Loading...
HomeMy WebLinkAboutNC0056561_Permit Issuance_19961118State of North Carolina r Department of Environment, Health and Natural Resources ' ` 3 ©e ?, Division of Water Quality James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary p E H N R A. Preston Howard, Jr., P.E., Director November 18, 1996 Mr. Albert B. Matthews, Town Manager P.O. Box 339 Maggie Valley, North Carolina 28751 Dear Mr. Matthews: Subject: NPDES Permit Issuance Permit No. NCO056561 Maggie Valley WWTP Haywood County In accordance with the application for discharge permit received on May 30. 1996, the Division is forwarding herewith the subject state - NPDES permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S. Environmental Protection Agency dated December 6, 1983. If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following redeipt of this letter. 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 27447, Raleigh, North Carolina 27611-7447. Unless such a demand is made, this permit shall be final and binding. Please take notice that this permit is not transferable. Part II, EA. addresses the requirements to be followed in case of change in ownership or control of this discharge. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area Management Act, or any other Federal or Local governmental permits may be required. If you have any questions or need additional information, please contact Mr. Mark McIntire, telephone number (919) 733-5083, extension 553. Sincerely, Original Signed BY David A. Goodrich A. Preston Howard, Jr., P.E. cc: Central Files Mr. Roosevelt Childress, EPA Asheville Regional Office, Water Quality Permits and Engineering Un' Facility Assessment Unit Aquatic Survey and Toxicology Unit P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-0719 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper Permit No. NCO056561 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES DIVISION OF WATER QUALITY PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Town of Maggie Valley is hereby authorized to discharge wastewater from a facility located at Town of Maggie Valley Wastewater Treatment Plant off of US Highway 276 northeast of Maggie Valley Haywood County to receiving waters designated as Jonathan Creek in the French Broad River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, I1, lI1 and IV hereof. This permit shall become effective January 1, 1997 This permit and authorization to discharge shall expire at midnight on November 30, 2001 Signed this day November 18, 1996 Original Signed By David A. Goodrich A. Preston Howard, Jr., P.E., Director Division of Water Quality By Authority of the Environmental Management Commission Permit No. NCO056561 SUPPLEMENT TO PERMIT COVER SHEET Town of Maggie Valley is hereby authorized to: 1. Continue to operate the existing 1.0 MGD Aer-O-Mod system consisting of a bar screen, flow meter, effluent disinfection via gas chlorination and sulfur dioxide dechlorination, located at Town of Maggie Valley WWTP, off of US Highway 276, northeast of Maggie Valley, Haywood County (See Part III of this Permit), and 2. Discharge from said treatment works at the location specified on the attached map into Jonathans Creek which is classified Class C-Trout waters in the French Broad River Basin. `� r -✓ /f- Gag) y ' : �'' ` � erg HT 37, tn ,Cove -eM N �d4 Greek2615 k Holiness _ _ r r _ : Oa i:eCh. 4L Suttontov►n ; _ _ -- eti� y 44 - j--Howell Gem � , l ^ I^- O \ n SA .714 .. t-ligh Tc p s _ V- - -'�— ,. ROAD CLASSIFICATION PRIMARY HIGHWAY LIGHT -DUTY ROAD. HARD OR HARD SURFACE IMPROVED SURFACE SECONDARY HIGHWAY HARD SURFACE C=31N1C= UNIMPROVED ROAD Latitude 35°35'56" Longitude 83000'23" Map # E6SE Sub -basin 04-03-05 Stream Class C-Trout Discharge Class 100 7( Domestic Receiving Stream Jonathan Creek Design Q 1.0 \9GD Permit expires 11! 30/ SCALE . 000 000 CONTOUR INTERVAL 40 FEET QUAD LOCATION Town of Maggie Valley NCO056561 % Haywood County WWTP A. O. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NCO056561 During the period beginning on the effective date of the permit and lasting until May 31, 1997, the Permittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the pertnittee as specified below: Efi_I_uent _Characteristics Flow BOD, 5 day, 20°C" Total Suspended Residue" NH3 as N Fecal Coliform (geometric mean) Total Residual Chlorine Temperature Total Nitrogen (NO2 + NO3 + TKN) Total Phosphorus Chronic Toxicity — Discharge Limitations Monthly Avg. Weekly Avg. 1 .0 MGD 30.0 mg/I 45.0 mg/l 30.0 mg/I 45.0 mg/I 200.0 /100 ml 400.0 /100 ml '� Sample locations: E - Effluent, I - Influent Monitoring Requirements Measurement Sample 'Sample Daily Max Frequency Tyne Location Continuous Recording I or E 3/Week Composite E, I 3/Week Composite E, I 3/Week Composite E 3/Week Grab E 28.0 ug/1 2/Week Grab E 3/Week Grab E Quarterly Composite E Quarterly Composite E Quarterly Composite E ** The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15 % of the respective influent value (85 % removal). *** Chronic Toxicity (Ceriodaphnia) P/F at 6%; January, April, July and October; See Part III, Condition E. Tile pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 3/week at the effluent by grab sample. There shall be no discharge of floating solids or visible foam in other than trace amounts. tiC0056501 E. Chronic Toxicity Limit (Ceriodaphnia, Quarterly Pass/Fail) 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 6% (defined as treatment two in the North Carolina procedure document). The permit holder shall perform quarterly 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 January, April, July and October. 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, DWQ Form AT-1 (original) is to be sent to the following address: Attention: Environmental Sciences Branch North Carolina Division of Water Quality 4401 Reedy Creek Rd. Raleigh, N.C. 27606 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 Water Quality indicate potential impacts to the receiving stream, this permit may be reopened 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. DIVISION OF WATER QUALITY October 16, 1996 MEMORANDUM TO: Dave Goodrich THROUGH: Matt Matthews -ice FROM: Kristie Robeson AZ - SUBJECT: Draft Pernut Corrections: Allied Signal Fibers NPDES Permit No. NC0001899/002 Chatham County Town of Maggie Valley NPDES Permit No. NC0056561 Haywood County �' < Our office received the draft permits for the subject facilities on October 7, 1996. Our review found errors on the condition pages for the subject draft permits. Part III, Condition F, in the draft permit for Allied Signal Fibers shows that five toxicity tests shall�'� be performed on the discharge from outfall 002. After performing those five tests, a toxicity test will be performed annually. Our records show this facility has conducted '""'` I.A, seven toxicity tests all with LC50 values > 100%. Therefore, our office recommends changing Part III, Condition F to require annual toxicity testing. In addition, Part III, Condition E, in Maggie Valley's d1yaftpgr4lit states that "the effluent discharge shall at no time exhibit chronic toxicity in y two co secutive toxicity tests..." This language does not reflect the new permitting , effective October 1991, which eliminates all references to two consecutive toxicity tests. This condition page - also contains an incorrect address for the Environmental Sciences Branch. Please find attached, the appropriate condition page to be used for Maggie Valley's permit. We appreciate your assistance to undertake the necessary steps to correct the existing draft permits and incorporate the recommendations cited above. Please feel free to contact me at 2136 if you have any questions. cc: Larry Ausley Comments and Summary NC Division of Water Quality Permits and Engineering Unit September 5, 1996 Facility: Ma-gie Valley Wastewater Treatment Plant Permit Number: NCO056561 County: Haywood Flow: 1.0 MGD Receiving Stream: Jonathans Creek Stream Class: C-Trout S7Q10 (cfs): 23 W7Q10 (efs): 27 IWC (%): 6 Subbasin: 040305 Quad: E6SE BACKGROUND: This application was received by the Division on May 29, 1996. The wasteload allocation request was submitted on May 30 with the wasteload returned on September 3. From a compliance standpoint, this facility has been operating well, with only a occasional violations of their fecal limit. The wasteload allocation recommended renewal with existing limits. GENERAL COMMENTS: The current permit has a TRC limit of 31.7 µg/L. As the Division does not limit TRC above 28 µg/L, the limit will be lowered to 28 µg/L with this renewal. The Asheville Regional Office, after reviewing the wasteload, recommended that monitoring for weekly constituents be increased to 3/week for the first six months. This request was made so as to evaluate wether or not proposed operational improvements have been implemented. Effluent monitoring frequencies have been changed in accordance with the 2B .0500 regulations for a class II facility discharging domestic wastewater. Otherwise, the permit has been drafted in accordance ID with the wasteload file. Prepared by: Aj�---- 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 LP % (defined as treatment two in the North Carolina procedure document). The permit holder shall perform quarterly monitoring using this procedure to establish compliance with the permit condition. The first test will be performed after hirty days fro the effective date of this permit ditring the months of c - <', f . Effluent sampling for this testing shall be performed at the NPDES permitted rnal 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 Water Quality 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 Water Quality 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.. QCL PlF Version 9191 111 L1_du TV AJ Ili LVAL ALLV<.A 11V1V PERMIT NO.: NCO056561 PERMITTEE NAME: Town of Maggie Valley FACILITY NAME: Town of Maggie Valley WWTP Facility Status: Existing Permit Status: Renewal Major Minor Pipe No.: 001 Design Capacity: 1 N1GD Domestic (% of Flow): Industrial (% of Flow): 100 % 0% Comments: Straight renewal: no modification requests at this time. RECEIVING STREAM:7onathans Creek Class: C-Trout Sub -Basin: 04-03-05 Reference USGS Quad: E 6 SE (please attach) County: Haywood Regional Office: Asheville Regional Office Previous Exp. Date: 11/30/96 Treatment Plant Class: Class II Classification changes within three miles: none Requested by: Mark McIntire Prepared by: X'C' ' Reviewed b Date: 5/30/96 Date: Date:. Modeler Date Rec. # Drainage Area (nut ) ,�•� Avg. Streamflow (cfs): a 7Q10 (cfs) ;3 Winter 7Q10 (cfs) )-1 30Q2 (cfs) 3 Toxicity Limits: IWC % AcutdZjronic Instream Monitoring: Parameters Upstream Location Downstream Location Effluent Characteristics Summer Winter BOD5 (m ) 30 NH3-N (mg/1) J W D.O. (mom) fie, TSS (mg/l) 30 F. Col. (/100 nil) ;Lo PH (SU) e - �Es , Ct lam,, 31.1 �u /� 5a ,AL& 154oe � Comments: f�i7 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 Maggie ValleyWWTP NCO056561 Domestic - 100% Existing Renewal Jonathans Creek C-Trout 040305 Haywood Asheville McIntire 5/31/96 E6SE Request # 8493 Stream Characteristic: USGS # Date: Drainage Area (mi2): 55.8 Summer 7Q10 (cfs): 23 Winter 7Q10 (cfs): 27 Average Flow (cfs): 110 30Q2 (cfs): 38 IWC (%): 6 Wasteload Allocation Summary C7 (approach taken, correspondence with region, EPA, etc.) •� Facility requesting renewal of existing permit w/ secondary limits. In compliance with most limits with some occasional violations for fecal coliform. Recommend renewal of existing limits-1'6� d Special Sch ule Requirements and additional comments from Re 'ew rs: r l� Jet. , io Yw `` `` J` 'J L Recommended by: �j, a�L Date: 7/29/96_ Reviewed by (/ V Instream Assessment: Date: 1 '/ Regi rvisor: Date: Permits & Engineering: Date: .� RETURN TO TECHNICAL SERVICES BY: v v co Existing Limits: Wasteflow (MGD): BOD5 (mg/1): NH3N (mg/1): DO (mg/1): TSS (mg/1): Fecal Col. (/100 ml): pH (SU): Residual Chlorine (4g/1) TP (mg/1): TN (mg/1): Recommended Limits: Wasteflow (MGD): BODS (mg/1): NH3N (mg/1): DO (mg/1): TSS (mg/1): Fecal Col. (/100 ml): pH (SU): Residual Chlorine (µg/1): TP (mg/1): TN (mg/1): CONVENTIONAL PARAMETERS Monthly Average Summer Winter 1.0 30 monitor nr 30 200 6-9 31.7 Qrtrly monitoring Qrtrly monitoring Monthly Average Summer Winter WQ or EL 1.0 30 monitor nr 30 200 Qrtrly monitoring Qrtrly monitoring Limits Changes Due To: 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 New facility information �12� Parameter(s) Affected 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. X' _X_ No parameters are water quality limited, but this discharge may affect future allocations. TOXICITY TEST REQUIREMENTS Type of Toxicity Test Chronic Ceriodaphnia Pass/Fail. Qrtrly Existing Limit 6.0% Recommended Limit 6.0% Monitoring Schedule JAN APR JUL OCT 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? 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 Maggie Valley Permit # _NC0056561—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 _6_% (defined as treatment two in the North Carolina procedure document). The permit holder shall perform quarterly 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 JAN APR JUL OCT .. 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 _23 cfs Permitted Flow 1.0 MGD IWC _ 6 % Basin & Sub -basin _ FRB05 Receiving Stream -ABERNETHY CR_ County _ HAYWOOD jo 4'7' /i ew_4 Recommended by: 7/29/96 QCL P/F Version 9191 State of North Carolina Department of Environment, Health and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Jonathan B. Howes, -Secretary A. Preston Howard, Jr., P.E., Director Asheville Regional office Am X_? aFA DEHNR WATER QUALITY SECTION August 27, 1996 MEMORANDUM TO: Mark McIntire THROUGH: Forrest Westa FROM: Keith Haynes SUBJECT: Permit Renewal Effluent Monitoring Maggie Valley WWTP NPDES Permit No. NCO056561 Haywood County Due to various operation and maintenance problems noted at the subject facility during recent inspections, we are requesting that the effluent monitoring requirements for the facility be increased to -three times per week on the renewed permit for a period of six months. It is our opinion that six months of additional monitoring at three times per week should be sufficient for us to determine if proposed operational improvements at the facility have been implemented. If you have any questions concerning this request or if you need.additional information, please advise. Na77 0 Interchange Building, 59 Woodfin Place ��y� FAX 704-251-6452 Asheville, North Carolina 28801 �� An Equal Opportunity/Affirmative Action Employer NVoice 704-251-6208 50% recycles/10% post -consumer paper MAGGIE VALLEY WWTP JMN JONATHANS CREEK 7/29/96 040305 FACILITY REQUESTING RENEWAL OF EXISTING NPDES PERMIT W/ NO MODIFICATIONS. EXISTING 1 MGD PLANT W/ 30/30 LIMITS AND CHRONIC TOXICITY TEST @ 6%. COMPLIANCE DATA INDICATES SOME -PROBLEMS MEETING FECAL LIMITS HOWEVER OTHER LIMITS ARE MET CONSISTENTLY. REQUESTED EXPANSION TO 1 MGD IN 1989. PER STAFF REPORT FACILITY HAS EXPANDED BEYOND, 0.250 -MGD TO 0.750 MGD. NH3 TOX ALLOWABLE IS 12 MG/L (SUMMER) AND 29 (WINTER). BECAUSE RATED A MAJOR FACILITY HAVE ATOX TEST INSTEAD OF LIMITS. AVG. NH3 DISCHARGES IS 6.5 MG/L NOTCLOSE TO EXCEEDING THE ALLOWABLE LIMIT. TOXICITY TEST: OVERALL HAVE GOOD TOX RECORD; FAILS RECORDED IN JAN. AND FEB. 1994, PASSED IN MARCH AND APRIL 1994; FAIL IN APR. 1996. AND PASSED IN MAY 199& RECOMMEND RENEWAL OF EXISTING LIMITS. WI I01.Ii L'fl•LULN'1" I UXICf1'Y TDSI-INU OISLI-F-MUNITORING SUMMARY] Thu. Jun 13, 1996 YPAR IAN f9D MAR APR MAY ION tUl. Al)O Slil' (x'1' NOV hf( FAI'll ITV RFUOIRFMFNT Louis Dreyfus Energy PI?RM: 2411k LCSO AC MON1T l;I'IS Irl'IID((1kAB) 92 - -" "' -- - - - - •- •- NC0021971/OD2 lk:gin:5/I05 Paaprency; SOWIVA NAP: 93 - - - - - - - ... ... Co Wny:khV'kleaburg Region: MRO Sdubasim;M34 94 - - '» --• - - - - - 1 $ cial 95 - - - - -- >100.>100t 81.07 7Q.10, o o IWC(%):1 W Oakr: 96 - 87.48 - - Laois Dreyfus Energy Corp. PERM: 241lk AC MONIT EPIS I•TIID (GRAD) 92 - - -" -" >9a NC'0026247/001 Oegis:8/I92 Frequency: 5OWIYA Noccomp: 93 >1001,>1001 - - - •- >/001•>1001t >1001.>1001 - - - Cuumy:ciuitfarJ Rcgion;WSRO Subbasiu:C1,1`08 94 >1001 - - - - - -•- - - PF: Special 95 - - >1001 - - - - - 7QI0: NA IWCI%I: NA Order. N - >100 - -- Louis Dreyfus Energy Corp. Penn: 24 Its LC50 ac monit spas Olu1(grab) 92 - - - Passl __ - _. ._ -» NCW21971/001 Begin:5/I05 hegueney: A Noacomp: 93 - - - --- >100! »• >1001,>1001 >1001 >1001.>1001 __ ... __. Couaty:Motitkwburg keg";MRO Ssbbosio:C1D34 ,t 94 - - stool ._ -- PF: VAR Special 95 - >1001 -- -- -- >100 -• -- _- 7QIO: 0.00 IWC(U 100.00 OnW: 08 - 79.93 - -- Louishurg \3'1V7'P Penn chi line: 13% 92 Pass - -- Fail Pass - Pass -- --• Pass Fail ••• •^ Pass NCO020231/001 Degia:4/1/95 Fmgwwy: Q P/F a Mar Jun Sep Dec NonComp:Smgle 93 Pass - - Pass - - Pass - - Pass Pass Conuty: Frasmiw Region: kRO Subbeaia: TARO 94 Pass - - NRIPasa - - Pass - Late - Pass PF:1.37 Special 05 - - Pass -- --- Pass --- - Pass 7QItr 14.0 IWCJ9;-): 13 Osdcr. 98 - - Pass - Lave Oil CwuP. PIskM CIIR 1_IM: 90%(GRAB) 92 Pass -- ••• Pass ••- - Fail Pass - Pass - •- NC007049IMI Begiu:3/103 Umqueucy: Q PfF A Jan Apr Jul (At NouComp:SINGIJ? 93 Fad Pass -- Fad Pass - Pasa -- - Pass County: Rockingham Region: WSRO Subhasin: ROAO3 94 Pass - - Pass -- - Pass - - Pass Pass - - -- -- Pl':.0173 Special 05 Pass - - Pass - - Pau •-• - 7Q10: 00 1WC(%LIOO.0 Oolu: 96 Pass - -- Pass I.awCII WWTP I'I'.RM 4811k AC I.IM: 74%(DAI'll OR [TRIG) 02 --- 16 --- -- <5 - -- NR - -"" >90 •- 7 23.78 14C0023961=1 Bcgin:9/I193 Fmryen:y: Q A Feb May Aug Nov N acongvSINGI N 93 - FA - -- >100 -- - NRAU 34.15' •- 22.43' 32' >100' Couay: Quinn Region: MRO Subbasin: C11135 04 <5.6' >90.0' 20.6' 17.92' 100' - - 10.51' Special 95 - >100' -- >100' .8' >100 -- >100 -- >100 PI::0.60 7QI0:124.0 IWC(%):0.74 ().kr 96 -- >100 Lumhrrluu W%VTP PERM CIIR I.IM: 11%; UPON EXP Cilk LIM 21% V 92 - Pass -- -- Pass - - Pass - - Pass - NCW24571/001 Ikgia:9/1/94 r c loci cy: Q PA- A Feb May Aug Nov N-Cump:SINGU? 93 - Pass - Pass -- - - Pass •- _ - Pass •- Cuumy:Rolwaoa Regius FRO Subbasia:LUM51 94 - Pass - - Pass - - Pass - -- Pass - PF: 10.W special 95 - Pass -- -• Pass - -- Pass -- Pasa 7QIO: 120 IWC(%):II O kr: 06 - Pass •- --- M.I. Ittilia lta-Cla(rmuul W%VTP PERM 2411R AC I'/1' LIM: W%FI'lID 92 - - - •-- - - -' "- -" --' -• •» NC0OS8599NOI Degin:4/29/94 1'myuency: Q A Mar Jun Sep Ilex: NonComp:SINGLE 93 - - - '" -' '"' Pass -'• NR •- NRIPassl NJUPassl - NR/Passl - - Posal passl Cosuty:Bnuaawick Region: WIRO SubbasiaXPI'l7 94 - 95 Passl - Pagel - , Pass! - Pass) - PAW Pass Pass Pass Pass •-• Pass PF:.10 special , 7QIO:71DA1. IWC(%LNA 014er. 96 - - Pass - hlacclesfield W1VTP PERM CUR LIM: 90% 92 Pass - - Pass -- -•• Pass •- -- Pass - - ' N00050661/001 llegin:3/I05 rtsxpcacy: Q 1111I A Jan Apr Jul Oct Noncomp:SINGI.E 03 Fad Fail Fall Pass j - - Fail Pass - Pass - - Conay:lilgecuaulbs Region:RRO Sabbatia:TAR03 94 Pass - - Pass - - Pass - - Pass - PF: 0.175 Special 95 Pass - -- Pass -- - Pass •- -• Pass - 7Q10: 00 IWC(%L I00.0 Ordri: 96 Pass -• -• Pass Agile Valley WWTP PERM CIIR LIM: 6% WIIIiN >.25MC71) 92 --- -- •- •-- ••• --• ... -- ••- Pass Passl •-- - •- - NC'(105656I/O01 Begio:2/102 ryngnueocy: Q P/N a 1u Apr Jul Oct NonCmup; tp Pau - -- Pau - --- Pass -- -- OW43;J{aywood Region:ARO SuWnaate;F7kBOS 94 NFLFs/ Fag Pass Pa" - - Pass - - Late Pau - PF:I.O Special 95 Pass - - Pass -- •- Pass -- - Pass 7W& 23.0 IWC(%):6.3 Oder: N Pass - - Fed, Pass Maiden WWTP Penn chat lim:I1% 92 Pass - •-• Pass ••• -- N3 Pass -- Pass ••• - NCW39594I001 13egin:9/105 rnclteney: Q PA' A Jan Apr Jul Oct NonComp:Single 93 Pass - --- NR/Pass ••• -- Pass - --- Pass ••- Pass Counly:Catawha Region:MRO Subhasin:Cf11335 94 Pass -- -- Puss -- - Pass - --- Late - PI':1.00 special 95 Paas - -• Fad Pass - Pass Pass •- 7QI0: 12.00 IWC(S6):II onda: 06 Pass - --- Pass 0 2 commutive failum = significant noncompliance V Pre 1992 Daa Available L W4ND: 14111M = Pernrir Reipirement 1-rr1' = Administrative l,cmer - Twget Frequency = Monitoring frapuency: Q- Quanedy; M- Monthly; BM- Bimonthly; SA- SemisanuAly; A- Annually; OW D- (ItJy when Jiu'larging; D- Disconlimned monitoring Wilm a:us; IS. Couducling intlepeaxbu siuJy D.:tin =1•iru nuauJu rc<auircJ 7Q 10 =Receiving cucaun low Bow criterion (cfs) A = r nark ly monitoring mcreases a mauhly upon single failure Montlu kal scning must occur - ex. IAN,A1'k,J(II.,OCr NonComp = Cusnent Complinu:e R.'Jui na'nt INr =14rnuiueJ Bow (M(iD) IWC%= Instream waste conxuuration PAr-;ras/Fatl chronic test AC = Acne CIIR = Chmoic Itaa Notation: f - Fahc:d Mimuow: • - CCrioJaplmia so.: my - Mvsid shrimp: ChV - Chronic value; 11- Monahav of ameJ perceaaac at hialeal concentration; at - 11crGsnrwf by DEM Tux lied Group: bi - Bad test Ftapatmg Nwaion: - Ikea - = ea notretpuircd; NR - Not reponed; ( ) - Beginning of Quaver Facility Activity Status: I - Inactive, N - Newly Issued(fo to "mcl); 11 - Active but wA discharging; t-More dwa available for month in question I = ORl' signnaturo naeJcJ SOC PRIORITY PROJECT: IF YES, SOC NUMBER TO: PERMITS AND ENGINEERING UNIT WATER QUALITY SECTION ATTENTION: Mark McIntire DATE: June 25, 1996 NPDES STAFF REPORT AND RECOMMENDATION COUNTY Haywood PERMIT NUMBER NCO056561 PART I - GENERAL INFORMATION Yes No XX 1. Facility and Address: Town of Maggie Valley WWTP Mailing: Post Office Box 339 Maggie Valley, NC 28721 2. Date of Investigation: October 26, 1995 3. Report Prepared By: D. Keith Haynes IF 4. Persons Contacted and Telephone Number: Al Matthews 926-0866 5. Directions to Site: THe site is accessed via a private road off of US Hwy 276, located approximately 0.3 miles south of its intersection with I-40. THe facility is on the east side of Jonathan Creek. 6. Discharge Point(s), List for all discharge points: Latitude: 350 35' 56" Longitude: 830 00' 23" Attach a USGS map extract and indicate treatment facility site and discharge point on map. U.S.G.S. Quad No. E6SE U.S.G.S. Quad Name Dellwood, NC 7. Site size and expansion area consistent with application? X Yes No If No, explain: 8. Topography (relationship to flood plain included): Relatively level, not in flood plain. Page 1 9. Location of nearest dwelling: >1000 feet 10. Receiving stream or affected surface waters: Jonathan Creek a. Classification: "C-Trout" b. River Basin and Subbasin No.: 040305 C. Describe receiving stream features and pertinent downstream uses: Agriculture and wildlife. PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. a. Volume of wastewater to be permitted (Ultimate Design Capacity) 1.0 MGD b. What is the current permitted capacity of the Wastewater Treatment facility? 1.0 MGD C. Actual treatment capacity of the current facility (current design capacity 0.750 MGD d. Date(s) and construction activities allowed by previous Authorizations to Construct issued in the previous two years: NA e. Please provide a description of existing or substantially constructed wastewater treatment facilities: Existing facility is an Aer-O-Mod system with bar screen, flow meter, effluent disinfection (gas chlorination), and sulphur dioxide dechlorination. f. Please provide a description of proposed wastewater treatment facilities: NA g. Possible toxic impacts to surface waters: None h. Pretreatment Program (POTWs only): NA in development approved should be required not needed 2. Residuals handling and utilization/disposal scheme: a. If residuals are being land applied, please specify DEM Permit Number WQ0010615 Residuals Contractor NA Telephone Number b. Residuals stabilization: PSRP PFRP X OTHER C. Landfill: NA d. Other disposal/utilization scheme (Specify): Page 2 0 3. Treatment plant classification (attach completed rating sheet): III 4. SIC, -Codes (s) : . 4952 Primary Secondary Main Treatment Unit Code: PART III - OTHER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grant Funds or are any public monies involved. (municipals only)? NA 2. Special monitoring or limitations (including toxicity) requests: y NA 3. Important SOC, JOC, or Compliance Schedule dates: (Please indicate) NA Date Submission of Plans and Specifications , Begin Construction Complete Construction 4. Alternative Analysis Evaluation: Has the facility evaluated all of the non -discharge options available. Please provide regional perspective for each option evaluated. NA Spray Irrigation: Connection to Regional Sewer System: Subsurface: Other disposal options: 5. Other Special Items: NA Page 3 PART IV - EVALUATION AND RECOMMENDATIONS It is recommended that the Permit go to public notice and barring any substantive adverse comments, be issued as.proposed. Signature of R port Preparer Water Quality Regional Supervisor Date