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HomeMy WebLinkAboutNC0025534_Wasteload Allocation_19860611NPDES DOCUMENT !;CANNING COVER :SHEET NPDES Permit: NC0025534 Hendersonville WWTP Document Type: Permit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Report Speculative Limits Instream Assessment (67b) Environmental Assessment (EA) Permit History Document Date: June 11, 1986 This document is printed on reuse paper - ignore a.ziy content on the rew-erne side 8 a H [z' O KC.-1 H 0 Facility Existing Proposed O (..D i...sep Permit No.: Pipe No.: Do % Design Capacity (MGD) : 3 .2 Industrial (% of Flow) : 6 Domestic (% of Flow) : / NPDES WASTE LOAD ALLOCATION Name : j s,ti UQ0 t.3 W l P En ineer Date R ;(icr;, Date Receiving Stream: 14,4 C4L . .. Class: 3 till A1Q) County: Sub -Basin: DLiG 3b2 92 Li Reference USGS Quad: F`�51..) (Please attach) Requestor: Regional Office (Guideline limitations, if applicable, are to be listed on the back of this form.) Design 'Ibmp. ZZ 7Q10 (cfs) 16 *$ Location of D.O. minimum (miles Velocity (fps): Drainage Area (mi2): Winter 7Q10 (cfs) below outfall): 6". 6 Kl (base e, per day): bf it Avg. Streamflow (cfs): 30Q2 (cfs) Slope (fpm ) 3, ego A- !W K2 (base e. per day) : (. -7‹, Effluent Characteristics Monthly r Average Comments ?005— 30 -TS 30 , 44_01 La.kpi..., 1 Oa D (AA ' . Effluent t Characteristics .,'onthly Comments _ 29- e tr . 14A Q /i'.veraae e l�X rM4�..4 �4-.1.4.*.� ` , �Q C1., ,9( FQ ,a b ) ., F.. atop /0 Comments :� ed lop-tion O' ..., Conf on O �,�•ohl Reviewed By: 4[}P‘adE117:242410 Origin Revi A•ielth Date: 6/147 -8Y Request No. : Facility Name Type of Waste Status Receiving Stream Stream Class Subbasin County Regional Office Requestor Date of Request Quad WASTELOAD ALLOCATION APPROVAL FORM : HENDERSONVILLE WWTP : MUNICIPAL : EXISTING : MUD CREEK :C : 040302 : HENDERSON : ARO : : 5/15/86 : F9SW Wasteflow (mgd) 5-Day BOD (mg/1) Ammonia Nitrogen (mg/1) Dissolved Oxygen (mg/1) TSS (mg/l) Fecal Coliform (#/100ml): pH (SU) : Chlor > : ______________ Drainage Area (sq mi) : 98 7Q10 (cfs) : 40 Winter 7010 (cfs) : 48 30Q2 (cfs) : Average Flow (cfs) : 180 RECOMMENDED EFFLUENT LIMITS PERMIT 3.2 30 30 1000 6-9 .035 EXPAND 6.0 30 * 30 1000 6-9 .02 * POTENTIAL LIMIT NEEDED AT THIS FLOW BECAUSE OF NH3 TOXICITY. RECOMMEND UPSTREAM AND DOWNSTREAM PH AND TEMPERATURE MONITORING. RECOMMEND EFFLUENT MONITORING FOR ZINC, COPPER, ALUMINUM, IRON, AND LEAD, , BASED ON DEM TOXICITY AND CHEMiCAL MEHSUREMENTS RECOMME )ED TOXICITY LIMITS ATTACHED. � Recommended Reviewed by: Tech. Support Supervisor____ Regional Su[ � Permits & Endibeering � 11 _____w� � _` \ Date- D a t Date_ l� ���`l��i7l��� It is `_ "~� r "��� Western Reygionin/Off.*0N Asheville, Nor,+ 1.) The permittee shall conduct chronic toxicity tests on a quarterly basis using protocols defined in E.P.A. Document 600/4-85/014 entitled "Short -Term Methods for Estimating the Chronic Toxicity of Effluents and Receiving Waters to Freshwater Organisms". The testing shall be performed as a Ceriodaphnia Survival and Repro- duction Test. Effluent collection will be performed twice during each test as 24 hour composite samples. Toxicity test exposure using the first composite sample will include the first three full days of testing. Exposure to the second composite sample will in- clude the last four full days of testing. Effluent samples will be taken immediately prior to disinfection, but below all other treatment processes. "fie Chronic Value (ChV) must be greater than ll.o X. There will be minimally five effluent concentrations and a control exposure treatment. One effluent concentration shall equal Oa X, which represents the instream waste concentration (I.W.C.) during 7Q10 low flow conditions and daily permitted d4--:'1volume. The remaining concentrations shall beSA 2. S, 11 aM /v ,445 There may not be more than 20Z mortality in at least V effluent after 48 hours of exposure. Note:- Failure to achieve test conditions as specified ins:the cited document, such as minimum control organism survival and appropriate environmental controls, shall constitute an invalid test and will re- quire immediate retesting. Failure to submit suitable' teat results will constitute a permit violation. 6 .0 b‘.44) 612•44 i)44'•444.1 1.) The permittee shall conduct chronic toxicity testa on a quarterly basis using protocols defined in E.P.A. Document 600/4-85/014 entitled "Short -Term Methods for Estimating the Chronic Toxicity of Effluents and Receiving Waters to Freshwater Organisms". The testing shall be performed as a Ceriodaphnia Survival and Repro- duction Test. Effluent collection will be performed twice during each test as 24 hour composite samples. Toxicity test exposure using the first composite sample will include the first three full days of testing. Exposure to the second composite sample will in- clude the last four full days of testing. Effluent samples will be taken immediately prior to disinfection, but below all other treatment processes. lite Chronic Value (ChV) must be greater than MAX. There will be minimally five effluent concentrations and a control exposure treatment. One effluent concentration shall equal Mitt, which represents the instream waste concentration (I.W.C.) during 7Q10 low flow conditions and daily permitted di charge volume. The remaining concentrations shall be j() y0 004 5 , There may not be more than 20Z mortality i at least 15 effluent' after 48 hours of exposure. Note: Failure to achieve test conditions as specified ini:the cited document, such as minimum control organism survival and appropriate environmental controls, shall constitute an invalid test and will re- quire immediate retesting. Failure to submit suitablE teat results will constitute a permit violation.