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Home My WebLink AboutNC0074268_Wasteload Allocation_19940105NPDES WASTE LOAD ALLOCATION PERMIT NO.: NC0074268 PERNIITTEE NAME: FACILITY NAME: The City of Gastonia Crowders Creek Facility Status: Existing Permit Status: Renewal Major Minor Pipe No.: 001 Design Capacity: 6.0 MGD Domestic (% of Flow): 42 Industrial (% of Flow): 58 % Comments: PIRF requested RECEIVING STREAM: Crowders Creek Class: C Sub -Basin: 03-08-37 Reference USGS Quad: C 14NW (please attach) County: Gaston Regional Office: Mooresville Regional Office Previous Exp. Date: 2/28/94 Treatment Plant Class: class IV Classification changes within three miles: No change to the South Carolina State Line Requested by: Randy Kepler ��{ Date: 8/13/93 Prepared by: d c Date: 2 /21,173 r '/ Reviewed by. (/ Date: /LJ /1 /"% ,-C �D, s / w L L LAJf Modeler Date Rec. # , �n.✓ 8//4193 7.5-75" .2 Drainage Area (mi ) / (j , Avg. Streamflow (cfs): F2 7Q10 (cfs) /,)2, 3 Winter 7Q10 (cfs) 20 30Q2 (cfs) ,Zg Toxicity Limits: IWC ''! % Acu hronic _ Instream Monitoring: Parameters � - po i Upstream ; Location R li,' Downstream , Location i)s;( -�-25( 4 S. (-7• 4), 5-6 fi Effluent Characteristics Summer Winter BOD5 (mg/1) j .3 / 3 NH3-N (mg/1) D.O. (mg/1) G L TSS (mg/1) 3u F. Col. (/100 ml) -7"0 pH (SU) 7 r y /i'45,614.441 /vdc, (4/ ate 717,f,,, ,,,, (12' 2 1 , •'11, a-�.4 _ ' " y, A,,," - ,-�(� , -ter,,. ,., 6 r� -�Z rz � , i // , i Coments: fiA, GA) lr��^�1��✓ fly z a t'= o,s�,ie FOR AGENCY USE • STANDARD FORM A —MUNICIPAL SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major industrial faclllty discharging to the munlclpal system, using a separate Section IV for each faclllty descrip- tion. Indicate the 4 digit Standard Industrial Classification (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 munlclpal system. Consult Table t11 for standard measures of products or raw materials. (see Instructions) I. 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- mittent or continuous. 5. Pretreatment Provided Indicate if pretreatment is provided prior to entering the municipal system 6. Characteristics of Wastewater (see instructions) 40tia 406b 4011 401b 401c 401d 401e 401 f 402 403a 403b 404a 404b 405 City of Kings Mountain Post Office Box 429 1013 North Piedmont Avenue Kings Mountain Gaston/Cleveland North Carolina 28026 Textile/Domestic 2250 thousand gallons per day ❑ Intermittent (int) Continuous (con) IN Yes 13140 Quantity Units (See Table. 111) Parameter Name BOD TSS NH3-N Cu Ni Zn COD Parameter Number 00310 00530 00610 01042 01067 01092 00340. Value 172 122 6.79 0.11 < 0.02 0.075 706 IV-1 GP0 865.706 This section contains 1 page. FOR AGENCY USE STANDARD FORM A —MUNICIPAL SECTION 1V. 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 descrip- tion. Indicate the 4 digit Standard Industrial Classification (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 facility Into the municipal system. Consult Table 111 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) 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 prior to entering the municipal system 6. Characteristics of Wastewater (see Instructions) 406!. 406b 401a 401b 401c 401d 401e 401f 402 403a 403b 404a 404b 405 Rauch Industries Post Office Box 609 6048 South York Road Gastoni a Gaston North Carolina 28053 3231 • Christmas Ornaments 14 thousand gallons per day ❑ intermittent (Int) IAContinuous(eon) ]Yes ❑No Quantity .006 Units (See Table I11) Parameter Name BOD • TSS NH3-N Cu Ni Zn' COD Parameter Numbert 00310 00530 00610 01042 01067 01092 00340 Value 22 15 < 0.10 < 0.02 <0.02 • 0.092 64 VL This section contains 1 page. GPO e6s.706 FOR AGENCY USE STANDARD FORM A —MUNICIPAL SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM /1111111 Submit a description of each major Industrial facility discharging to the municipal system, using a separate Section IV for each taclllty descrip- tion. Indicate the 4 digit Standard Industrial Classification (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 facility Into the municipal system. Consult Table 111 for standard measures of products or raw materials. (see Instructions) 1. Major Contributing Facility (see Instructions) Name 401 a 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 prior to entering the municipal system 6. - Characteristics of Wastewater (see instructions) 406b 401b 401c 401d 401e 401f 402 403a 403b 404a 404b 405 Sunshine Uniform Service, Inc. Post Office Box 12632 Jenkins Road Gastonia Gaston North Carolina 28053 7218 Clean Uniforms 56 thousand gallons per day ❑ Intermittent (Int) jContinuous(con) (Yes ❑No Quantity 14,400 Units (See Table 111) 1bs/day Parameter Name BOD TSS NH3-N Cu • Ni Zn COD Parame Numberr 00310 00530 00610 01042, 01067 01092 00340 Value 181 104 0.27 0.19 0.02 • 0.346 960 Iv-1 This section contains 1 page. GPO 865-706 FOR AGENCY USE 1 STANDARD FORM A —MUNICIPAL SECTIONW. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major Industrial faclllty discharging to the municipal system, using a se Section IV for each facility descrip- tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry. the major product or raw materlat. the flow (In thou- sand -gallons per day). and the characteristics of the wastewater discharged from the Industrial faclllty Into the municipal system. Consult Table III for standard measures of products or raw materials. (see Instructions) t• Ma)or Contributing Faclllty (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- mittent or continuous. 5. Pretreatment Provided Indicate if pretreatment Is provided prior to entering the municipal System 6. Characteristics of Wastewater (see Instructions) 4061 406b 401a 401b 401c 401d 401 e 4011 402 4033 403b 404a 404b 405 Amp, Incorporated 1260 Shannon Bradley Road Gastonia Gaston North Carolina 28052 3643 Metal Material 10 thousand gallons per day ❑ Intermittent (Int) ( Continuous(con) ]Yes ONo C. Quantity 25,000 Units (See Table III) Parameter Name BOD TSS NH3-N Cu, Ni Zn COD Parameter Number 00310 00530 00610 01042 01067 01092 00340 Value < 4 102 0.27 0.32 0.11 < 0.072 92 Lbs/Wk This section contains 1 pege. J GPO 865-706. FOR AGENCY USE • • STANDARD FORM A —MUNICIPAL SECTION 11. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM • Submit a description of oach. major Industrial facility discharging to the municipal system, using a separate Section 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 thou- sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table Ili 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 imitate 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) 406a 406b 401a 401b 401c 401d 401e 401f 402 ,403a 403b 404a 404b 405 Threads USA Post Office Box 759 West Brown Street Gastonia .Gaston North -Carolina 28053 2269 Dyed Sewing Thread 1057 thousand gallons per day t] Intermittent (Int) ['Continuous (con) ]Yes ❑No 0 Quantity 44 Units (See Table ill) Parameter Name BOD TSS NH3-N Cu Ni Zn COD Parameter Number 00310 00530 00610 01042 01067 01092 00340 "aluc 133 17 ' 1.83 0.04 < 0.02 0.217 486 H-2 This section contains I page. GPO 865.706 A CAINNITY ►— — CONTROL CHEMICAL cHEMNCAL CHEMICAL FEED • I I I I i Y > t t 1 I 1 • A 1 I • I I Lk.W 1 _y, II v,----1 II I :s — 1 ♦ J11 f----♦--'----1 11I I ,' 1 ♦ 1 1 PREUM/NARI' .1 " . ill ♦il f_� JL', ;----L-_ _- 1---_1 - c IJ` r+f r=1 ‘r-1'•�. STAB►UTATXIV +-CHLDRINATCW I. 4r- iI • f r- , Tn l� 1 1 L_, �1--1 1 •1 1 1 rq TREATMENT 1 , -rt r - J-r♦ r - /, ' PONDS , r 1 DECNLDRINATA7N1 , ♦ yy 1 ♦ / 1 1.--y 1 1 L--J 1 • ♦ 1 ♦ i11 •i r • 1 1 1 ,. n 7 , I I .1 . 1 1 1 1 , 1 1 , I _ CHEMICAL ♦Y' I • r RAS ' 1 ♦yo DIGESTERS__ RORC 1 r————•. s �',�•' , ▪ `♦ •' ♦ I J 1I SUPERNATANT - z _ - - -' `, ; ` ; L i J' i OAF i- i! - -' -% 1• cT 1 1 ,r 1 ;It • I T 1 Y t L--�-. 1 1 SUPERNATANT / i 1 ,� 1 • -- CHEMICAL:MIXER. AND CLARIFIER • L a, .1 i PE AS E BELT FILTER PRESS GASI ONIA WASI tWATER MAST EI CROWDERS CREEK WWTF le"1 .r...... rr nrr rn.;: ,. 1r,.. 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 ALLOCATION Request# 7575 Gastonia-Crowders Creek WWTP ti: L-. - , NC0074268 °" 42% DOMESTIC / 58% INDUSTRIALEC 0 9 1993 Existing Renewal Crowders Creek C 030837 Gaston Mooresville 1! Kepler 8/16/93 C 14NW Wasteload Allocation Summary (approach taken, correspondence with region, EPA, etc.) Facility requesting renewal of NPDES permit. USGS has reevaluated flows for the Crowders Creek Basin and most flow estimates are now higher. Previous 7Q10 flow of 6 cfs has increased to 13 cfs. Allowable concentrations for metals have increased therefore all previous metals limits are higher. Toxicity test limit decreases from 61% to 42%. Per Lake Wylie Management Plan, limits of TP= 0.5 mg/1 and TN limits of 4 and 8 mg/1 will be in effect in 5 years, special condition will be put in permit. MINN OF EtMRGR;= Ihi kt MOORESVILLE REGOIAL o FRCE Stream Characteristic: USGS # Date: Drainage Area (mi2): Summer 7Q10 (cfs): Winter 7Q10 (cfs): Average Flow (cfs): 30Q2 (cfs): IWC (%): s' 0214561000 Revised 1988 70.4 13.3 20 82 28 42 Special Schedule Requirements and additional comments from Reviewers: Recommended by Date: 9/16/93 _ 11/30/93 Reviewed by / - Instream Assessment: Date: / (6/-3 o� U' Regional Supervisor: ' • ' vt Date: l Z(l`14j Permits & Engineering: 11 Date: 12/I -71( `� RETURN TO TECHNICAL SERVICES BY: 2 Existing Limits: CONVENTIONAL PARAMETERS Monthly Average Summer Winter Wasteflow (MGD): 6.0 6.0 BODS (mg/1): 13 13 NH3N (mg/1): 2 10 DO (mg/1): 6 6 TSS (mg/1): 30 30 Fecal Col. (/100 ml): 1000 1000 pH (SU): 6-9 6-9 Residual Chlorine (11g/1): 19 19 Temperature (°C): - monitor monitor Oil & Grease (mg/1): monitor monitor TP (mg/1): 2 2 TN (mg/1): monitor monitor Recommended Limits: Monthly Average Summer Winter WQ or EL Wasteflow (MGD): 6.0 6.0 BOD5 (mg/1): 13 13 NH3N (mg/1): 2 10 DO (mg/1): 6 6 TSS (mg/1): 30 30 Fecal Col. (/100 ml): 200 200 pHResidual(SU) Chlorine WA):19 19 <-- S'vA-> ma`s "1/41k 22 -- KNc? Temperature (°C): monitor monitor Oil & Grease (mg/1): monitor monitor TP (mg/1): 2* 2* TN (mg/1): monitor* monitor* * Per Lake Wylie Management Plan, limits of TP = 0.5 mg/l and TN= 4 mg/1(summer); 8 mg/1 (winter), must be met in 5 years. Limits Changes Due To: Parameters) Affected Change in 7Q10 data Change in stream classification Relocation of discharge Change in wasteflow Other (onsite toxicity study, interaction, etc.) Instream data New regulations/standards/procedures Fecal Coliform New facility information (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 applicable) 3 Type of Toxicity Test: Existing Limit: Recommended Limit: Monitoring Schedule: Existing Limits Cadmium (ug/1): Chromium (ug/1): Copper (ug/1): Nickel (ug/l): Lead (ug/l): Zinc (ug/l): Cyanide (ug/1): Selenium (ug/1): Mercury (ug/l): Silver (ug/1): Recommended Limits Cadmium (ug/1): Chromium (ug/1): Copper (ug/1): Nickel (ug/1): Lead (ug/1): Zinc (ug/1): Cyanide (ug/l): Selenium (ug/l): Mercury (ug/l): Silver (ug/1): Limits Changes Due To: Change in 7Q10 data Change in stream classification Relocation of discharge Change in wasteflow New pretreatment information Failing toxicity test Other (onsite toxicity study, interaction, etc.) TOXICS/METALS Chronic Ceriodaphnia Qrtrly 61% 42% MAR JUN SEP DEC Daily Max. 3.3 74 monitor 82 38 monitor 8.2 monitor nr monitor Daily Max. 4.8 120 monitor 211 60 monitor monitor 12 nr monitor WQ or EL WQ WQ WQ WQ WQ Parameterls) Affected Cd,Cr,Ni,Pb, Cn Se X_ Parameter(s) are water quality limited. For some parameters, the available load capacity of the immediate receiving water will be consumed. This may affect future water quality based effluent limitations for additional dischargers within this portion of the watershed. OR No parameters are water quality limited, but this discharge may affect future allocations. 4 INSTREAM MONITORING REQUIREMENTS Upstream Location: State Road 1108 Downstream Location: 1) State Road 2424 2) S.C. Hwy 564 Parameters: Temperature, DO,Fecal Coliform, Conductivity, BOD5, NH3 Special instream monitoring locations or monitoring frequencies: MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS Adequacy of Existing Treatment Has the facility demonstrated the ability to meet the proposed new limits with existing treatment facilities? Yes No If no, which parameters cannot be met? Would a "phasing in" of the new limits be appropriate? Yes No If yes, please provide a schedule (and basis for that schedule) with the regional office recommendations: If no, why not? Special Instructions or Conditions Per Lake Wylie Management Plan, limits of Total Phosphorus = 0.5 mg/1 and Total Nitrogen = 4 mg/1 (summer) and 8 mg/1 (winter) must be met in 5 year timeframe. Wasteload sent to EPA? (Major) (Y or N) (If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old assumptions that were made, and description of how it fits into basinwide plan) Additional Information attached? (Y or N) If yes, explain with attachments. Facility Name Gastonia -Crowders Creek WWTP Permit # NC0074268 _ Pipe # 001 _ CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY) The effluent discharge shall at no time exhibit chronic toxicity 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 42_% (defined as treatment two in the North Carolina procedure document). The permit holder shall perform quarter(v monitoring using this procedure to establish compliance with the permit condition. The first test will be performed after thirty days from the effective date of this permit during the months of _MAR 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 4401 Reedy Creek Road Raleigh, N.C. 27607 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 13.3 cfs Permitted Flow 6.0_ MGD IWC 42 % Basin & Sub -basin CTB37 Receiving Stream Crowders Creek County Gastib mmended by: ate 1 11/30/93 QCL P/F Version 9/91 SEP-17-1993 15:02 FROM WASTEWATER, DIVISION TO 19197339919 P.01 DePART8EHTOF PUpLt* Wool Axe UT1Lrtii! DATE: - • ga5#DnTa o,toxmit OksfarrE;, urif Lrxrziirm 28033-1743 j,...rr ..rrf..ir........u.ry.,.r.u....u.r...� • i^C 1'�:hs'J, 4�•�,t'� i, , .•r` ^fL iii... mot. J 1.5"4 "1" `^i_rr iiiiiii l .i t* l n)4. ..i.u,r md,? .7/ F DELIVER TO: TRANSMITTED TED FROM: TOTAL b`,CES (including SPECIAL INSTRUCTIONS: ccvt i Ix' YOU DO NOT RECEIVE L� r ^• ir3, ?LEASE CALL OUR OFFICE: , PACES TO p? TRANSMITTED OFFICE: (704) 866-6$30 FAX: (704) 666--7719 RECEIVED SEP 1 7 1993 FACILITIES ASSESSMENT UNIT .cFP-17-1993 15:03 FROM WRSTEWRTER DIVISION TO. 19197339919 P.02 Tit of Gaoththu P. O. BOX 1748 astmlim, Xv rt Cavan 2 i353-1748 DEPARTMElr7 yr PUBLIC WORK* AND UTILITICS Y C(2,5 r e, • . SEP-17-1993 15 : 03 FROM WASTEWATER DIUISI ON TO 19197339919 P,03 • .First Quarter Crowders Influent - n e 111111111111/1013/111Milif 6 2 18 2401111/10 Nil 1 'OD lib lio IN ii , 1 bt - Bikt Qc, 13.0(1 SS 10+ iDo 104 6i lit t.po orb / vo 1-13—N —Nit 1,-.11 11.5 / .09 eir -Phos •4, 65 - ti ..0.1 4.13 nil d - L. 0 01 4,002 4. 002. .02. ' IC IJ • ,o5 • , 04 .05 ,03 - 07 n 1111.1 L.001 L.002. 4 , 001, , 4, ana 4 _0(j. ,,ejdz L.0 On L.02, L, 0001 L .02. L, 0002. 4 .C.D„ 4 , 3002 4 , e,„)2 4 . 000 2 4 . 0 2 4 . 000 2. [ . OW Z , Q1 • 4 , rt. L , GS 4 4. ea z, 01 { a 0 ,2 LIM 4. , D 0 Li 4 , oo9 4 • 00 t-1- -4 .co'- 4 , C)Od-1 4 , a0.44 IIMII 093 . k01; .II2 ..ce6 . /al z, Dos L, 0E15 4 . oos" 4 • C) 4 i Oa. IIIMI L s 00.5 L. .D135 4, 005 4 , car A .00 4 .00 '8C G 11111111/11,111111111111111111111111111111111111111111 1 SEP-17-1993 15:03 FROp1 WASTEWATER DIVISION 11® 191979919 P . 04 .Seconr3 Quarter 1993 Crowders (57 In,42 fluent rnq/I 57 y 5/ -. k4 130D /77 / /..9 TSS if& OR . 96 NH3-N 7.. to 7,o7 s.,o II-7' fIit 19,1 16.1 .51, 5` Y--Phos 4/.3a :a0 4/.E)s Cd .4.00r ...00i <,001 Cr , 0.20. W . 0410 - oao.. _ CU ; i 0?9 . v'?S , c.)76, Cn ' <. ooS s 0 os _. < . vac" Pb . ooq e co i I-ig .4. 000. ` { : 000z Ni .0s0 .`4/ 0 Aq 4 , 063.. < . oc 3 4. 003 Zn .14/7 a/5 • 17 As w 4.003 < O v03 G , 003 Se „07 , , cXD7 , 0o6 0 i&C • Vh 9 31.., 6..7 7 • / Q 1 ;10 boo *02-/ fri(e 0JP-1k- - 03. SEP-17-1993 15:04 FROM WASTEWATER DIVISION TO 19197339919 P.05 Firdt Quarter 1993 Crowders Effluent Da-4o e-ea 07/ (-2 - //a) iq71 2/4 1.1 2/5 ki 2/6 , 7../ 2/7 5. 2/8 . 2/9., 2/10_ 2/11 OD ' .2 H3— N -Nit . 10.19 (1.09 S.16 7, 31 7, 6) 7 /0, 344 6-.37.__ 0. 3% ... -Phos 3,14 5 I,%q II-11 1,00 o.gi liott d ,,0 0/. L,00,2_ 4 001 C. 002. ail 4•4.10.): 4 A/0, r , 4.02. L.02. L..oz 4 .. OA 4 a e-n 4 . C2 Li L , DT wo 2 4,01 4.661 4 a ca 4 102 4 a n 4%002. L,002. L. 007. .. - . CO b L . 01 t 02, L.02. 4 40). •4. q 4 .0001- Z,0002. 4,0002 ‹,a)02, 4, roO2 4,0002 4.000a i 4.02: , z,02_ L . 07, ‘ C2 0 0044 4 .. e.)., n D 06 Q. O3 , 3 L.005 46 • 4 005 4 • •• e 4 4 005 4 DOS .COS DO 4 I C1OS 4 a Oeisr , ., /a .... 'SEP-17-1993 15:04 FROM WASTEWATER DIVISION TO - 19197339919 P.06 Second Quarter 1993 J. 0rowders Effluent r ng./l . 6-"/ y Sias- s/,2 200 - /41 ._-. i , , TSS- z- i I / ,2 NH3-N 4, /d M. v, l3 0,17 T—Nit al-4 ,P .6 5 7 T—Phos r. qY • ri 7y 7. I., Cd '. 00/ A m 001 < O01 �. 'Cr < , 00.2 `.002 '00 „ 7 CU - v.o .. 4 v3 r . 04/6 seC n. n . < 0 00,5 4 . OO S 4.4 00,5 { ,003 .< o 000,, .. GY)U.Q < ,. 000.1 -.. `�Ni • • _--� Aq <P043 4 4003. ^IJV3 Zn .00 A QQ 7/ . 0 7•ii As .` "ti. 003 f. 0 003 < .003 Se .007 .006 , 0c�( , o&cG 3.L .49 1-5.3 ()41'1'e c TOTAL P.06 ... gag- w. — CAL-SLver.(. 5 C W(t) 7/' [/;v/Y 03Oc?37 t-,,,,,,, ,,,,/ /4 c4A.,4 /t.t..") 4-P . 1,-, i(ct.vi J S' lc, -It. , i - Zi-A- /---1 ,A.:71- 27/e _ ,}1 i L-/-L7 G141 aftil efA-4.— A-4-1" 7. 7 , & - - 7 1 id- -5"-/7 s- 7..,...,,, A.,..,t_ 1 //11 d- 8 , /e/ 4.1- 5 f 244 ii% 7144' /6'-''`-') C-4 &I)1 ij 7414-q7 . / P 4 1/4- 94 ' ' 7Z A '-if,5f, 6 -- /0 7 s ,2 /0,51' (4:p Z d- o3 /, 4 ..4,,h. Ct-,-./_-- 1-, 44 -4( Ael&f,C. s/1‘-) /4( ,77L,..1- 4-.,--t a ., ial m G „ksi_ /um„ cJ if v1 �+it �f c�,� ,,,,,, , ., Cam! . .4 ,b ,,,,,, 6 , r ,,,,,, ,, ),,,,5, d.,,, k / U c, ,f„,,„ n a, 6." 4„64,A., ,,,,,,,f cs C 7 7v,1 #w,' 7. /t24 //(o re4)(Amg 0,/SS/ b'2- I/. 461 fZc6 /3, 3 Of %m.99 a .25-Z-( iy /gec 20c7c 3 op z = O, 3Y' �LA fir'/v e;-t.v,,, , ',)e,1 6,a 7p io 6.6 ,yam *- / ss oI,SS)-I- /3J 9,3 �� - .1/ 7 fro -1(/. 7 7 u 1z- X, 3 c 6 Cam- 6/5/2)/ (cy/ CI c�- 3.3 /20 u$/ 1.7 31 Go 79/o liN 7 r mw,(l � (/cam A Uzi 4-4 �� = /2 vfi-,1 �� . et,,z4,a,..txy_._,0 P. v 24,,i-wri, 4 .4 ote,,,,A 74 09/14/93 ver 3.1 T OXICS REVIEW Facility: CROWDERS CREEK WWTP NPDES Permit No.: NC0074268 4. Status (E, P, or M) : E Permitted Flow: 6.0 mgd Actual Average Flow: 3.0 mgd Subbasin: '030837 Receiving Stream: CROWDERS CREEK 1 PRETREATMENT DATA I----EFLLUENT DATA ---- Stream Classification: C 1 ACTUAL PERMITTEDI 7Q10: 13.0 cfs 1 Ind. + Ind. + 1 FREQUENCY IWC: 41.70 % I Domestic PERMITTED Domestic 1 OBSERVED of Chronic Stn'd / Bkg I Removal Domestic Act.Ind. Total Industrial Total I Eflluent Criteria Pollutant AL Conc. I Eff. Load Load Load Load Load I Conc. Violations (ug/1) (ug/l) I % (#/d) (#/d) (#/d) (#/d) (#/d) I (ug/1) (#vio/#sam) Cadmium S 2.0 I 67% 0.0 0.0 0.02 0.0 0.030 1 2.2 Chromium S 50.0 1 83% 0.2 0.0 0.19 3.6 3.750 1 20.0 I I Copper AL 7.0 86% 0.3 2.4 2.68 7.0 7.300 I 80.0 1 N Nickel S 88.0 1 42% 0.2 0.3 0.51 2.8 3.010 1 50.0 1 P Lead S 25.0 1 61% 0.2 0.0 0.22 3.5 3.670 1 20.0 1 U Zinc AL 50.0 1 79% 1.3 5.4 6.70 12.3 13.560 1 99.0 1 T Cyanide S 5.0 1 69% 0.0 0.0 0.04 0.0 0.060 1 0.0 Mercury S 0.012 1 0% 1 1 S Silver AL 0.06 1 75% 0.0 0.0 0.03 0.0 0.040 1 0.0 1 E Selenium S 5.00 1 0% 1 72.0 1 C Arsenic S 50.00 1 0% I 1 T Phenols S NA 1 0% 1 1 I NH3-N C 1 0% 1 10 T.R.Chlor.AL 17.0 1 0% I 1 N 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 ALLOWABLE PRDCT'D PRDCT'D PRDCT'D MONITOR/LIMIT I--ADTN'L RECMMDTN'S-- Effluent Effluent Effluent Instream 1 Recomm'd Conc. using using Conc. Based on Based on Based on 1 FREQUENCY INSTREAM Allowable CHRONIC ACTUAL PERMIT using ACTUAL PERMITTED OBSERVED 1 Eff. Mon. Monitor. Load Criteria Influent Influent OBSERVED Influent Influent Effluent 1 based on Recomm'd ? (#/d) (ug/1) (ug/1) (ug/1) (ug/1) Loading Loading Data 1 OBSERVED (YES/NO) 0.58 4.796 0.302 0.395 0.92 Monitor Monitor Limit I NCAC NO 1 A 27.98 119.892 1.290 25.464 8.34 Monitor Limit Limit 1 NCAC NO 1 N 4.76 16.785 14.987 40.823 33.36 Monitor Monitor Monitor 1 Weekly YES 1 A 14.43 211.011 11.815 69.734 20.85 Monitor Limit Limit 1 NCAC NO 1 L 6.10 59.946 3.396 57.172 8.34 Monitor Limit Limit 1 NCAC NO 1 Y 22.65 119.892 56.201 113.745 41.29 Monitor Monitor Monitor 1 Monthly YES 1 S 1.53 11.989 0.495 0.743 0.00 Monitor Monitor I NCAC NO 1 I 0.00 0.029 0.000 0.000 0.00 1 1 S 0.02 0.144 0.317 0.399 0.00 Monitor Monitor I Monthly NO 0.48 11.989 0.000 0.000 30.03 Limit I NCAC YES 1 R 4.76 119.892 0.000 0.000 0.00 1 1 E 0.000 0.000 0.000 0.00 1 1 S 0.000 0.00 1 1 U 40.763 0.00 1 1 L I I T I I s NPDES PRETREATMENT INFORMATION RDBUESI' FORM GAST40s1A V FACTLTTY NAME: C� X?S - K JLJT NPDES NO. NC00 7 4 2 REQUESTER I k�7/Z- !� DATE: 8 / /3 / 9 REGION:I i j `SVILt PERMIT CONDITIONS COVERING PRETREATMENT This facility has no SIGs 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 (attached) This facility is currently implementing a pretrefatment program. Please include the following conditions: Programs Implementation Additional Conditions (attached) IGNIFICANT INDUSTRIAL USERS' (SIGs) CONTRIBUTIONS SIU FLOW - TC7TAL: - COMPOSI'1ION: TEXTILE: METAL FINISHING: OTHER: �j -�✓ C( riA -&i O. r, r'o Mulk.)u leA c (77 3:123 MGD I.,2. MGD MGD MCm o13 MGD Zr 0 MGD MGD HEADWORKS REVIEW PASS PARAMTTER THROUGH WICWABLE Cd ,y3 Cr Cu Ni Pb Zn CN i�15 Phenol Other A 6,13 LI,z3 DAILY DCMEST±C ,o2 .I 6 ,31 17 Y c)4 v3 LOAD IN LBS/DAY ACTUAL YERMI'rlTD a0I 3 .s�7 3 ,S 12, A • 6 O INDUSTRI .002 C1 ,hI REMOVAL 6-7 83 7 $L 03y 4i- B,o146 5, 43 ()I 75 RECEIVED: 6 / \; / °13 REVIEWED BY: vim. /q3 -ACILITIES A SEE rattN UNIT WHOLE EFFLUENT TOXICITY TESTING 0[SELF-MONITORING SUMMARY] Mon, Aug 16, 1993 FACII.ITY )IIIRFMENT FORTkON INI)US 1RIBS/001 PIiRM:CIIR LIM 2.3%;PI/RM 2411R AC LIM 10% FI1ID;PER NC0082295 Begin:06/01/93 Fnxluency: Q P/F A FEB MAY AUG NOV NonComp:SINGLE County:NEW IIANOVER Region: WIRO Subbasin: CPPI7 PI'Special 7Q 10: '1 QI0910'TB) IW('('X,): 1.16 Order: 89 FOX'S 1101 SI1M BAKERY PERM CIIR LIM:90% (GRAB) 90 NC0081299 Begin:03/02/92 Fnxlucncy: Q P/F A FEB MAY AUG NOV NonComp:Single 91 County:IIEW HANOVER Region: WIRO Subbasin: CPF17 921 __ — 7PSpecial 92 — N — QVAR Onkr Q10:0.0 IWC(%):100 89 FAIL — FRANKI.IN CO. WASA PERM CIIR I.IM:29% 90 FAIL NC0069311 Degin:Ikc 17, 1')8ihnxryency: Q Pfl' JAN AI'R JUL OCT NonComp: 910 FAIL County:FRANKLIN Region: RRO Subbasin:TAROI 92 PASS 0 Slncial 93 PASS — — 7Q10: 1.90 Order 90 IWC(%):28.97 89 -- FRANKLIN WWIP PERM CIIR LIM: 1.6% 90 — NC0021547 Begin:Aug 21, 199:Frequency: Q P/F A MAR JUN SEP DEC NonComp:SINGLE 91 — — — County: MACON Region: ARO Subbasin: LINOS 92 __ -- 93 -- — PASS FEB MAR Special PI': 1.65 Order: 7Q I0: 157 IWC(%): 1.6 I1IQUAY-VARINN KINNETII BR WWII' PERM (:le SEP DEC MAR JUN NC0028118 Begin: Mu 1, 1993 Frequency: Q County: WAKE Region: RR(/ Subbasin: CPF07 YEAR MN 89 90 91 92 93 FAIL AI'R FAIL FAIL LATE PASS PASS MAY J11N N LATE PASS PASS PASS FAIL FAIL PASS LATE AIIG N SEP PASS PASS PF: 1.20 Special 7Q10: 0.00 IWC(%): 100.00 Order: GAS TON CO SCI IOOLS E.GASfON I IS PERM CDR LIM:99% (GRAB) y 89 -- NonComp:SINGIJi 90 FAIL 91 PASS 92 — 93 — FAIL FAIL PASS FAIL PASS FAIL FAIL FAIL PASS PASS NR FAIL PASS PASS FAIL FAIL PASS PASS N PASS PASS NC0041360 Begin:08/01/91 Frequency: Q P/F A MAR JUN SI/P DEC NonComp: County: GASTON Region: MRO Subbasin: CTB33 pcia PF: 0.025 $Omcerl 7Q 1(l: 0.11 IW('(9.: I(X) GASION co. SCHOOLS PERM CIIR I.IM:99%(GRAB) NC0041327 Begin:10/01/91 Frequency: Q P/F A FEB MAY AUG NOV NonComp: County: GASTON Region: MR0 Subbasin: CTB37 PP:0.007 special SOC: 8/23/91-12/1/94 NO TOR REQ !-tVC % r: 7Q10:0.0 ( ): 100 Order 89 -- 90 — 91 — 92 — 93 FAIL Nn FAIL IAIl NR PASS FAIL PASS FAIL FAIL PASS FAIL M3 FAIL PASS FAIL,F FAIL 89 90 91 92 93 Y 09 -- GASfONIA-CATAWBACK. WWII' PERM CIIR LIM:90% — N('00201'12 Begin:4/I/93 Pnrlucncy: Q PTV A MAR JUN SEP DEC NonComp:SINGI.1/ 990 F All(a) PF: 9.0 County:GAS TON Region: MR() Subbasin: C1U37 92 — Order Special 93 FAIL(s) FAIL(s) FAIL 7Q10:1.50 IWC(%):90.29 B0 --- N GASTONIA-CROWDERS (•xlil/K PURM CIIR LIM: 61% 90 — — .— NC0074268 Begin:03/09/R9 !'tall eriet Q P/F A MAR JUN SUPSUPDEC NonComp: 91 County: GASTON Re`it's: MRO Sublwsin: CTBT/ PSpecial 7Q 6.0 7Q10: 6.0 IWC(%): 60.71t Order: GASTONIA-LONG CRK WWIP PERM Cllk LIM: RO% NC0020184 Begin:02/01/93 Frequency: Q P/F MAR JUN SEP DEC NonComp:SWGLE County: GASTON Region: MR() Subbasin: C-1-B36 PP: 8.00 Special 7Q10: 3.0 IWC(%): 80.0 Order: PASS — FAIL FAIL bt,F FAIL,bt -- 92 — — '- 93 FAIL(s) FAIL(*) PASS FAIL FAIL FAIL FAIL(a) -- INVALID,PAS — FAIL FAIL FAIL PASS FAR. 0 2 consecutive failures = significant noncomplianceY Pre 1989 Data Available AJu+inisluuive I x•llrr - Target 14rqucncy _ Monitoring firqurucy: Q (Annrlly; M- Monthly; IIM- Bimonthly; SA- s Ily, A Antrim Y� Receiving stream low flow criterion (cfs) A = quarterly monitoring increases to monthly upon single failure Months that testing must occur - ex. JAN,APR,JUL,OCT NonComp = Current Conrhw)ce Requirement P/F = Pass/Fail chronic test AC = Acute CIIR = Chronic = eriodam waste . my Mvsidon 8 8; - Cerialonhnia so.: my - Beginning of - Chronic value: P -Mortality of stated Inactive, age at highest concentration: al -Performed by DEM Ao Tox Grouo: bt - a test fired; NR - Nra reported; ( ) - of Quarter Facility Activity Status: 1 - Inactive, N - Newly Issued Zoo construct); H - Active but not discher in ?-More data available for month in question SIG = ORC signature nee ded 89 — 93 PENDING(s) PASS bt FAIL(s) FAIL FAIL FAIL FAIL PASS PASS FAIL(s) PASS FAIL FAIL FAIL FAIL NI FAIL FAIL(s) FAIL 3-bt's PAss,F FAR. PASS(8) FAIL FAIL PASS,PI PASS,P FAIL FAIL 141 PASS(s) LATE ... PASS(s) FAIL(s) PASS FAIL(s) FAIL(s) AR FAIL(s) FAIL FAIL bl, FAIL PASS(s) FAIL(s) 1.FGEND: PERM = Ibnuit Requirement I.1/I _ Begin = First month required 7Q10 = PF= Permitted flow (MGD) IWC% Data Notation: f - Fathead Minnow: • Reporting Notation: --- = Data not ergo A II 111111 ' OWI)- Only wired rl{acladrging: I)' Diarnddlbnr.J monitoring IMld,iredlrl,,i 15• (.n'I a't{Ilg Illdf pelldfllt DIVISION OF ENVIRONMENTAL MANAGEMENT June 2, 1994 Memorandum To: Ruth Swanek D. Rex Gleason Kim H. Colson kM City of Gastonia Crowders Creek WWTP SOC # 93-016 NPDES Permit No. NC0074268 Gaston County, NC From: Prepared By: Subject: E cE1v ;r WATER QUALITY SECTION JUN 06 199A OPERATIONS WO .! This Office request that the Instream Assessment Unit conduct an instream assessmnt limorsr the ersubject,facility's request for interim effluentyan de, Cadmium, Chromium, and Lead (request enclosed) he facility has also requested that aa dailymonthmaximum limits for these parameters be changed e. limits for This Office does not orcLeadnd any Sincenthelfacility has Nickel, Cyanide, Chromium only reported 1 violation for Nickel, 1 violation for Lead, and no violations for Chromium einethe hedpast year,ande inno terim limitations do not appear renewed NPDES Permit. longer limited in the recently This Office would most likely recommend a maximum interim limit for cadmium of 12 ug/1 (daily maximum). Please evaluate the facility's proposed interim limits and this Office's suggested interim limits with regard to potential instream affects. Also iadviSeson other s possible alternatives/to monthly average eklyions average / d ii1y maximum limits. If you have any ques concerning this matter, please advise. Attachme t cc: eff Bouchelle, Facility Assessment Unit COMPLIANCE SUMMARY: CROWDERS CREEK DRAINAGE BASIN Permit # Facility Tox Failures Violations of Other #fails/#tests Limits (since '93) INDUSTRIAL: NC0005231 Homelite 001 pipe 002 pipe 8 fecal, 3 ammonia , 1 TSS 90 - pass 1 / 4 91-5/8 passes 92-1/7 2/7 93-3/7 1/4 94- 1/4 2/4 NC0005011 CBP Resources No tox requirement no violations NC0004260 CR Industries 90 - 1 / 3 no violations 91-94 all passes NC0063835 AB Carter 90 - 5 / 5 1 Flow 91-11/11 92-12/13 93-'5/8 94,- 8 / 8 POTW'S: NC0020826 Bessemer City 90 - 3/7 91-1/8 1 BODS & 1 NH3 in93-94 NC0024490 Edgewood Rd. - Bessemer City No tox requirement 3 BODS, 2NH3 MHP's/SUBDIV's: NC0060755 CWS - Saddlewood No tox requirement no violations NC0074799 Pines. MHP No tox requirement 1 BOD5, 2 NH3 NC0069175 Ridge Comm Sewer No tox requirement no violations NC0062278 Ramsey MHP No tox requirement no violations NC0075116 Sante MHP No tox requirement no violations GASTONIA: NC0074268 Gastonia - Crowders 90-91 Not Required 1 fecal 92-3/4 93-6/8 94-5/9 COMPLIANCE NOTE: Notices of Violation issued following a Compliance Evaluation Inspection are not included in the above summary. Message for Steve Bevington From: Ruth Swanek on Wed, Feb 23, 1994 7:27 AM Subject: FW: Crowders Creek Special Condition To: Jackie Nowell; Steve Bevington FYI. From: Coleen Sullins on Wed, Feb 23, 1994 12:11 AM Subject: Crowders Creek Special Condition To: Don Safrit; Steve Tedder Cc: Carla Sanderson; Dave Goodrich; Ruth Swanek In order to facilitate the connection of facilities to the Crowders Creek Gastonia regional wwtp, I propose that the following language be included in the permits issued in the Crowders Creek area: "Water quality evaluations of Lake Wylie have documented that the Lake is threatened by euthropic conditions, particularly in the embayments and tributary arms (see Report No. 92-04, Water Quality Investigation of Lake Wylie). Discharges tributary to the Crowders Creek drainage basin are targeted for removal by connection to the Crowders Creek regional wastewater treatment plant. All domestic and industrial process waste discharges shall be eliminated through connection to the Crowders Creek wastewater treatment plant or through use of other feasible nondischarge alternatives by September 30, 1995." This language is fairly generic and can be modified for specific facilities if appropriate. For example, I would propose to add additional language to the Carolina Water Service, Saddlewood Subdivision permit: "Additionally, the Saddlewood Subdivision wastewater treatment plant discharges into an unnamed tributary to Crowders Creek, a stream with no flow under low flow conditions. Removal of discharges from low flow streams are recommended if a more environmentally sound alternative is available at an economically reasonable cost (in accordance with 15A NCAC 2B .0206). The January 1993 alternatives analysis concluded that connection to the regional wastewater treatment facility was the least costly alternative. Therefore, the Saddlewood Subdivision wastewater treatment plant discharge shall be eliminated through connection to the Gastonia Crowders Creek facility by September 30, 1995." Other facilities may warrant additional language in the special condition to address their specifics. However, I think that the generic language above should suffice in most cases. It seems reasonable to me that we should provide the discharges with a schedule to connect to the sewer system. Each of these dischargers is going to have to budget to pay all the fees that Gastonia is going to assess for them connect. Additionally, Gastonia is requiring some fairly stringent toxicity evaluations be completed prior to connection. What we are proposing is approximately an additional 18 months and then in coordination with the basinwide plans, these would be eliminated. We would like to get these permits out to notice ASAP and get the issue resolved. Please provide your comments on the proposed language. Thanks. Coleen