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HomeMy WebLinkAboutNC0025534_Permit (Modification)_20030326NPDES DOCYHENT SCANNING COVER SHEET Ask Allay AMIN AIM lk pabn AM 11 ., ink 0114 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: March 26, 2003 This document is printed on reuse paper - ignore any content on the reszerse side INN State of North Carolina Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor William G. Ross, Jr., Secretary Alan W. Klimek, P.E., Director March 26, 2003 Mr. Ezra Allman, Director City of Hendersonville Water and Sewer Utilities P.O. Box 1760 Hendersonville, North Carolina 28793 AVA NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES Subject: NPDES Permit Modification Permit NC0025534 Hendersonville WWTP Henderson County Dear Mr. Allman: The Division has reviewed and approved your request to change Mercury sampling from Composite to Grab in the subject permit. Please find enclosed the revised permit pages. The revised pages should be inserted into your permit. The old pages may then be discarded. All other terms and conditions contained in the original permit remain unchanged and in full effect. This permit modification is issued under the requirements of North Carolina General Statutes 143-215.1 and the Memorandum of Agreement between North Carolina and the U. S. Environmental Protection Agency. If any parts, measurement frequencies or sampling requirements contained in this permit modification are unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this letter. This request must be a written petition conforming to Chapter 150B of the North Carolina General Statutes, filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714)_ Unless such demand is made, this decision shall be final and binding. If you have any questions concerning this permit modification, please contact Christie Jackson at telephone number (919) 733-5083, extension 538. Sincerely, 1.� L Alan W. Klimek, P.E. cc: Central Files Asheville Regional Office, Roy Davis Point Source Compliance Enforcement Unit 011111811111, 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 An Equal Opportunity Affirmative Action Employer Telephone (919) 733-5083 FAX (919) 733-0719 VISIT US ON THE INrrERNET @ http:l/h2o.enr.state.nc.us/NPDES Permit NC0025534 A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL During the period beginning on the effective date of this permit and lasting until expansion above 3.2 MGD, the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: n ,z pr i iL� y� Ls .-4. 'f% r �hY'4M�. i+..3'�'�., Yf r.. - 'S.T+l"1 4..1� �C...7Yr1h-r�,_1 � � '�Z4Y ' TSTt r :a•• t to r^.T "�^ '` } 3 �a,xl?,..,; iYi .. r 1 �I ' b 1 ` '7',.r.-'...:.$i. 9 .1_-,--- 4 �, F....'Cu'f"w a1 yea h:e S. 1 �` 4 ja t " ' ijz t r � xx; t',tr dF7. ti y�� _..i� e.d ,,,, .. rit' ^tl 61.y�ri�..r 'r iF i`n.' a. � - �4� •rR..l-' !. 4 ='`r 'S.--4'; 3 :;.5')'CYiW�'�i�F1.,i�.rll,..,.Y,. �12':Y�-.. ., _..Lrori;=i As1;:i,1 \,.L.:28'J Y-' F .: e . . , y - fv�.S.L. :t I� wi++F-'^'C'�' �T: ...?' ��fi t: YY 1' "` 1 ,� . .., • y 7J m ..:`W.r Y ... 'y 11 Tl� Q, • .. 3"h:"4,, a i ,,,,it �.,,,•1 r' 'T.l�'t!�` Flow 3.2 MGD Continuous Recording I or E BOD, 5-day (20°C)2 30.0 mg/L 45.0 mg/L Daily Composite I & E Total Suspended Solids2 30.0 mg/L 45.0 mg/L Daily Composite I & E NH3 as N Daily Composite E Dissolved 0xygen3 Daily Grab E, U, D Fecal Coliform (geometric mean) 200/100 ml 400/100 ml Daily Grab E, U, D Total Residual Chlorine Daily Grab E Temperature (QC) Daily Grab E, U, D Total Nitrogen (NO2+NO3+TKN) Quarterly Composite E Total Phosphorus Quarterly Composite _ E Chronic Toxicity' Quarterly Composite E pH5 Daily Grab E Cadmium 9 µg/L Weekly Composite E Cyanide 22 µg/L 22.5 µg/L Weekly Grab E Mercury 0.05 µg/L Weekly Grab E Copper 2/Month Composite E Zinc 2/Month Composite _ E Silver 2/Month Composite E Selenium 20 µg/L 22.5 µg/L Weekly Composite E Lead 34 µg/L 113 µg/L Weekly Composite E Footnotes: 1. E: Effluent, I: Influent, U: Upstream in Mud Creek above outfall; D: Downstream at NCSR 1365. Upstream and downstream samples shall be grab samples. Stream samples shall be collected three times per week during June, July, August and September and once per week during the remaining months of the year. 2. The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15% of the respective influent value (85% removal). 3. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/L. 4. Whole effluent toxicity will be monitored using the Pass/Fail Chronic Toxicity test with Ceriodaphnia at 22%. See A.(4.). 5. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. There shall be no discharge of floating solids or visible foam in other than trace amounts • Permit NC0025534 A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL During the period beginning upon expansion above 3.2 MGD and lasting until expansion above 4.8 MGD, the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: w. � ------`-2i' _ 'm + __ ,.�, Y.. . t j �` -.7� ..C' tih$RF F L i/ "2.�.r., ._4,"3+%) - SY' ',. z 7 �y 7�'�' E .r tt (..., at e "�w-y i1x•'� .� L. � --�-z' 7„�.,.f v .w,,,�''r� �i',^_'�� `r�`' �`"`•t �,��'` r7 �=e� r " I G : r_ 0 0 ..M � yi .r �?i . 3 i 3�;.�..i.��G n L .. - � `-.-..WK iC. Sr ten° ' 1S.,,3_ "'. �3 0 ! 1, °1 `Y' L 7-� 2" _ - ��d"' 7�••�..c _. rn �--+ . � �' S - �� re. y ""ImS W{-�s}�e+ [LL, •�` T ;� M . .. 11= (F-: ` i�t'.��� r �'��Ja:F !� 3 �y, -l:.` �t � .1r, 7a� 1L5 �-.-' r., �,.. 4 t) at X'�i''.�..`.� lk_q*—VI• _ V-a ��._ �..�,�.•,�+-`. �_" �« ja 1:myµ ±T• a� t.i`i.. ; Y "f ^'_" t?''_zY::: .:` `.'=�;I. il. x_-a.% Yi.-_.3a^ ����. ��..z.l^.��i�yr�'r . ..6 �." �� ..a_;.Y.._. .. % •=• _ e�-`�� T��3 Flow 4.8 MGD Continuous Recording I or E BOD, 5-day (202C)2 (April 1- October 31) 10.0 mg/L 15.0 mg/L Daily Composite I & E BOD, 5-day (202C)2 (November 1- March 31) 20.0 mg/L 30.0 mg/L Daily Composite I & E Total Suspended Solids2 30.0 mg/L 45.0 mg/L Daily Composite _ I & E NH3 as N (April 1- October 31) 2.0 mg/L Daily Composite E NH3 as N (November 1- March 31) 4.0 mg/L Daily Composite E Dissolved Oxygen3 Daily Grab E, U, D Fecal Coliform (geometric mean) 200/100 mi 400/100 ml Daily Grab E, U, D Total Residual Chlorine4 28 µg/L Daily Grab E Temperature (2C) Daily Grab E, U, D Total Nitrogen (NO2+NO3+TKN) Quarterly Composite E Total Phosphorus Quarterly Composite E Chronic Toxicity5 Quarterly Composite E pH6 Daily Grab E Cadmium 11 µg/L Weekly Composite E Cyanide 22 µg/L 28 µg/L Weekly Grab E Mercury 0.07 µg/L Weekly Grab E Copper 2/Month Composite E Zinc 2/Month Composite E Silver 2/Month Composite E Selenium 20 µg/L 28 µg/L Weekly Composite E Lead 34 µg/L 142 µg/L Weekly Composite E Footnotes: 1. E: Effluent, I: Influent, U: Upstream in Mud Creek above outfall; D: Downstream at NCSR 1365. Upstream and downstream samples shall be grab samples. Stream samples shall be collected three times per week during June, July, August and September and once per week during the remaining months of the year. 2. The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15% of the respective influent value (85% removal). 3. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/L. 4. The total residual chlorine limit and monitoring requirements are only applicable if facility uses chlorination for disinfection. 5. Whole effluent toxicity will be monitored using the Pass/Fail Chronic Toxicity test with Ceriodaphnia at 18%. See A.(5.). 6. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. There shall be no discharge of floating solids or visible foam in other than trace amounts Permit NC0025534 A. (3.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL During the period beginning upon expansion above 4.8 MGD and lasting until expiration, the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: EFFLUENT CHARACTERISTICS LIMITS MONITORING REQUIREMENTS Monthly Average Weekly Average Daily Maximum Measurement Frequency Sample Type Sample Location' Flow 6.0 MGD Continuous Recording I or E BOD, 5-day (20°C)2 (April 1 - October 31) 10.0 mg/L 15.0 mg/L Daily Composite I & E BOD, 5-day (20°C)2 (November 1 - March 31) 20.0 mg/L 30.0 mg/L Daily Composite I & E Total Suspended Solids2 30.0 mg/L 45.0 mg/L Daily Composite I & E NH3 as N (April 1 - October 31) 2.0 mg/L Daily Composite E NH3 as N (November 1 - March 31) 4.0 mg/L Daily Composite E Dissolved Oxygen3 Daily Grab E, U, D Fecal Coliform (geometric mean) 200/100 ml 400/100 ml Daily Grab E, U, D Total Residual Chlorine4 28 pig/ Daily Grab E Temperature (9C) Daily Grab E, U, D Total Nitrogen (NO2+NO3+TKN) Quarterly Composite E Total Phosphorus Quarterly Composite E Chronic Toxicity, Quarterly Composite E pHs Daily Grab E Cadmium 9.5 µg/L Weekly Composite E Cyanide 22 µg/L 24 µg/L Weekly Grab E Mercury 0.06 µg/L Weekly Grab E Copper 2/Month Composite E Zinc 2/Month Composite E Silver 2/Month Composite E Selenium 20 µg/L 24 µg/L Weekly Composite E Lead 34 µg/L 119 µg/L Weekly Composite E Footnotes: 1. E: Effluent, I: Influent, U: Upstream in Mud Creek above outfall; D: Downstream at NCSR 1365. Upstream and downstream samples shall be grab samples. Stream samples shall be collected three times per week during June, July, August and September and once per week during the remaining months of the year. 2. The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15% of the respective influent value (85% removal). 3. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/L. 4. The total residual chlorine limit and monitoring requirements are only applicable if facility uses chlorination for disinfection. 5. Whole effluent toxicity will be monitored using the Pass/Fail Chronic Toxicity test with Ceriodaphnia at 21%. See A.(6.). 6. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. There shall be no discharge of floating solids or visible foam in other than trace amounts