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Home My WebLink AboutNC0025534_Wasteload Allocation_19950627NPDES DOCUMENT !;CANNING COVER SHEET NPDES Permit: NC0025534 Hendersonville WWTP Document Type: Permit Issuance ,,.. ,Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Correspondence Speculative Limits Instream Assessment (67b) Environmental Assessment (EA) Permit History Document Date: June 27, 1995 This document is printed on reuse paper - ignore any content on the reizerse side o'"CWcAS NPDES WASTE LOAD ALLOCATION PERMIT NO.: NC0025534 PERMI T" 1EE NAME: City of Hendersonville FACILITY NAME: Hendersonville Wastewater Treatment Plant Facility Status: Existing Permit Status: Renewal with Modification Major Minor Pipe No.: 001 Design Capacity: 6.0 MGD Domestic (% of Flow): 95 % Industrial (% of Flow): 5 % Comments: Need limits @ 7MGD for relocated outfall on French Broad. Dom/Ind flow based on actual average flow, not permitted limit. RECEIVING STREAM: Mud Creek Class: C Sub -Basin: 04-03-02 Reference USGS Quad: F 9 SW (please attach) County: Henderson Regional Office: Asheville Regional Office Previous Exp. Date: 9/30/95 Treatment Plant Class: IV Classification changes within three miles: no change Requested by: Prepared b Reviewe s by: �$J Dana Bolden A Date: 8/5/94 Date: �%/yam / Date (, 9.5" Modeler Date Rec. # 44V eI,z-h 19'7/(5) 2 ! c Drainage Area (mi ) 5.2.7 7Q10 (cfs) / 7 Avg. Streamflow (cfs): /G.S Winter 7Q10 (cfs) ' 30Q2 (cfs) `i/ Toxicity Limits: IWC 35 % AcuteChronjsj Instream Monitoring: Parameters -D°/ Upstream Y Downstream Y Location 0 ...CZ / 3 6 1 Location /'1 - Effluent Characteristics Summer Winter BOD5 (mg/1) / 0 2D NH3-N (mg/1) 2 D.O. (mg/1) TSS (mg/1) _;'0 30 F. Col. (/100 ml) Zoo Zoo pH (SU) 6 ,? 6 -J -.,-, (4,i(4 Cu lt) S. 8 Cwq) /,' i ulpl toe,,,..-7- 0-tr, ici e.7,7,/ j.,.;,/ ...,L ..-e“...,:,,,..--,. --/,r, � ✓. 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' . • \ • --_, -.47•••• UFS 11 •'"- -;., rst i2 A,, ..„ .., .. - 'I. 1. • •,..",'-••• - •••• • , r 7. ,L.::1: !i,, .1_ • s.----..r_Ir • \.: ss. - • - • C • , /.• MENTPLANT'_ • .•••: . • cc LL 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 HENDERSONVILLE WWTP NC0025534 95% Domestic / 5% Industrial Existing Renewal w/ Modification(e vas i o v`---) Mud Creek C 040302 Henderson ARO B olden 8/12/94 F9SW Stream Characteristic: USGS # Date: Drainage Area (mi2): Summer 7Q10 (cfs): Winter 7Q10 (cfs): Average Flow (cfs): 30Q2 (cfs): IWC (%): Request # 7971(8) 52.7 17 25 105 41 ;2/`3•6 Wasteload Allocation Summary (approach taken, correspondence with region, EPA, etc.) Facility is requesting expansion flow of 6 MGD at current location on Mud Creek. Also requesting expansion flow of 7 MGD at relocation of outfall into the French Broad River below the confluence of Mud Creek. Because of concern about overallocation of assimilative capacity on Mud Creek, a QUAL2E model was run on Mud and Clear Creeks. All new and expanding discharges should implement treatment consistent with that required for Hendersonville, BOD5=10, NH3=2, DO=6. This strategy is to encourage regionalization.of wastewater treatment and reduce the proliferation of small package plants. Special Schedule Requirements and additional comments from Reviewers: /• ftgi1,rT&& tic-aucsr5 1)4)014.0-Ts?Ef'') 6UC, 7f)", I.3/ S hat- To 77?*F/ic cry NC .25,'. z. OK� 17-, bCG.e-rc -Ftt/ ,3 Recommended by: Reviewed by A,/ Instream Assessmeri:/V ✓ L/ - a/rd, 0.7 Regional Supervisor: Permits & Engineering: qnr6/i/eAL, Date: 5/9/95 Date: /a Date: S / Date: 65/ ! RETURN TO TECHNICAL SUPPORT BY: .J U N 1 3 1995 O �• Existing Limits: Wasteflow (MGD): BOD5 (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): Recommended Limits: Wasteflow (MGD): BOD5 (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): 2 CONVENTIONAL PARAMETERS Monthly Average Summer Winter 6.0 6.0 10 20 2 4 6 6 30 30 200 200 6-9 6-9 monitor monitor qrtrly qrtrly monitoring monitoring qrtrly qrtrly monitoring monitoring Monthly Average Summer Winter WQ or EL 6.0 6.0 10 20 2 4 6 30 200 6-9 6 30 200 6-9 28 28 qrtrly qrtrly monitoring monitoring qrtrly qrtrly monitoring monitoring Limits Changes Due To: Parameter(s) 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 Cl 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 4- Type of Toxicity Test: Existing Limit: Recommended Limit: Monitoring Schedule: Existing Limits Aluminum (ug/): Cadmium (ug/1): Chromium (ug/1): Copper (ug/1): Nickel (ug/1): Lead (ug/1): Zinc (ug/l): Cyanide (ug/1): Arsenic (ug/1): Fluoride (ug/1): Iron (ug/1): Mercury (ug/l): Silver (ug/1): Recommended Limits Aluminum (ug/): Cadmium (ug/l): Chromium (ug/1): Copper (ug/1): Zinc (ug/1): Cyanide (ug/1): Mercury (ug/1): Silver (ug/l): TOXICS/METALS Chronic Ceriodaphnia P/F 22% 35% FEB MAY AUG NOV Daily Max. 249 5.8 143 monitor 253 72 monitor 14 monitor monitor monitor 0.03 monitor WQ WQ WQ WQ WQ WQ WQ Daily Max. WQ or ELZ-4 rtr�;e-)-, p �� Poncuy5 uC eta, p 2Q .5iALL XiC .3o'i15 pitC ntdvnt,l k,i, A- i�lvAlu►x, nww'- 5.8 WQ (73o0u3') 41.p-i0+t4 & . ) a.,d EPA {w3 qrtrly monitor ref t.64 b t7.sh.�.► w cit,c:drn.�.'w - AiC.- monitor G monitor 14 0.03 qrtrly monitor v � � ovt.L -/u V ; roc i x- 4ck-t . e& r, v ► x.�. t �t 04AAf 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.) WQ WQ ufruk.7 infrt 1A:11'k-rt.1 dtr,, Parameter(s) Affected Ni, Pb, As, Fl, Fe _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: Mud Creek above outfall Downstream Location: Mud Creek @ NC 25 reran' r %t R u6,6 %s s4 r 3 6 s n w ; o 7ir 41C 26 Parameters: DO, Conductivity, Fecal Coliform, Temperature 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 47h1 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 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 Hendersonville WWTP Permit # NC0025534 _ 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 _35 % (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 _NOV FEB MAY AUG .. 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 17 cfs Permitted Flow 6 MGD IWC 35 Basin & Sub -basin FRB02 Receiving Stream MUD CREEK County HENDERSON QCL P/F Version 9/91 TOXICANT ANALYSIS Facility Name HENDERSONVILLE WWTP NPDES # NC0025534 '; Qw (MGD) 6 7Q 1Os (cfs) 17 IWC (%) 35.36i Rec'ving Stream Mud Creek • Stream Class C FINAL RESULTS E Cyanide Max. Pred Cw 371.2 ug/1 Allowable Cw 14.1; ug/l Max. Value 128 Chromium ; Max. Pred Cw 68.8 ug/1 Allowable Cw j44 4 ug/I Max. Value '13 Copper ' Max. Pred Cw 183.3; ug/l Allowable Cw 19.81 ug/l Max. Value 39; Iron ' Max. Pred Cw 1032 ug/I Allowable Cw 2828.0ug/I Max. Value 430 Lead ' Max. Pred Cw 50l ug/I Allowable Cw 70.7; ug/I Max. Value 50 Aluminum 1 Max. Pred Cw 799 ug/I Allowable Cw 246.0ug/1 Max. Value 4701 Mercury 1 Max. Pred Cw 14ug/1 Allowable Cw 0.0 ug/l Max. Value 4'; Zinc 1 Max. Pred Cw 158 ug/1 Allowable Cw 141.4••ug/1 Max. Value 791 Cadmium Max. Pred Cw 130.2; ug/I Allowable Cw 5.7l ug/I Max. Value 31 Arsenic ; Max. Pred Cw 6.25ug/1 Allowable Cw 141.4 i ug/l Max. Value 2.51 Fluoride Max. Pred Cw 50 ug/1 Allowable Cw 5090.31 ug/I /rAI r.f?.- Por f1(i yirfor 130L R/2114 MA, Lir►r� /fn1E&Ac11 ? / Yes Li* r RRI' i c 0!X, LKccr-f 41(va1,,c) (it Dfof' 5/1/95 PAGE 1 TOXICANT ANALYSIS Max. Value 501 Nickel i Max. Pred Cw 25 ug/I ,.._.__ Allowablew C Max. Value 248.9 •• ug/I 25 Silver Max. Pred Cw 5 Allowable Cw 0.2 Max. Value 25 UftIJ1,S Oct - tot' ,q vAlat S 60 c. eitz-VY fron 5/1/95 PAGE vtav • ( u-)(As NPDES WASTE LOAD ALLOCATION PERMIT NO.: NC0025534 PERMITTEE NAME: FACILITY NAME: Facility Status: Existing City of Hendersonville Permit Status: Major Pipe No.: 001 Hendersonville Wastewater Treatment Plant Renewal with Modification Minor Design Capacity:3.a@(MGD Domestic (% of Flow): 95 % Industrial (% of Flow): 5 % Comments: Need limits @ 7MGD for relocated outfall on French Broad. Dom/Ind flow based on actual average flow, not permitted limit, RECEIVING STREAM: Mud Creek Class: C Sub -Basin: 04-03-02 Reference USGS Quad: F 9 SW (please attach) County: Henderson Regional Office: Asheville Regional Office Previous Exp. Date: 9/30/95 Treatment Plant Class: IV Classification changes within three miles: no change Requested by: 1 Dana Bolden Date: 8/5/94 Prepared by: Date: Reviewed 1) / 35 Ala Date: 7 64 q Modeler Date Rec. # Drainage Area (mil ) sz,7 Avg. Streamflow (cfs): l 0S 7Q10 (cfs) /7 Winter 7Q10 (cfs) 30Q2 (cfs) Toxicity Limits: IWC % Acute,(Chronic) Instream Monitoring: Parameters Upstream Y Downstream Y Location^«� Location 6) SE i 3 6,f Effluent Characteristics Summer Winter BOD5 (mg/1) 30 NH3-N (mg/1) / D.O. (mg/1) ,„,,; TSS (mg/1) 30 F. Col. (/100 ml) ,2de pH (SU) & `i G¢dn,.✓.,, euj/e) C.u,d.. 644J/4) 9 (wT) .22. 3 (wq) MG✓Gvr` (u f V D. OS C W 9> y,..,,,,..r._ ir., 22av_t_,I. vs.4 _ -44-2.4:44......e, el-44,47 1 Comments: nO;t'ili CAR.YDIi\1A Di:P'.''. OF NATURAL ..!..'SOURCES A,dD COMMUNITY DEVELOPML7 T NATIONAL eULLUlAi''1 DISLHARGE ELIMINATION SYS1ENI APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER STANDARD FORM A — MUNICIPAL SECTION L APPLICANT AND FACILITY DESCRIPTION Unless otherwise specified on this 'form all Items are to be completed_ It an item Is not applicable Indicate 'NA.' ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER TO BOOKLET BEFORE FILLING OUT THESE ITEMS. 1. Legal Name of Applicant (see instructions) 2. Mailins Address of Applicant (see instructions) Numper & Street City State Zip Code 3. Applicant's Authorized Agent (see Instructions) Name and Tltie Number & Street City State Zia Code Telephone 4. Previous Application if a previous application fora per• •m11 under the National Pollutant Discharge Elimination System has been made, give the date of appllcetlon_ 101 1C2a an2b" Please Print or Type City of Hendersonville Post Office Box 1760 Hendersonville :3a2c. North Carolina i02d 1133a 1C3d 28739 Fred Niehoff Mayor Post Office Box 1760 Hendersonville North Carolina 28739 704 Area Cooe 697-3063 Number NSA — YR MO DAY 1 certify that I am familiar with the information contained in this application and that to the best of my knowledge and belief such information is true, complete, and accurate. Fred Niehoff Printed Name of Person Signing Signatur of Appli i 'or Authorized Agent Mayor Tlile Y R MO DAY Date Application Signed North Carolina General Statute 143-215.6(b) (2) provides that: Any person who knowingly ma; any false statement representation, or certification in any application, record, report, pl: or other document files or required to be maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, or who falsifies, tampers wi or knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, shall be guilty or a misdemeanor punishable by a fine el n non not to PYr'APA e 1 x months . or by both. (18 U.S.C. S. Facility (see instructions) Give the name. ownership, and pnysi• cal location of the plant or otner operating facility where discharpe(s) presently occur(s) or wilt occur. Name Ownership (Public. Private or Both Public and Private). Check block If a Federal facility and give GSA Inventory Control Number Location: Number & Street City County State 6. Discharge to Another Municipal Facility (see Instructions) a. Indicate if part of your discharge b into a municipal waste trans- port system under another re- sponsible organization. If yes. complete the rest of this item and Continue with Item 7. If no. go directly to Item 7. b. Responsible Organization Receiving Discharge Name Number & Street City State Zip Code c. Facility Which Receives Discharge Give the name of the facility (waste treatment plant) which re- ceives and is ultimately respon- sible for treatment of the discharge from your facility. d. Average Daily Flow to Facility (raga) Give your average daily flow into the receiving facility. 7. Facility Discharges, Number and Discharge Volume (see instructions) Specify the number of discharges described In this application and the volume of water discharged or lost to each of the categories below. Estimate average volume per day in million gallons per day. Do not in - elude intermittent or noncontinuous overflows. bypasses or seasonal dis- charges from lagoons, holding ponds. etc. FOR AGENCY USE 4 Hendersonville Wastewater Treatment Plant Near confluence of Mtn Creek and the French Broad River PUB Q PR V ❑ BPP Q FED Hendersonville Henderson North Carolina es [2 NO N/A N/A N/A mpd 1-2 To: Surface water Surface lmpounoment with no Effluent Unoerground Percolation Well (Injection) Other Total Item 7 if 'other'. Is specified. oescribe 1f any of the discharges from this facility are intermittent. such as from overflow or bypass points, or are seasonal Or periodic from lagoons. holding ponds, etc., complete item 8.' 8. Intermittent Discharges a. Facility bypass points Indicate the number of bypass Points for the facility that are discharge polnts.(see instructions) b. Facility Overflow Points indicate the number of overflow points to a surface water for the facility (see instructions). c. Seasonal or Periodic Discharge Points Indicate the number of points where seasonal discharges occur from holding ponds. lagoon. etc. 9. Collection System Type indicate the type and length (in miles) of the collection systern used by this facility. (see instructions) Separate Storm Separate Sanitary Combined Sanitary ano Storm Both Separate Sanitary and Combined Sewer Systems Both Separate Storm and Combined Sewer Systems . Length 10. Municipalities or Areas Served (see instructions) Number of Dlscharpe Points 107a1 _1 1 Total Volume Discha►ped. Million Gallons Per Day 7.0 7.0 vr! MIitP/L r VAC f .... N/A m/A N/A 0 SST SAN CSS ❑ BSC OSSC miles Name City of Hendersonville Town of Laurel Park Actual Population Served 9,500 (E) 3,500 (E) 11. Average Daily Industrial Flow Total estimated average daily waste flow from all Industrial sources. Note: All major industries (as defined In Section IV) discharging to the municipal system must be listed In Section IV. 0.3 m90 12. Permits, Licenses and Applications List all existing, penning or denied permits. licenses and applications related to discharges from this tacility.(see instructions) 1.4 1. 2. 3. . issuing Agency For Agency Use Tye of Permit or License ID Number Date Filed Y R/MO/DA' Date issued Y R/MO/DA Date Denied Y R/MO/DA Expiration Date Y R/MO/DA �i.v � , .i ?Ly"' !r ' .:�ry+.i"{S}y ,�.:. ;...::: yy v." r{'v� K..: N X^S[it 4 .' +y/}}�. i' i:j�.. .vm l � .. T 4 ` •i. ne. {�lfa. .VY.}}'W.':.. }}.. '•.�.....j• , {• °'wa:::: 9. .::.M_a. ' }^j� . }1. 'jF ! , Sb.:.:::.>.. �4� [ y - 1 : yl ti ... ..:fb..).• •i NCDEHMR > e.< ..',*;..:;:::A.:.,:::-::......;..:.-,....'...:.,;. A NPDES INC 0025534 9/1/93 --- 9/1fl/95 • o"':i x,,,, :=+mow. j!$ ^Y � •r N N. eiliteg ..w7.i. ;}ir •.Y•egY'j'S:iC` giN 13. Maps and Drawings Attach all required maps and drawings to the back of this application. (see Instructions) 14. Additional Information Item Number Information I-4 STANDARD FORM A —MUNICIPAL SECTION II. BASIC DISCHARGE DESCRIPTION 1 FOR AGENCY USE I 1 I 1 I I I 1 I Complete this section tot each present or proposed discharge indicated in Section 1. Items 7 and 8. that Is to surface waters. This Ineluoos discharges to other munictoal sewerage systems In writer the waste water does not go through a treatrnent works prior to being discharged to surface waters. Discna►ges to wells mist De ocscrIDee where there are also dtIChsrges to 14.111aOst waters Irom trait facility. Separate descriptions of each discharge are reouired even it several discharges originate in the tame facility. Ail values for an existing discharge should be representative of the tweive previous months 01 operation. 11 this It a proposed discharge. virtues snout': reflect best engineering estimates. ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER TO BOOKLET BEFORE FILLING OUT THESE ITEMS. 1. Discharge Serial No. and Name 001 a. Discharge Seriai No. Sala' (see instructions) b. Discharge Name = :2a.1D French Broad River Give name of discnarge, if any (see instructions) c. Previous Discharge Sertsi No It a previous NPDES permit application was made for Ina dis- charge (Item 4. Section I) Drovioe Previous discharge serial number. 2. Discharge Operating Dates a. Discharge to Begin Date If the discharge has never Occurred but is planner for some future date. give the date the discharge will begin. b. Discharge to End Date if the dis- charge Is scheduled to be discon- tinued within the next 5 years. give the date (within best estimate) the discharge will end. Give ran. son for discontinuing this discnarpe In Item 17. 3. Discharge Location Name me political boundaries within wniCrs the point of discharge Is tocatec: State County (11 applicable) City or Town 4. Discharge Point Description (see Instructions) Discharge is into (check one) Stream (includes cinches. arroyos. and other watercourses) Estuary Lake . Ocean wets (injection) Other 1f 'other' K Cheeked. specify type 5. Discharge Point — Lat/Long. State the precise location of Inc point of discharge to the nearest second. (see instruct Ions) Latitude Longitude N/A 1996 06 Y R M O Y R 1 M O North Ca.roLina _. Henderson ST R ❑EST ❑ LKE Q OCE ❑ WEL ❑ OTH Agency Use • • yy�7sti: iw.�.i.�� DEG. 221_ MIN. 05 3EC DEG. .2.7_ MIN. 4. ..SEC slain C. Discharge Receiving Water Name Name the waterway at the point of discnarge.(see Instructions) It the discharge is through an out - fall that extends beyond the shoreline or Is below the mean Iow water line. complete Item 7. 7. Offshore Niche rpe a. Discharge Distance from Snore b. Discharge Depth Below Water Surface OISCMARGE SERIAL. NUMBER 00.1 . French Broad .River For Agency Use .18iiI>r:. '"Stiffi$ al/A --feet L=LA• feet For Agency Use 303e FOR AGENCY USE 1 I :..J: i..111.. 1 1 1 1 It discharge is from a bypass or an overflow point or is a seasonal discharge from a lagoon, holding pond, etc.. complete Items 8. 9 or 10, as applicable, and Continue with item 11. I. Bypass Discharge (see instructions) a. Bypass Occurrence Cheek when bypass occurs Wet weather Dry weamer b. Bypass Frequency Give the actual or approximate number of bypass incidents per year. Wet Weather Dry weather C Bypass Duration Give the average bytsass duration In hours Wet weather Dry weather d. Bypass volume Give the average volume per bypass incident. in thousand gallons. Wet weather Dry weather a Bypass Reasons Give reasons why bypass occurs Proceed to Item 11. 9. Overflow Disettarg• (see Instructions) a. Overflow Occurrence Check when overflow occurs. Wet weather Dry weather b. Overflow Frequency Give the actual or approximate InClOonts per year. Wet weather Dry weather N/A times per year hours thousand gallons per Incident thousand gallons per Incident O N O NO times Der year times per year 11-2 c. Overflow Duration Give the average overflow duration In hours. Wet weather Dry weather d. Overflow Volume Give the average volume por overflow incident In thousand gallons. Wet weather Dry weather Proceed to item 11 10. SeasonaVPeriodIc Discharges a. Seasonal/Periodic Discharge Frequency If discharge is inter- mittent from a hoidlnc pond, lagoon, etc, give the actual or approximate number of times this discharge occurs per year. b. Seasonal/Periodic Discharge Volume Give the average volume per discharge occurrence in thousand gallons. c. d. Seasonal/Periodic Dlseharye Duration Give the average Dura- tion of each discharge occurrence in days. Seasonal/Periodic Discharge Occurrence —Months Check the months during the year when the discharge normally occurs. t I. Discharge Treatment a. Discharge Treatment Description Describe waste abatement prat - .tires used on this discharge with a brief narrative. (See Instruc- tions) DISCHARGE SERIAL NUMBER I roe AQcmCY Uft 1 hours Hours 001 N/A thousand gallons per incident thousand gallons per incident times per year thousand pallor, per discharge occurrence days 44044DJAN Q FEB Q MAR Q APR Q MAY Q JUN DJUL Q AUG QsEP ❑ OCT Q NOV Q DEC Wastewater treatment will consist of primary screening and grit removal, followed by biological treatment using the activated sludge method in two (2) oxidation ditches. Solids will then settle in and will be removed from three (3) secondary clarifiers. Wastewater will be disinfected by the use of chlorine gas and will be dechlorinated prior to discharge. Cascade aeration is the method of aerating wastewater immediately before discharge. b. Discharge Treatment Codes Using the codes listed in Table I Ot the Instruction Booklet. describe the waste abatement processes applied to this dis- charge in the order in which they occur. If possible. Separate all cooes with commas except where slashes are used to designate parallel operations. If this discharge Is trom a municipal waste treatment plant (not an overflow or bypass). complete Items 12 and 13 12. Plant Design and Operation Manuals Check which of the t ollowing are currently available a. Engineering Design Report b. Operation and Maintenance Manual 13. Plant Design Data (see instructions) a. Plant Design Flow (mgd:) b. Plant Design BOO Removal (%) c. Plant Design N Removal (%) d. Plant Design P Removal (%) a. Plant Design SS Removal (%) I. Plant Began Operation (year) g. Plant Last Major Revision (year) DISCHARGE SERIAL NUMBER 001 S, GA, S,C,APO,N,PG,VP,XD 7.0 1996 mod % I FOR AGENCY USE 1 iti:1;411471-4:4,..--4 ✓I��n.�•itit �Lw.ri` NVM8 R 001 .�• .It l�.�✓•rv•• J1 .rrlydtr•• •CIO L11•N•flt lame •f$ I.. ••v•>tj FOR AGENCY USE l I.'44 Ii1. Parameter and Code Influent Effluent c cc a c ; c ii < > (1) Annual Average N Value �, Lowest Monthly Average Value Highest Monthly Avetage Value frequency of Analysis • .. Number of Analyses Sample Type Flow Million gallons per day 50050 2.7 2.8 1.5 5.7 Daily 331 Comp 24 J PH Units 00400 Temperature (winter) `F 74028 1 Temperature (summer) °F 74027 Fecal Streptococ i Bacteria Ntunber/100 ml 74054 (Provide if available) ,, .44 Fecal Coliform Bacteria Nurnber/100 ml 74055 (Provide if available) Total Coliform Bacteria Number/100 ml 74056 (Provide if available) 4 BOD 5-day rngll 00310 2 206 _ 11.8 2.9 121.0 Weekdays 261 G Chemiml Oxygen Demand (COD) mg/1 00340 (Provide if available) 368 44 25 106 43 OR Total Organic Carbon (TOC) rng/1 00680 (Provide if available) (Either analysis is acceptable) Chlorine —Total Residual mg/I 50060 DISCHARGE SERIAL NUMBER 001 14. Description of Influent and Effluent (see instructions) (Continued) I FOR AGENCY USE 1 c� �c :-.fix"+•,.:k .1, I 1 Influent Effluent Parameter and Code 0 a c s < > (1) Annual Average Value Lowest Monthly Average Value T. Highest Monthly Average Value o II I. < (5) ,, al i 1c Z < (6) Sample Type Total Solids mg/I 00500 _ I Total Dissolved Solids mg/1 70300 Total Suspended Solids mg/1 00530 138 13.8 Weekdays 265 Settleable Matter (Residue) ml/1 00545 Ammonia (as N) mg/1 00610 (Provide it available) 9.0 1.2 <0.5 16.5 77 ljeldahl Nitrogen mg/1 00625 (Provide if available) - Nitrate (as N) mg/I 00620 (Provide if available) Nitrite (as N) mg/1 00615 (Provide if available) Phosphorus Total (as P) me 00665 (Provide if available) 3.25 2.03 0.70 4.20 2/Quarter 8 Dissolved Oxygen (DO) mg/IX 00300 . * Interim Valves II-6 DISCHARGE SERIAL NUMBER 001 FOR AGENCY USE t S. Additional Wastewater Characteristics Check the box next to each Pararhoter lilt is present in the effluent. (see Instructions) Parameter (215) t S. Additional Wastewater Characteristics Check the box next to each Pararhoter lilt is present in the effluent. (see Instructions) Parameter (215) co aco Parameter (215) ` Parameter (215) 13 cei ` Bromide 71870 Cobalt 01037 Thallium 01059 Chloride 00940 X X Chromium 01034 Titanium 01152 Cyanide 00720 Copper 01042 X Tin 01102 Fluoride 00951 X X Iron 01045 X Zinc 01092 X Sulfide 00745 Lead 01051 1 X Algicides* 74051 . Aluminum 01105 X X Manganese 01055 , Chlorinated organic compounds* 74052 . Antimony 01097 Mercury 71900 X_ Oil and grease 00550 Arsenic 01002 • Molybdenum 01062 Pesticides* 74053 Beryllium 01012 Nickel 01067 X Phenols 32730 X Barium 01007 , Selenium 01147 X Surfactants 38260 Boron 01022 Silver 01077 X Radioactivity* 74050 Cadmium 01027 X X '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 O emirs! Names for the Ingredient Smtemen: on Pesticide Labels, 2nd Edition, Environmental Protection Agency. Washington, D.C. 20250, June 1972, as required by Subsection 162.7(b) of the Regulations for the Enforcement of the Federal Insecticide, Fungicide, and Rodenticide Act. DISCHARGE SERIAL NUMBER ing plant Controls are available for this discharge Alternate power IOU/Ce for major pumping facility Including those for collection system 111t stations Alarm for power or eoulpment tsllure 17. Additional Information APS ED ALM 001 >v. Item Number Information 11-8 .U. S. GOVVRltmorr PRD/TDIG OFFICE : 0 . 50S-432 STANDARD FORM A --MUNICIPAL SECTION ILL SCHEDULE IMPROVEMENTS AND SCHEDULES OF IMPLEMENTATION This section requires information on any uncompiete0 implementation schedule which has been imposed for construction of waste treatment facilities. Requirement Schedules may have been esiaplishod by total. State.or Federal agencies or by court action. IF YOU ARE SUBJECT TO SEVERAL DIFFERENT IMPLEMENTATION SCHEDULES, EITHER BECAUSE OF DIFFERENT LEVELS OF AUTHORITY IMPOSING DIFFERENT SCHEDULES (ITEM lb) AND/OR STAGED CONSTRUCTION OF SEPARATE OPERATIONAL UNITS (ITEM lc). SUBMIT A SEPARATE SECTION I11 FOR EACH ONE. 1. Improvements Required a. Dise.hsree Serial Numbers Affected Lst the discharge serial numbers, assigned in Sec- tion It, that are covered by this implementation schedule b. Authority Imposing Requirement Check the appropriate Item Inds• eating the authority for the im- plementation schedule If the identicat implementation sched- ule has been ordered by more than one authority, check the appropriate items. (see in- structions) Locally devoioDed Plan Areawide Plan Basin Plan State approved implementation schedule Felprat approved water quality standards Implementation plan Federal enforcement procedure or action State court order Federal court order FOR AGENCY USE , ro- • •.•.......... Y!4)!Y-•!!?C:g4T: r: ;.rr.•rAv,Ojwvrrn.. 13 LOC ❑ ARE p BAS 0SOS ❑ WQS Q ENF ❑CRT 0 F E D c. Improvement Description Specify the 3-character cone for the General Action Description in Table 11 that pest Describes the improvements required by the Implementation schoaule. If more than one schedule applies to the facility because of a staged con- struction schedule, state the stage of construction being described here with the appropriate general action code. subm+t a separate Section III far each stage of construction planned. Also, list all the 3-character (Specific Action) codes which describe in more detail the pollution abatement practices that the implementation schedule requires. 3-character general action descripttan 3-character specific action descriptions NEW IPU / CSE /PRI / SEC / DIS/ SLP/ SLD 2. Implementation Schedule and 3. Actual Completion Dates Provide dates imposed by schedule and any actual antes of completion for implementation steps listed below. Indicate dates as accurately as possible. (see instructions) Implementation Steps a. Preliminary plan complete b. Final plan complete c. Financing complete & contract awarded el. Site acquired e. Begin construction 1. End construction g. Begin Discharge h. Operational level attained 2 Schedule (Yr /Mo /Day) 94 / 10 / 95/01/ 95 / 05 / 96 /11/ 3. Actual Completion (Yr /Mo /Day) Ie"e of hear., ••cr STANDARD FORM A —MUNICIPAL SECTION 19. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a oestriDtion o1 then major rnOUStrral faCillty OtsCnar9ing to the municipal system. using a separate Section IV tor wen taeltity oescrrp• Lion. In0ICate the L 0r911 Stanoate &noustrtal CiaSSIIigal1On (SIC) Coos for Inc Industry. Inc major pro0utt or raw material. Iris flow (in thou - sane gallons per cay). brie inc characteristics 01 the wastewater discharges !rem the industrial Utility into tnc municipal system. Consult -able Ill tor stanoare measures o1 DropuCts or raw rnateriats. (see instructions) I• Major Contrlbutlr4 Facility (see Instructions) Name Number& Street City County State Zip Cooe 2. Primary Stanazre industrial Classification Coot tsce instructions) 3. Principal Pro0uet or Raw Material (see instructions) Product Raw Material 4. Flow Indicate the volume o1 water discharged into the municipal sys- tem in thousanC gallons per oay and whether this discharge is Inter- mittent or continuous. S. Pretreatment Provided Indicate 11 pretreatment is provi0e0 prior to entering the municipal system 6. Characteristics of Wastewater .(soe instructions) 401 b 401 c 4010 401e 4011 402 403a 403a 404a 404b 405 Kiith rly (71ark rnrrnratinn Berkeley Mills Plant 32 Smythe Street Hendersonville Henderson North Carolina 29792 2297,2679 102.1 triousand gallons per aay ED Intermittent (int)10Cohtlrwous(con) Yes JNO Quantify parameter Name Para met er Number value 1BOD5 100310 1 870.8 i TSS 00530 106.3 IJH3-N 00610 3.6 Cr I Cu ( cr, I Pb 01034 I 01042 I I 01051 0.0247 10.0602 I 0.0033 I 0.0667 Units (See Table a 1) Parameter Name Ni _ Aq - Zn Phends As Fe COD easamet er ,Number 01067 01077 01092 32730 01002 01045 00340 vs"" 0.0677 0.0060 0.1433 0.0722 0.0055 6.1120 1586 Parameter Name FOG F' HYD PH TEMP METH Parameter Number Value 38.1 0.6250 1.5 7.5 26°C IV -I This section cor+lairas J-po e. STANDARD FORM A —MUNICIPAL SECTION T T. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM ceso [4:1. 11.1 .lili Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each laclltty oe3Cr'D- tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry. the major product or raw material. the Clow (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) 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 1s inter- mittent or continuous.. S. Pretreatment Provided Indicate if pretreatment 1s provided prior to entering the municipal system S. Characteristics of Wastewater .(see instructions) 40ta 401b 4o1e 401 d 401e 4011 402 403a 403b 404a 404b 405 Belding Corticelli Thread Company & ivision of Belding Heminway Complany, Inc. Drawer 130, Hwy. 64 West Hendersonville Henderson 1brth Carola,Ba 28737 2284, 2821 Industrial Synthetic Sewing Threads & Substituted Nylon Polymer 29.1 thousand gallons per day 0 Intermittent (int) D Continuous (con) ® Yes DNo Quantity Parameter Name IBOD TSS NH3 Zn I Phenols f Fe COD Parameter Number 100310 00530 00610 01092 132730 101045 00340 Value 14116.9 50.3 1 6.8 0.0936 0.0250 I 1.0240 , 7130 Parameter Name FOG , F' HYDE METH PH T Temp Parameter Number "''"e 14.6 438.1492 1526.475 6.6 19°C Units (See Table 111) 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 HENDERSONVILLE WWTP NC0025534 95% Domestic / 5% Industrial Existing Renewal w/ Modification Mud Creek C 040302 Henderson ARO Bolden 8/12/94 F9SW Request # 7971(A) Stream Characteristic: USGS # Date: Drainage Area (mi2): Summer 7Q10 (cfs): Winter 7Q10 (cfs): Average Flow (cfs): 30Q2 (cfs): IWC (%): 52.7 17 25 105 41 22 Wasteload Allocation Summary (approach taken, correspondence with region, EPA, etc.) 1),)1A -ov —kZu& u uii Mud Creek WWTP requesting renewal of existing NPDES permit. Also requesting expansion flow of 6 MGD at current location on Mud Creek. Also requesting expansion flow of 7 MGD at relocation of outfall into the French Broad River below the confluence of Mud Creek. Because of concern about overallocation of assimilative capacity on Mud Creek, a QUAL2E model was run on Mud and Clear Creeks. All new and expanding discharges should implement treatment consistent with that required for Hendersonville, BOD5=10, NH3=2, DO=6. This strategy is to encourage regionalization of wastewater treatment and reduce the proliferation of small package plants. Special Schedule Requirements and additional comments from Reviewers: /, /)aulfr r rcc- ' QtJ&s rs' 1 %Uv5ri e4,ri r i)c,{Tio,v 4-r Sid 1176S DL{c ra rrZ 11=F, c //, ZA1 ) 0,V X!c 2 S, OK ro Ai be 7-6' ALUM/A/ in 4/Alir. /v f .A ✓ Recommended by: 1 AL4-f Reviewed by Instream Assessment: Regional Supervisor: Permits & Engineering: 4 //4,41 MAC161Qg') Date: 5/9/95 Date: Si /a%.5"-- Date: `S a c 5 Date:.4/5/� RETURN TO TECHNICAL SUPPORT BY: J �� i 3 7995 Existing Limits: Wasteflow (MGD): BOD5 (mg/1): NH3N (mg/1): DO (mg/1): TSS (mg/1): Fecal Col. (/100 ml): pH (SU): Residual Chlorine (14/1): TP (mg/1): TN (mg/1): Recommended Limits: Wasteflow (MGD): BOD5 (mg/1): NH3N (mg/1): DO (mg/1): TSS (mg/1): Fecal Col. (/100 ml): pH (SU): Residual Chlorine (14/1): TP (mg/1): TN (mg/1): CONVENTIONAL PARAMETERS Monthly Average Summer Winter 3.2 3.2 30 30 monitor monitor monitor monitor 30 30 200 200 6-9 6-9 monitor monitor qrtrly qrtrly monitoring monitoring qrtrly qrtrly monitoring monitoring Monthly Average Summer Winter WQ or EL 3.2 3.2 30 30 monitor monitor monitor monitor 30 30 200 200 6-9 6-9 monitor monitor qrtrly qrtrly monitoring monitoring qrtrly qrtrly monitoring monitoring Limits Changes Due To: Parameter(s) 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 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 Aluminum (ug/): Cadmium (ug/1): Chromium (ug/1): Copper (ug/1): Nickel (ug/l): Lead (ug/1): Zinc (ug/1): Cyanide (ug/1): Arsenic (ug/l): Fluoride (ug/1): Iron (ug/1): Mercury (ug/1): Silver (ug/1): Recommended Limits Aluminum (ug/): Cadmium (ug/1): Chromium (ug/1): Copper (ug/1): Zinc (ug/l): Cyanide (ug/1): Mercury (ug/l): Silver (ug/1): TOXICS/METALS Chronic Ceriodaphnia P/F 22% 22% FEB MAY AUG NOV Daily Max. 392 9 225 monitor monitor 112 monitor 22.5 monitor monitor monitor 0.05 monitor Daily Max. 392 9 qrtrly monitor monitor monitor 22.5 0.05 qrtrly monitor WQ or EL WQ ..sec i&L J wt,44( n vti WQ WQ WQ ;4" i y l o� iav r,n i per ne.t.: I- 1-e o wt rAt 04;1 111 r✓W e-A h J? 6, v., 4 hi Limits ha ges Due To: Parameter(s) Affected 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.) Ni, Pb, As, Fl, Fe _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: Mud Creek above outfall Downstream Location: Mud Creek @ NC 25 ?egg,/ rce RE at>rs S�Z1365 �'' ry � y�a�tRD Parameters: DO, Conductivity, Fecal Coliform, Temperature 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 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. 3 • Facility Name Hendersonville WWTP Permit # NC0025534 _ 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 _22 % (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 _NOV FEB MAY AUG .. 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 17 cfs Permitted Flow 3.2_ MGD IWC 22 % Basin & Sub -basin FRB02 Recommended by: Receiving Stream _ MUD CREEK County HENDERSON Date 5/9/95 QCL P/F Version 9/91 TOXICANT ANALYSIS . 4 . yi. 44, h r ik's") /te-L, Sydr. . �irt+d4 s. 1'"t L'.nfi�1J( ffr?Uf a! A, At �JJ Facility Name , HENDERSON VILLE WWTP NPDES # NC0025534 1 Qw (MGD) 3.2] 7Q 10s (cfs) _ 17 IWC (%) , 22.59 Rec'ving Stream Mud Creek Stream Class C I i FINAL RESULTS i Cyanide 1 Max. Pred Cw 371.2; ug/l Allowable Cw 22.1 iugA Max. Value 1281 Chromium Max. Pred Cw 68.8lug/1 Allowable Cw 221.4 ug/l Max. Value 431 Copper i Max. Pred Cw 183.3ug/l Allowable Cw 31.0i ug/I Max. Value 391 Iron Max. Pred Cw 1032 i ug/l Allowable Cw 4427.4 ug/l Max. Value 430 Lead ' i Max. Pred Cw 50ug/I Allowable Cw 110.71ugA Max. Value 50 Aluminum i i Max. Pred Cw 799 ' ug/l Allowable Cw 385.2 ug/l Max. Value 4701 Mercury i Max. Pred Cw • 14!ug/I Allowable Cw 0.1 ug/l Max. Value 41 Zinc i Max. Pred Cw 158 ug/l Allowable Cw 221.41ug/1 Max. Value 79i Cadmium Max. Pred Cw 130.2 ug/l Allowable Cw 8.9i ug1 Max. Value 311 Arsenic 1 ; Max. Pred Cw 6.25iug1 Allowable Cw 221.41ug/I Max. Value 2.5 Fluoride Max. Pred Cw 50 ug/1 Allowable Cw 7969.4i ug/1 ,000-A ws^'hri eVeics I.g1 V Li Mel i t.,t 1" 14/ OOP ofve 5/8/95 PAGE 1 TOXICANT ANALYSIS Max. Value 50 Nickel Max. Pred Cw 25 ug/I Allowable Cw Max. Value 389.E ug/l _ 25 Silver Max. Pred Cw 5 Allowable Cw 0.3 Max. Value 25 5/8/95 PAGE HENDERSONVILLE WWTP UPSTREAM DOWNSTREAM MONTH Temp DO Saturation Fecal Conductivity Temp DO Saturation Fecal Conductivity Oct-93 13 7.4 70% 175 79.8 13 7.3 69% 186 82.5 Sep-93 18 6.5 69% 1198 77.2 18 6.8 72% 1091 97.3 Aug-93 0% 0% JuI-93 0% 0% Jun-93 0% 0% May-93 0% 0% Apt 93 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Notes NC0025534 5/5/95 HENDERSONVILLE WWTP UPSTREAM DOWNSTREAM MONTH Temp DO Saturation Fecal Conductivity Temp DO Saturation Fecal Conductivity Oct-94 13 7.1 67% 1184 62.7 14 7.6 74% 688 67.6 Sep-94 16 7.1 72% 682 67.7 16 7.3 74% 764 70.4 Aug-94 18 6.5 69% 1630 64 19 6.8 73% 1942 68.7 Jul-94 20 6.1 67% 3636 64.7 20 6.4 70% 3439 68.3 Jun-94 19 6 65% 1476 64.8 19 6.2 67% 1987 66 May-94 15 7 69% 142 56.3 15 7.4 73% 85 60 Apr-94 12 7.8 72% 593 56.8 12 8.3 77% 380 58.5 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Notes NC0025534 5/5/95 TOXICANT ANALYSIS Facility Name HENDERSONVILLE WWTP NPDES # NC0025534 ' Qw (MGD) 7 7Q 10s (cfs) 306 1WC (%) Rec'ving Stream 3.421 -Mud-Greek. , /3, .4, . A,' Stream Class _Frei C FINAL RESULTS Cyanide Max. Pred Cw 371.2; ug/I Allowable Cw 146.0 ' ugA Max. Value 128i Chromium Max. Pred Cw 68.8 ugA Allowable Cw 1460.1 ! ugA Max. Value 431 Copper Max. Pred Cw 183.3': ug/1 Allowable Cw 204.4' ugA Max. Value Iron '• Max. Pred Cw 10321ugA Allowable Cw 29202.81ug/I Max. Value 430 Lead ' Max. Pred Cw 50iug/I Allowable Cw 730.1 ugA Max. Value 50 Aluminum Max. Pred Cw 799'ug/1 Allowable Cw 2540.6 ugA Max. Value 470': Mercury I Max. Pred Cw 14l ugA Allowable Cw 0.4 ugA Max. Value 41 Zinc Max. Pred Cw 158 ugA Allowable Cw 1460.1 ugA Max. Value 79! Cadmium Max. Pred Cw 130.2 ugA Allowable Cw 58.41 ug/1 Max. Value 31 i Arsenic Max. Pred Cw 6.25; ugA Allowable Cw 1460.1 'ugA Max. Value 2.5! Fluoride Max. Pred Cw 50141 Allowable Cw 52565.0 ug/1 c61 5/3/95 PAGE 1 s TOXICANT ANALYSIS Max. Value 501 Nickel Max. Pred Cw 25i ug/I ,......._plowable Cw Max. Value 2569:8 ug/1 25 Silver • Max. Pred Cw 5 Allowable Cw 1.8 Max. Value 25 QifrnLY 1+wr,. 5/3/95 PAGE Hendersonville WWTP JMN Mud Creek 4/21/95 040302 Facility is requesting renewal of NPDES permit 1) at existing discharge into Mud Creek and also with 2) expansion and relocation request for 7 MGD and discharging to the French Broad River near the mouth of Mud Creek. Per FRB basinwide management plan: Due to the continued Poor biological quality rating and the proliferation of dischargesm, a field calibrated model was developed for Mud Creek in 1992. Discharges to Mud Creek, Allen Branch, Cherry Branch, Featherstone Creek and Clear Creek were included in the model. New and expanding discharges to this watershed will required to meet advanced treatment with limits of 10 mg/1 BODS and 2 mg/1 NH3-N. The Hendersonville WWTP dominates the assimilative capacity of Mud Creek below Clear Creek. Based on the results of the QUAL2E, Hendersonville started consideration of relocation to the French Broad River. It also is recommended that Hendersonville and Henderson County should work together to reduce the total number of discharges in this system. ARO concerns: Per staff report , there are several issues that should be reviewed before ARO will make final recommendation on the relocation and expansion to the French Broad River. 1) Discharge point should be provided on the map of plant site. * In spec request to DEM in 11/93, discharge site was designated on French Broad River just below the confluence of Mud Creek. 2) Feasibilty of connection to MSD-Bunccombe Co. should be investigated. 3) The contribution of GE, which has been issued an industrial permit should be included in the application. 4) Portions of the facility seems to be located within the 100 year flood plain and this needs to be clarified. Review of compliance data : no violation of limits, system still has @ 3.2 MGD design flow not @ 6 MGD. Stormwater sampling indicates thatn some permitted parameter metals are being contributed by inflow and infiltration of stormwater entering the sewer syatem. The parameters are Aluminum, Iron, and Zinc. Stormwater (SW) Data from East(E), South(S), North(N), and West(W) in µg/1 is as follows: SWE SWS SWN SWW Aluminum 878 1100 780 885 Iron 1340 2270 1720 1370 Zinc 43 37 16 36 Silver - - 11 No instream DO problems, however, fecal levels exceed tthe state standard of 200/100m1. Previously recommended limits @ 3.2, 6 , and 7 MGD will be renewed in the new WLA. Metals limits will be assigned per current toxicity analysis procedure. SEE ATTACHED SPREADSHEETS. Oa 1 /9124 - s G` 47/vfor- ��, Wia,d,,. tt4, Ems, DIVISION OF ENVIRONMENTAL MANAGEMENT Water Quality Section/Instream Assessment Unit January 16, 1995 MEMORANDUM TO: FROM: Monica Swihart Betsy Johnson vpp THROUGH: Steve Bevington Jb Ruth Sw. " W Don Sa SUBJECT: Revisions to the Hendersonville Environmental Assessment Hendersonville WWTP NPDES No. NC0025534 Henderson County The Instream Assessment Unit has reviewed the revision to the environmental assessment for the City of Hendersonville's Waste Water Treatment Plant relocation. Most of my comments have been addressed in this revision. The exceptions are discussed below. On page 57, #13. Toxic Substances indicates that no toxic substances will be accepted at the proposed WWTP. The existing facility has a pretreatment program which includes a facility with categorical limits. Presumably, the General Electric wastewater stream would be subject to the pretreatment program as well. The EA should discuss the pretreatment program and perhaps state that the WWTP will not accept wastestrearns which would detrimentally impact the operation of the WWTP or cause a water quality violation in the receiving water. In addition, the EA should address the effect of relocation on effluent limits for toxics. Though this revision includes citizen monitoring data, no ambient data or self -monitoring data have been reviewed. The report should at least mention the data which has been summarized in the draft Franch Broad River Basin Plan. The EA should address the feasibility of nondischarge alternatives such as land application. Thank you for this opportunity to review and comment. If you have questions or concerns, please call. cc: Asheville Regional Office SOC PRIORITY PROJECT : No IF YES, SOC NUMBER TO: PERMITS AND ENGINEERING UNIT WATER QUALITY SECTION ATTENTION: Dana Bolden DATE: June 23, 1994 NPDES STAFF REPORT AND RECOMMENDATION COUNTY Henderson PERMIT NUMBER NC0025534 PART I - GENERAL INFORMATION 1. Facility and Address: City of Hendersonville P. O. Box 1760 Hendersonville, NC 28739 2. Date of Investigation: June 17, 1994- 3. Report Prepared By: Paul White 4. Persons Contacted and Telephone Number: Tom Kilpatrick 704-697-3063 5. Directions to Site: The site is north and east of the confluence of Mud Creek with the French Broad River. Access is from Butler Bridge Road (SR 1345). Turn south on a private drive 0.5 miles east .of Butler Bridge on the French Broad River. Proceed 0.4 miles to beginning of property and WWTP site. 6. Discharge Point(s), List for all discharge points: Latitude: o ' Longitude: o " Application material and site map do not show discharge location. Coordinates of discharge`point given in Section II (5) of the application are near the existing discharge point on Mud Creek. Attach a USGS map extract and indicate treatment facility site and discharge point on map. U.S.G.S. Quad, No. F8NE U.S.G.S. Quad Name Skyland 7. Site size and expansion area consistent with application? yes Yes No If No, explain: 8. Topography (relationship to flood plain included): Most of the 104 acre site has a relief of less than 20 feet. Site is a bottom land flood plain. A survey map obtained states that 65 acres are within the 100 year flood plain. However, the FEMA Flood Boundary and Flood Way Map dated March 1, 1982, indicates that approximately 65 acres are within the flood way and approximately 99 acres are within the 100 year flood elevation. 9. Location of nearest dwelling: 1000 feet. Page 1 g. 10. Receiving stream or affected surface waters: French Broad River a. Classification: WS-IV b. River Basin and Subbasin No.: 04-03-02 c. Describe receiving stream features and pertinent downstream uses: The French Broad River at this location is approximately 100 feet wide with a flood plain up to one mile wide and with a gradient of approximately 3 feet per mile. Downstream uses include fish and wildlife propagation, fishing, hunting, agriculture, secondary recreation, and proposed water supply. The proposed intake for the City of Asheville's water supply is located approximately 10 miles downstream. PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. a. Volume of wastewater to be permitted 7.0 MGD (Ultimate Design Capacity) b. What is the current permitted capacity of the Wastewater Treatment facility? none at this site. c. Actual treatment capacity of the current facility (current design capacity none at this site. d. Date(s) and construction activities allowed by previous Authorizations to Construct issued in the previous two years: none at this site. e. Please provide a description of existing or substantially constructed wastewater treatment facilities: none at this site. f. Please provide a description of proposed wastewater treatment facilities: Per application: "Proposed facilities will consist of primary screening and grit removal, followed by biological treatment using the activated sludge method in two oxidation ditches. Solids will then settle in and will be removed from three secondary clarifiers. Wastewater will be disinfected by the use of chlorine gas and will be dechlorinated prior to discharge. Cascade aeration is the method of aerating wastewater immediately before discharge." Possible toxic impacts to surface waters: Chlorine, ammonia, cleaning compounds, metals, various organic chemicals. h. Pretreatment Program (POTWs only): in development approved YES should be required not needed Page 2 2. Residuals handling and utilization/disposal scheme: Hendersonville has a current land application permit, however, the farmer is not currently allowing sludge application. The Henderson County landfill is accepting a small amount of their sludge to apply to disturbed areas of the Landfill at agronomic rates. Additional disposal in the near term will require hauling to a permitted facility outside of the county. Clearly, additional sludge disposal alternatives are needed. a. If residuals are being land applied, please specify DEM Permit Number WQ0004319 Residuals Contractor Changes from year to year. Telephone Number n/a b. Residuals stabilization: PSRP PFRP OTHER anaerobic digester c. Landfill: Henderson County Landfill d. Other disposal/utilization scheme (Specify): 3. Treatment plant classification (attach completed rating sheet): IV 4. SIC Codes(s): 2297, 2679, 2284, 2821, 3361, 3646, 4952! Wastewater Code(s) of actual wastewater, not particular facilities i.e., non -contact cooling water discharge from a metal plating company would be 14, not 56. Primary 01 Secondary 36 Main Treatment Unit Code: 100 3 PART III - OTHER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grant Funds or are any public monies involved. (municipals only)? n/a 2. Special monitoring or limitations (including toxicity) requests: n/a 3. Important SOC, JOC, or Compliance Schedule dates: (Please indicate) n/a Submission of Plans and Specifications Begin Construction Complete Construction Date Page 3 4. Alternative Analysis Evaluation: Has the facility evaluated all of the non -discharge options available. Please provide regional perspective for each option evaluated. Spray Irrigation: insufficient land available Connection to Regional Sewer System: Feasibility of connecting to the Metropolitan Sewerage District should be investigated. Subsurface:. not feasible Other disposal options: 5. Other Special Items: PART IV - EVALUATION -AND RECOMMENDATIONS 1. The discharge point location should be provided on the map of the plant site. The coordinates of the discharge point in the permit application should be corrected. 2. The feasibility of connecting to the Metropolitan Sewerage District should be investigated. 3.. The application does not include the contribution of General Electric, which has been issued an industrial user permit by the City. 4. A map obtained subsequent to receiving the application indicates that 65 of the 104 acres are within the 100 year flood elevation, which is in conflict with the March 1, 1982 FEMA flood map. This should be clarified and the application should specify how the facilities will be located in relation to and protected from the 100 year flood. It is recommended that additional consideration be given to floods in excess of the 100 year frequency due to the significance of the potential damage to facilities and impact on the ability of the plant to recover from a flood situation. Further recommendations will be made pending receipt of the above information. If you have any questions, please call. a4AL(A) L)tc, 5er Qual,4 ty egional Supervisor /7 Date Page 4