0.014 * 0.014 f i ;, a � * *-1.000 , 014 * 0.014 * -1.000 * -1.000 * -1.000 * -1.000 * BE -1,000 *-1,000 *-1.0000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 SE -1.000 * -1.000 4 -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * POL BOD TSS NH3 CD CR CJ CN c. .1i AG ,u L.. FriE L INDUSTRIES AND POLLUTANT LOADINGS (POUNDS/DAY) ME LAME NAME NAME NAME NAME r.Citnlr♦ Ai i.i X C�t /,11'r' ^ Ct�1 LIItIt1It1 NAME NAME iAA { .1 --- ELAN; C0„EM1 a I,u HUNT LANCE FRITO HUNTER L:\ LANCE 1 �iTO _ 53,259��' i .7::. * avv. ev7 2i9.1•i�r,% 3879.034 r+fir!= 17T 22.618 27.088 7 .•_ems. �f•_ 083 h 69.715 -1.000 * -1.000 * -1 ,r: n ,,r.138.477 96.9'1? 6139.975 869.945 0.( 3 0 n 33') t-1.•rv� 1.03.0-1.vvji -1.000 -1.000 * n /� f.:.. v v. •f'! :' mot 1 O. 053 -1.000 1 A 07 J Q 0 ti�1 - ,� V.073 :i.11 0.'� 0.097 0.159 0.037 + 0.047 -1.000 * rl 4�.' } 1'4 •J f 0.053 0.024 2. z 0. 1 14 0.206 0.037 0.113 -1 1'�•f� 0.267 0.001 0.010 < '1 1)'t t 3.065 !. 36 0.013 00 r. 3 0.004 �S * • •r'-'f * a • t.l7) -1 Aril) i' 4 (� .'9L 0.014 a.v•r 0.000 0„00 f 1 .l ti i• ,,} 0.000 ; -1.000 t -1 11 i:ill`• 0.000 1 U..•;� 0.063 f 11; I! rl`7 ` ro -1.:.* r. 1 1 0.044 0 r 1.000 * -1.Gs;i1 4 -1 ;:ail0.114 1 . , (s.:�Ili' { 0.005 = .052 3: 2,195 -1.t•!'•'� 4 1.003 ..1c 1 145 ,, 0 0. 0 5 Z 0. :• 1 0.007 1. 3 3 * - 1. �� 0 Z -1.000 1 3 0 0. i - 1 A 0.007 11 •• ' 1 • 0 1•.11 _, , •0.009 4 -1. 0 0 4 -1333 t _ 1 -1.,. ,.i:•/-1,•.��;; L r,•�.1 - .:) a . ::l 1.:)33 t , 033 t - 1 .::11 a _ 1 i. `:1 FOR AGENCY USE 1 1 —1 STANDARD FORM A -MUNICIPAL SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major Industrial facility discharging to the municipal system. using a separate Section IV for each facility descrwp. tion. Indicate the 4 digit Standard lndustrlal Classification (SIC) Code for the Industry, the major product or raw material, the flow (in 1hne:• sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility into the muntclpal system. Consult : ible II! for standard measures of products or raw materials. (see Instructions) 1. Major Contributing Facility (see Instructions) Name Number& Street City County State Zip Code 2. Primary Standard Industrial Classification Code (See Instructions) 3. Prtndpal Product or Raw Material (see.instructions) Product Raw Material 4. Flow indicate the volume of water discharged into the municipal sys- tem In thousand gallons per day and whether this discharge Is Inter- mittent or cont'nuous. 5. Pretreatment Provided Indicate if pretreatment is provided prior to entering the muneclpat system 6. Characteristics of Wastewater (See ensiructions) 406a 406b Parameter Name Parameter Number Value 401a 401b 401c 401d 401e 401 f 402 4033 403b 40'4a 404 b 405 Frito Lay Inc. 2911 Nevada Blvd. Charlotte Mecklenburg North Carolina 28 2099 549 thousand gallons per day 0 intermittent (Int) 0Contlnuous (con) 30 Yes ❑No 4 t3d Quantity SEE HEADWORKS DATA ON BACK OF SHEET 4034 4b3 Units (See Table III) GPO 8t5.7t'F IV•1 This section contains ! page. T r..1?+F(:ri1AT iu.N, ON 1 CAI PING CREEK it1 1 nt. 1••� C:,...:...fnlP vV, 15. �2.+. ' i•r6.48' 51e-- FLD)d IIISD) POL 5"D TSS NH3 CD CR CU CN P8 NS NI AS IN PRE AS °E SE POL 80D TSS NH3 C0 CR CU F8 ira 41 AJ tl t.. AS FL EE Ec INDUSTRIES 4ND �? 5 N;ME NAME .�Q.IL 1tAUt- "c"N0V APLIX 2�97 2340 0.004 0.058 913.000 Y 675.000 -1.000 * 0.012 0.025 1.740 0.021 0.125 0.000 * 0.103 0.015 * 1.330 0.011 * 0.014 -1.000 -1.010 * NAME KE rn J t 30.453 V 22.613 -1.r00 * 0.000 0•V'r i //t, 0 1 0.053 0.001 * f 1. * 0.003 . 0.001 t 0.044 0.060 0.000 `1. 00 -1.;;0 a 11. 4 it - r, ;1:1T . _;-- l �J 4 99.000 56.000 -1.000 0.450 0.200 0.050 0.021 0.050 0.000 0.130 0.015 0.100 0.011 0.014 -1.000 -1.000 DISCHARSE POLLUTANT 24 13 NAME NAME CELANE CCNEMI ZSz i 2211 0.206 0.077 31.000 27.000 • -1.000 * 0.025 0.110 0.120 • 0.021 * 0.050 • 0.000 * 0.068 * 0.015 * 0.205 * 0.011 * * 0.014 * * -1.000 * * -1.000 * 307.060 108.560 -1.000 0.001 0.0.,7 0.057 0.021 0.022 0.000 0.042 0.015 0.755 0.011 0.014 -1.000 -1.000 CONCENTRATIONS 41 NAME 1IH01X 2011 0.028 715.000 593.000 -1.000 0.250 0.200 0.483 -1.000 0.945 -1.000 0.385 -1.000 9.400 -1.000 -1.000 -1.000 -1.000 INDUSTRIES AND POLLUTANT L0A:DINSS 1Pr UNDSJDAY) NAME APLIX .VGVVEC 27.083 -1.000 * !. 13 0.097 0. 02 4 0.010 0.024 024 0.000 0.063 0.007 0.005 * -1.1,0 j -1.050 4 NAME CELANE NAME C0 EMI JV595: .A.V2197.702 46.387 69.715 -1.O00 * •-1.00.0 0.:4: 0.011 0.159 0.037 0.206 0.037 0.036 * 0.013 !1 f} r.0E6 0.014 0.000 * 0.000 0.117 0.027 r. .•rJ 02 s t 0.010 •/ r.VJL 0 • r_ 0.024 .• 0.009 -1.000 f - 1 t . 222 * . �i t NAME i11N IX a +.y aVV1c• , f67 9 138.477 -1.000 0.058 0.047 0.113 -1.000 * 0.221 - 1 . 060 0.090 -1. 0.:r/ * �• 2.195 -1.000 ! -1.000 (NUL) /.s tq NAME NAME HUNTER LANCE 26243, 2252 0.017 0.376 NAME 1 , a . L 0.549 1545.000 1237 000 6 1 - 000 �/.H// var.•r:• 684.000 1958. 000 190.000 • -1.000 * -1.000 * -,.000 * 1 - 1.000 * 0.025 0.025 -1.000 * 0.778 0.025 - 1.000 * 0.0 5 9.670 * -1.000 * -1.O00 * -1.000 * - 1.000 * 0.025vuv . 0 085 * -1.000 * -1.000 * -1.000 * -1.000 * 0.150 0.073 4 -1.000 * -1.000 * 0.025 -1.000 * 0.320 0.250 * -1.000 * -1.000 *-1.000 * * -1.000 * -1.000 * -1.000 * * * -1.000 *-l.c!;0 -1.00 * -1.000 * -1.000 * -1.000 * NAME NAME NAME HUNTER LANCE i71LL•L 1 feiT0 219.050 96.978 -1.VYY :.0 -1.000 . - 1s!00 _1 RA0 -1.000 - 1.000 -1.000 - 1.00 -1.000 -1.000 - 1.000 - 1.000 - 1. 06 3879.034 32= 133 6139.975 869.945 -1.000 f -1.000 S * .,.t: 078 0.114 v 2.440 0.114 S 0.267 3.065 1.0 0 * -1.000 * 0.073 0.35/ • -1.03 * -1 t 0.470 ri 334 -1.:00 0.114 4 1.003 1.11 t 00,0. : -1 . •r •: V .`.ti a a . V•r�l t :i 1 001 1• FOR AGENCY usE - -i STANDARD FORM A -MUNICIPAL SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major Industrial faclllty discharging to the municipal system. using a separate Section IV for each facility descrnp• tion. Indicate the 4 digit Standard Industrial ClasSlflcatlon (SIC) Code for the Industry. the major product or raw material, the flow (in thou; - sand gallons per day). and the characteristics of the wastewater discharged from the Industrial faclllty Into the municipal system. Consult :able 1l1 for standard measures of products or raw materials. (see Instructions) 1. Major Contributing Facility (see lnstructlons) Name Number& Street City County State Zip Code 2. Primary Standard Industrial Classification Code (see instructions) 3. Principal Product or Raw Material (see Instructions) Product Raw Material 4. Flow Indicate the volume of water discharged into the municipal sys- tem In thousand gallons per day and whether this discharge IS Inter- mittent or continuous. 5. Pretreatment Provided Indicate if Pretreatment is provided prlor to entering the municlpal.system 6. Characteristics of Wastewater (see instructions) 408s 406b 401a 401b 401c 401d 401e 401f 402 403a 403b 404a 404b 405 General Tire and Rubber Company 1900 Continental Blvd. Charlotte Mecklenburg North Carolina 28 3011 Quantity 155 thousand gallons per day ❑ intermittent (Int) OContinuous (con) ❑ Yes ❑No SEE HEADWORKS DATA ON BACK OF SHEET 4034 Parameter Name Paramot er Number Value • Units (See Table Ili) GPO 865.706 Iv-1 This section contains 1 page. . INFORMATION O1 JI! MCALPINE CREE:. WHIP 15:28• DD NAME - S I!€MON :. 25SrQ FLO:# • 0.003 (MGM POL . EOD `i ", 33.000 TSS 26.000 NH3 1.000• + CD 0.025 . CR . 0.023 CU 0.025 • CH -1,000 PB 0.135 NS • -1.000 NI 0.030 AG 0.025 t!t 0.160 PHE -1.000 AS -1.000 6E -1.000 SE -1.000 POL • INDUSTRIES AND I=ISCHARGE POLLUTANT CONCENTRATIONS AMG/L) NAME SENTIR 30, 1 0.155 r NAME NESTS NAME NAME NAME Ti NEltS HS S�'AMEFG FRUHAF FLEET M.ENAH Cc , N 3- 511 371 3715 42/ 3 42/4 4214 0.025 0.003 0.028�p 0.020 0.004 0.009 97.000 208.000 7.000 13.000 246.000 281.000 760.000 307.000 348.000 8.000 16.000 246.000 tit,0•.0Q 767.000 -1.000* * -1.000 * -1.000 -1.000 -1.000 1.000 -1.000 0.025 � 0.02., 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.035 0.023 0.150 0.080 S 0.038 0.048 0.025 0.42., 0.025 0.025 0,063 0.043 -1.000 * -1.000 * -1.000 * -1.000 •� 0.095 -1.000 * -1,000 -1. 00* 0.110 0.050 0.110 0.065 0.145 0.140 -1.000 * -1.000 * -1.000 * -1.000 . -1.000 * -1,000 x. -1.004 * 0.070 0.040 0.025 0.030; 0.043 0.012 0.055 0,025 0.025 0.025 -1.000 * -1.000 * -1.000 * 0.025 5.400 0.540 0.310 0.105 1.160 : 0.235 0.175 -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 -1.000 * -1.000 * -1.000 * -1.000 * 1.00s� *• -1.000 -1.000 -1.000 * -1,000 •* -1.000 i-1.000 * -1.000 -1.000 * -1.0!�4 * -1.000 * -1.000. � -1.000 { -1.000 * -1.000 * -1.000 * -1.000 INDUSTRIES AND POLLUTANT LOADINSS (POUNDS/DAY! - 'A'E S:. O!NAME NAMENAME-- NAME NAME NAME _ IA ME 6EUTIR )EST;HS SPCMF 6 FRUHAF FLEET KENAN CENTRN 900 0.826 125.392 43.368 0.175 3.036 41.033--37. TSS 0.65F 376.257 72.558 0.200 3.7368.417 57.571 41.033 $. ?7 = NH3 H-1.000 * -1.000 * -1.000 * -1.000 } -1.000 * ^0-1..,71 CD 0.001 0;032 -1. Y•0 * _1 ^�t:� CCO 0.006 0.004 4..;►31 CR 0.0•^.1 0.03? G. C'CS G. Gi)1 0.006 0.002 CU 0.041 0.194 0.006 0.002 0.002 0. 0 17 00 c 0.004 El -1.000 C. 001 4. YYv 4 nl,� - .OY•. * -1.)00 * -1.000 1 -1.000 . _i n f0.0030 0. ,�,, +2z ,, ^.,-1. Y -i .. l .. 023 0.101 0. 026 !, , , . �00 HS 1 1.000 1.1.+Y •J -] .000 -1.000 4 -1.000 0.005 .00l I,I 0.001 !1.v9�9 0.008 n , .:YO-1,r:','1}-].f!jL' 0. 00! 0. 007 0. 002 0.0000.006 iJ 0.001 0.032 ru rr O, 005 4. C+)1 -1. 000 _, 4!,�l L.. 4• V')4 V. °81 0.113 . 1 i 7 0.0`a /��: l . !t• * -1.1i ,'�) f 0.002 1� I, r�`. ..- -1.000 f -; . Div J * -1 ruiil Y _, �r,�l * _ 1 !,fj1 �... •} 4. �'l.:' 0.013 ,� -1.000 � 5 ! , 3•: ! 1 . �' f . 0•. '1i -1.000 a 11P.,: _ 1 iC -1.:04 . 00 * -1.000 * -1, 000 * _! 31:, ! 1.40) f-1,(�rl;) * -1,000 _! r,;,.e 1i' i -1.000 * .� -]1.0 -1.00) 4 -, Y1 = -s.�r1 * -i.v�.�.l �' _! F.'t�y _{ ili,!• 1i 00 �-1.��r%�l * I . 00 1 . 00 * -1.000 * _ 1 1)3 CEi AUL f DATA ",E • FOR AGENCY USE 1 STANDARD FORM A —MUNICIPAL SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major Industrial faclllty discharging to the municipal system. using a separate Section IV for each faculty desert!). tion. Indicate the 4 digit Standard Industrial Classlflc.atton (SIC) Code for the Industry. the major product or raw material. the now (in thn,.- sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult : Stile 111 for standard measures of products or raw materials. (see instructions) 1. Major Contributing Facility (see Instructions) Name 401a Number& Street City County State Zip Code 2. Primary Standard Industrial Classification Code (see instructions) 3. Prindpal Product or Raw Material (see instructions) Product Raw Material 4. Flow Indicate the volume of water discharged into the municipal sys- tem In thousand gallons per day and whether this discharge Is Inter. mittent or continuous. 5. Pretreatment Provided Indicate if Pretreatment is provided prior to entering the municipal system 6. Characteristics of Wastewater (see instructions) 408a 406b 401b 401c 401d <01 e 4011 402 403a 403b 404a 404b 1405 Henkel Corporation 3300 Westinghouse Blvd. Charlotte Mecklenburg North Carolina •28 2842 166 thousand gallons per day 0Intermittent (Int) ❑Continuous(con) Yes ONo 40k 4*3d Quantity SEE HEADWORKS DATA ON BACK OF SHEET 4034 sox Parameter Name Parameter Number Value Units (See Table III) IV-1 GPO 865.70C This section contains I page. r. ..1),FOR2 AT 1 CN ON CALPINE CREEK MWTP 15:26:48 • . INDUSTRIES AND DISCHARGE POLLUTANT CONCENTRATIONS (MS/L) 17 15 3Z 11 !SAME NAME NAME NAhE NA. E EC-MFG DJF NCR TILLET CIBGY At; , r 5I C 34-zq 95 a 28ii3 zeta I�Qc ',I � 28z FLOM .0.049 0.002 0.009 0.028 0.122 (ND) POI SOD TSS NH3 CD CR cu CN P3 HG NI AS ZN PHE AS BE SE PCL 2�3 ME H;NKEL 2842- 0.116 J ?- NAME NAME 3 EFI i FCA 2q3 73ct5 0.045 0. 03 1 37.000 14.000 505.000 1116.000 1845.000 8s 00, 832 00f 1 � t 0: 168.000�.4.v:.1 lr.��..v3. ��0�,0„0 40.000 2.000 1477.000 341.000 547. 000 150n 00 -1.000 * -1.000 * -1.000 * . �, y ,o a�. o00 -1.000 * -1.000 * -1.000 * -1.000 * -i 000 * 0.018 0.007 * 0.025 0.025 0.013 0.025 0.025 0:910 0.025 0.040 0.079 * 0.025 0.025 0.043 26.070 0.105 0.070 0.100 0.025 0.115 0.080 1.920 13.8C0 0.180 0.016 0.040 0 004 * 0.239 * 0 239 * ?39 Y �0.2.,. . 0.650 * 0.352 * 0.y 7� 5 0.125 0.050 0.025 0.050 0.135 -1.000 { -1.000 * -1.0;;: * 139.700 0. s10 0.001 * 0.001 * 0.001 * 0.143 * . , 0.030 0.150 0.025 ,tea • �aCa� * .025 0.058 0.105 0.350 0.035 0.205 0.023 0.025 0.000 * 0.001 * 0.001 * 0.001 * 0.025 4.910 - 0.320 tti. 0?5 0a 452 0.185 0.155 1. 330 T 000 0. 2S -1.000 * -1.000 * _, �►r,:, ,,. • , 5 t,000 * 0.115 * 0.115 * 0.115 * 0.043 * -1.000 * -1.000 * -1.000 * 0.006 * 0.001 * 0.001 * 0.001 * . 0.030 o -moo * -1.000 * -1.000 * -1.0;0 * -1.000 * -1.000 *-1.000.00 * -1.000 *-1.000 * * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * INDUSTRIES AND POLLUTANT LOADINGS (POUNDS/DAY) -- NAME NAME •,,u� �n1 E NAME NAME NAME ► HE NAME EEC-"FG DiFIOR TILLET CIEn6V AICYAN Ht:., ; EN,. EL RUIN PCA DOD 15.938 0.234 37.905 260 cn ISS a cc. •.•. 260. 08 1877.251 1231.659 687.550 311.7 9 7 0.150 344.909 346.9615628i7.0 r NH3 -I.00C * -1.000 * , (,, : , 751. 239 _.:;bu 0.006 CD 0.007 , iron -1,ni 1•�=:;C * -1.000 *-I.00:) * -I.o o * -1.000 * CR 0.372 s 0.002 0.0060.013 C 035 CU 0.029 ;j,0{,? i. •`r` .• 0•060 9,7S4 0.0270.009 :.:1:(= 0. 027 O. 081 638 CN 0.007 0,001 r, i:i•i; �( , i,_•: '} t , 5.17i 0. G47 0.153 , :01 v, •ry . 0. 056 * (j 243 * V 331 Y t ; � , 0.091 P3 r,r .33i V.002 0.004 fi, 00 �. it4 * V, �, 1 HG0.005 -1.000 *-:.�,:; *-1.000 * (.: 0.051 0,1910.053 52.429 0.235 0.001 * 0.002 0.014 15 •• 0.074 L1� r 0.013 09 0.000 , 0.001 * 0.001 * 0.01 L_e 2.007 0.005 0.000 0.043l043 .153 1.541 7 1170 1.000 * -1 Ci_;) * - is!) a ,.0.001 4 EE v.t:1.. a. 0 -1.000 i -1,(00 * -1.000 = EEF A11 i 04 ii 40 FOR AGENCY USE l -1 STANDARD FORM A -MUNICIPAL SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major industrial faclllty discharging to the municipal system. using a separate Section IV for each faclllty descr,p• tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry. the major product or raw material, the flow (in tho.:• sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult tole III for standard measures of products or raw materials. (see Instructions) 1. Major Contributing Faculty (see Instructions) Name Number& Street City County State Zip Code 2. Primary Standard Industrial Classification Code (see Instructions) 3. Prindpal Product or Raw Material (see Instructions) Product Raw Material 4. Flow Indicate the volume of water discharged into the municipal sys- tem In thousand gallons per day and whether tn.s cuscnarge Is Inter. mittent or continuous. 5. Pretreatment Provided Indicate if pretreatment es provided prior to entering the municipal system 6. Characteristics of Wastewater (see instructions) 408 s 406b Parameter Name Parameter Number Value 401a 401b 401c 401d 401e 401 f 402 403a 403b 404a 404b 405 Hoechst Celanese Corp. Fibers Group Dreyfus Research Park, Archdale Drive. Charlotte Mecklenburg North Carolina 28 2821 206 thousand gallons p•r day Intermittent (Int) °Continuous(con) i] Yes ❑No 403C 403d Quantity SEE HEADWORKS DATA ON BACK OF SHEET 4034 4 2f • Units (See Table III) GPO 865.70E IV-1 This section contains 1 page. 40 r"INFORMATION ON MCA P1•E CREEK WTI' 1..5:26:43 POL ..D. TSS IYH3 CD CR CO CH PB HS NI AS IN PHE AS 2E SE POL DOD TSS NH3 CD CR CJ yV P u '.i AS 7 t1 HE AS EE Ec 11 5 ME NAME KEMNOY fi°LIB 22g7 234o 0.004 0.0f8 913.000 675.000 -1.000 .0i2 0.025 1.740 0.021 01 . 12., 0,000 * 0.103 0.015 * 1.330 0.011 * 0.014 * -1.000 -1.000 * NAME KEin0V 30.458 -.Mtau10 -1.000 f 0.000 0. 00 1 n.05 0_- J 0.001 0.0 r:0 4 0.003 -0.001 * 0.y+4 t -i.S.. 3 -1 1•�• s r.r-•121 T 99.000 56.000 -1.000 0.450 0.200 0.050 0.021 0.050 0.000 0.130 0.015 0.100 0.011 0.014 -1.000 -1.000 INDUSTRIES AND DISCH ARSE 2.1.1 NAME CE1ANE LtLr .1. 28Z1 0.206 31.000 27.000 -1.000 0.025 0.110 0.120 * 0.021 0.00 * 0. 00 0 0.068 * 0.015 0.205 0.011 * 0.014 s -1.000 0 _00 • -1.000 POLLUTANT CONCENTRATIONS (NUL) 13 41 /5 NAME NAME CO NENI JINDIX 2.211 2of1 0,077 0.028 307.850 108.560 • -1.000 0.001 0.057 0.057 • 0.021 0.022 • 0.000 0.042 * 0.015 0.755 • 0.011 0.014 • -l.v0vv00 • -1.000 715.000 593.000 - 1.000 0.250 0.200 0.483 -1.000 0.945 - 1.000 0.365 -1.000 9.400 - 1.000 -1.000 - 1.000 -1.000 INDUSTRIES AND POLLUTANT LOADINSS 1P011;DS/DAY) NAME A. NAME A Lin 7.uGvJ3� 27.088 _1.00, . C:v 0.097 0.024 41• 0.010 ly.1.24 ,r. :' 0.000 0.0t3 ..vr07 n r 0r•0 .0J It �. '1 I . Y V 7 1.000 1.000 NAME CELANE CT .259 46.387 387 * -1i100 * . 0.043 089 .1 0.206 0. * 0.0E6 0, :00 f 0.117 02: t f 0.01' . t 0.024 • 1 . . . 4 -1.000 4 NAMEC ItR1 tL E11 197.702 * 69.71S . -1.!;0i!' 0.001 * 1'„7 Yff 0.013 0.014 * r. . 0.010 i. • • 5 4 �. v•,7 f NAME NAME HUNTER 262k 0.017 1545.000 684.000 • -1.000 -1.000 - 1.000 -1.000 ▪ -1.000 - 1.000 * -1.000 - 1.000 * -1.000 -1.000 * • -1.000 i -1.000 • -1.000 * -1.000 166.967 133.477 n00 * 0.058 0.047 0.113 -1.00 * .221 -1.000 r U.•i • r90 : -1 ,':n 2 • 1 • 5 i • , y * f 1•• -• 000 ! NAME HUNTER 219.050 96.978 - 1.000 -1.000 - 1.000 -1.•,000 t:•VV _.YnO - 1 n00 a.y•r:� - 1.00 -1.000 - 1 r• : .' 1 . . r.. oo f a f f } NAME NAME LANCE FRITD 2C� 52 �,o qq 0.376 0.549 1237.000 [17.:•v 000 us 1955.000 190.000 - 1.000 * -1i000 0.025 0.025 0.025 0.775 0.095 0.670 00 I - 0 � -1..0 ,t:0 * 0.025 0, 085 - 1.000 * -1.000 0.150 0.073 -1.000 * 0.025 0.320 250 -1.000 * -1.000 -1.000 * -1.000 4 - 1.000 * -1.000 _. -1.000 : -1.000 f 3E79. 034 6139. ;75 - 1.00 0.078 2.440 0.267 - 1.000 - l.vi:•00 t 0.470 - i•00 1.003 - 1.000 -1.000 -1.000 NAME E R•:ITN r. t 2E25.033 S69.945 * -1.000 * 0.114 0.114 3.065 -1.000 r'{v .Ei V - 1.000 * • 0.114 1.145 -1•V1' 0 i, * 1 * -1.000 4 -1.000 4 -1 jti:0 4h ft , STANDARD FORM A —MUNICIPAL SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM FOR AGENCY USE I —1 1 Submit a description of each major Industrial facility discharging to the municipal system. using a separate Suction IV for each facility descrip- tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry. the major product or raw material. the flow (in the.:• sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult :able III for standard measures of products or raw materials. (see Instructions) 1. Major Contributing Facility (sue Instructions) Name Number& Street City County State Zip Code 2. Primary Standard Industrial Classification Code (see Instructions) 3. Prindpal Product or Raw Material (see instructions) Product Raw Material 4. Flow Indicate the volume of water discharged into the municipal sys. tem In thousand gallons per day and whether thus discharge Is Inter. mlttent or continuous. 5. Pretreatment Provided Indicate it Dretreatment is provided prior to entering the municipal system 6. Characteristics of Wastewater (see instructions) 408a 406b Parameter Name Parameter Number 401 a 401b 401c 401d 401e 401 f 402 403a 403b 404a 404b 405 Lance Inc. 8600 South Boulevard Charlotte Mecklenburg North Carolina 28 2052 Quantity • 376 thousand gallons per day 0 Intermittent (Int) ° Continuous (con) (JYes ONo SEE HEADWORKS DATA ON BACK OF SHEET 4034 403 Units (See Table 11l) Value IV-1 • This section contains 1 page. GPO 865.706 1. INFORMATION ION ON 1 ALrL1NE CREEK aA IL_ P �` LV , 15: 26: w • T? 1 BANE NAME NAME NAME ' NAME NAME KEM IOV APL I X CELANE CHEM N I NO I X HUNTER 2247 23go ZSZ.i 2.211 tot 1 262k 0.004 0.058 0.206 0.077 0.028 0.017 POL INDUSTRIES AND DISC PARSE POLLUTANT CONCENTRATIONS 1u8/ J q NAM LANCE 20 52 0.376 8"D 913.000 99.000 31.000 307.860715.0001545.0001237.000 L 0. 1,17.:00 TSS 678.00 56.000 27.000 108.560 * 593.000 684.000 1958.000 190.000 NH3 -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 CO 0.012 0.450 0.025 0.001 * 0.250 -1.000 * 0.025 0.025 CR 0.025 0.200 0.110 0.057 * 0.200 -1.000 t 0.775 0.025 CU 1.740 0.050 0.120 0.057 * 0.483 -1.000 * 0.085 1.670 CN 0.021 * 0.021 * 0.021 * 0.021 * -1.000 * -1.000 * -1.000 *-1.000 * P6 0.125 0.050 0.050 *-1.0005 .♦ 9 0.022 0.445* O.O�J 0.085 NS 0.000 * 0.000 * 0.000 * 0.000 * -1.000 * -1.000 * -1.000 * -1.000 * NI 0.103 0.130 0.068 0.042 * 0.365 -1.000 * 0.150 0.073 AS 0.015 * 0.015 * 0.015 * 0.015 * -1.000 * -1.000 * -1.000 * 0.025 I'1 1.31:) 0.100 0.205 0.755 * 9.400 -1.000 * 0.320 0.250 * PHE 0.011 * 0.011 * 0.011 * 0.011 * -1.000 *-1.000 * -1.000 * -1.000 AS 0.014 * 0.014 * 0.014 * 0.014 * -1.000 * -1.000 * -1.000 -1.000 * 8£ -1.000 * -1.000 *-1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * SE -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * INDUSTRIES AND POLLUTANT LOADINGS IP0U 1DS/DA! INDUSTRIES 1 lV7 r'It.t, LOADINGS t J•JI J Ln \�FNAi:iRL NAME NAME ME NNA E NAME v ••0u A POL BOD 30.458 A ocs cT �,r 'J `t7.833 53.259 197.702 * 166.967 219.050 3E79.034 2525.033 TSS 22.615 ! 27.053 46.387 69.715 • 138.477 9F '9 8 o _1 il.�l_ bllf.975 86S.9 5 NH3 1.000 * -1.000* -1.000 41 CD 0.000 ••+:3 .: *• -1.•)r.:0-1.000 -1.000 *-1,riZ:'t _, rir11) 0.2•2, 0.043 0.001 * 0 055 -1.000 * 0.078 CR0.001 •..1 14 0.097 0.1590.047 rl 1 Z CU 0.4�; O.O s 0.2t;5 v., * , -`_.y�)0 * 2.440 0 11e CH ,� * V. 'i/ a 0. 1 i�' -1.000 * 0. ,67 ,1 1 3.065 .. .0v0.010 * I). •)•:6 2 0.013 * -1.000 1 �r:n r,; O. ;24i.Y i ..•.v1 Fa 0.C:? [r,'1_L 0.014 * 0.221 _1 '`n.� 078 uJ 0.000 * 0.000 * A r♦.♦ 1♦ .1A :. t•:•:' 0.Lit t.3Ef •I.000 * 0.000 * -1.000 't _t co , -1.000 0.:17 0.027 2 0.090 -1.000 0.007 -J 0.01 0.010 1.:;00 * -1.000 * -1.000 • i 114 Fi rl `'ii:! y r i. .3:• 1.000 4 1.903 t . 1 15 i. Y *' 0 . 0 5 * 0.01i Ij i. -, 1 .r C � .};• •• 1.•i V•i 1 ^J . li•. •. ;;. 7 = 0. 024 1. v i7 i - 1 :.•:t. 1 _! ritt -1.000 EE •• .o -I.9: .i:j * -1 t -' 99 t -1 I.0:f -: ..• 1.VV•' 1.',:•0 1. . T 4 rZ-'sjt T DV 43 STANDARD FORM A —MUNICIPAL SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM FOR AGENCY USE - � J 1 Submit a description of each major Industrial facility discharging to the municipal system. using a separate Section IV for each facility descr.p• lion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material, the flow (in the..• sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult : Ible I11 for standard measures of products or raw materials. (see Instructions) 1. Major Contributing Facility (see Instructions) Name Number& Street City County State Zip Code 2. Primary Standard industrial Classification Code (see Instructions) 3. Principal Product or Raw Material (see Instructions) Product Raw Material 4. Flow Indicate the volume of water discharged into the municipal sys- tem In thousand gallons per day and whether this discharge Is Inter. mlttent or continuous. S. Pretreatment Provided Indicate if pretreatment is provided prior to entering the municipal system 6. Characteristics of Wastewater (see instructions) 406a 406b 401a 401b 401c 401d 401e 401f 402 403a 403b 404a 404b 405 Stone Container Corporation 10201 Industrial Drive (Charlotte ) Pineville Mecklenburg North Carolina 28 2653 116 thousand gallons per day 0 intermittent (int) Continuous (con) Yes ONo 403d Quantity SEE HEADWORKS DATA ON BACK OF SHEET 4034 Units (See Table III) Parameter Name Parameter Number Value GPO 865.70E IV- I This section contains I page. w • . rt 11FD RMAT T D'i `►i MCALPI? E 'REEK NUTP -. 14-19E6 15.26:48J • INDUSTRIES AND DISCHARGE POLLUTANT CONCENTRATIC•NS 1116/L) NAME NAME NAME ?f1E NAME 'NAME R AR STR 'A" ALLIED DELi1PR PK6PRD ST •0E 7q 32q? 2731 z45 24753 FUN 0.021 0.016 0.020 0,025 0.016 0.037 Stt POL NAME STONEC K,75.316 NAME IECT'R .1L.J, 1! 2653 0.014 800 3.000 219.000 20.000 67.000 292.000 .c 4. 000 79.00s) 41;5, ^"JO 163.000 425. 0 0 11.000 163.000 185.000 3770.000 941.000 226.000 NH3 -1.000 * -1.000 i -1.000 -1 -1.000 * -1.000 * -1. s:00 CD 0.012 00' r . -1.000 * -1.0jl0 '� 0.025 0.025 0.163 0.025 0. CR 0.054 * 0,054 * 0.012 0.238 0.098 00}25 � 0.025 • 3�0.143 0.012 0.012 CU 0.012 0.160 0.010 0.175 0.060 1.810 0.748 C?. 0.096 * 0.096 * 0.096 * 0.240 * 0.001 * 0.0s 1 * 0.025 PS 0.0500.050 � f 0, C01 � 0.OiJ! * 0.050 0.050 0.050 1., q `6 0.001 _ 0.001 `' 0.t/5 0.055 0.120 • 0, G01 0.009 • 0.000 • 0.000 f 0.000 0.000 NI 0.025 0.043 0.078 0.025 0.040 0.039 0.025 A6 0.001 { 0.050 0.001 * 0.025 0.058 -1.000 4 -1.000 I -1.000 * -1.000 IN 0.025 0.390 0.280 0.350 0.410 PHE -1.000 • -1.000 0.215 0,063 0.910 * -1; .000 * -1.000 * 0.007 * 0.007 0.007 } 0.007 * AS 0.001 * 0.001 4 0.001 * -1.000 * -1.000 1 • -1. 0•)+? f -1. 000 * -1.000 * BE -1.000 * -1.000 * -1.000 * -1 000 • -1.000 -1.000 -1.000 SE -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 -1.000 * -1.000 1 PCL 900 TSS t,k s CD CR cu 1.t P9 MG ►I AS ZN HE AS iE SE INDUSTRIES AND POLLUTANT 1OADIN 7:(P .ZSIGA:1 NAME NAME RANI_ NAME NAME - -NAMv NAME NAME•[HCTR REXUAM ALLIED DELMPR PKOFRD ST.JOE STO Elm EETy h L.,. t .tR 0,525 29,223 0 U'• 3.336 13.970 39.,64 149.661 157.693 0.701i 10.542 1.835 33.586 24.6E6 1163.347 910.361 -1.000 * -1.000 = -1,000 f -1.000 4 -1.000 +V•J.. •• 0.003 0.00; 0.034 0.0030 ^:1° .34 J.li:, •i• 7 * 00.2 0.050 0.013 0.012 0,002 0.021 0.015 0.0.36 0.005 0.0/� 044 ♦ 24 j� 017 0.55 i 0.724 17 * 0.01♦i * 0.016 * 0.050 * 0.000 * tr.; 0.009 0.037 0. L•:U t I .001 • 0 0.002 0 01 r. 0.054 0 j,l;r� i r, , a 0.0070.053 ..:•. 0, 000 f 0 i:ri0 i 0.002 a 0.000 1;r 0.000 0.004 r li ( •..006 0.013 0.005 0.012 0.024 -1.000 {0.:0 x 0.000 * .00-1.00 ' -1,000 fIil, 0.012 0.055 006104 0.052 0,0047 0.073 ;,Ia * .s 0 1:0 { -•��s 0.002 t ).�)7 *J.00 D.:,4 -1.vr,; . ;.rlr; 4 4 �`i:.l -1.000 1. V = a.��l:: a• .. t -t •��tr• .e� s a. 1 • - 0J.r V -1 -1 ..•.:c i -1. .: 4 _1 C . f _t r. 49.623 26.388 -1,01:0 * 0.003 0.001 0.003 0.000 0.014 0,000 { -11.000 0.105 0.001 } -1.00 -1.000 -1.f; 0 i , c : j J•1j,,L ar 4% • $ . J`ATA AND INFLUENT flt1T r P NECREEK +: Hr521 , PINE'VILLE NC INFLUENT LIMITS FOR M..fiL I.�L �,t1T1 , I:�Y , U T OPERATIONSR Mj n PINE C CREEK W1 TP INCLUDE: i 1 F:,, MCALI l ICE CI�L►.f\ if} 1 I PRIMARY CLARIFICATION ACTIVATED SLUDGE POLISHING FOLD/LAGOON TRICKLING FILTER OR ROTATING BIOLOGICAL CONTACTOR NITRIFICATION ANAEROBIC DIGESTIO}; SLUDGE DISPOSAL METHOD FOR MCALPINE CREEK WHTP IS LAND APPLICATION PARAMETERS USED FOR CALCULATIONS AVERASE TOTAL FLOH(MGD) : 26.2 SLUDGE PEON TO DISESTER(MSD) : .183 DOMESTIC FLOW (MSD) : 23.893 SLUDGE FLOW TO DISPOSAL tNGD) :.108 } INDUSTRIAL FLOW (HD): 2.307 X SOLIDS : 28.9 POLLUTANT: INFLUENT SAMPLING 1 NPOES EFFLUENT LIT;. WATER QUAL. CRITERIA* SLU DGE CRITERIA ( DATA (MG/L) } (t4S/L) (MS/L} (;SG/L} 0I LL.usr -+ /-j998 15: 6:48 BOD TSS NH3 CD CR CU CN P'8 H6 NI AS tN PHE AS 8E SE 266.000 238.000 1 - 19. 0O0 0.005 0.112 0.092 0.000 0.158 -U7000 0.023 0.000 0.:23 , 0.000 0.000 0.000 � 0.0:0 -1 = NO DATA PROVIDED * DILUTION RATi0 IS: 1.007405 :1 8.000 10.000 -1.000 30.000 -1.000 -1.000 2.000 4.000 999.000 - 1.000 0.002 8.100 -1.000 0.050 112.000 - 1.000 0.015 133.000 - 1.000 0.005 -1.000 -1.000 0.025 99.300 -1. 0 00.000 - 1.000 6 0.050 15.00 -1.000 0.010 -1.000 - 1.000 00.050 354.000 - 1.000 -1.000 -1.000 -1.000 0.050 - 1.00000 -1.000 0.011 -1.000 - 1.000 0.00 -1.000 . 1 ., 15:26:46 INFORMATION ON MCALPINE CREEK NNTP INDUST,RIES AND DISCHARGE POLLUTANT CONCENTRATIONS (MS/L) t1 1 5 33 11 23 ri 32- �' NAME NAME NAME NAME NA. F. NAME v NAME t1A.f� NAME EC-MF5 DUFNOR TILLET CIEAGY AHCYAH HENKEL 9ASF1N PCA 5 C 34-223 36.34p, '2943 281<P 26t1 2842- 28g3 73,75 FLON .0.049 0.002 0.009 0.028 0.122 0.166 0.045 0.031 IMOD) POL DOD 39.000 14.000 505.000 1116.000 1845.000 894.000 1632.000 1206.000 TSS 168.000 40.000 2.000 1477.000 341.000 547.000 1500,000 8.000 NH3 -1.000 f -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * CD 0.018 0.007 * 0.025 0.025 0.013 0.025 0.025 0.025 CR 0.910 0.040 0.079 * 0.025 0.025 0.043 26.070 0.105 CU 0.070 0.100 0.025 0.115 0.080 1.920 13.800 0.180 C8 0.016 0.040 0.004 * 0.239 * 0.239 * 0.239 * 0.650 * 0.352 * P3 0.375 0.125 0.050 0.025 0.050 0.135 139.700 0.910 H 8 -1.000 * -1.000 * -1.000 * 0.001 * 0.001 * 0.001 * 0.143 * 0.018 f NI 0.030 0.150 0.025 0.058 0.105 0.350 0.035 0.205 AG 0.023 0.025 0.000 f 0.001 f 0.001 * 0.001 * 0,025 0.452 ZN 4.910 - 0.320 0.07E 0.185 0.155 1.330 3.000 0.265 PHE -1.000 * -1.000 * -1.000 * 0.115 * 0.115 * 0.115 * 0.043 * -1.000 * AS -1.000 * -1.000 * 6.006 * 0.001 * 0.001 * 0.001 * 0.030 aa * 0,048 tJ4�r * DE -1.000 * -1.000 * -1,000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * SE -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 f -1.000 * INDUSTRIES AND POLLUTANT LOADINSS {POUNDS/DAY) NAME NAME „ ,E NAME NAME NAME NAME NAME NAME EC-MFG DUFNOR -- TILLET CIEA9Y AHCYAN HENKEL BASF IN - PCA POL DOD 15.938 0.234 37,905 260.608 1877.251 1237.689 687.550 TSS 68.655'=" 0.5670.150311.799 344.909346.961 757. NH3 -1.000 * -1.000 * -1.000 * -1.000 * 289 562.950 2.068 -1.000 * -1.000 * -1.000 * -1.000 * CD 0.007 0 000 * 0.002 0.006 0.013 0.035 0.009 CR 0.372 - - 0.001 n,t c 0. 006 !:• •- t•, 0.006 0.025 0.060 9.784 0.027 CU 0.029 0.002 02 0.027 0.081 2.658 CN 0.007 0.001 r• n5.179 0.047 000 * 0.0 5 * 0.243 * 0.331 * PS 0.153 0.002 0.004 0.006 0.244 * G,091 * HG -1.000 *-1.000* -1.000 0.051 0,197 52.429 G.235 .,•.0 * 0.000 0.001 * 0 CO1 * NI 0.612 i�. r;11 0.002 0, �}54 * 0.005I* r0.000 n , �'. 014 0.107 0. 465 0. 013 0. 05i A,� .0.009 0.000 ZN 2.007 0.005 , i.'r 00 * O. G0, * 0.001 * t�, 0')y 0 PHE -1.000 i.. 0.043 0..5., 1.941 1,126 0.074' -Loa • -1.000 * 0. 27 x 0.117 * 0.159 * rj�Nj AS +••:vim 4 -1.000 * `• ;} 0.016 * -l. * � 's * 0.000 0.001 0001 0.011 -1.00 * -1 000 * _{ 00 . 0.012 SE fir)-�} } -1,r;r)0 ; * • -1.000 * -1,000 * -1.;00 *-1.!)00 * -1.000 * -1.000 * -1.000 * -1.000 * -1. 000 * -, 000 1. r = DEFAULT DAi4 USED s.':I"FORM ATrO►j ?"! S!I 1. I aVl ..'1CALP rucCREEK ...MCALPINE a..s.n ,.tTl INDUSTRIES AND DISCHA.RSE POLLUTANT CONCENTRATIONS (16/L) NAME NAME NAME NAME NAME NAME NAME NAME ADMSTR REXHAH ALLIED DELFIPR PY.6PRD ST,JGE ST0 EC ESTKR SIC. 21ut W7q 2 32-q? 273! .251 2. 3 2G53 2G53 rt�.r 11• FUN 0.021 0.016 0.020 0.025 0.016 0.037 0.116 0.014 n`u r- u) POL BDD 3.000 219.000 20.000 67.000 292.000 485,000 163.000 425.000 TSS 4.000 79.000 11.000 163.000 185.000 3770.000 941.000 226.000 NR3 -1.000 * -1.000 * -1.000 - -1.000-1.000 -1.000 -1.000 -1.000 CO 0. 012 0. 025 0.025 0.163 0. 025 0. 012 0. 025 0.025 CR 0.054 * 0.054 * 0.012 0.238 0.098 0,143 0.012 0.012 CU 0.012 0.160 0.090 0.175 0.060 1.810 0.748 0.025 CN 0.096 * 0.09E * 0.096 * 0.240 * 0.001 * 0.001 * 0.001 * 0.001 * PS 0.050 0.050 0.050 0.050 0.050 0.175 0.t55 0.120 120 SS 0.001 * 0.001 * 0.001 * 0.009 * 0.000 * 0.000 * 0.000 * 0.000 * Ni 0.025 0.043 0.078 0.025 0.040 0.038 0.025 0.068 AB 0.001 * 0.001 * 0.025 0.058 -1.000 * -1.000 * -1.000 * -1.000 * IN 0.025 0.390 0.280 0.350 0.410 0.215 0.063 0.910 PHE -1,000 * -1.000 * -1.000 * -1.000 * 0.007 * 0.007 * 0.007 * 0.007 * AS 0.001 * 0.001 * 0.001 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * BE -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * SE -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 -1.000 INDUSTRIES AND POLLUTANT LOADINGS (POUNDS/DAY) NAME NAME NAME NAME NAME NAME NAME NAME AR1"`:STR REXHA1 ALLIED DELIPR PKGFRD ST.JOE STGI:EC 1 EST:1R POL 07-14-1958 15:26:48 BCD 0.525 29.223 3.336 13.970 38.964 149.661 157.693 49.623 TSS 0.7►0I 10.542 1.835 • 33.986 24.686 1163.347 910.361 26138E NH3 -1.000 * -1.000 * -1.000 *-1.000 *-1.000 * -1.000 * -1.000 * -1.000 * CD 0.002 - 0.003 0.004 0.034 0.003 0,004 0.024 0. 003 CR 0.009z 0.007 * 0.002 0.050 0.013 0.044 0.012 0.001 CU 0.002 0.021 0.015 0.036 0.009 0.559 0.724 0.003 CN 0.017 * 0.+)13 * 0.016 * 0.050 * 0.000 * 0.00.0 1 0.001 * 0,004 * F'B 0,009 0.007 0.008 0.010 0.007 0.054 0.053 0.014 MG 0.000 * 0.000 * 0.000 * 0.102 0.000 * 0.000 * 0.000 * 0.000 * NI 0.004 ' 0.006 0.013 0.005 0.005 0.012 0.024 0.008 AS 0.000 * 0.000 * 0.004 0.012 -1.000 * -1.000 * -1.000 * -1,000 * IN 0.004 0.052 0.047 0.073 - 0.055 0.066 0.0610.106 � 1 PHE -1.000 * -1.000 * -1.000 * -1.000 * 0.001 * 0.002 * 0.007 * 0. 0 ' * 0.000 * 0.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 cc _1 000 -1.000 1.000 * -1.000 * -1.000 * -1.000 * 00 * r * -1. 000 00 * •: - 1 0 :*. 00 -1.0'ra-1.0�.0 +� a.ti:V *-1.+;,,, * -1.4,0 *-1,000 * _ DEFAULT 0AT. 1Ec; ?an 4 /4 IIFCRMATION ON MCALPINE CREEK N TP 07-4•3-I 15:26:48 INDUSTRIES AND DISCHARSE FOLLIJTANT COINCENTRATIONS (MS/L) 17 5 24 13 14-I 2S tq 1 R NAME NAME NAME NAME NAME NAME NAME NAME 5 KEfl0Y APLIX CELANE CONEMI NII1DIX HUNTER LANCE FR,-^ 2�47 2390 28Zi 2.21I tot E ZZk 2052 WAq FLOW 0.004 0,058 0.206 0,077 0.028 0.017 0.376 0,549 (MSD) POL DOD 913.000 99.000 31.000 307.860 * 715,000 1545.000 1237.000 617.000 TSS 678,000 56.000 27.000 108.560 * 593,000 684.000 1958,000 190.000 NH3 -1.000 * -1.000 * -1.000 -1.000 * -1.000 -1.004 * -1.000 *-1.000 CD 0.012 0.450 0.025 0.001 * 0.250 -1.000 * 0.025 0.025 CR 0.025 0,200 0.110 0.057 * 0.200 -1.000 * 0,776 0.025 CU 1.740 0.050 0.120 0.057 * 0.483 -1.000 * 0.085 0.670 CN 0.021 = 0,021 * 0.021 * 0,021 * -1.000 * -1.000 * -1.000 * -1.000 * P8 0.125 0,050 0.050 0.022 * 0.945 -1.000 * 0.025 0.085 HS 0.000 * 0.000 * 0,000 * 0.000 * -1.000 * -1.000 * -1.000 * -1.040 * NI 0.103 0.130 0.068 0.042 0.385 -1.000 * 0.150 0.073 AS 0.015 * 0.015 * 0.015 * 0.015 -1.000 = -1.000 * -1.000 * 0.025 IN 1.330 0.100 0.205 0.755 9.400 -1.000 * 0.320 0.250 PRE 0.011 * 0.011 * 0.011 * 0,011 * -1.000 * -1.000 * -1.000 * -1.000 AS 0.014 * 0.014 * 0,)lfi * 0.014 * -1.000 *-1.000 * -1.000 * -1.000 * °E -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * SE -1.000 * -1.000 * -LOCO * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * INDUSTRIES AND POLLUTANT LOADINSS !POUNDS/DAY; NAME DAME _ NAME NAME NAME NAME NAME NAME KEIWOU APLI,'. CELANE CONEMI WI;DID( HUNTER LANCE FRITO PUL SOD 30.458 47.8E3 53.259 197.702 * 166.767 219.050 3879.034 2825.033 TSS 22.618 27.089 46.387 . 69.715 * 133.477 96.978 6139.975 869.945 NH3 -1.000 *-1.{.0:: *-1.000 *-1.00069. r4� _ 1.0.;,0 * -1.000 * -1.000 1, CD 0.000 _ 0.•218 0.043 0.001 * 0.058 - 404 -1.444 4.07� 0.114 CR 0.001 0.097 0.189 0.037 * 0.047 -1.000 * 2.440 0.114 CU 0.058 0.024 0.206 0.037 = 0.113 -1.000 * 3.068 * CN 0.001 * 0,0100.267 0.036 * 0.013 * -1.000 * -1.000 * -1.000 * -1.000 * P8 0.004 0.024 0.086 0.014 * 0.221, -1.000 * 0.418 0.389 HS 0.000 * 0.000 * 0.000 * 0.000 * -1.000 r -1.000 * -1.000 0 „a 3 0.063 0.117 0.027 * 0.090 -1.000 * 0.470 _ , a5 0.001 * 0,0;7 * 0.423 * r ,, .;; 4. _3� a.0•i0 * 0.114 RI 0.044 0.048 0.352 0. 431 * 2,19� n �f. . a 4 PHE 0.000 } 0.005 0.019:-1.v::,1 * 1.003 1.145 .00N 0.007 * -1.000 -1.000 * .,S 0.00 * 0 ^:)7 * 0.024 r... -1.000, . O:JO .:* , 0. _t �_-1.000 .v•i7 a. i�+0 * -1.yh1J -1.400 * -1 t'�� , _ (I 4 88 _1 00 * -1.000 * -1.000 * -1.000 '= -1.e00 * -1.000 * -1.000 * -1., ' . 00. I . -1.000 -1.000 } = DEi AULT DATA USED 4 �•3l • Nf'z.•. -• INFOR•If,AT I CN ✓ i MCAT PINE CR•EE. RIP It LI /..L CREEK fiR1 :)7-14-19E8 J.21:.f t �Jt TQ INDUSTRIES AND DISCH'A(RGE POLLUTANT CONCENTRATIONS (MG1L) NAME �` NAME NAME NAME cN'A�ME NAME NAME NAME d SI11aON GENTIR 13ESTHS SPCM G FRU�i FLEET N 25St`i 30, ! 3511 371 IL 3715 42/ 3 42/4 42/4 FL05 0.003 0.155 0.025 0.0.3 0.028 0.020 0.004 0.009 (MGM POL BOD 33.000 97.000 208.000 7.000 13.000 246.000 291.000 760.000 TSS 26.000 307.000 348.000 8.000 16.000 246.000 252.000 767.000 NH3 -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * CD 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 CR . 0.025 0.025 0.025 0.035 0.025 0.038 0,048 0,025 CU 0.025 0.150 0.080 0.025 0.025 0.025 0.068 0.043 CI; -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * PB 0.135 0.095 0.110 0.050 0.110 0.065 0.145 0.140 MG -1,000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1,000 * MI 0.030 0.070 0.040 0.025 0.030 0.049 0.012 0.095 AG 0.025 0.025 0.025 0,025 -1.000 * -1.000 * -1.000 * 0.025 IN 0.160 5.400 0.540 0.310 0.105 1.160 0.235 0.175 PHE -1.000 * -1.000 * -1.000 * -1.000 * -1.000 *-1.000 * -1.000 * -1.000 * AS -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * BE -1.000 * -1.000 * -1,000 * -1.000 * -1.000 i -1,000 SE -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1,000 * INDUSTRIES AND POLLUTANT LOADINGS (POUNDS/DAY) NAME NAME NAME NAIIE NAME NAME f.�NAME NAME GENTIR NESTHS SPC(IFS FRUHAF FLEET KEAN CENTR11 CENTRN POL SOD 0.826 125.332 43.368 0.175 3.035 41.033 9.374 57.045 TSS 0.651- 396.259 72.558 • 0.200 3.736 41.033 9.407 57.571 I., 3 -1.000 * -1.000 * -1.000 * -1.000 * -1.000 -1.000 * CD 0.001 0: 032 0.005 0.001 0.006 0. 004 0.001 1. 000 NH3 0.02 CR 0.001 1 0.032 0.005 0.001 0.006 0.006 0.002 0. 002 12 CU 0. 001 0.194 0,017 0.001 0.006 0, 004 0. 002 -1,G00 3* CN n 0. 003 C-1.000 * -1.000 *-1.0.'0 *-1.0000 * -1.0:0 * -1.060 * -1.0 0 * B 0.003 0.123 0.023 0.001 D.026 0.01 ! U 005 n1 uy p j l.000 * -1,000 * -1.000 * -1.000 * -1.000 } -1.000 * -1.000 NI 0.001 !).190 0. 008 0.001 0.007 0.002 0.000 0.006 • oo,T 7S 01 •, 32 0.005 0.001 -1.000 * -1.000 * -1.000 * D.002 L.. ti F . G•J + 6.9E10.113 0.003 0.025 4. i 93 n Ci,E 0.013 ♦.00.i * -1.000 1.0(!(J "1.000 * -1.000 -1 /•00 1: n• a 45 i.G�1v x -i.000 * -1.000 * -1.000 * o , r•:!-I.v(1(J :+S -1.000 x _ � nr, -1.000 4 1 . C00 • 1.OJ. -1.000 * -1.000 * -1.000 3 -1.000* -1.000 1\, r'1 -1.000 i.•i•:•1 * 1.Y•:•i ;-I.G;':l * :';''i -1.000 * _1 iirr,i - DEF4Ul T Et•AT , '= 1 .L, L'r•.� yM�Y t7jL t. r• , INFORMATION 124 MCALPINE CREEK MWTP .5 /G FLOW (GD) PCL INDUSTRIES AND DISCHARGE POLLUTANT C v»CE TsAlION S (NJIL)2 NAME NA1 `ME a ACE CM r16LK,.co..-O CNS:RA 224 508It' 344'1- 0. 001 0.001 ' 0.026 BOD 0 4x99, 0�. 654,000 58.000 TSS 27.000 201.000 30.000 NH3 -1,000 * -1.000 *-1.000 4 C9 0.025 0, s5S 0.013 CR 17.100 0.450 0,025 CU 0.280 1.120 0.430 CN -1,000 s -1.000 * -1.000 P8 0,630 11.920 0.595 HS -1.000 * -1.000 * -1.000 * NI 0.325 0.205 0.025 AS 0.090 0.025 -1,000 IN 0,885 3.570 O,cy,r 295 FHE -1.000 { -1.000 x -1.000 * AS -1.000 * -1.000 *-i.000 8E -1.000 * -1,000 * -1.000 SE -1.000 1 -1.000 : -1.000 INDUSTRIES AND °3LLUTANT LOADINGS (MOUND: (?AV _ us,iu,;%,trrel NAME ►:l:aF UAV nr: .tnr,, ACE CM IEtiEOo yrL R sou. COMA FCL 80C 83.392 5.454 12,577 TSS 0. 225=- 1.701 6,505 NH3 -1.000 * -1.000 * -1. 00 * CO 0.000 0,000 0.003 CR 0.143 0,004 0.005 CU 0.002 0.009 0.0?3 Ci -1.000 -1.000 -1.000 P2 0.005 0.099 0.129 ^ It ' r� HS -1.000 * -1.000 * -1.000 * NI 0.003 0.002 0.005 AS 0.001 0.000 • .0n 0-lvv * IN 0.007 0.030 O.064 FHE -1.000 AS -1 000 Y .+ w EE-1.000 i -1 000 -1 •0 1 �e . vv• t . {i•ri' SE - 1. 000 Z -1.000 1f:l't!' - { r 0* 4 = DEFAULT DATA UE iJ`J %•4FORMATION e Eke£CEEK n2 ; DOMESTIC WNC su|CONTRIB. : :POLLUTANT; CONC. e@u; &2f2@m PRIMARY SECONDARY : TERTIARY :POLLUTANT; E2 I@ NH3 CD CR ;u ; G ; P9 ; e q : AG !N 1 RE : AS : E ; SE REMOVAL RATES 1Z 164.00 . 2g7. 39 19 ! 9 104.00 . 2023.83 q! e 18.80 ; 3746.23 1 * 81 0.2 , 1.99 2* 92 * 0.01 . 1.9 2, %! 0.03 to . 2* E+ 0.02 : 3.99 . 2 * 5 * 0.05 !: 976 1; g! 8* 6!; 0.06 * 1 E* E* t2 . 5.93 ; R■ 2+ E« !, wm * 1 2! S! to , 2.89 2* 2+ H20 is -1.00 !| 8* 94 0.00 !; Gm * 1 e! . 40 - 1.00 * , "'.OD ! !! !! e .G * , d.m * 1 9* , 9 ! !- IgERSD %gDr§eG m» TSS NH3 CS G Cu G P8 e q m a RE AS R £ edai3S 2:?:2 MASS BALANCE CHECK * POLLUTANT ! r ! 1 UNCONTROLLABLE 1 1tDL= 1 CONTROLLABLE 1 :, i t,[1: ROL u t. 1 CON:TROLLABLE OTAi 1 (DOMESTIC) 1 (INDUSTRIAL) SOURCES INFLUENT r r r GURCES INFLU_NT DIFFE.9r4CE 1 SOURCES 1 SOURCES (CDLS.213) LOAD (CCLS.4 5) (LBS/DAY) (LBS/DAY) (LBS/DAY) (LBSiD.Y) (PERCENT) CALCULATED FROM FIELD SAMPLING DATA BCD 32679.89 12673.03 45352.92 58123.14 21.97 TSS 20723.83 1225h.12. ;� 9..- 52004.9i ►:4z 3291,.?5 35 8 NH3 3746.23 -1.00 3746.23 = 4151.65 9.77 Q Cn 1.99 0.72 2.72 1.09 1 -148.71 CR 1.99 1 13.55 CU 1 15.54 24,47 36.43 13.50 19.47 CNCN .99 1 3 , 1.13 5.12 -1.00 - , . 7654.48. 1 8 1 64. 25 34,52 L iis .0.7 0.12-v+7.09 �i8l i 0.06-1. 00 NI a oa � n:3 5.03 5.98 7.98 -56.78 AS 1.00 0.33 1.35 -1.00 , t1 29.89 1 18.44 48.33 70,58 31.52 F•FE -1.00 0.36 0.36 � f -1.00 AS 0.60 ' 0.07 0.67 -1.00 BE -1.00 1 1 -1.00 -1.00 SE _1.00 00 1 -1.00 * -1 INDICATES DATA 1CT AVAILABLE 1 BASED ON FIELD -EA -FIRMS DATA FOR U!.CO;;T OLLABLE•SO!1.RCES ONLY 0 BASED ON FIELD S.AMFLING DATA FOR C0NT,OL ABLE SOURCES ONLY ' / . • ♦ 15:26:48 11CALP 1 E CREEK :14TP :INHIBITION CONCEkTRATI5NS IMV 1L) 1 ICAI C ADNKS INNIS THRESHOLD VALUES I BS/D)1 !v!♦LL IiL�JiY :iJ . tlt v 1 L VALUES tLJJ 1 1 1 1 1 1 1 INH1S. ( INHIB. I INHIB. 1 POLLUTANT 1 ACT. SL. 1 NITRIF, AN. DIG. I I EXISTING I FINAL I INHIB, INHIB. I I?THIS. I LIMITING I INFLUENT I INHIB VAL1 1 ACT. SL. 1 NITRIF. 1 AN. DIG. I FACTOR 1(LLSIDAY) 11LBS/DAY) IF'slLLUTA►lTI BOO TSS NH3 CD CR CU Cyst P8 S H ITV NI AG ZN PHE1 I:L AS BE SE 1 1 .!' 1 a I -! .1 00 1 ...Ian.uc, 0 1 - 1 -1 U0 1 -1t.t 00 1 -1.Ip a. 1 ? - 1.00 1 -1.00 i -1.00 I 1.00 1 5.20 1 20.00 1 1.00 I 0.25 1 110.00 1 1.00I 0.3I 40.001 0.10 1 0.34 I -1.00 1 0.10 I 0.50 I 340.00 I 0.10 I -1.00 I -1.00 1 1.00 I 0.25 I 10.00 I 0,25 1 -1.0 1 -1.00 I 0.09 I 0.08 I 400.00 I 50.00 I 4.00 1 -1.00 I 0.10 I -1.00 1 -1.00 1 - 1.00 1 -1.00 I -1.00 1 -1.00 : -1.00 1 -1.00 1 COMPARISON OF HEADWORKS LCAD1NS LIMITS (L:91DAY) • - 1.00 1 -1.111 I - £.00 1 257.07 i 299.33 1 280.14 1 29.93 1 50.82 1 24.29 1 254.08 1 r 68.28 1 23.95 1 111975.44 1 . 24.83 1 -1.00 1 -1.00 1 I PASS- 1 1 SLUDGE I DESIGN 1 FINAL t POLLUTANT I THROUGH :INHIBITION! QUALITY 1 LOAD 1 LOADING I SOD I TSS I NH3 CD CR CU CN P8 HS NI AS ZN PEE AS °E SE 1 1 1 1 1 1 t 1 t 1 29134.40 1 58123.14 I -1.00 1 86736.00 1 86736.00 I X327762.30 1 52004,91 1 -1.00 166720.00 1 66720.00 1 230. 9 I 4151.65 I 11:0.89 I -1.00 1 1110.89 I 5.50 1 33.18 1 7.93 1 -1,00 1 5.50 1 45.86 I 220.90 I 132.74 1 -1.00 1 45.86 I 18.34 1 60.70 I 146.09 I -1, 00 1 18.34 1 2.68 I 29.93 1 -1.00 1 -1.00 1 2.68 I Q 1 yj 8.96 1 50.31 2 1 110,42 1 -1.00 1 28.96 1 0.31 I 24.28 1 -1.00 1 -1.00 l 0.31 1 16.19 1 47.69 I 43.91 I -1.00 1 16.19 1 36.6968.28 1 1 1 . t -1.00 1-1/!.'••? 1 36.69 t 47.85 1 70.3E 1 414.10 1 -1.00 1 47.65 1 f 1 1 1 `S7C 1 00 1 t i 1 8 1 ` . •: � , i ivl.l. �4 , -1. �-1.:=i1 1 11u75.41t , 18.34 1 24.53 : -1.00 1 -1.00 1 18.34 1 2.45 i -1.00 1 -1.00 I -1.00 1 45 1 4.40 1 -i ! 11 : -1.00 I 00 1 + 1 n n w, .E INDICATES ..Z/ ' : T V� 1 .S 1 ` - .F .C,r E Ti': I:JI E;�►:.��P� :_� :+1 F'Ls1.�CtL -1//�� .00 1 - 1.00 1 - 1.00 1 14203.02 1 227.61 1 60.70 I 181.20 I 575.02 1 - 1.00 1 80.33 I - 1.00 1 76.00 1 87403.29 I - 1.00 1 -1.00 1 -1.00 I -1.00 1 -1.00 1 -1.00 1 -1,00 1 -1.00 1 -1.00 1 33.18 1 33.18 1 220.90 1 220.90 1 74.45 1 60.70 I -1.00 I. 29.93 I 640.64 I 50.62 I -1.00 1 24.28 1 47.69 1 47.69 1 -1.00 1 68.28 1 792.84 1 23.95 1 -1.00 111875.44 I -1.00 1 24.83 1 -1.00 1 -1.00 1 1 -1.00 1 -1.00 i 58123.14 158123.14 1 52004.91 1 52004.91 I 4151.65 1 4151.65 1 1.09 1 33.18 1 24.47 1 220.90 1 20.10 1 60.70 - 1,00 1 29,93 1 34.52 I 50.82 I - 1.00 1 24.28 I 5.03 1 47.69 I 200 TSS NH3 CD CR CU CN PS HG NI - 1.00 1 68.28 1 AC 70.58 I 70.58 I ZN -1.00 1 11875.44 I PHE -1.00 1 24.83 1 AS -1.00 1 -1.00 I 5E -1.00 1 -1.00 I SE -_=C2 10; .L 4 : •. ;INFORMATION L3 MCALPINE CREEK WWIP 071 4-19_E (! A' • .emu. TOTAL POUNDS OF ;CLLUTANT COMPARED TO ACTUAL POUNDS/DAY * ALLOWABLE ACTUAL ALLOWABLE ACTUAL ,REQUIRED TOTAL U3CDN T OL. INDUSTRIAL INDUSTRIAL IN . 5:EMCVAL FOL. POUNDS/DAY POUNDS/DAY POUNDS/DAY POUNDS/DAY POUNDS/DAY BOD 36736.00 32679.09 54056.11 12673.03 0.00 TSS 66720.00 20723.93 45796.17 12256.12 0.00 NH3 1110.59 3746.23 ^^ 0.00 -1.00 -1.00 CO 5.50 1.99 3.51 0.72 0.00 CR 45.86 1.99 43.87 13.55 C 00 CU 18.34 5.99 12.37 13.50 1.13 CN 2.68 3.99 0.00 1.13 1.13 PS 29.96 9.76 19.20 54.48 A 33.23 H 0.31 0.06 0.25 0.06 V. NI 16.1? 5.58 10.21 2.00 OM AS 36.69 1.00 35.69 0.35 0.00 DI 47.95 29.89 17.96 13.44 0.49 PHE 11875.44 -1.00 -1.00 0.36 -1.60 AS 18.34 0.60 17.75 0.07 0.00 BE 2.45 -1.00 -1.00 ,0n -1.00 -1.00 SE 4.40 -1.00 -1.00 -1.00 -1.00 POL. BOD TSS NH3 CD CR 4, CN PB HS *:1 AG 1P1 F UE L SE TOTAL POUNDS OF POLLUTANT COMPARED TO ACTUAL POUNDS/DAY * USING A SAFETY FACTOR OF 25 X ALLOWABLE EXPANSION ACTUAL ALLOWABLE ACTUAL REQUIRED TOTAL AND UNCC.NTROL. INDUSTRIAL INDUSTRIAL IND. REMOVAL INDUSTRIAL r. INDUSTRIAL iaa..a_ POUNDS/DAY SAFETY FACTOR POUNDS/DAY POUNDS/DAY POUNDS/DAY POUNDS/DAY 85736.00 66720.0.E TU.39 5.50 45.86 13.34 2.68 28.96 • .•31 1. 19 36.69 47.55 1157 44 16.34 2.45 4.40 21584.00 16680.00 277.72 1.38 - 11.46 4.59 0.67 7.24 0.08 4'.05 5.17 11.96 29e3.36 4.59 0.61 1.10 32679.89 32372.11 12673.03 0.00 20723.33 29316.17 12255.12 0.00 3746,23 0.00 -1.00 -1.00 1.99 2.13 0.72 0.00 1.99 32.40 13.35 0.00 5.98 7.78 13.50 5.72 3.99 0.40 1.13 1.13 9.76 11.96 54.45 42.52 0.06 0.18 0. f:6 0.00 5.98 6.16 2,:0:0 0.00 1.00 26.52 0 r,n .a 29..:9 6.00 19.44 12.44 -1.00 0 0.36 0.60 60 13•16 0.07 0.00 - 1.00 -1.00 -1.00' -+.`I 00 a - 1.00 -1.00 -1.00 -1.00 -1 INDICATES •_; E r� i�- U4IFO Ri( CONCENTRATION INDUSTRIAL EFFLUENT LIMITS (MG/L) FCR MCALPINE CREEK 'ATP (APPLIES TO NON -DOMESTIC FLOW ONLY) TE 07-1 _F 1l V t..'I6.•, .I. cJ. �� USING TOTAL INDUSTRIAL FLOW : USING ONLY INpD. C NTR1BU ORY FLOWS* ISM I 1 iiil s S Ir`I I t � f SAFETY r sr 1 j 1 I W/0 ,, t E) Y FACTOR: nl SAFETY FACTOR i W/CJ SAFE ; CTO 1 W SAFE- f. SAFETY F-1�rs•Sf a:I SAFETY F�1CT�? ;L�I:'rIS FLU:( • 1 ) POLLUTANT I 1 ) ) (MD) IS: POLLUTANT BOD 260.00 ,, ( ) 1 1 260, 00 260.00 260. 00 r 2. 3070 1:1 t , nn TSSjy 1 �a �•J, l• fYf L41L 1 NH300 200.00 r 2.3070 I D r TSS CD 0.18 0.11 to V 1 1 1 NH3t1 1 pp i117+111 I 1 s i 1 i7ta Jt• r:• 1 C 0. 12 0.11 1 La 290�i 1 Il I CD CR 2.2S 1.6S 2.30 1.70 : 2.2900 :WI CR 1 4� 1 CU _ 0.64 0.40 0.65 I 0.41 I 2.2900 !WI CU * K 1 1 �' 51 1.0620 r 1 CN 1.00 0.12 1.01 0.63 ! 2.2900 { W I PG ) HG 0.01 ( 0.01 0.03 n 0.32 I 0.33 0.322.2900 NI 1 AG 1.56 1.35 2.63 96 I 1 t ,=0 f 1, t AG al t j� Qi a. rtr 1 .vcvY Inl !f ( 0. 93 0.31 0.94 0.31 I 2.2900 1 •.S I , FHE i +� 1 r IFtt ��( ( AS �}. 42c. t 0.8890 t PHE 1.. 65 : 9030 I N I AS I ul. @ 0.62 1.i7 O.ulJtiv In1 CC L l i 0.0000 i e BE ` ? ► 0.0E+0 I I SE I a1 4 - INDUSTRY CONTRIBUTORY FLOW IS DEFINED AS TOTAL FLOW FR5M THOSE INDUSTRIES CONTRIBUTING G THE SPECIFIC POLLUTANT. O - INSUFFICIENT DATA AVAILABLE FOR DERIVATION OF A LOCAL LIMIT. 4 - LOCAL LIFT NOT DERIVED BECAUSE THE POLLUTANT I lzl. LOADING T I.00A Ili •t• 1 DERIVED BECA•JSE LOADING FROM LI:CuNl.ROLLABLE (D i ES:IC) SOURCES EXCEEDS THE MAXIMUM ALLOAWABLE HEADWORKS LOADING. SEE USERS MANUAL FOR A MORE DETAILED EXPLANATION OF FOOTNOTES. BASIS l.LI IIlI T IVIH: - PASS THROUGH (WATER DUAL I TY) - PASS THROUGH (NPDES PERMIT) I - ItHIBITION S - SLUM WktTTY D DESIGN LOADING** 44 - SOUTSS LOCAL LIMITS SET CJaL TO ✓OT4 DESIGN LEVELS LE S •IiH iFr ELIM MASS BALANCE DERIVES LESS STRINGENT LIMITS. Facility Name: NPDES No.: Type of Waste: Facility Status: Permit Status: Receiving Stream: Stream Classification: Subbasin: County: Regional Office: Requestor: Date of Request: Topo Quad: FACT SHEET FOR WASTELOAD ALLOCATIONS NC0024970 95.1% Domestic Existing Renewal with modification McAlpine Creek C 030834 Mecklenburg MRO 7(- /-c R. Barona 3/15/91 G15SE Reque,ste i 6142 CMUD - McAlpine Ck WWTP ni, P N� r�i•,r Tt A COM-t`'N1: } 1n7ES Nr, 'I:P7•• O APR _8r99r DIVISOI Or '4 ' P Y4:L, M'''no;tsi',L7 f RE1j, I . MlF? Stream Charactenst fICE USGS # 02146750 Date: 12/21/89 Drainage Area: 92.4 Summer 7Q10: 1.3 Winter 7Q10: 5.8 Average Flow: 139 30Q2: 7.4 APR 2 4 i991 Wasteload Allocation Summary ''' RMITS , E;; (approach taken, correspondence with region, EPA, etc.) Numerous discussions have occulted between DEM and CMEJD regarding the City's NPDES permits in the Sugar Creek Basin. Charlotte is near capacity at each of the three WWTPs in the basin, and needs more permitted wasteflow. DEM agreed to grant an 8 MGD expansion to the McAlpine Creek WWTP and a 5 MGD expansion to one of the other two plants provided all three facilities were upgraded to meet advanced tertiary limits (see attached letter dated Feb 12, 1991 to Joe Stowe from Steve Tedder). Reviewers should be sure to review/comment on information provided at bottom of toxicity page. Special Schedule Requirements and additional comments from Reviewers: Recommended by: Watt O. &Oa Li.,d Date: 31 aani Reviewed by Instream Assessment: 1 Regional Supervisor: / Permits & Engineering: Date: 440 Cu- co•w+ " Date:` 2_ 11 Date: V%' /-9/ MAY 03 1991 RETURN TO TECHNICAL SERVICES BY: 2 Existing Limits: Wasteflow (MGD): BODS (mg/I): NH3N (mg/1): DO (mg/1): TSS (mg/1): Fecal Col. (/100 ml): pH (SU): TP (mg/1): TN (mg/1): CONVENTIONAL PARAMETERS Monthly Average Summer Winter 40 40 8 16 2 4 6 6 30 30 200 200 6-9 6-9 Monitor Monitor Monitor Monitor Note: This NPDES permit never issued since it was tied up in adjudication. Recommended Limits: Wasteflow (MGD): BODS (mg/1): CB OD5 (mg/1): NH3N (mg/1): DO (mg/1): TSS (mg/1): Fecal Col. (/100 ml): pH (SU): TP (mg/1): TN (mg/1): * Effective 5/1/94 Limits Changes Due To: Instream Data Ammonia Toxicity Agreement w/facility Monthly Average Summer Winter 40 40 8 16 2 4 6 6 30 30 200 200 6-9 6-9 Monitor Monitor Monitor Monitor Monthly Average * Summer Winter 48 48 NL NL 4 8 1 1.9 6 6 15 15 200 200 6-9 6-9 Monitor Monitor Monitor Monitor Parameter(s) Affected BOD, NH3 NH3 TSS, NH3, CBODS (explanation of any modifications to past modeling analysis including new flows, rates, field data, interacting discharges). (See page 4 for Miscellaneous and special conditions if apply) (WQ) (WQ) (WQ) (WQ) Facility requested BOD limits in terms of CBODS instead of BODS. Stricter TSS limit is part of agreement with CMUD (see attached 2/12/91 letter from S. Tedder to J. Stowe) 3 4 • J \c" cA Nee Toxicity Limit Existing Limit: Recommended Limit: Toxics Existing Limits: Cadmium (ug/1): Chromium (ug/1): Copper (ug/l): Nickel (ug/l): Lead (ug/1): Zinc (ug/l): Cyanide (ug/1): Silver (ug/1): Chlorine (ug/1): Lindane (ug/1): TOXICS Monitoring Schedule Chronic/Quarterly/ 98% Chronic/Quarterly/98% (at both wasteflows) or metals limits Weekly Avg Daily Max Recommended Limits: * Cadmium (ug/1): Chromium (ug/l): 51 Copper (ug/1): Monitor Nickel (ug/1): 90 Lead (ug/1): 26 Zinc (ug/1): Monitor Cyanide (ug/1): 5.1 Silver (ug/l): Monitor Chlorine (ug/l): Monitor Lindane (ug/1): Monitor *Monitoring only for metals until 12/31/91 2 5 51 204 Monitor Monitor 90 360 26 34 Monitor Monitor 5.1 15 Monitor Monitor Monitor Monitor Monitor Monitor Weekly Avg at 40Daily Max at 40 Weekly Avg at 48 Daily Max at 48 MGD MGD MGD MGD 2 5 2.0 5 (W( 204 51 204 (W( Monitor Monitor Monitor 360 90 360 (W( 34 25 34 (Wc Monitor Monitor Monitor 15 5.1 15 (W( Monitor Monitor Monitor Monitor 17 17 (W( Monitor Monitor Monitor Limits Changes Due To: Parameters) Affected Change in wasteflow Lead Facility has passed its whole effluent toxicity tests during past year. Lindane monitoring requirement had been included in last permit since it was detected at a concentration of 0.02 ug/1 during an onsite toxicity test in 4/87 (standard is 10 ng/1). The facility has been monitoring monthly for lindane since August 1990, and all tests were below detection. However, Charlotte is using a detection level of 10 ug/l. Should we continue to require lindane monitoring at a lower detection level? Facility performing effluent monitoring for metals at high detection levels. Facility should be notified that lowest detection levels should be used. uD5 4 MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS Miscellaneous information pertinent to the renewal or new permit for this discharge. Include relationship to the Basinwide management plan. Charlotte began implementing an instream monitoring plan developed at the last permit renewal in July. The data indicate that there were few DO problems last summer (2 violations at predicted sag point), but very high levels of fecal coliform instream (occassionally upstream of discharge too). Elevated levels of TP, NOx, conductivity also seen. Facility monitoring its second upstream monitoring point on Sugar Ck at Hwy 51. This is upstream of confluence with Little Sugar Creek. The facility should be monitoring on Sugar Creek just above the confluence with McAlpine Ck (topo indicates a small road nr mouth of McAlpine). If access here is impossible, facility should monitor on Sugar Creek between the confluences of Little Sugar and McAlpine Creeks. INS 'REAM MONITORING REQUIREMENTS: Upstream: Location: McAlpine Ck upstream of discharge Sugar Ck just above confluence w/Mcalpine Ck Downstream: Location: McAlpine Ck at SC 2964 Sugar Ck at SC 160 Parameters: Temp, DO, conductivity, fecal coliform, pH, TP, orthophosphorus, NH3, TKN, NOx Frequencies: Summer: 3 times per week for DO, temp, conductivity. Weekly for fecal coliform. Monthly for all other parameters. Winter: Monthly for all parameters. Also recommend instream monitoring for copper, zinc, cyanide, silver, cadmium just upstream of discharge and just downstream of discharge (at nearest road crossing/access point) SPECIAL INSTRUCTIONS OR CONDITIONS Assimilative capacity exhausted for some parameters. WASTELOAD SENT TO EPA?(Major) (Y o: (if yes, then attach schematic, toxics spreadsheet, copy of model, or if not modeled, then old assumptions that were made, and description of how fits into basinwide plan) Additional Information attached? (yes or no) If yes, explain attachments. schematic, pretreatment spreadsheet, toxicity limit sheet, agreement letter between DEM and CMUD t S1 -a, <— e 02, P 3.0000 < -' C.M0D- i(u)In C,K. r tn z 1 Matrons _ Fed Rd (S3) z 1 ' tb .sc. um LS(t) q t 03/16/91 ver 3.1 Facility: NPDES Permit No.: Status (E, P, or M): Permitted Flow: Actual Average Flow: Subbasin: Receiving Stream: Stream Classification: 7Q10: IWC: Stn'd / Bkg Pollutant AL Conc. (ug/1) (ug/1) Cadmium S 2.0 Chromium S 50.0 Copper AL 7.0 Nickel S 88.0 Lead S 25.0 Zinc AL 50.0 Cyanide S 5.0 Mercury S 0.012 Silver AL 0.06 Selenium S 5.00 Arsenic S 50.00 Phenols S NA NH3-N C T.R.Chlor.AL 17.0 Pollutant Cadmium S Chromium S Copper AL Nickel S Lead S Zinc AL Cyanide S Mercury S Silver AL Selenium S Arsenic S Phenols S NH3-N C T.R.Chlor.AL CMUD - McAlpine Ck WWTP NC0024970 M 48.0 mgd 31.0 mgd 030834 McAlpine Ck C 1.3 cfs 98.28 it Removal Domestic Eff. Load $ (#/d) 62% 72% 76% 1% 52% 68% 59% 86% 62% 0% 0% Olt 0% 04 Act.Ind. Load (#/d) 2.21 0.46 2.21 2.99 6.64 27.18 6.64 1.92 10.85 5.04 33.22 31.38 4.43 0.11 0.07 1.11 0.08 ALLOWABLE PRDCT'D Effluent Effluent Conc. using Allowable CHRONIC ACTUAL Criteria Influent (ug/1) (ug/1) Load (#/d) TOXICS REVIEW PRETREATMENT DATA ACTUAL Ind. + Domestic PERMITTED Total Industrial Load Load (#/d) (#/d) 2.67 5.20 33.82 8.56 15.89 64.60 4.54 1.19 0.68 5.40 5.79 4.17 2.87 5.56 0.42 1.56 I----EFLLUENT DATA---- I PERMITTED! Ind. + 1 Domestic 1'OBSERVED Total ! Eflluent Load 1 Conc. (#/d) 1 (ug/1) 2.89 7.61 12.43 10.81 13.72 38.78 4.85 2.67 10.0 20.0 90.0 63.0 30.0 390.0 68.0 3.0 PRDCT'D PRDCT'D MONITOR/LIMIT Effluent Instream using Conc. Based on Based on Based on PERMIT using ACTUAL PERMITTED OBSERVED Influent OBSERVED Influent Influent Effluent (ug/1) (ug/1) Loading Loading Data 1.40 2.035 3.918 4.239 9.83 Limit Limit Limit 47.45 50.874 5.629 8.237 19.66 Limit Limit Limit 7.75 7.122 31.377 11.532 88.45 Monitor Monitor Monitor 23.62 89.538 32.747 41.361 61.92 Limit Limit Limit 13.84 25.437 29.485 25.456 29.48 Limit Limit Limit 41.52 50.874 79.910 47.975 383.30 Monitor Monitor Monitor 3.24 5.087 7.203 7.685 66.83 Limit Limit Limit 0.02 0.012 0.000 0.000 0.00 0.04 0.061 1.749 3.923 2.95 Monitor Monitor Monitor 1.33 5.087 0.000 0.000 0.00 13.29 50.874 0.000 0.000 0.00 0.000 0.000 0.000 0.00 0.000 0.00 17.297 0.00 Limit FREQUENCY 1 of Chronic' Criteria I Violations' (#vio/#sam)I 1212 2,138 30133 z13S 31141 1313$ I N P U T S E C T I 0 N -ADTN' L RECMMDTN' S-- Recomm' d FREQUENCY INSTREAM Eff. Mon. Monitor. based on Recomm'd ? OBSERVED (YES/NO) NCAC YES NCAC NO Weekly YES NCAC YES NCAC YES Weekly YES NCAC YES Weekly YES rucih� has been co1(echr e-4. dafa (. u eetitj) iv r Cd, Cr, Cu, N., Pb, Zr , Ct' , A5 5�nx- Judy. hove. Jim ed GTund dun Perio. RfLLL Should ux tou *" de& ho , lere(s, s P 5 `) Fechor, (►m,fj A N A L Y S I S R E S U L T S 10/89 Facility Name arnUD - McAlpine_ Ciee,t, ll)II Permit # 1VC0004975 CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY) The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests, using test procedures outlined in: 1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay Procedure - Revised *September 1989) or subsequent versions. The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality is q'g % (defined as treatment two in the North Carolina procedure document). The permit holder shall perform quarter1v monitoring using this procedure to establish compliance with the permit condition. The. first test will be performed after thirty days from issuance of this permit during the months of (flar Jun Sep, Dec.. Effluent sampling for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP3B. Additionally, DEM Form AT-1(original) is to be sent to the following address: Attention: Environmental Sciences Branch North Carolina Division of Environmental Management P.O. Box 27687 Raleigh, N.C. 27611 Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in•association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream. Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will revert to quarterly in the months specified above. Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Environmental Management indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate monitoring requirements or limits. NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival and appropriate environmental controls, shall constitute an invalid test and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute noncompliance with monitoring requirements. 7Q10 1.3 cfs Permited Flow &40 MGD IWC% 41.9 Basin & Sub -basin CrI3'4 Receiving Stream mcPlp e. Csea County Vne&ticbu,t Recommended by: WiAtit, C..S.r...tell Date ,3/2, iqt **Chronic Toxicity (Ceriodaphnia) P/F at Cif%, /i']Qr LAI) gyp, DEC, See Part , Condition 10/89 Facility Name eIntAD - UCA1pilit C,?ee lacrP Permit # NCO0041gTb effechn. opoA. a lciCrvsieon 51i 144J CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY) The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests, using test procedures outlined in: 1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay Procedure - Revised *September 1989) or subsequent versions. The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality is CM % (defined as treatment two in the North Carolina procedure document). The permit holder shall perform quarterry monitoring using this procedure to establish compliance with the permit condition. The. first test will be performed after thirty days from issuance of this permit during the months of 17lorr dun. Sep Dec. . Effluent sampling for this testing shall be performed at the NI'DES permitted final effluent discharge below all treatment processes. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address: Attention: Environmental Sciences Branch North Carolina Division of Environmental Management P.O. Box 27687 Raleigh, N.C. 27611 Test data shall be complete and accurate and include all supporting chemical/physical measurements performed iwassociation with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream. Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will revert to quarterly in the months specified above. Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Environmental Management indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate monitoring requirements or limits. NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival and appropriate environmental controls, shall constitute an invalid test and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute noncompliance with monitoring requirements. 7Q10 1.3 cfs Permited Flow 148 MGD Recommended by: IWC% 4i q8.3 Basin & Sub -basin CTi334 C C. Receiving Stream Malipiie.. Creek - County /Y1eit,/ Date 312i!9/ **Chronic Toxicity (Ceriodaphnia) P/F at gR %, VY r,Jun Sep D`c, See Part , Condition mixamgm CHARLOTTE March 4, 1991 Mr. M. Dale Overcash, Supervisor NPDES Permits Group Division of Environmental Management Department of Environmental, Health, and Natural Resources P. O. Box 27687 Raleigh, NC 27611-7687 Re: Request for Renewal and Expansion of NPDES Permit NC 0024970 McAlpine Creek, MECKLENBURG Dear Mr. Overcash: The Charlotte -Mecklenburg Utility Department proposes to improve the ability of the McAlpine Creek Wastewater Treatment Plant to treat its influent wastewater and thus improve the quality of effluent discharged to McAlpine Creek with the resulting improvement of the quality of the receiving stream. We have enclosed the standard form A application and the processing fee in the form of a check for the required renewal and expansion of the permit. This check is in the amount of $1200 and is intended to cover also the processing fee for the Irwin Creek and Sugar Creek Plants, applications for which are being sent under separate cover. CMUD requests a schedule for metals (cadmium, chromium, nickel, lead, and cyanide) with monitoring only from the date of issuance until December 31, 1992. Effective January 1, 1993, and lasting until the expiration of the permit, the effluent limitations for those metals listed will become effective. We agree that the metals will be limited as weekly average and daily maximum as specified in the NPDES permit issued June 8, 1990, as follows: Weekly Avg. Daily Max. Parameter (µg/I) (µg/1) Cadmium 2.0 5.1 Chromium 51.0 204.0 Nickel 90.0 360.0 Lead 25.0 35.0 Cyanide 5.1 16.0 Administration Division 5100 Brookshire Boulevard Charlotte, NC 28216 704/399-2221 Charlotte -Mecklenburg Utility Department Mr. M. Dale Overcash, Supervisor March 4, 1991 Page 2 CMUD proposes to increase the flow of the McAlpine Creek Wastewater Treatment Plant to 48.0 MGD. We agree that, upon completion of construction of the facilities and calibration of equipment, the plant will be limited to 4.0 mg/1 CBOD3, 1.0 mg/1 Ammonia (NH3 as N), 15.0 mg/l Total Suspended Solids, and other limits as appropriate. We propose that, during permit preparation, that appropriate winter limits be included. We propose that these new limits would become effective May 1, 1994, or following the first month that the plant's monthly average flow exceeds 40.0 MGD, whichever occurs first. We request that, during permit preparation, CMUD be allowed to present suggested alternatives to using flow to bring these new permit limits into effect. Toxicity limitations will remain as issued, but with the understanding that DEM will go to public notice recommending that these limitations upon request be -modified based on modifications approved by the Director as per the Ad -Hoc Committee recommendations. Should any questions arise concerning this application, please contact Henry Forest at (704) 399-2221. Very truly yours, Charlotte -Mecklenburg Utility Department Jo . C. Stowe, Director JCS/nct FEB 28 '91 11:38 HDR CHARLOTTE NC P.1 Fax Sheet Date_.._ Number of Pages (includes cover page), 7 Message To Authorization Code Name rle/_ThDD4, Firm Alle. a5M " WAITER alk- j7 cSI (-Cr/6 City _ L k State Telecopy (91!)# 733- 99/ 9 tf you do not receive ail of the pages, please call (704) 338-1800 as soon as possible From Name /1 R Z.ES Aleelfe Message yeti, ,41-eq- (14.1„:)?,,,4,, 74' „dA_A4-71,L,Lt&e, 9/.404.R._ /:94x (7&33-7c' MDR Engineering, Inc. Suite 1400 Telephone 128 S. Tryon Street (704) 338-1800 Charlotte, North Carolina FAX 28202.5001 (704) 338-8760 FEB 28 '91 11:38 HDR CHARLOTTE NC P.2 March 4, 1991 Mr. M. Dale Overcash, Supervisor NPDES permits Group Division of Environmental Management Department of Environmental, Health, and Natural Resources P.O. Box 27687 Raleigh, NC 27611-7687 Re: Request for Renewal and Expansion of NPDES Permit NC 0024970 McAlpine Creek, MOWN* Dear Mr, Overcash: The Charlotte -Mecklenburg Utility Department proposes to improve the ability of the McAlpine Creek Wastewater Treatment Plant to treat its influent wastewater and thus improve the quality of effluent discharged to McAlpine Creek liffti with the resulting improvement of the quality of the receiving stream. We have enclosed the standard form A application and the processing fee in the form of a check for the required renewal and expansion of the permit. This check is in the amount of $1200 and is intended to cover also the processing fee for the Irwin Creek and Sugar Creek Plants, applications for which are being sent under separate cover. CMUD proposes a schedule for metals (cadmium, chromium, nickel, lead, and cyanide) with monitoring only from the date of issuance until December 31, 1992. Effective January 1, �� and lasting until the expiration of the permit, the effluent limitations for the heavy metals will be applicable. Such metals will be limited as weekly average and daily maximum as specified in the NPDES permit issued June 8, 1990 as follows: FEB 28 '91 11:39 HDR CHARLOTTE NC P.3 Parameter Cadmium Chromium Nickel Lead Cyanide Weekly Avg. Daily Max. fug/1) (ug/1) 2.0 51.0 90.0 26.0 5.1 5.0 204.0 360.0 34.0 15.0 CMUD proposes to increase the flow of the McAlpine Creek Wastewater Treatment Plant 1 48.0 MOD; and t upon completion of construction of the facilities and calibration of equipment, the plant will meet 4.0 mg/1 CBODs, 1,0 mg/1 Ammonia (NH3 as N), 15.0 mg/1 Total Suspended Solids and other limits as appropriate to become effective May 1, 1994. Toxicity limitations will remain as issued, but with the understanding that DEM will modify these limitations upon request based on modifications approved by the Director as per the Ad -Hoc Committee recommendations. Should any questions arise concerning this application, please contact Henry Forest at (704) 399-2221. Very truly yours, Charlotte -Mecklenburg Utility Department Joe C. Stowe, Jr. Director 6-31-`f6' 1989 JUL AUG SEP OCT NOV DEC 1990 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1991 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1992 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1993 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1994 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1995 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1996 JAN FEB MAR APR MAY JUN JUL AUG SEP. 0cr :' r ■ ■ ■.- ■': ■ ■ •:. •.♦ ■ ■� ■4. ■ Si • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■' ■: Ja RENUMnV ■ REGIONAL WASTEWATER SYSTEM PROJECTED SCHEDULE -INFORMAL STAFF DISCUSSIONS WATER/SEWER CONTRACT - FINANCIAL/MANAGEMENT/TECHNICAL APPROACH CHARLOTTE CITY COUNCIL CIP APPROVAL & BOND AUTHORIZATION GOVERNING BOARD BRIEFING AJ(AJ MEMO OF UNDERSTANDING AMONG 4 PARTIES AMENDMENT OF 1985 YORE CO./CHARLOTTE AGREEMENT FOR EXTENSION OF TIME & SERVICE AREA $12 MILLION BOND REFERENDUM - PLANNING/DESIGN WATER/SEWER PRELIMINARY RECOMMENDATION - FINANCIAL/MANAGEMENT PLAN -DRAFT 4 PARTY AGREEMENT WATER/SEWER STUDY COMPLETE THROUGH PRELIMINARY ENGINEERING \\ 4 PARTY AGREEMENT APPROVAL • NC/SC APPROVAL OF PRELIMINARY ENGINEERING / NPDES APPLICATION SOLICIT DESIGN ENGINEERS $88 MILLION CHARLOTTE BOND - OTHER FUNDING AUTHORIZED DESIGN BEGINS STATE CONDITIONAL APPROVAL / NPDES PERMIT ISSUED FINAL DESIGN COMPLETE STATE FINAL APPROVAL -SITE & R/W ACQUISITION ADVERTISE / BID / AWARD CONSTRUCTION CONTRACTS -CONSTRUCTION COMPLETE CONSTRUCTION - PHASE I START-UP COMPLETE * TIME MAY BE ADDED TO THIS PROCESS DEPENDING ON ORGANIZATIONAL AND LEGAL ARRANGEMENTS BETWEEN JURISDICTIONS z 11 o X 20 15 10 20 10 5 5 10 A 1. . 2. • 1 MCALPINE CREEK WWTP EXPANSION 1Ges 1 Please complete your rating and , meet in the 2nd floor conference 1 room at 1 pm, Friday Sept. 28 th EA w i . A x I } - m a a x z x 0 iz z w 43>4 s m A x MALCOM PIRNIE Project Teas ' I Describe in more detail the related experience of key project team members and how this experience will lead to the success of this project. Include in this any proposed subconsulcants. Be specific but only include related experience. Include specific activities on similar projects. Give dates and time periods that each project covered. Das the project team worked together before? If so. when and on which projects? If for some unforeseen reason you should loose your project manager or other key personnel. than what backup personnel do you have available? Similar Projects McAlpine'Creek has a 7Q10 floe of 0.3 cis. The current NPDES permit is 40 MCD with BON at 8 mg/L. Ammonia at 2 mg/L. TSS at 30 mg/L. and Fecal Coliform at 200/l00 al.. Considering these limits. list any similar projects for which you and your subcontractors have performed stream surveys and modeling which led to acquiring a new NPDES permit which allowed an Increase in plant flow and effluent discharges. Assuming authorization to construct is achieved. list any similar projects with strict effluent limits chat you and your subcontractors have designed, bid, and performed construction management. 3. Fast Track Projects and Methods Describe methods your firm and project team have used to "Fast Track" projects of similar size and complexity. Describe estimated time savings realized and the impact on project cost. 6. Regulatory Relationships Describe your firm's experience and working relationship with Notch and South Carolina environmental regulatory agencies and EPA Region IV offices within the past 10 years. S. Workload Please address your firm's projected workload. What ocher major projects will your firm have in this time period? What Is your firm's commitment to this project? Nov many projects will your Project Manager be assigned co during this time period? What is the Project Team's projected workload? Nov will your firm avoid over -extension of key project team members? 6. CMUD's Role iiov will your firm and project team communicate and Interact with CMUD's project team? What types of information will need to be provided by CMUD? In your opinion. what role should CNUD's project team play in the project? What do you expect from them? 7. MBE Project the percentage of your professional services fee which will be subcontracted to minority and women business enterprises. Project each sep ly. 5 8. ' Project Understanding Rate the proposal on project understanding to terms of the firm's grasp of what CMUD has requested. being mindful of the Phase I emphasis followed by the Phase II need for expediency. 9. 0 Combination Category Rate the proposal on any other aspect that has attracted your attention and that you feel is worthy for consideration. Examples are: innovative solutions, recognition of legal services needed. construction management approach. and the actual proposal format is terms of readability, ease of locating data, etc. 0 TOTAL POINTS State of North Carolina Department of Natural Resources and Community Development Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27611 James G. Martin, Governor R. Paul Wilms William W. Cobey, Jr., Secretary Director Mr. Joe C. Stowe, Jr., Director Charlotte -Mecklenburg Utility Department Administration Division 5100 Brookshire Boulevard Charlotte, NC 28216 Subject: McAlpine Creek WWTP NPDES No. NC0024970 Mecklenburg County Dear Mr. Stowe: I am writing in response to your letter of January 3, 1990 concerning the NPDES permit for the McAlpine Creek WWTP. The attached permit contains modifications made in light of the issues raised in your letter, and the permit as written reflects the Divi- sion of Environmental Management's (DEM) final decision regarding these matters. For clarification purposes, the following addi- tional explanation is offered: 1.) CBOD5 Limits The BOD5 limit of 8 mg/1 will remain in the permit. You proposed to monitor CBOD20 in your letter of January 3. This is not an acceptable compliance parameter, nor is it a long enough test to determine the ultimate oxygen demand. If you wish to receive a CBOD5 limit other than the 4 mg/1 offered to you earlier, more data will need to be collected. You should work with DEM to determine appropriate data collection methods. 2.) Metals Limits The metals limits were revised based on the new 7Q10 estimate and the new nickel standard. 3.) Toxicity Limit The toxicity limit will remain as a chronic quarterly Ceriod- Pollution Prevention Pays P.O Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733-7015 An Equal Opportunity Affirmative Action Employer aphnia test, but the dilution has changed to 98% based on the new 7Q10 estimate. DEM will not consider flow augmentation until the City of Charlotte indicates what flow will be maintained and how it plans to guarantee the flow. 4.) Lindane Monitoring Requirement The lindane monitoring requirement will be dropped after twelve months except as required in the annual pollutant analysis if no values were above detection at the lowest achievable detec- tion level. 5.) Instream Monitoring Requirements The instream monitoring requirements will remain in the permit until CMUD submits a suitable alternative plan. You should note that the NPDES permit expires in August, 1991 due to DEM's new basin permitting schedule. The second paragraph of the attached letter explains the reasons behind this permitting strategy. You will find that many of your other concerns are addressed through the new boiler plate language. Any requests of Charlotte's which were not changed reflect the final view of DEM. If you believe that your concerns have not been adequately addressed, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, Post Office Drawer 11666, Raleigh, North Carolina 27604. Unless such a request is received by this Division, the requirements contained in the issued permit shall be final and binding. If you have any questions, please contact Dale Overcash or Trevor Clements of my staff at (919)733-5083. Sincerely, Steve W. Tedder, Chief Water Quality Section Attachment cc: Dale Overcash Trevor Clements Rex Gleason Central Files Grua-- / icMpin Ci 2/49i Cc/ - '1z FfV - 0,L41,Q (C p)(C p) L (0,0)(eu) = (Qd)(cd ) (7q,' cr,3)(Ca)) , _7,5,'7cf:3)(5 c,0 tom., AAJA_a1 �� May V - hi jk DL) i1 5 (51) - o/ = .20q -In I.P r- t v = t 1,P W,1 / Ca LA0_e Wklc/ Ctc.vc J ,5(go) - 90 = o �-r /.P `laFt'V 33M/i) c6) (Cii)) = (15.'7 cr2))(3 cio 1/2_ r-ilV = 5i 5f) ('7,4. 4 c)(Cw) = (75,'7 cr3 )63t = 32 LL (-F (IA)rii Cap ac coeici Q(6 U Sid; io 11 Cd 7QLO- 1.3cis - ' Om(5C%= d Cup Qc .: C23. 3 cFs (Qup) (Cup) 1- CQ)(c“)) (Oct) (cd (6E2)(GA)) = fe3.3)((5lQ.) Cu) = l a r61.2 ion L&)et ooa ,1.� MEMO TOIT-3(0( DATE: �I►g SUBJECT: C1-4u0 ' w1C/ipne C Jenn t� Said he -thothF We could uon to cH- Feat(' Compl/av?a oc/ dale btd aat ,aid he iece.,tily fecerwed copy c/ lertet fa 5t'ue £ivin 4PA ,�lafi�G 10e do Mz5. He loco 5oir fa toi fa Stete abbot-''] &fore Ce- old CWL 1etie t l bui hats twit ow' v-h4s coeeE. rite-uivie .z wrvfe le eA- z h212/ r oIe .Shoc,c/d e f (50C . (I- r3 d ccotc d /frtF e0frOacta c5 e.Mduft Oie/ talkk d h? Aakte.(. 01 i-1ie0. t/ to-)0u3h.f - S mon/ fir, +JIt.c ;F c t5m3 onfL) c/ 5'ncecbo•-). oCe.chlc*me e (/7(5/Ue 1 ciPa c, f fecal co l< IDr n sec h ou A-01-1,5 k L ch2,6ed citp m•fcs 4)161tEo end oaf ijcz&ec6e (Ohi/e T am jtvie) Vo/, tok Fly /3 50..ued r s /nelQprie . Co/ Oh lobe/%' K tstodei,5- Cst.re u d;sL box or fop ohil( a'' n3141 ,bc L ca next ' d i chotia j) . L,F cjoc c Head out) file, , / /s a& lap of p, /e oft mcj mop fable (pile Green iio/e/2D J_ hoc 1R,D )artment of Environment, ,I Resources DIVISION OF ENVIRONMENTAL MANAGEMENT April 6, 1990 MEMORANDUM TO: Dale Overcash THROUGH: Trevor Clemente' FROM: R ] . SW a ': RCS Clemente' SUBJECT: CMUD - Mcalpine Creek WWTP NPDES No. NC0024970 Mecklenburg County When completing the latest approval and wasteload allocation forms for Charlotte's McAlpine Creek WWTP, I did not realize that Charlotte had decided to monitor daily for metals. Therefore, the metals limits given should have been weekly average limits instead of daily maximum. The following limits should apply, and the per- mit should be changed accordingly: Weekly Avg. Daily Max. Cadmium (ug/ 1) : 2.0 5.0 Chromium (ug/1) : 51 204 Nickel (ug/1): 90 360 Lead (ug/1) : 26 34 Cyanide (ug/1): 5.1 15 As discussed this morning, I am preparing a cover letter which will be sent out with the draft permit. We should prepare a permit package for Charlotte which includes the following: 1. Revised NPDES permit. 2. Cover letter explaining DEM's views on certain issues raised in their letter, and that this permit represents DEM's final stance. Charlotte should adjudicate any condition not acceptable. Please send me any comments regarding the new boiler plate objections as soon as possible. 3. Revised boiler plate if applicable. If you have any questions, please contact me. I am sorry about any inconvenience the error in the metals limits caused you. cc: Rex Gleason, MRO Central Files UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION IV 345 COURTLAND STREET. N.E. ATLANTA. GEORGIA 30365 Mp,R 1 1 1990 REF: 4WM-FP Steve Tedder, Chief Water. Quality Section Division of Environmental Management NC Dept. of Environment, Health, and Natural Resources P. 0. Box 27687 Raleigh, North Carolina 27611 RE: NPDES Overview NC0024970 - Charlotte-Mecklenburg/McAlpine Creek WWTP Dear Mr. Tedder: In accordance with the EPA/DEM MOA we have completed review of the referenced draft permit and have no objections to the proposed permit conditions. We acknowledge the comments made in your letter of January 11, 1990, regarding additional modeling in Sugar Creek in order to evaluate low dissolved oxygen levels. Please send us a copy of the modified permits for review if such action becomes necessary based on the outcome of the Sugar Creek Basin model. Also, please include the special reopener clause in the final draft, as mentioned in your letter. Was this reopener clause included when the Sugar Creek WWTP permit (NC0024937) was issued? If you have any questions, please call Darryl Williams at 347-3012. Sincerely yours, John T. Marlar, Chief Facilities Performance Branch State of North Carolina Department of Environment, Health and, Natural Resources Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27611 James G. Martin, Governor George T. Everett, Ph.D. William W. Cobey, Jr., Secretary Director February 12, 1991 Mr. Joe Stowe Charlotte - Mecklenburg Utility Department 5100 Brookshire Boulevard Charlotte, North Carolina 28216 Dear Mr. Stowe: Subject: NPDES Permit Adjudications NC0024970 - McAlpine Creek NC0024945 - Irwin Creek NC0024937 - Sugar Creek Mecklenburg County In accordance with our discussions on February 8, 1991, this correspondence is to sum up the current position of the Water Quality Section relative to the three NPDES Permits which became effective July 1, 1990. In light of the permits' expiration date of August 31, 1991, I believe the best approach is to proceed with renewal and expansion of the subject permits at the same time. It is our intention to resolve the adjudications during this process. Although the adjudicatory issues are numerous, I see the following as productive measures to reduce all differences: McAlpine Creek 1) DEM agrees to a schedule for metals (cadmium, chromium, nickel, lead, and cyanide) with monitoring only from the date of issuance until December 31, 1991. Effective January 1, 1992, and lasting until the expiration of the permit, the effluent limitations for the heavy metals will be applicable. Such metals will be limited as weekly average and daily maximum as specified in the NPDES permit issued June 8, 1990. 2) DEM agrees to increased flow to 48.0 MGD upon upgrade to meet 4.0 mg/1 CBOD5, 1.0 mg/1 Ammonia (NH3 as N), 15.0 mg/1 Total Suspended Solids and other limits as appropriate to become effective May 1, 1994. 3) Toxicity limitations will remain as issued yet DEM agrees to modify at permittee's request based upon modifications approved by the Director as per the Ad -Hoc Committee recommendations. Pollution Prevention Pays P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733-7015 An Equal Opportunity Affirmative Action Employer Page 2 Mr. Joe Stowe Charlotte - Mecklenburg Utility Department Sugar Creek 1) DEM agrees to a schedule for metals (cadmium, chromium, nickel, lead, and cyanide) with monitoring only from the date of issuance until December 31, 1991. Effective January 1, 1992, and lasting until the expiration of the permit, the following effluent limitations for the heavy metals will be applicable: Weekly Avg Daily Max Parameter (ug/1 (ug/1) Cadmium 2.3 5.7 Nickel 101 404 Lead 29 39 Cyanide 5.7 19 Mercury 0.014 0.056 2) DEM agrees to increased flow to 19.67 MGD upon upgrade to meet 5.0 mg/1 CBOD5, 1.0 mg/1 Ammonia (NH3 as N), 15.0 mg/1 Total Suspended Solids and other limits as appropriate to become effective April 1, 1995. 3) Toxicity limitations will remain as issued yet DEM agrees to modify at permittee's request based upon modifications approved by the Director as per the Ad -Hoc Committee recommendations. Irwin Creek 1) DEM agrees to a schedule for metals (cadmium, chromium, nickel, lead, and cyanide) with monitoring only from the date of issuance until December 31, 1991. Effective January 1, 1992, and lasting until the expiration of the permit, the following effluent limitations for the heavy metals will be applicable: Weekly Avg Daily Max Parameter (ug/1 f ug/1) Cadmium 2.4 6.1 Nickel 107 428 Lead 30 41 Cyanide 6.1 21 Chromium 61 224 2) DEM agrees to increased flows for McAlpine Creek and Sugar Creek upon upgrade of the Irwin facility to meet 5.0 mg/1 CBOD5, 1.0 mg/1 Ammonia (NH3 as N), 15.0 mg/1 Total Suspended Solids and other limits as appropriate to become effective April 1, 1995. 3) Toxicity limitations will remain as issued yet DEM agrees to modify at permittee's request based upon modifications approved by the Director as per the Ad -Hoc Committee recommendations. As stated earlier and as you are well aware, the three permits expire on August 31, 1991. To comply with the requirement to submit each of the renewal requests 180 days prior to expiration Page 3 Mr. Joe Stowe Charlotte - Mecklenburg Utility Department we will need to have the requests for expansion and renewal no later than March 1, 1991. We anticipate being able to draft the expansion and renewal permits no later than April 1, 1991 and provide you a copy at this time. Hopefully, any comments you may have on the subject permits may be resolved and the pending permit adjudication petitions withdrawn on or before April 15, 1991. We anticipate the Public Notice of the permits .on or about April 15, 1991, and if no significant adverse public comment is received, the permits should be issued approximately June 1, 1991. Please review this information as soon as practical and contact me at (919) 733-5083 at your earliest convenience. Sincerely, Steve W. Tedder, Chief Water Quality Section cc: Mooresville Regional Office Permits and Engineering Unit Technical Support Branch A •h F yi DIVISION OF ENVIRONMENTAL MANAGEMENT February 11, 1991 MEMORANDUM TO: Steve Tedder THROUGH: Trevor Clement FROM: Ruth Swanek5 SUBJECT: Charlotte's toxics limits for proposed expansions The following toxics limits for the City of Charlotte's proposed WWTP expansions are provided for your use in working with the City: McAlpine Creek WWTP (for proposed 48 MGD) Weekly Avg. Daily Max. Cadmium (ug/1) : 2.0 5.1 Chromium (ug/ 1) : 51 204 Nickel (ug/1) : 90 360 Lead (ug/ 1) : 25 35 Cyanide (ug/1) : 5.1 16 T.R. Chlorine (ug/1): 17 IWC: 98% In addition, effluent monitoring for copper, zinc, and silver should be performed weekly, and the spreadsheet (Attachment 1) indicates that each metal should be monitored instream. Sugar Creek WWTP (for proposed 19.67 MGD WWTP) Weekly Avg. Daily Max. Cadmium (ug/ 1) : 2.2 5.6 Nickel (ug/1) : 98 392 Lead (ug/1) : 28 38 Cyanide (ug/ 1) : 5.6 18 Mercury (ug/1) : 0.013 0.052 T.R. Chlorine (ug/ 1) : 19 IWC: 90% In addition, weekly effluent monitoring should be performed for chromium, copper, zinc, and silver (Attachment 2) . The observed data indicated that an effluent limit could have been assigned for chromium, but the data used in this analysis were sub- mitted by Charlotte although not required in the NPDES permit. Therefore, no limit was assigned. The spreadsheet also indicated that the City should monitor for cadmium, copper, lead, and zinc instream (recommended in last WLA as well). Irwin Creek WWTP (existing 15 MGD WWTP) The chlorine limit for the Irwin Creek WWTP was calculated as 20 ug/1 (IWC = 83%) . If you have any questions or comments, please do not hesitate to contact me. Attachments cc: Rex Gleason Dale Overcash gt job