Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
NC0020591_Regional Office Historical File Pre 2018 (4)
:-''tea SrniF o.• { 4 A9r�g1 (lamyrL � Mqy S////i/k% \ physic1990 N of mootsV/ll f Rao/ f��10 State of North Carolina NAl off�C""T Department of Environment, Health, and Natural Resources Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27611 James G. Martin, Governor George T. Everett, Ph.D. William W. Cobey, Jr., Secretary April 30, 1990 Director Mr. Peter Connet P.O. Box 1111 Statesville, N.C. 28677 Subject: Permit No. NC0020591 City of Statesville Iredel.l County Dear Mr. Connet: In accordance with your application for discharge permit received on March 14, 1989, we are 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 US 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 receipt 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 11666, Raleigh, North Carolina 27604. Unless such demand is made, this decision shall be final and binding. Please take notice that this permit is not transferable. Part II, D.3. 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 Environmental Management or permits required by the Division of Land Resources, Coastal Area Management Act or any other Federal or Local governmental permit that may be required. If you have any questions concerning this permit, please contact Ms. Lula. Harris at telephone number 919/733-5083. Donald Safrit for George T. Everett Director cc: Mr. Jim Patrick, EPA Mooresville Regional Office Pollution Prevention Pays P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733-7015 yl An Equal Opportunity Affirmative Action Employer "tea x • Permit No. NC0020591 STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT DIVISION OF ENVIRONMENTAL MANAGEMENT PERMIT To DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provisions 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, City of Statesville is hereby authorized to discharge wastewater from a facility located at Third Creek Wastewater Treatment Plant NCSR 2354 Iredell County to receiving waters designated as Third Creek in the Yadkin-Pee Dee River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, and III hereof. This permit shall become effective June 1, 1990 This permit and the authorization to discharge shall expire at midnight on July 31, 1994 Signed this day April 30, 1990 00Isinar Signed,By Donald Sahit for George T. Everett, Director Division of Environmental Management By Authority of the Environmental Management Commission 41. Permit No. NC0020591 SUPPLEMENT TO PERMTI' COVER SHEET City of Statesville is hereby authorized to: 1. Continue to operate a 4.0 MGD wastewater treatment facility consisting of a bar screen, flow measurement, influent spiral lift pumps, dual aeration basins with mechanical aeration, dual clarifiers with sludge return, aerobic sludge digestor, sludge thickener, sludge filter press, and chlorination located at the Third Creek Wastewater Treatment Plant on NCSR 2354 in Iredell County (See Part III of this Permit), and 2. Discharge from said treatment works at the location specified on the attached map into Third Creek which is classified Class "C" waters in the Yadkin-Pee Dee River. Basin. + `r,,-.s UNITED STATES �F-`r� DEPARTMENT OF THE INTERIOR N ??isCi,47/17& pDin ``F GEOLOGICAL SURVEY 80°52'30" 512000m.E. 139 .41 ln ,Nt sr .,i\\ . ,,',,_%E-.----Kj. j_,.•.514 515150' 3 5° 51- I�1/',W -\--)':i1 -\`' _ � /rr//1/ \\ \. . ii t 1 (_ 9 B 1 ~ I ,' :`� U f,,- ,- "1; ,C_ v" )% _•,_/, ) /l Iv :I`/ \\? Illy—„ ,( ,,.,t _ . : •_/.7-... ., ..,, '..,\., ..__ , , _ \'''‘: ,' ::-_-2.--.--7[:-, •..,,'-'‘. ) ,-,_ ---\ ' •t 1\ . ,7 , -/ )_, ) _, ‘...,_..___.,\..11-_.y.;..j.,„ s.:. 7;\.J.,.. ,,,,,,,,,--------......-----,\ , if,_•7,\_, —1---'\ j '--/ - ; rll\\, c 55 lbs. ^ 1 1\ /�� \ ,_' 50 f II!I'' j�" (� , 1- /!i - C_r-.e e --,sa • '!, �� I; v if �_�� �s0 r' •jr ,.-\.......,_.--____,------;----ot ) i ja.,,j°°,.: iii.',, w j .*`C','..J.." n', r\l'ti // 7 l ' 8 s ICJ\..„-:--,y: :i 1-.. //,/ o / =,., Cis / t%%/ '% ".)lj /\Ji %/ j ),) \—'�f \' `i/ \�� ...: f/ 'r/,,l A v‘.t C''''s';,1,i,i i. 1 -coo / ',/a )) �� � `tom as � yr. ,� • ,� I I v....,.....,.. ' tl i���: y \\ _tiJ I , ..` 4� 1\1�L -1 `��•�i . r ,`, ),`,,\ L� •' 9 .. At. tt _ `,�i `�'' 1 11 �.J i n ryo i��, \ -..✓ ,.. `� I , �,�., J�?.r,,.. l li 1. d•�%: ece : �, t sb } .66 -_. , - _ L \'\ \ '% --,''., ,•--C : _ - "' fir`, 3 ' ) f's-,_ ,, ,,,::-,\•\ .,.. ._ .. ,_ I K--,-- ------ '.--____ ,\\,s--.:.----,0o'‘,:-- ,,,! ---7,- ,, -- ,,-;-,:.:-.=.,_1, , :, ,e/ /_„.,,y ..--,-.,-;•:_23 .. ,..- ,,.-------,__,)„( ,) {..__--,,.. .,,,. -„,::::,,,.- --„., r-6),-)) ,.,,,,,i---_,. . ‘,.,„:,:- _ _.i:,.: ,..\.,_,,,,, ,:. _._ i.\\..„ ,,-„___,/,, .. . _:.-, " ',-,--- -4 ..,.,-.,- ..--.9:5b•'N' . . ,,,,k ://i ', .—..,',—.--'----.::::'—'''''''-':-.1..-Y :' '. ' .'-7: / -' ''''(./.1_7- — ' 3952 . / \ 'C� i' +irr , . , . ..., . __. i \/ . 'II , /.5 AIE .... t,-..\\,...:,.., ..(,. ii 0,. --.„-.,--,-. c,. ,.,7.i,. ., .., --, ,.,: '--Y-.-. --- is , ( , _. L ' � , 1J U _ i• t i , r J % i ji , Qe- $ L 1 3951 - / • , <,---5,_____,-,_,, , ,,_, , (,,,,, . .9 ce A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final WINTER: November 1-March 31 NPDES No. NC0020591 During the period beginning on the effective date of the Permit and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial number(s) 001. Such discharges shall be limited and monitored by the Permittee as specified below: Effluent Characteristics Discharge Limitations Monitoring Requirements Lbs/day Other Units (Specify) Measurement Sample *Sample Monthly Avg. Weekly Avg. Monthly Avg. Weekly Avg. Frequency Type Location Flow 4.0 MGD Continuous Recording I or E BOD, 5Day, 20 Degrees C** 30. 0 mg/1 45.0 mg/1 Daily Composite E, I Total Suspended Residue** 30.0 mg/1 45.0 mg/1 Daily Composite E, I NH3 as N Daily Composite E Dissolved Oxygen (minimum) Daily Grab E, U, D Fecal Coliform (geometric mean) 200.0/100 ml 400.0/100 ml Daily Grab E, U, D Total Residual Chlorine Daily Grab E Temperature Daily Grab E, U, D Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite E Total Phosphorus Monthly Composite E Chronic Toxicity*** Quarterly Composite E Pollutant Analysis**** Annually E Conductivity * Grab U, D Cadmium 5.2 ug/1***** Weekly Composite E Lead 64.5 ug/1***** Weekly Composite E Cyanide 12.9 ug/1***** Weekly Grab E Chromium Monthly Composite E Copper Monthly Composite E Nickel Monthly Composite E Zinc Monthly Composite E * Sample locations: E - Effluent, I - Influent, U - Upstream approximately 100 feet above the disc e point, D - Downstream (1) 1.9 miles below discharge at NCSR(359,� (2) 3.5 miles below discharge at NCSR 2362.` 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. ** The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15% of the respective influent values (85% removal). *** See Part III, Condition I; Chronic Toxicity (Ceriodaphnia) P/F at 39%; January, April, July, and October. **** See Part III, Condition J. *AAA* Daily Maximum Limitation The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample. There shall be no discharge of floating solids or visible foam in other than trace amounts. A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final SUMMER: April 1-October 31 NPDES No. NC0020591. During the period beginning on the effective date of the Permit and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial number(s) 001. Such discharges shall be limited and monitored by the Permittee as specified below: Effluent Characteristics Discharge Limitations Monitoring Requirements Lbs/day Other Units (Specify) Measurement Sample *Sample Monthly Avg. Weekly Avg. Monthly Avg. Weekly Avg. Frequency Type Location Flow 4.0 MGD Continuous Recording I or E BOD, 5Day, 20 Degrees C** 30.0 mg/1 45.0 mg/1 Daily Composite E, I Total Suspended Residue** 30.0 mg/1 45.0 mg/1 Daily Composite E, I NH3 as N 13.0 mg/1 19.5 mg/1 Daily Composite E Dissolved Oxygen (minimum) 5. 0 mg/1 5.0 mg/1 Daily Grab E, U, D Fecal Coliform (geometric mean) 200.0/100 ml 400.0/100 ml Daily Grab E, U, D Total Residual Chlorine Daily Grab E Temperature Daily Grab E, U, D Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite E Total Phosphorus Monthly Composite E Chronic Toxicity*** Quarterly Composite E Pollutant Analysis**** Annually E Conductivity * Grab U, D Cadmium 5.2 ug/1***** Weekly Composite E Lead 64.5 ug/l***** Weekly Composite E Cyanide 12.9 ug/1***** Weekly Grab E Chromium Monthly Composite E Copper Monthly Composite E Nickel Monthly Composite E Zinc Monthly Composite E * Sample locations: E - Effluent, I - Influent, U - Upstream approximately 100 feet above the discharge point, D - Downstream (1) 1.9 miles below discharge at NCSR 2359, (2) 3.5 miles below discharge at NCSR 2362. 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. ** The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15% of the respective influent values (85% removal) . *** See Part III, Condition I; Chronic Toxicity (Ceriodaphnia) P/F at 39%; January, April, July, and October. **** See Part III, Condition J. ***** Daily Maximum Limitation The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample. There shall be no discharge of floating solids or visible foam in other than trace amounts. Fart I B. Schedule of Compliance 1. The permittee shall comply with Final Effluent Limitations specified for discharges in accordance with the following schedule: Permittee shall comply with Final Effluent Limitations by the effective date of the permit. • 2. Permittee shall at all times provide the operation and maintenance necessary to operate the existing facilities at optimum efficiency. 3. No later than 14 calendar days following a date identified in the above schedule of compliance, the permittee shall submit either a report of progress or, in the case of specific actions being required by identified dates, a written notice of compliance or noncompliance. In the latter case, the notice shall include the cause of noncompliance, any remedial actions taken, and the probability of meeting the next schedule requirements. Part II Page 1 of 14 PART II STANDARD CONDITIONS FOR NPDES PERMITS SECTION A. GENERAL CONDITIONS 1. Duty to Comply The permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of the Clean Water Act and is grounds for enforcement action; for permit termination, revocation and reissuance, or modification; or for denial of a permit renewal application. 2. Penalties for Violations of Permit Conditions Any person who violates a permit condition is subject to a civil penalty not to exceed $10,000 per day of such violation. Any person who willfully or negligently violates a permit condition is guilty of a misdemeanor punishable by a fine not to exceed $15,000 per day of violation, or by imprisonment not to exceed six months or both. 3. Duty to Mitigate The permittee shall take all reasonable steps to minimize any adverse impact to navigable waters resulting from noncompliance with any effluent limitations specified in this permit, including accelerated or additional monitoring as necessary to determine the nature and impact of the noncomplying discharge. 4. Permit Modification After notice and opportunity for a hearing pursuant to NCGS 143-215. 1(b) (3) and NCGS 1.43-215. 1(e) respectively, this permit may be modified, suspended, or revoked in whole or in part during its term for cause including, but not limited to, the following: a. Violation of any terms or conditions of this permit; b. Obtaining this permit by misrepresentation or failure to disclose fully all relevant facts; c. A change in any condition that requires either a temporary or permanent reduction or elimination of the authorized discharge; or d. Information newly acquired by the Division indicating the discharge poses a threat to human health or welfare. If the permittee believes that any past or planned activity would be cause for modification or revocation and reissuance, the permittee must report such information to the Permit Issuing Authority. The submittal of a new application Part II Page 2 of 14 may be required of the permittee. The filing of a request by the permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned changes or anticipated noncompliances, does not stay any permit condition. 5. Toxic Pollutants • Notwithstanding Part II, A-4 above, if a toxic effluent standard or prohibition (including any schedule of compliance specified in such effluent standard or prohibition) is established under Section 307(a) of the Act for a toxic pollutant which is present in the discharge, if such standard or prohibition is more stringent than any limitation for such pollutant in this permit, this permit shall be revised or modified in accordance with the toxic effluent standard prohibition and the permittee so notified. The permittee shall comply with effluent standards or prohibitions established under Section 307(a) of the Clean Water Act for toxic pollutants within the time provided in the regulations that establish those standards or prohibitions, even if the permit has not yet been modified to incorporate the requirement. 6. Civil and Criminal Liability Except as provided in permit conditions on "Bypassing" (Part II, B-3) and "Power Failures" (Part IT, B-6), nothing in this permit shall be construed to relieve the permittee from any responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the permittee is responsible for consequential damages, such as fish kills, even though the responsibility for effective compliance may be temporarily suspended. 7. Oil and Hazardous Substance Liability Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USC 1321. Furthermore, the permittee is responsible for consequential damages, such as fish kills, even though the responsibility for effective compliance may be temporarily suspended. 8. Property Rights The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any infringement of Federal, State or local laws or regulations. Part II Page 3 of 14 9. Onshore of Offshore Construction This permit does not authorize or approve the construction of any onshore or offshore physical structures or facilities or the undertaking of any work in any navigable waters. 10. Severability The provisions of this permit are severable, and if any provision of this permit, or the application of any provision of this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the remainder of this permit, shall not be affected thereby. 11 . Duty to Provide Information The permittee shall furnish to the Permit Issuing Authority, within a reason- able time, any information which the Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or terminating this permit or to determine compliance with this permit. The permittee shall also furnish to the Permit Issuing Authority upon request, copies of records required to be kept by this permit. SECTION B. OPERATION AND MAINTENANCE OF POLLUTION CONTROLS 1. Proper Operation and Maintenance The permittee shall at all times maintain in good working order and operate as efficiently as possible all treatment or control facilities or systems installed or used by the permittee to achieve compliance with the terms and conditions of this permit. 2. Need to Halt or Reduce not a Defense It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the condition of this permit. 3. Bypassing Any diversion from or bypass of facilities is prohibited, except (i) where unavoidable to prevent loss of life or severe property damage, or (ii) where excessive storm drainage or runoff would damage any facilities necessary for compliance with the effluent limitations and prohibitions of this permit. All permittees who have such sewer bypasses or overflows of this discharge shall submit, not later than six months from the date of issuance of this permit, detailed data or engineering estimates which identify: a. The location of each sewer system bypass or overflow; h. The frequency, duration and quantity of flow from each sewer system bypass or. overflow. Part II Page 4 of 14 This requirement is waived where infiltration/inflow analyses are scheduled to be performed as part of an Environmental Protection Agency facilities planning project. The permittee shall report by telephone to either the central office or appropriate regional office of the Division as soon as possible, but in no case more than 24 hours or on the next working day following the occurrence or first knowledge of the occurrence of any division from or bypass of facilities. 4. Upsets "Upset" means an exceptional incident in which there is unintentional and temporary noncompliance with technology based permit effluent limitations because of factors beyond the reasonable control of the permittee. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive maintenance, or careless or improper operation. An upset constitutes an affirmative defense to an action brought for noncompliance with such technology based permit limitation if the requirements of 40 CFR S 122.41(n)(3) are met. 5. Removed Substances Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters shall be disposed of in accordance with NCGS 143-215. 1 and in a manner such as to prevent any pollutant from such materials from entering waters of the State or navigable waters of the United States. 6. Power Failures The permittee is responsible for maintaining adequate safeguards as required by DEM Regulation, Title 15, North Carolina Administrative Code, Subchapter 2H, .0124 Reliability, to prevent the discharge of untreated or inadequately treated wastes during electrical power failures either by means of alternate power sources, standby generators or retention of inadequately treated effluent. SECTION C. MONITORING AND RECORDS 1. Representative Sampling Samples collected and measurements taken, as required herein, shall be characteristic of the volume and nature of the permitted discharge. Samples collected at a frequency less than daily shall be taken on a day and time that is characteristic of the discharge over the entire period which the sample represents. All samples shall be taken at the monitoring points specified in this permit and, unless otherwise specified , before the effluent joins or is diluted by any other wastestream, body of water, or substance. Monitoring points shall not he changed without notification to and the approval of the Permit issuing Authority. Part II Page 5 of 14 2. Reporti_ng Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a monthly Discharge Monitoring Report (DMR) Form (DEM No. MR 1, 1. 1, 2, 3) or alternative forms approved by the Director, DEM, postmarked no later than the 30th day following the completed reporting period. The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of these, and all other reports required herein, shall be submitted to the following address: Division of Environmental Management Water Quality Section ATTENTION: Central Files Post Office Box 27687 Raleigh, North Carolina 27611 3 Flow Measurements Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected and used to insure the accuracy and reliability of measurements of the volume of monitored discharges. The devices shall be installed, calibrated and maintained to insure that the accuracy of the measurements are consistent with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a maximum deviation of less than + 10% from the true discharge rates throughout the range of expected discharge volumes. Once-through condenser cooling water flow which is monitored by pump logs, or pump hour meters as specified in Part 7 of this permit and based on the manufacturer's pump curves shall not be subject to this requirement. • 4. ' Test Procedures Test procedures for the analysis of pollutants shall conform to the EMC regulations published pursuant to NCGS 143-215.63 et seq, the Water and Air Quality Reporting Acts, and to regulations published pursuant to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act, as Amended, and Regulation 40 CFR 136. To meet the intent of the monitoring required by this permit, all test procedures must produce minimum detection and reporting levels that are below the permit discharge requirements and all data generated must be reported down to the minimum detection or lower reporting level of the procedure. If no approved methods are determined capable of achieving minimum detection and reporting levels below permit discharge requirements, then the most sensitive (method with the lowest possible detection and reporting level) approved method must he used. Part II Page 6 of 14 5. Penalties for Tampering The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any monitoring device or method required to be maintained under this permit shall, upon conviction, by punished by a fine of not more than $10,000 per violation, or by imprisonment for not more than six months per violation, or by both. 6. Records Retention All records and information resulting from the monitoring activities required by this permit including all records of analyses performed and calibration and maintenance of instrumentation and recordings from continuous monitoring instrumentation shall be retained for a minimum of three (3) years by the permittee. This period of retention shall be extended during the course of any unresolved litigation or if requested by the Division of Environmental Management or the Regional Administrator of the Environmental Protection Agency. 7. Recording Results For each measurement or sample taken pursuant to the requirements of this permit, the permittee shall record the following information: a. The exact place, date, and time of sampling; b. The dates the analyses were performed; c. The person(s) who performed the analyses; and d. The results of such analyses. 8. Right of Entry The permittee shall allow the Director of the Division of Environmental Management, the Regional Administrator, and/or their authorized representatives, upon the presentations of credentials: a. To enter upon the permittee's premises where an effluent source is located or in which any records are required to be kept under the terms and conditions of this permit; and b. At reasonable times to have access to and copy any records required to be kept under the terms and conditions of this permit; to inspect any monitoring equipment or monitoring method required in this permit; and to sample any discharge of pollutants. Part II Page 7 of 14 SECTION D. REPORTING REQUIREMENTS 1. Change in Discharge All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge of any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall constitute a violation of the permit. Any anticipated facility expansions, production increases, or process modifications which will result in new, different, or increased discharges of pollutants must be reported by submission of a new NPDES application or, if such changes will not violate the effluent limitations specified in this permit, by notice to the DEM of such changes. Following such notice, the permit may be modified to specify and limit any pollutants not previously limited. 2. Anticipated Noncompliance The permittee shall give notice to the Permit Issuing Authority of any planned change in the permitted facility or activity which may result in noncompliance with permit requirements. Any maintenance of facilities, which might necessitate unavoidable interruption of operation and degradation of effluent quality, shall be scheduled during noncritical water quality periods and carried out in a manner approved by the Permit Issuing Authority. 3. Transfer of Ownership or Control This permit is not transferable. In the event of any change in name, control or ownership of facilities from which the authorized discharge emanates or is contemplated, the permittee shall notify the prospective owner or controller by letter of the existence of this permit and of the need to obtain a permit in the name of the prospective owner. A copy of the letter shall be forwarded to the Division of Environmental Management. 4. Additional Monitoring by Permittee If the permittee monitors any pollutant at the location(s) designated herein more frequently than required by this permit, using approved analytical methods as specified above, the results of such monitoring shall be included in the calculation and reporting of the values is required in the DMR. Such increased frequency shall also be indicated. The DEM may require more frequent monitoring or the monitoring of other pollutants not required in this permit by written notification. 5. Averaging_of Measurements Calculations for limitations which require averaging of measurements shall utilize an arithmetic mean unless otherwise specified by the Permit Issuing Authority in the permit. Part II Page 8 of 14 6. Noncompliance Notification The permittee shall report by telephone to either the central office or the appropriate regional office of the Division as soon as possible, but in no case more than 24 hours or on the next working day following the occurrence or first knowledge of the occurrence of any of the following: a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge digester; the known passage of a slug of hazardous substance through the facility; or any other unusual circumstances. b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc. c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to receiving waters without treatment of all or any portion of the influent to such station or facility. d. Any time that self-monitoring information indicates that the facility has gone out of compliance with its NPDES permit limitations. Persons reporting such occurrences by telephone shall also file a written report in letter form within 15 days following first knowledge of the occurrence. 7. Changes in Discharges of Toxic Substances: The permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe: a. That any activity has occurred or will occur which would result in the discharge, on a routine or frequent basis, of any toxic substance(s) (listed at 40 CFR S 122, Appendix D, Table II and III) which is not limited in the permit, if that discharge will exceed the highest of the following "notification levels". (1) One hundred micrograms per liter (100 ug/1); (2) Two hundred micrograms per liter (200 ug/l) for acrolein and acrylonitrile; five hundred micrograms per liter (500 ug/l) for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol; and one milligram per liter (1 mg/1) for antimony; or (3) Five (5) times the maximum concentration value reported for that pollutant(s) in the permit application. Part II Page 9 of 14 b. That any activity has occurred or will occur which would result in any discharge, on a non-routine or infrequent basis, of a toxic pollutant (listed at 40 CFR S 122, Appendix D. Table II and III) which is not limited in the permit, if that discharge will exceed the highest of the following "notification levels": (1) Five hundred micrograms per liter (500 ug/l); (2) One milligram per liter (1 mg/1) for antimony; or (3) Ten (10) times the maximum concentration value reported for that pollutant(s) in the permit application. 8. Expiration of Permit Permittee is not authorized to discharge after the expiration date. In order to receive authorization to discharge beyond the expiration date, the permittee shall submit such information, forms, and fees as are required by the agency authorized to issue permits no later than 180 days prior to the expiration date. Any discharge without a permit after the expiration will subject the permittee to enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et seq. 9. ' Signatory Requirements All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified. a. All permit applications shall be signed as follows: (1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in charge of a principal business function, or any other person who performs similar policy or decision making functions for the corporation, or (b) the manager of one or more manufacturing production or operating facilities employing more than 250 persons or having gross annual sales or expenditures exceeding 25 million (in second quarter 1980 dollars), if authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. (2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or (3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or ranking elected official. Part II Page 10 of 14 b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be signed by a person described above or by a duly authorized representative of that person. A person is a duly authorized representative only if: (1) The authorization is made in writing by a person described above; (2) The authorization specified either an individual or a position having responsibility for the overall operation of the regulated facility or activity, such as the position of plant manager, operator of a well or well field, superintendent, a position of equivalent responsibility, or an individual or position having overall responsibility for environ- mental matters for the company. (A duly authorized representative may thus be either a named individual or any individual occupying a named position. ); and (3) The written authorization is submitted to the Permit Issuing Authority. c. Certification. Any person signing a document under paragraphs a. or b. of this section shall making the following certification: "I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and believe, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations." 10. Availability of Reports Except for data determined to be confidential under NCGS 143-215.3(a) (2) or Section 308 of the Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices of the Division of Environmental Management. As required by the Act, effluent data shall not be considered confidential . Knowingly making any false statement on any such report may result in the imposition of criminal penalties as provided for in NCGS 143-215. 1(b) (2) or in Section 309 of the Federal Act. 11. Penalties for Falsification of Reports The Clean Water Act provides that any person who knowingly makes any false statement, representation, or certification in any record or other document submitted or required to be maintained under this permit, including monitoring reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for not more than six months per violation, or by both. Part II Page 11 of 14 SECTION E. DEFINITION 1. Permit Issuing Authority The Director of the Division of Environmental Management. 2. DEM or Division Means the Division of Environmental Management, Department of Natural Resources and Community Development. 3. EMC: Used herein means the North Carolina Environmental Management Commission. 3. EMC Used herein means the North Carolina Environmental Management Commission. 4. Act or "the Act" The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33 USC 1251, et. seq. 5. Mass/Day Measurements a. The "monthly average discharge: is defined as the total mass of all daily discharges sampled and/or measured during a calendar month on which daily discharges are sample and measured, divided by the number of daily discharges samples and/or measured during such month. It is therefore, an arithmetic mean found by adding the weights of the pollutant found each day of the month and then dividing this sum by the number of days the tests were reported. The limitation is identified as "Monthly Average" in Part I of the permit. b. The "weekly average discharge" is defined as the total mass of all daily discharges sampled and/or measured during the calendar week (Sunday-Saturday) on which daily discharges are sampled and measured, divided by the number of daily discharges samples and/or measured during such week. It is, therefore, an arithmetic mean found by adding the weights of pollutants found each day of the week and then dividing this sum by the number of days the tests were reported. This limitation is identified as "Weekly Average" in Part I of the permit. c. The "maximum daily discharge" is the total mass (weight) of a pollutant discharged during a calendar day. If only one sample is taken during any calendar day the weight of pollutant calculated from it is the "maximum daily discharge." This limitation is identified as "Daily Maximum," in Part I of the permit. Part II Page 12 of 14 d. The "average annual discharge" is defined as the total mass of all daily discharges sample and/or measured during the calendar year on which daily discharges are sampled and measured, divided by the number of daily discharges sampled and/or measured during such year. It is, therefore, an arithmetic mean found by adding the weights of pollutants found each day of the year and then dividing this sum by the number of days the tests were reported. This limitation is defined as "Annual Average" in Part I of the permit. 6. Concentration Measurement a. The "average monthly concentration," other than for fecal coliform bacteria, is the sum of the concentrations of all daily discharges samples and/or measured during a calendar month on which daily discharges are sampled and measured, divided by the number of daily discharges sampled and/or measured during such month (arithmetic mean of the daily concentration values). The daily concentration value is equal to the concentration of a composite sample or in the case of grab samples is the arithmetic mean (weighted by flow value) of all the samples collected during that calendar day. The average monthly count for fecal coliform bacteria is the geometric mean of the counts for samples collected during a calendar month. This limitation is identified as "Monthly Average" under "Other Limits" in Part I of the permit. b. The "average weekly concentration," other than for fecal coliform bacteria, is the sum of the concentrations of all daily discharges sampled and/or measured during a calendar week (Sunday/Saturday) on which daily discharges are sampled and measured divided by the number of daily discharges sampled and/or measured during such week (arithmetic mean of the daily concentration values). The daily concentration value is equal to the concentration of a composite sample or in the case of grab samples is the arithmetic mean (weighted by flow value) of all the samples collected during that calendar day. The average weekly count for fecal coliform bacteria is the geometric mean of the counts for samples collected during a calendar week. This limitation is identified as "Weekly Average" under "Other Limits" in Part I of the permit. c. The "maximum daily concentration" is the concentration of a pollutant discharge during a calendar day. If only one sample is taken during any calendar day the concentration of pollutant calculated from it is the "Maximum Daily Concentration". It is identified as "Daily Maximum" under "Other Limits" in Part I of the permit. Part II Page 13 of 14 d. The "average annual concentration," other than for fecal coliform bacteria, is the sum of the concentrations of all daily discharges sampled and/or measured during a calendar year on which daily discharges are sampled and measured divided by the number of daily discharges sampled and/or measured during such year (arithmetic mean of the daily concentration values). The daily concentration value is equal to the concentration of a composite sample or in the case of grab samples is the arithmetic mean (weighted by flow value) of all the samples collected during that calendar day. The average yearly count for fecal coliform bacteria is the geometric mean of the counts for samples collected during a calendar year. This limitation is identified as "Annual Average" under "Other Limits" in Part 1 of the permit. e. The "daily minimum concentration" (for dissolved oxygen only) is the minimum allowable amount of dissolved oxygen required to be available in the effluent prior to discharge. It is identified as "Daily Minimum" under "Other Limits" in Part III of the permit. 7. Other Measurements a. Flow, (MGD): The flow limit expressed in this permit is the 24 hours average flow, averaged monthly. It is determined as the arithmetic mean of the total daily flows recorded during the calendar month. b. An "instantaneous flow measurement" is a measure of flow taken at the time of sampling, when both the sample and flow will be representative of the total discharge. 8. Types of Samples a. Composite Sample: These samples consist of grab samples collected at equal intervals and combined proportional to flow, a sample continuously collected proportionally to flow, or equal volumes taken at varying time intervals. If a composite sample is obtained from grab samples, the following requirements apply. The intervals between influent grab samples shall be no greater than hourly. Intervals between effluent grab samples shall be no greater than hourly except where the detention time of the wastewater in the facility is greater than 24 hours, in which case, the interval between grab samples shall be no greater in number of hours than the detention time in number of days; provided, however, in no case may the time between effluent grab samples be greater than six hours nor the number of grab samples less than four during any discharge period of 24 hours or less. b. Grab Sample: Grab samples are individual samples collected over a period of time not exceeding 15 minutes; the grab sample can be taken manually. Part II Page 14 of 14 9. Calculation of Means a. Arithmetic Mean: The arithmetic mean of any set of values is the summation of the individual values divided by the number of individual values. b. Geometric Mean: The geometric mean of any set of values is the Nth root of the product of the individual values where N is equal to the number of individual values. The geometric mean is equivalent to the antilog of the arithmetic mean of the logarithms of the individual values. For purposes of calculating the geometric mean, values of zero (0) shall be considered to be one (1). c. Weighted by Flow Value: Weighted by flow value means the summation of each concentration times its respective flow divided by the summation of the respective flows. 10. Calendar Day A calendar day is defined as the period from midnight of one day until midnight of the next day. However, for purposes of this permit, any consecutive 24-hour period that reasonably represents the calendar day may be used for sampling. 11. Hazardous Substance A hazardous substance means any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act. 12. Toxic Pollutant A toxic pollutant is any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act. Revised 6/89 PART III OTHER REQUIREMENTS A. Requirements for Control of Pollutants Attributable to Industrial Users. 1. Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from major contributing industries using the municipal system may be present in the permittee's discharge. At such time as sufficient information becomes available to establish limitations for such pollutants, this permit may be revised to specify effluent limitations for any or all of such other pollutants in accordance with best practicable technology or water quality standards. 2. Under no circumstances shall the permittee allow introduction of the following wastes in the waste treatment system: a. Wastes which create a fire or explosion hazard in the treatment works. b. Wastes which will cause corrosive structural damage to treatment works, and in no case discharges with pH less than 5 unless the system is specifically designed to accomodate such discharges. c. Solid or viscous substances in amounts which cause obstructions to the flow in sewers or interference with the proper operation of the treatment works. d. Wastewaters at a flow rate and/or pollutant concentration which will cause an inhibitation or disruption of the POTW, its treatment processes, operation, or sludge use and disposal. e. Heat in amounts which will inhibit biological activity in the treatment works, resulting in interference but in no case heat in such quantities that the temperature at the treatment works influent exceeds 40 C (104 F) unless the works are designed to accommodate such heat. 3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the permittee to supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to ensure compliance by the permittee with all applicable effluent limitations. Such actions by the permittee may be necessary regarding some or all of the major contributing industries discharging to the municipal system. Part III Continued 4. Permittee shall require any industrial dischargers into the permitted system to meet Federal Pretreatment Standards promulgated in response to Section 307(b) of the Act. Prior to accepting wastewater from any significant industrial user the permittee shall develop and submit to the Division for approval a Pretreatment Program. A significant industrial user is one which discharges wastewater into a publicly owned treatment works and which: a. has an average daily process wastewater flow of greater than 50,000 gallons per day, or; b. contributes more than 5% of any design capacity of the wastewater treatment plant which receives the discharge, or; c. is required to meet a national categorical pretreatment standard, or; d. is determined by the control authority to have a potential to adversely impact the wastewater treatment plant or receiving stream, or to limit the POTW sludge disposal options, or; e. has been included in the permittee's pretreatment monitoring program submitted in accordance with Section 15 NCAC 2H.0906 of the North Carolina Administrative Code. Any change in the definition of a significant industrial user as a result of promulgations in response to Section 307 of the Act or revisions to 15 NCAC 2H.0903 shall become a part of this permit. 5. This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved POTW Pretreatment Program or to include a compliance schedule for the development of a POTW Pretreatment Program as required under Section 402(b)(8) of the Clean Water Act and implementing regulations or by the requirements of the approved State pretreatment program, as appropriate. B. Pretreatment Program Implementation Under authority of sections 307(b) and (c) and 402 (b)(8) of the Clean Water Act and implementing regulations 40 CFR Part 403; North Carolina General Statute 143-215.3 (14) and implementing regulations 15 NCAC 2H .0900, and in accordance with the approved pretreatment program all provisions and regulations contained and referenced in the Pretreatment Program Submittal are an enforceable part of this NPDES permit. Part III Continued The permittee shall operate its approved pretreatment program in accordance with section 402(b)(8) of the Clean Water Act, the Federal Pretreatment Regulations 40 CFR Part 403, the State Pretreatment Regulations 15 NCAC 2H .0900, and the legal authorities, policies, procedures, and financial provisions contained in its pretreatment program submission. Such operation shall include but is not limited to the implementation of the following conditions and requirements: 1. The permittee shall develop, in accordance with 40 CFR 403.5(c), specific limits to implement the prohibitions listed in 40 CFR 403.5(a) and (b). 2. The permittee shall issue permits for construction, operation and discharge to all significant industrial users in accordance with NCGS 143-215. 1. These permits shall contain limitations, sampling protocols, reporting requirements, appropriate standard conditions, and compliance schedules as necessary for the installation of control technologies to meet applicable pretreatment standards and requirements. Prior to the issuance of a permit to construct or as a condition of the permit an evaluation of the treatment process proposed must be made as to its capacity to meet the permit limitations. 3. The permittee shall carry out inspection, surveillance, and monitoring requirements as described in its approved pretreatment program in order to determine, independent of information supplied by industrial users, compliance with applicable pretreatment standards. All significant industrial users must be sampled by the permittee at least twice per year for limited parameters. 4. The permittee shall enforce and obtain appropriate remedies for violations of categorical pretreatment standards promulgated pursuant to section 307(b) and (c) of the Clean Water Act (40 CFR 405 et. seq. ), prohibitive discharge standards as set forth in 40 CFR 403.5, and specific local limitations. 5. The permittee shall require all industrial users to comply with the applicable monitoring and reporting requirements outlined in the approved pretreatment program, the industry's pretreatment permit and/or in 15 NCAC 2H .0908. 6. The permittee shall submit twice per year 2 copies of a pretreatment report describing its pretreatment activities over the previous six months. A report shall be submitted to the Division by August 1 of each year describing pretreatment activities for January 1 through June 30 of that year, and a like report shall be submitted by February 1 of each year for activities conducted from July 1 through December 31 of the previous year. These reports shall contain the following information: Part III Continued a. a narrative summary of actions taken by the permittee to ensure compliance with pretreatment requirements and standards b. a list of any substantive changes made in the approved pretreatment program. c. a compliance status summary of all significant industrial users d. a list of those significant industrial users in reportable noncompliance with pretreatment requirements and standards, the nature of the violations, and actions taken or proposed to correct the violations e. sampling and analytical results recorded on forms approved by the Division f. upon request, other information pertinent to the implementation of the permittee's pretreatment program. 7. The permittee shall retain for a minimum of three years records of monitoring activities and results, along with support information including general records, water quality records, and records of industrial impact on the POTW. 8. The permittee shall publish annually, pursuant to 40 CFR 403.8 (f(2)(vii), a list of significant industrial users that have significantly violated pretreatment requirements and standards during the previous twelve month period. 9. The permittee shall maintain adequate funding levels to accomplish the objectives of its approved pretreatment program. 10. The permittee shall maintain adequate legal authority to implement its approved pretreatment program. 11. The permittee shall update its industrial user survey at least once every five years. 12. Modifications to the approved pretreatment program including but not limited to local limits modifications and monitoring program changes shall be considered permit modification and shall be governed by 15 NCAC 2H .0114. C. Previous Permits All previous State water quality permits issued to this facility, whether for construction or operation or discharge, are hereby revoked by issuance of this permit. The conditions, requirements, terms, and provisions of this permit authorizing discharge under the National Pollutant Discharge Elimination System govern discharges from this facility. Part III Continued D. Construction No construction of wastewater treatment facilities or additions thereto shall be begun until Final Plans and Specifications have been submitted to the Division of Environmental Management and written approval and Authorization to Construct has been issued. E. Certified Operator Pursuant to Chapter 90A of North Carolina General Statutes, the permittee shall employ a certified wastewater treatment plant operator in responsible charge of the wastewater treatment facilities. Such operator must hold a certification of the grade equivalent to or greater than the classification assigned to the wastewater treatment facilities. F. Groundwater Monitoring The permittee shall, upon written notice from the Director of the Division of Environmental Management, conduct groundwater monitoring as may be required to determine the compliance of this NPDES permitted facility with the current groundwater standards. G. Limitations Reopener This permit shall be modified or alternatively, revoked and reissued, to comply with any applicable effluent guideline or water quality standard issued or approved under Section 302(b)(2)(c), and (d), 304(b)(2), and 307(a)(2) of the Clean Water Act, if the effluent guideline or water quality standard so issued or approved: 1. contains different conditions or is otherwise more stringent than any effluent limitation in the permit; or 2. controls any pollutant not limited in the permit. This permit as modified or reissued under this paragraph shall also contain any other requirements in the Act then applicable. H. Toxicity Reopener This permit shall be modified, or revoked and reissued to incorporate toxicity limitations and/or monitoring requirements in the event toxicity testing or other studies conducted on the effluent or receiving stream indicate that detrimental effects may be expected in the receiving stream as a result of this discharge. 1. Chronic Toxicity Testing Requirement The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests, using test procedures outlined in: 1) . 'The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay Procedure - Revised *February 1987) or subsequent version. The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality is 39% (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, DEM from AT-1 (original) is to be sent to the following address: Attention: Technical Services Branch North Carolina Division of Environmental Management P.O. Box 27687 Raleigh, N.C. 2761.1 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 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. J. The permittee shall conduct a test for priority pollutants annually at the effluent from the treatment plant. The discharge shall be evaluated as follows: 1) A pollutant analysis of the effluent must be completed annually using EPA approved methods for the following analytic fractions: (a) purgeables (i.e. , volatile organic compounds); (b) acid extractables; (c) base/neutral extractables; (d) organochlorine pesticides and PCB's (e) herbicides; and (f) metals and other inorganics. The Annual Pollutant Analysis Monitoring (APAM) Requirement Reporting Form A and accompanying memo,to be provided to all dischargers affected by this monitoring requirement, describes the sampling and analysis requirements and lists chemicals to be included in the pollutant analysis. This monitoring requirement is to be referred to as the "Annual Pollutant Analysis Monitoring requirement " (APAM) . 2) Other significant levels of synthetic organic chemicals must be identified and approximately quantified. For the purpose of implementing this requirement, the largest 10 GC/MS peaks in purgeable, base/neutral extractable, and acid extractable fractions (or fewer than 10, if less than 10 unidentified peaks) occur for chemicals other than those specified on the APA Requirement Reporting Form A should be identified and approximately quantified as stated in the APAM Reporting Form A instructions. This part (item 2) of the APAM requirement is to be referred to as the "10 significant peaks rule". PART IV ANNUAL ADMINISTERING AND COMPLIANCE FEE REQUIREMENTS A. The permittee must pay the annual administering and compliance fee within 30 (thirty) days after being billed by the Division. Failure to pay the fee in a timely manner in accordance with 15 NCAC 2H .0105(b)(4) may cause this Division to initiate action to revoke the permit. ;r _, e tsr�rft: " -- i,. 'may,-,i - �2'' State of North Carolina Department of Environment, Health, and Natural Resources Mooresville Regional Office James G. Martin, Governor Albert F. Hilton, Regional Manager William W Cobey, Jr., Secretary DIVISION OF ENVIRONMENTAL MANAGEMENT May 10 , 1990 Mr. Peter Connet Post Office Box 1111 Statesville, North Carolina 28677 Subject : NPDES Permit No. NC0020591 City of Statesville Iredell County Dear Mr . Connet: Our records indicate that NPDES Permit No. NC0020591 was issued on April 30 , 1990 for the discharge of wastewater to the surface waters of the State from your facility. The purpose of this letter is to advise you of the importance of the Permit and the liabilities in the event of failure to comply with the terms and conditions of the Permit. If you have not already done so, it is suggested that you thoroughly read the Permit. Of particular importance is Pages 4-5 . Pages 4-5 set forth the effluent limitations and monitoring requirements for your discharge( s ) . Your discharge( s ) must not exceed any of the limitations set forth. The section headed "Monitoring Requirements" describes the measurement frequencies, sample types and sampling locations . Upon commencement of your discharge (or operation) , you must initiate the required monitoring. The monitoring results must be entered on the reporting forms furnished to you by this Agency. If you have not received these forms, they should be arriving shortly. If you fail to receive the forms, please contact this Office as quickly as possible. I have enclosed a sample of the "Effluent" reporting form (DEM Form MR-1 ) , plus instructions for completing the form. It is imperative that all applicable parts be completed, and the original and one copy be submitted as required. The remaining Parts of the Permit set forth definitions , general conditions and special conditions applicable to the operation of wastewater treatment facilities and/or discharge( s) . The conditions include special reporting requirements in the event of noncompliance , bypasses , treatment unit/process 919 North Main Street, Mooresville, N.C. 28115 •Telephone 704-663-1699• FAX 704-663-6040 An Equal Opportunity Affirmative Action Employer Mr. Peter Connet May 10 , 1990 Page Two failures , etc. Also addressed are requirements for a certified wastewater treatment plant operator if you are operating wastewater treatment facilities . Any changes in operation of wastewater treatment facilities, quantity and type of wastewater being treated or discharged, expansions and/or upgrading of wastewater treatment facilities must be permitted or approved by this Agency. Failure to comply with the terms and conditions of an NPDES Permit subjects the Permittee to enforcement action pursuant to Section 143-215 . 6 of the North Carolina General Statutes. A civil penalty of up to $10 , 000 per violation plus criminal penalties may be assessed for such violations. If you find at any time that you are unable to comply with the terms and conditions of the Permit, you should contact this Office immediately. A Consent Order may be necessary while pursuing action to obtain compliance. As a final note, an NPDES Permit is normally issued for a five-year period. Permits are not automatically renewed. Renewal requests must be submitted to this Agency no later than 180 days prior to expiration. Please make note of the expiration date of your Permit. This date is set forth on Page 1 of the Permit. Also note that NPDES Permits are not transferable. If you, as the Permittee, cease to need this Permit, then you should request that the Permit be rescinded. As mentioned previously, the purpose of this letter is to advise you of the importance of your NPDES Permit. Please read the Permit and contact this Office at 704/663-1699 in Mooresville if you have any questions or need clarification. We look forward to providing any assistance. Sincerely, D. Rex Gleason, P. E. Water Quality Regional Supervisor Enclosure DRG:pl . Date: April 12, 1989 NPDES STAFF REPORT AND RECOMMENDATIONS County: Iredell NPDES Permit No. NC 0020591 PART I - GENERAL INFORMATION 1. Facility and Address: Statesville Third Creek WWTP City of Statesville Post Office Box 1111 Statesville, North Carolina 28677 2 . Date of Investigation: April 10, 1989 3 . Report Prepared By: G. T. Chen 4. Person Contacted and Telephone Number: Mr. Steve Lambert, Assistant Director of Public Works; and Mr. Harold Anderson, Operator in Responsible Charge; 704/878-3438. 5. Directions to Site: From the intersection of I-77 North and U. S. Highway 70 in Statesville, Iredell County, travel east on Highway 70 approximately 1. 60 miles to the junction with Third Creek Road (S. R. 2354) on the right (south) . Turn right and travel on S. R. 2354 approximately 1.45 miles to the junction with a paved road on the right (west) which leads to the wastewater treatment plant. 6. Discharge Point - Latitude: 35° 44 ' 17" Longitude: 80° 50 ' 28" Attach a USGS Map Extract and indicate treatment plant site and discharge point on map. USGS Quad No. : E 15 NE 7. Size ( land available for expansion and upgrading) : Adequate land area available for expansion and/or upgrading, if necessary. 8 . Topography ( relationship to flood plain included) : Sloping toward the receiving water at the rate of 3-5%. The treatment plant is not in a flood plain. 9. Location of Nearest Dwelling: None within 1000 feet of the treatment plant. 10 . Receiving Stream or Affected Surface Waters: Third Creek a. Classification: C b. River Basin and Subbasin No. : 03-07-06 Page Two c. Describe receiving stream features and pertinent downstream uses: Fish and wildlife propagation, secondary recreation, agriculture, etc. Downstream users are not known. PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. Type of wastewater: 68% Domestic* 32% Industrial* a. Volume of Wastewater: 4. 0000 MGD 1. 4000MGD* *Current Average b. Types and quantities of industrial wastewater: At present the subject facility receives wastef low from seven (7) industries that are in the Industrial Pretreatment Program, developed and implemented in accordance with both Federal and State Guidelines by the City of Statesville. The total volume of industrial wasteflow is estimated to be approximately 442,000 gpd. The major contributing sources are from Southern Fastening Systems (manufacturing metal screws - 170,000 gpd) , Rental Uniform Service, Inc. ( 82,000 gpd) , and Uniglass Industries (making fiberglass fabric - 81,000 gpd) . In addition, Piedmont Industrial Plating Company is also a principal industrial waste contributor (Categorical Plating - 2, 000 gpd) . c. Prevalent toxic constituents in wastewater: Ag, Cd, CN, Cr, Cu, Ni, Pb, Zn, etc. d. Pretreatment Program (POTWs only) : Approved 2 . Production Rates ( industrial discharges only) in Pounds: N/A 3 . Description of Industrial Process ( for industries only) and Applicable CFR Part and Subpart: N/A 4. Type of Treatment ( specify whether proposed or existing) : The existing facility is a 4. 0 MGD extended aeration-activated sludge plant which consists of bar screen, flow measurement, influent spiral lift pumps, dual aeration basins with mechanical aeration, dual clarifiers with sludge returns, aerobic sludge digestor, sludge thickener, sludge filter press and chlorination. • Page Three 5. Sludge Handling and Disposal Scheme: Excess sludge is treated in an aerobic digestor, sludge thickener, filter press and disposed of in a designated landfill under Permit No. 13849 issued by the Division of Environmental Management. This Permit expires on October 31, 1991. 6. Treatment Plant Classification: Class IV 7. SIC Code(s) : 4952, 3452, 7219, 2221, 2261, 2511, 2295, 3471 Wastewater Code( s) : 01, 40, 55, 56, 57 PART III - OTHER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grants Funds (municipals only) ? N/A 2. Special monitoring requests: N/A 3 . Additional effluent limits requests: N/A 4. Other: N/A PART IV - EVALUATION AND RECOMMENDATIONS A review of the past monthly self-monitoring reports, from March, 1988 through February, 1989, indicates that this facility is in compliance with Permit effluent limitations. However, recent Aquatic Toxicity evaluation tests conducted by the Division of Environmental Management in January, 1989 indicated that effluent generated from this facility has caused toxic responses to the test organism Ceriodaphnia sp. in that the reproduction of the test species was inhibited. This would imply that the subject facility has not been able to adequately treat the wasteflow from industries, and/or the Industrial Pretreatment Program has not been properly implemented. It is advisable that the Permittee identify and resolve the problem(s) accordingly. It is recommended that the Permit be renewed as requested by the applicant. tf. Signature Report Preparer a l2� Water Quality Regi nal Supervisor cs,......-da . UNITED STATES f ,...\,,, • DEPARTMENT OF THE INTERIOR Ar D,:seitaits p4in . -,,--<- GEOLOGICAL SURVEY 80°5230" 1 5120"r"E. 3.9 MI. TO INIERSTArE 40 i 514 515 50' 53)-1, ,, -- ---.' 1 •.;,! ) -- k(i .;50 :' , :.,_1,,,,,,; ,:t_., , i,.: ,..„,,,..„-:'/ .------7:" _,.4), -,:-: //,'(:_:---;),1,-/-:7 q,,,,s:s_\I;•-u!.),, 1 c., ,, ,,,.:_ ,. .-, , , ..,... •:,/, , ,, tl, - / ._.),„, ..,,, <> _j_j,. / i /\, i bit_, g/ .v4/ ',_, . (f. . :.,::::::.: . ‘.-- :)!: ( : .`"-• / 0 ----)0-) ,________-••"<b -- 3.!! 11 1‘ 1 ,---_,- ••••.k.:\'''.,-',,...\ 111-111) 10("— ' i°;:-;.\-N\:;...v... _":".././. -:\ie.,\C\ '*:. , tfe-T.-4:,!,j- „/---A-T-,i--- __,-,----,,, ‘,. • "55 \ •.j..,---.--/2-''.• • ••(•.1./___ (1\111,11 1:4 . . / /,,-:19 . i • :i 1 . '; • I 0 C5I C9) 0 \„ 's\sL... "........... .,... ...,. 850 ,-- Lc) A.__ z.. )1,.., • ,...."-N--... 750 . • 0•,,f .1 kE i',. .• . •-50 () i'.) ---- ' II,-• : / .-V -c ..) , ,,z; .• •, 0 : 0 ... \‘',\.) I, ,d --, ---- ,I--,‘ • .•244 .....t7 ,7, ., g? ) '../ i•.', : -, y;/,_\.) ,, 2. Ns;\.., 7A--,z) .I) '9,,b, .. /45) . r. • i ---.) 135,...P2) ....V cl 4,9 -4,:z • . \• ,_ , `. ..:'' ..&,.. - •III ,\ -\\ • , .,‘ IN. \‘•t'- ',- •• ..--- ' ) t I :t ,„ ,(L.„ , 1 • ! ' 's (2•It '' ._ d / / ,...___• ..1- / \‘'r. - , ' s • 1-:,\,`,'"-> 1 / 1 ' • ---;'-' ,,. .__- : . ‘" Li.) ..'.§ 3053 •_,,, ,_-----_______, -,......_ --, , , , ,.... ...,, \••=•.' I .-"-\' .\'''' '/'(' ' -\ f-:---N' i) _.,,21-.1 it' •••• V\ .,, S, IL -.-,1 1:1 e"‘ - .,.- .-. ' ' \ s : 17, •, 4,7r-- : \ s,''''.. `,...':.•___---",-/7)1 ;' .., . _ -7.-----', '. ----- ."-- -::_-.:," , •'. /I : \----- — ----''-,"-: /C'7: .•‘. -1.1:: 4.-4----'-\ --- '--/ i V...:-.-'-n -'\ -- < ' ._-----_ --------- ;s_. -.'--,);,/, .)) \- __\'_' '..\.:'''-- ._.---------- ) .1;,-•!:----:-7..,' i t\,\..\,..\, ," , I I \ 1 -Ni - -=-.-2-r-1-::,--'?=' ' l''';„, _,\ il- 1,\_,,‘, ,_.--- ,'\II I ,r ‘j----- ----- L • ';\,,` ,- .A.4 , :2 - Th ,...,,,N. \--, ' i "( V" -' • -,_--- ---,4',„ '--.)yr 50--:1:11,.) 1 r, , /,,, ,, . \Th 7-----) \ \.,'\)\ )• ,/ /r :_-.. ,---'_-_)_ ,--731111-)z.,Y -,)c ,,:--6 i/? _/, • . ... -' .000-'N i 'r -- ---- ,-) % )\',\.. — \.' ' -I( .r:N,.`9% ' 'A'',•„‘\'';.•&._.: 'll .:-:•:-3-A<7.' .7----,,_ -;\ 7) '-• C-,Ck i i 1 III - s- \- ' 1) ) ,•.,.;'•,''---•-• \I -jij -,\ ‘''', '`•-..1,_•--. -- ..1!. ("--72.:-).1 i\\ ' ----:::-::-..-'' / ' L- •• ---_,---7", )1. •---. -----' \--,---__J ,"'s -----,,,x‘'‘`• -..._,:_-.:.-II-----, i!"/, - \I. -(----;j-2--it: (. .-_------.3-,\'' ) 1;-<-)1 (((/' ----- ----- - ----''•\ ` ---64-" I; <--: '1"r\'' ''---- -\-•- iti '•i / ''''r\-- Iii --,-.--T , ---' `'.‘ ,,/ i , j 11 ---2/ . ;-:----'--„-- -- \\:•` g ) ,-, \: • ... s___::.,:__,7„.„-E-,_ i; :.,tyif 1 __ ‘.-,,,.,,j„ ,„ , ,-,,,,, ,, , __..1 ,,7--,z, ' - -,-1,r - ,, ,-,1-Y-----..- ----,N- , ' 'if( r( \,----t___-------------t-----;-L_z_„!,Sha.t1;:b,4ve Ch:./.F,'''/-q-,.._.„•;:-71‹---\\_. -- ------...\ 3952 ,• __.) i, 7 ) 1'\ .k---,_::::- • ,y,,,-- ___.....„_:-^ , .:: .,- _ 1/) ', ‘\'Y..- li; \‘‘.k• -•, .--.7...-_-;„, ,.)1 f, . - `cy;;;;; ,, .:,.______(\,,i , i _ 7 :-..„- ' ) ...\it \\_,...____0.4.1.\.; ‘.- -.*.-_:-----::::-.7-- , '• -,,-,\--._-,). •,,r,:-'::.-:_-_----. ------\---__i 42'30"-'---- --`-'-" N.,\ - n i - \\,---_- , ,1 ft ,//,7,-.2.,---, :,.4 :,--•?..L12 • (4iv. ;,.___,---906,—,,,,„: . . ,-- ,, I % "j1. :..., \No. •I 0 ) r,-,i, .4,-,.,,_ - • • ,---11V 4.(1 __ - ..,„, , i" - %ile.../..._1.- ____( Lviii9.----..„,- _-. ....-_ ,.• r 3951 d'q, __-.,,,,:_-___--,itel A / :i.:7,-7,-----. `''• - \ , :toi..1., 1. '••"' :' ' ' 4, • --7‹cb ..•'„. •"•.. ., ,, 9t: • r5 ••-•,*r 1-; ..'J..' ,, .i'''''• 04) 41/ . _ ,r%"‘•I iti , '‘f'7 .* L\----r---_, -. ,. .„, . , .Y'' '';:•!-- -+ `-, .1_/ , , ,ho. ..... •-ve,,, .1 , 14‘ , 0 .._ ; ,. ....,z ,., ..."77:"•i,4. 1 - //- • -. :i.:_.'' -5 4. 7 A\ '- '''''• ,_; -'`-'.:- e. .': '•.' %''-3 C - A \'''y zr ' -\.:-__ ft 9 t • '.. ' .4 :••• ..'•4 , I\ ' :,...,- •--'-•;11'. 2...;": 'f.rm...',?Z' •_ i-- • a '', --:; . • • • _ • L__ 7-\ IV-- . . ,-. ,rr::-\.-;-, .1'..„--1-"-n-;•- •—::---).fx._ ,. __... . ^ . ' GKEX78/MY 04/12/89 COMPLIANCE EVALUATION ANALYSIS REPORT PERMIT--NC002059i PIPE--001 REPORT PERIOD : 8803 -8902 LOC---E FACILITY--%TATE%VILLE-THIRD CRK WWTP DESIGN FLOW-- 4.0008 CLASS--4 LOCATION-- REGION/COUNTY--03 IREDELL 50050 00310 00530 00610 31616 50060 80380 MONTH Q/MGD ]BOD RES/T%S NH3+NH4- FEC COLI CHLORINE DO 88/03 1 .3612 5.33 13.6 . 19 38.5 . 182 9.88 88/04 1 .3233 5.33 14.4 .28 25.3 .215 8.52 88/05 1 .4032 3.32 10.2 . i1 20.0 .247 7.99 88/06 1 .5000 3.58 i8.9 .24 30.4 .227 7.51 88/07 1 .4064 3.73 14.7 .34 29.8 .305 7.34 88/08 1 .5806 3.01 13.6 . 13 56.2 .244 7.20 88/09 1 .5133 3.57 13.0 .07 35.0 .314 7.71 88/18 1 .4258 3.99 15.5 . i8 58.9 .259 8.72 88/11 1 .3666 5.52 14.5 . 17 38.8 .290 9.01 ' 88/12 1 . 1354 6.21 17.8 .08 58. 1 .250 10.22 89/01 1 .3741 5.64 16. 1 . iO 6.5 .210 10.02 89/02 i .6392 4.87 16.5 . 13 10.9 . 190 9.73 AVERAGE 1 .4190 4.50 14.2 . 16 34.0 .244 8.65 MAXIMUM 4.0000 16^30 94.0 2.46 7200.0 .500 12.00 MINIMUM .6000 1 .20 4.0 LESSTHAN LESSTHAN .00O 6.30 UNIT MGD MG/L MG/L MG/L -mw-/i00ML MG/L MG/L �'?�_ 1,"Q� i►�'�'� -t•.. J.°X c _.v4.� ...sa. -',.,.�.Y:1. � _. � 'r.1M1'...`•7' _ 87 � %- —°'`l� r o Aas SINE IPv T8 iOF r. �°�aLL., m = `l" vit 11ND RAL v s N 'AEI OPh2r-, r. 1 State of North Carolina MAR 1 6 1g89 Department of Natural Resources and Community Development Division of Environmental Management 111/S1017 OF ENVIRRNMENT4i. r - g' r 512 North Salisbury Street • Raleigh, North Carolina 276 UORESVHLE RfGi ��i l ,;;y James G. Martin, Governor R. Paul Wilms S. Thomas Rhodes, Secretary � ,' I j IV? Director �> - o `' Subject: NPDES Permit Application ,,, NPDES Permit No. NC00 ., '.,t r l , l County fi, Dear r'f1 ''t villo<,'e� This is to acknowledge receipt of the following documents on x. . ,/ i",° : 5; Application Form, Engineering Proposal (for proposed control facilities) , ; ", ,, Request for permit renewal , , Application Processing Fee of $ Jcc ,t4s, , ' 7 Other ',i' The items checked below are needed before review can begin: ' Application form _ (Copy enclosed) , x: Engineering Proposal See Attachment) , P° Application Processing Fee of $ i'` e Other If the application is not made complete within thirty (30) days , it will 0,, ;;a be returned to you and may be resubmitted when complete . ` This application has been assigned to 7. (919/733-5083) of our Permits Unit for review. You will be advised of `: any comments recommendations, questions or other information necessary , for the review of the application. g' ° I am, by copy of this letter, requesting that our Regional Office • '''k ' Supervisor prepare a staff report and recommendations regarding this discharge . If you have any questions regarding this application, please #, contact the review person listed above. ` ` i. If Sincerely, s /` A thur Mouberry, P.E. 4 dd I !' f "`^Supervisor, Permits and Engineering 4 14 ,,V Pollution Prevention Pays w Por A. .O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733-7015 • • • • NORTH CAROLINA DEPT. OF NATUi2AL RESOURCES AND COMMUNITY DEVELOPMENT ENVIRONMENTAL MANAGEMENT COMMISSION —, NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM FOR AGENCY USE APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER 44401004251 l STANDARD FORM A —MUNICIPAL SECTION L APPLICANT AND FACILITY DESCRIPTION RECEIVED Unless otherwise specified on this form all items are to be completed. If an Item is not applicable indicate'NA.' ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED.`R1r!ER TO BOOKLET BEFORE FILLING OUT THESE ITEMS. PERMITS & kIVUIIVEERING • P/ease Print or Type • 1. Legal Name of Applicant 101 City of Statesville j (see Instructions) • 2. Marling Address of Applicant (see instructions) Number&Street 1028, _P. 0. BOX 1 l i 1 City 1020 Statesville _ State 102e North Carolina Zlp Code toga 28677 3. Applicant's Authorized Agent (see instructions) Name and Title 103a Peter Connet _ City Manager • Number&Street 103b P . 0. Box '. ?. ' ] • . _ City 103e S t at e s v i i le State 1030 North Carolina ZipCode mg 28677 Telephone 103} 704 R78-3583 Area Number 4. Previous Application Code If a previous application for a per- mit under the National Pollutant Discharge Elimination System has been made,give the date of _84_0_6_0_6 application. 104 YR MO DAY I 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. PP�PY m_ CLlnnet _ 102* City Manager Printed Name of Person Signing Title 82 0 6 Cry 3D2t YR MO DAY Signature of Applicant or Authorized Agent Date Application Signed North Carolina General Statute 143-215.6(b) (2) provides that: Any person who knowingly makes any false statement representation, or certification in any application, record, report, plan, 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 with, 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 not to exceed $10,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a punishment by a fine or not more than $10,000 or imprisonment not more than 5 years, or both, for a similar offense.) • • • FOR AGENCY USE 5. Facility(see instructions) Give the name,ownership,and physi- cal location of the plant or other operating facility where discharge(s) presently oecur(s)or will occur. Third Creek Wastewater Name tABR Treatment P] ant, City ,of Statesville, NC Ownership(Public,Private or Both Public and Private). t0me ®PUB ❑PRV ❑BPP Check block If a Federal facility 100e 0 FED and give GSA Inventory Control Number 101d Location: Number 6Street 1os.: SR #2354 AKA Third Creek Road City 1oif : Statesville County U*0 I r e d e l l State this.•: North Carolina _. 6. Discharge to Another Municipal Facility(see instructions) a. Indicate if part of your discharge 1064.: ❑Yes ®No Is 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 NlA Name '100b Number& Street 10Ea City 10116 — • State Zip Code 106f c. Facility Which Receives Discharge 1064 N/A 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 1061t • H/A mgd (mgd) 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- clude Intermittent or noncontinuous. • overflows,bypasses or seasonal die- • • charges from lagoons,holding ponds,etc. I-2 . FOR AGENCY USE • • Number of Total Volume Discharged, Discharge Points Million Gallons Per Day To: Surface Water 107aT 4* ¢ -40 Surface Impoundment with N/A N/A no Effluent 107bT 1 Underground Percolation 10/et N/A n `1 N/A Well(injection) 107tlt N/A 1070: N/A Other to,. N/A N/A Total Item 7 10711 _ 1 ._ 1 ns 1 .40 if'other'is specified,describe 10781: N/A If 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 MC:. N/A • points for the facility that are • discharge points.(see Instructions) • b. Facility Overflow Points NSA indicate the number of overflow ' 10818. points to a surface water for the facility(see instructions). e. Seasonal or Periodic Discharge Points indicate the number of 100, NiA points where seasonal discharges occur from holding ponds, lagoons,etc. 9. Collection System Type • Indicate the type and length(In 10118 • miles)of the collection system used by this facility. (see instructions) Separate Storm 0 SST Separate Sanitary • 13SAN Combined Sanitary and Storm ❑CSS Both Separate Sanitary and • Combined Sewer Systems 0 BSC Both Separate Storm anC Combined Sewer Systems 107 ❑SSC Length • 55 miles 10. Municipalities or Areas Served Actual Population (see instructions) Name • Served 11fa City of Statesville ;:' 11 ,900 11sa Iredell County 1t 100 lta, sa 11os ';sa11' t t itta 1.1.74pbs Total Population Served tip€=. I-3 • • FOR AGENCY USE • • 11. Average Daily Industrial Flow Total estimated average daily waste >aY ' '4 mgd 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. • • 12. Permits,Licenses and Applications List all existing, pending or denied permits, licenses and applications related to discharges from this facllity.(see Instructions) For Type of Permit Date Date Date Expirat.on Issuing Agency Agency Use or License ID Number Filed issued Denied Date V R MO/DA V R/M A V t1 f# j / /DA Ft/MO/DA x • • 1.. ate of . # , z�, ;: Qper,atira #1669 84/6/6 84/10/1 89/9/30 • 2' USEPA NPDES NC0020591 3. • 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 FOR AGENCY USE r SECTION U. BASIC DISCHARGE DESCRIPTION Complete this section for each present or proposed discharge indicated In Section I,Items 7 and e,that is to surface waters. This Includes discharges to other municipal sewerage systems In which the waste water does not go through a treatment works prior to being discharged to surface waters. Discharges to wells must be described where there are also discharges to surface waters from this facility. Sep descriptions of each discharge are required even If several discharges originate in the same facility. Ali values for an existing discharge should be representative of the twelve previous months of operation. If this is a proposed discharge,values should reflect best engineering estimates. ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER TO BOOKLET BEFORE FILLING OUT THESE ITEMS. t. Discharge Serial No.and Name NC0020591-1.03 a. Discharge Serial No. 1201s.' (see instructions) b. Discharge Name SOib Third Creek WTP Outfall Give name of discharge,if any• (see instructions) a Previous Discharge Serial No sate N00020591-103 If a previous NPDES permit application was made for this dis- charge(Item 4,Section I)provide previous discharge serial number. 2. Discharge Operating Dates a. Discharge to Begin Date 202e. It the discharge has never YR MO occurred but Is planned for some future date,give the date the discharge will begin. b. Discharge to End Date if the dls• 202b charge is scheduled to be discon- YR MO tinued within the next 5 years, give the date(within best estimate) the discharge will end. Give rea- son for discontinuing this discharge in item 17. 3. Discharge Location Name the political boundaries within which A eng cy Use the point of discharge is located: State 2es4 North Carolina ........,_ County 282b Tr do 1 1 County (if applicable)City or Town 303e ION< 4. Discharge Point Description (see instructions) Discharge is Into(check one) Stream(Includes ditches,arroyos, 2 QSTR and other watercourses) Estuary ❑EST Lake ❑LKE Ocean 0 OCE Weil (Injection) ❑WEL • Other ❑OTH If'other'is checked,specify type 341411 • 3. Discharge Point—Lat/Long. State the precise location of the point of discharge to the nearest • second. (see instructions) Latitude see. 35 DEG. 44 MIN. 25 SEC Longitude la_ 80 DEG. 5MIN. 21 see-- • II-1 This section contains 8 pages. • • DISCHARGE SERIAL NUMBER FOR AGENCY USE 8. Discharge Receiving Water Name Third Creek Name the waterway at the point of OB. dlscharge.(see instructions) For Agency Use For Agency Use rnirrirril roes:, 303e If the discharge Is through an out- E1I fall that extends beyond the shoreline a , or is below the mean low water line, complete Item 7. 7. Offshore Discharge a. Discharge Distance from Shore BOMB N/A feet b. Discharge Depth Below Water Surface Ben feet If 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. 8. Bypass Discharge(see Instructions) a. Bypass Occurrence Check when bypass occurs Wetweather 200*1 Oyes ❑ No. This section Not Applicable Dry weather to this Discharge. ❑Yes ❑ No b. Bypass Frequency Give the actual or approximate number of bypass incidents per year. Wet Weather 201b% times per year Dry weather ,. 0W times per year c. Bypass Duration Give the average bypass duration in hours. Wet weather ..*OBla hours Dry weather q hours • d. Bypass Volume Give the average volume per bypass incident, In thousand gallons. Wet weather41 thousand gallons per Incident Dry weather 40042 thousand gallons per Incident e. Bypass Reasons Give reasons why bypass occurs. BOBO • Proceed to item 11. 9. Overflow Discharge(see instructions) This section Not a. Overflow Occurrence Check Applicable to this when overflow occurs. Wetweather $0081 ❑yes ❑No Discharge. Dry weather '1O0s* ❑Yes 0 No b. Overflow Frequency Give the actual or approximate incidents per year. Wet weather "IMO( times per year Dry weather times per year • II-2 • DISCHARGE SERIAL NUMBER FOR AQENCV UNE Lam... c. Overflow Duration Give the average overflow duration In hours. Wet weather 20001 hours Dry weather Hours d. Overflow.Volume Give the average volume per overflow Incident in thousand gallons. Wet weather41 thousand gallons per Incident Dry weather 201110. thousand gallons per Incident Proceed to Item 11 10. Seasonal/Periodic Discharges This section N O t a. Seasonal/Periodic Discharge Applicable to this Frequency If discharge Is Inter- *11 times per year mittent from a holding pond, • Discharge . lagoon,etc.,give the actual or approximate number of times • this discharge occurs per year. b. Seasonal/Periodic Discharge • Volume Glve the average thousand gallons per discharge occurrence volume per discharge occurrence In thousand gallons. c. Seasonal/Periodic Discharge Duration Give the average dura- *100 days lion of each discharge occurrence In days. d. Seasonal/Periodic Discharge Occurrence—Months Check the VIt ❑JAN ❑FEB ❑MAR months during the year when the discharge normally occurs. ❑AP,R ❑MAY ❑JUN ❑JUL ❑AUG ❑SEP Tc :: Sig ❑OCT ❑ NOV ❑DEC 11. Discharge Treatment a. Discharge Treatment Description ; Describe waste abatement prac- tices used on this discharge with a brief narrative. (Seelnstruc- - Treatment consists of screening , extended lions) aeration with sludge 9 recirculation , chemical treatment , clarification , waste sludge removal , sludge thickening , aerobic sludge digestion , sludge dewatering by Filter Press , sludge disposal by landfill , and chlorination of final effluent . II-3 k c �y u!e +. 'ER, -' pf°J� :..gip. • a s DISCHARGE SERIAL NUMBER FOR AGENCY USE 111:k i'^3'C b.- Discharge Treatment Codes :fcC Using the codes listed in Table I 21 LM S, ASE N , P TA, of the Instruction Booklet, describe the waste abatement UP , XN processes applied to this dls charge in the order in which - .. they occur, If possible. fi `' Separate all codes with commas except where slashes are used r{�y _y 16., ,,•• to designate parallel operations. If this discharge Is from a municipal waste treatment plant (not an overflow orfi •' bypass),complete Items 12 and 13 °'' 44 - 12. Plant Design and Operation Manuals -:'.j=. Check which of the following are currently available ` a. Engineering Design Report 212* 0 " b. Operation and Maintenance x+, Manual ail1*- in i r Y '' 13. Plant Design Data(see instructions) a. Plant Design Flow(mgd:) IMAI, 4.000 mgd �mi b. Plant Design BOD Removal (%) 21sp:: 85 % c. Plant Design N Removal (%) 2126 0* % ;:tt d. Plant Design P Removal (%) 113d 0* % -,i,; e. Plant Design SS Removal (%) 211M 85 % f, Plant Began Operation (year) 21s1 1973 g. Plant Last Major Revision (year) 2132 None *Not a design consideration . II-4 . DISCHARGE SERIAL NUMBER • FOR AGENCY IUSE• ll 14. Description of Influent and Effluent(see Instructions) Influent Effluent • m Parameter and Code o °> o 'Ba. 224` d Q > X > e .o o0 RI 0 es tE F- [ a . 3u t T1 11 e` < o Q > Q > -1 sa ILQ zQ E, (1) (2) (3) (4) (5) (6) (7) Flow 365 51005U illion gaUonsper day 1 .40 1 .40 1 .32 1 . 50 Continuous • pH • Units 00400 7 .4 7 .6 5/7 250 G Temperature(winter) ° F 74028 53 F 49 F 43 F 56 F 5/7 125 G Temperature(summer) °F 74027 68 F 67 F 57 F 76 F 5/7 125 G Fecal Streptococci Bacteria Number/100 ml 74054 (Provide if available) Fecal Coliform Bacteria Number/100 ml , 74055 (Provide if available) 58 5/7 250 G Total Coliform Bacteria Number/100 ml 74056 • (Provide if available) - BOD 5-day Comp mg/1 00310 152. 3 4.81 3 .02 8 .39 5/7 250 244 Chemical Oxygen Demand(COD) mg/I 00340 Comp (Provide if available) 2i, 478 .8 59 .08 43 .42 81 .40 1/7 50 /24 OR • Total Organic Carbon(TOC) mg/1 00680 (Provide if available) • (Either analysis is acceptable) Chlorine—Total Residual mg/I 50060 0 0. 28 0 . 18 0.48 5/7 250 G II-5 DISCHARGE SERIAL NUMBER FOR AGENCY USE] 14. Description of Influent and Effluent(see Instructions) (Continued) Influent Effluent rl a, � u XJ u Parameter and Code > I) o 'a o a o d 1 < < x > x > o o v 7 u I) u °� n 1 2 l3 u `2 a o > :� > $'� 7 ' I*< > < > -1 < xa Ir. < z < (1) (2) (3) (4) (5) (6) (7) Total Solids mg/I Comp 00500 863 445 362 531 1./7 50 2 1 Total Dissolved Solids 2 o me mg/I 24 70300 599 430 352 511 1/7 50 /24 Total Suspended Solids Comp mg/I 2 4 00530 264 15 10 20 5/7 250/2 Settleable Matter(Residue) ml/I 00545 5 , 1 ' . 1 < . 1 < . 1 5/7 250 G Ammonia(as N) "rmp mg/1 00610 2 4 (Provide if available) 8 .40 0. 5 0. 14 2 .75 1/7 50 4 Kjeldahl Nitrogen mg/I 00625 (Provide if available) Nitrate(as N) mg/I 00620 (i rovide if available) Nitrite(as N) mg/I 00615 (Provide if available) Phosphorus Total(as P) Corn? mg/I 00665 2 4/ (Provide if available) 1 . 12 0. 7 1 .46 . 1/3 0 12 '.-2 4 Dissolved Oxygen(DO) mg/1 00300 8 . 71 7 . 20 10.61 5/7 250 G II-6 • DISCHARGE SERIAL NUMBER FOR AGENCY USE • 1S.Addlttonal Wastewater Characteristics Check the box next to each parameter If It Is present In the effluent.(see Instructions) Parameter Parameter Parameter (215) (215) (215) a c+. Bromide Cobalt Thallium 71870 01037 01059 Chloride Chromium Titanium 00940 X 01034 X 01152 Cyanide Copper Tin 00720 x 01042 - X 01102 Fluoride Iron Zinc 00951 01045 01092 X. Sulfide Lead % Algicidese 00745 01051 x 74051 Aluminum Manganese Chlorinated organic compounds* 01105 01055 74052 Antimony Mercury Oil and grease 01097 71900 00550 • Arsenic Molybdenum Pesticides* 01002 01062 74053 Beryllium Nickel Phenols 01012 01067 X 32730 • - X Barium Selenium Surfactants 01007 01147 38260 X Boron Silver Radioactivity' 01022 01077 x 74050 Cadmium 01027 X i 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 Chemical Names for the Ingredient Statement 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. II-7 • DISCHARGE SERIAL NUMBER 16. Plant Controls Check If the follow- • FOR AGENCY USE Ing plant controls are available for this discharge Alternate power source for major - - pumping facIlity Including those ;@fi:e:>:5< . for collection system lift stations � ❑APS Alarm for power or equipment ? :f failure ❑ALM 17. Additional Information Item Number Information • • • II-8 oil. $. GOVERNMENT PRINTING OFFICE. 1 73 O-508-432 • • FOR AGENCY USE STANDARD FORM A—MUNICIPAL SECTION III. SCHEDULED IMPROVEMENTS AND SCHEDULES OF IMPLEMENTATION This section requires information on any uncompleted Implementation schedule which has been imposed for construction of waste treatment facilities. Requirement schedules may have been established by local,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 III FOR EACH ONE. 1. Improvements Required _ FOR AGENCY USE a. Discharge Serial Numbers SOO Sctidlf .. L.,->. Affected List the discharge ' serial numbers,assigned in Sec- tion II,that are covered by this implementation schedule b. Authority imposing Requirement 30a Check the appropriate Item Indi- cating the authority for the im- plementation schedule. If the Identical Implementation sched- ule has been ordered by more than one authority,check the • appropriate Items. (see In- structions) 20lb FLOC Locally developed plan ❑ARE Areawide Plan 0 BAS Basin Plan State approved Implementation - ❑SQS schedule Federal approved water quality 0 WQS • standards Implementation plan Federal enforcement procedure ❑ENF or action • ❑CRT State court order • ❑FED Federal court order c. Improvement Description Specify the 3-character code for the General Action Description In Table II that best describes the Improvements required by the implementation schedule. 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. submit a separate Section III for each stage of construction planned. Also,Ilst 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 MOD description 301e 3-character specific action SEC 1PU descriptions 301d 2. Implementation Schedule and 3. Actual Completion Dates Provide dates imposed by schedule and any actual dates of completion for Implementation steps listed below. indicate dates as accurately as possible. (see Instructions) Implementation Steps 2. Schedule(Yr/Mo/Day) 3. Actual Completion(Yr/Mo/Day) a. Preliminary plan complete 302a / / 30R0' -/-/- b. Final plan complete 302b ___/_—/_ ,30ab o-oo/.-/- c. Financing complete&contract 3030 /-/--. 3036 88/ 11/ 17 awarded M d. Site acquired 3020 • e. Begin construction 3020 /-/ ** 0000 / / f. End construction 302f 89 / 7 /1 *p$'> g. Begin Discharge 302o / • -/-/- • e h. Operational level attained 3021E -/-/- '. -/-/- *Additional acquisition unnecessary. **Pending delivery of equipment . III-1 This section contains I page. GPO 865.707 . Third Creek. Flow Diagram__ _ I. Bar Screen 2. Waste Sludge Draw-Off 3. Return Sludge Metering 4. Spiral Lift Pumps 5. Aeration Basins 6. Fixed Aerators 7. Final Clarifiers a Chlorine Contact i .-. (----- 9. Aerobic Diigoctor 10. Sludge Thickener O O II. Sludge Press 0 O (C)E ®II 9 0 0 0 0 . II O O 5 ...) 5 10 / t t \ (-- — Iø ® i 0 1 7 :...) c t 3 / • a) 2 cr y --� 02 46 Flow Measurement l' 1 I 3rd Creek Outfall .. ' Influent Influent I MGD Clarifier Effluent MGD v•-.• l 3.1 ..I ..7....._....:11e ' \‘ •..., N .•$%1•• II 2./ .," , •ii I; .- i j... . s •% .• ... ' ... 1. ' . ..71"...1",.......;:,'•. •••7••••)... ... •1 II I ....,„,• .. 1 ,,, 4,. ‘ ; .. •11.1.$ 9 • r;111- . ,, . • . , . ., i . ... - all's 4••• At lX5 ',v.% 1.• .... ........, •.:. ...... ...:......./..;:••••••• • ,:.J.' .4' 4 NI Brodford l__, . - . t''''. ' •" f •,•• .... 1 . 4,4,:4' WI t, it t s •:,1'::::" ...7.---, ,. ,,---s- - i .i........ Crossroads = 4..4,, e'---- 0 '•-. '' 64 -A.- I..• U •-•-• .h. r *-... . • STATESVILI AIL •••• .. , • OW .,',„6.1:, hi 1 ,te s'-• . t ----' ... •• . , *'.' ••••••-- i •+ •4114.1. -.\4....- 4, b 4 ,. .r... I :.,,s•7 a 'al ..!•" / 7 o - • ..., • • • • z un,..“ ,...,........,.. ............,.. ....,„ 6.,.,,,,,_77,77;., f ....--- . 0611.11110 I•- & II V 1 •• ..• -••••••••••••%,. ''.2,•• _ • aroserr-...-,, ., s r "t4.74asts.•.tr ----.:-„, •,..1.CIO II 6 KiP6 e ......- : S? ;...' • , • •I3 JO•it A' • a :I:5 .. Celeste .1:1 Em 4. , i = ' .,:. r ,... --.--, „.;.• 4.' - Sharon t',,,,, Henkel .•mtSol. 010 A:1...,.• ..VS..... i,-.,:...% ,,,I..::.;. .‘ ...1...,•.:.11T10,4 0 e..xt• iun,......., . ..- .. ......•' la•t3....,f I ' ,,,4/ I., t'• ,i• I I • z ... •• Ill 1 ...... / _.t/ . :' .0/ :1,"' i''''.6. • .• • .0.4. • .f. i••• ..., .. L 0 I,... .i1 .'. •'1? . '?"""'I I'n i .7 •••// Pf.• , / _ ei',,,., ••• •II:ISA:VI...,-•: * ', ...'s..et, ; t• w,..., , ,....41/4.1;f.Va ptt ' I • •-?,:°e. I ••• ',' 17'2:1"71 •i•,'; ;i ' t-,..ckt ." .../.." 0.1 401' ."4 4".... ' - 6...f. I., • 4.4 • ...., .* 4s, 1.. ..;,, •1 e ....... 41/ ..,..,. .,. •.sy ..,.- •,,. I 'i -...--.••4, . I ircrlP 1• 115 tIv. ...•. ... .... ....1 ‘1/4‘ IX .. INV* • , ell.'" •- 1/41 , \ I . I t--1 -- :" ?11:':, ...t( sr o.sne,74+' 1., is...: 7.... ,I.I.c./) ,....,,, ._ /344 •I• •.}. i 4' 1 1.. •• ..'".. '•r c..r '`'. ....:. • ..' :1 ''.. ,01„14.4114.,,I. ..........,... ' ,,..• .-••.1.,. ,. ,.'.'... ...-; •41, ../ c. P.\ ..,1, 3• ,,‘. ,., i.• ,..' ••• - ...• / .., i ...se/ l'i•ttttttttttt ••• ‘' ••• ••• ..... 17 10, *P. 4V.- Coe.. .,...../ ..,...j. 11.1,!.; i..••• , ir, ao, * ,, k ' -A S .. fr . ac,ze. •f.9.%th /.1.1 1^ '''• ..• ....••• ic,,,,// .../- __Barium ..,, i .0 .,.. ,„ . . MY •%. ...ft.' .6 \ t. 4- -61".. drt. ...04 •.-Euf olo ,sy ..Springt- 1-1--7,7:7- . • <9 .1. , .J.f.•.`"", -, 44.,, t . '• .a 9 1. 113 .--,.., . C Z , ' 7i.i- s ttttttt III • '! .- . .......... ................ ....... zz..................Is I.,?..!....V..:114 N.f.e.to :....1 "Ii -' -- S "----__ ..------7-----_ ..., ff .•-•.• - . .t ..,, -ii ,. s'y ,.• si • ' TROUTMAN - _ •,te •:, 47 c ------__-- •••• •,...„., -, lif 0 - . RIVER Ss /!••• .f. Z• , • .V •,...., •" ; •‘.° : c '..• •••.,.'111 \ .- •t. 14 I k. _.., 4 LO7 , ', . "".14 • 1......Vil \ IR,EDELL COUNTY • "" - " . .i ili' ' • .t. .. I, ' "1' '‘ 1 I. ()Swani \ tO • t,' '' "•• -. t ,...'. • 4•. UP: ....;...iv' 1.,„1;. 1 ••• -,...0 [10:1TH CAROLIATA , WO .., 'Al; 7,.4., .:. 44. ...• ..,4`. 4 4 •. • I --•- ---1:7.77%;IN:..---Ls, . ' 7, • ' lt 41.14.4.D I 7 3 "...us .., - •• East i :' .:•,..... ,,, • • . i:7f,''.•.,..., ,.. " I ,. AfPROIIIIATE SCA/t Of NILES ta..• .••• i • 100.0 ...11 al.a '' ., •• I 5,, •I ,,. •/ \ MI % .•41 6 ,:,!,• ...t t.,..,.,. , • i\ . • s .‘4;./,F.,,,• 1 1.12.., .4.• \ c . O., Crossroads. Pr,:• .\ •''''.--... . ;.,„. . •••••-q`'--- V i .t, . \ 1 14IJ• ....":)/.... 7 - .-- ..'....7s. - 1"... I•4•Is..'( 't I .•'.,:./.. ;`st.ii . . 8 • ".. , ...,... „ .Q... ,.1.1 ,... .4.,44 4..lo 7.•••;:a....•. 4.. v4-•.'•e. %.- c '----- , . / a ••.. . % ,f.* ..,., . ..• 'a •••• • .....-• • • .34, .% \ '''... '''. M.". ... ...a •4.4,43.aLe t" 1 • •••• IllCil • Iva, 0,.,.. . t ,,r ,i• --•%, ,•J i ppl 0.4101 •:, '.'" ‘•••••01t. ..... 1 . '\ A . ‘ ) A ii ...... " 4. ,..^t 1.1, • 1 .1_.: ..11.'•• .. • ' ., 4. ::...* 1.,:.1. • i MCI SS 1114 ..0 •• c.-..' Champion Map • ) , 11•I 4 I,t -.I 11:P0(111.•111 • .n• T. 77 .s.. .4 ..:::::::..:' s v. I Corporation . •..:::,.* Doolie 'Ci ' t ..• \K„,<, 0 •Ox 174 3 5 0,...,0.74...C. 00 I S &I .....:••••'rf•••-••• ' .............,IP./ Ici. .. .:,I t•, . / ' so6 °'' • ', . 6•.)'" ::.;.' • • :••'Z (... 1 .,.....,c a,;/'••••••,......) t ... s k \ ... / Third Creek Sewave Treatment ov \'''.. plant location as shown o. . .. ,„, (\..,: . . ..:..i...4 9.0.41. ..!. ' t, '-----11-. • , •Ii..•0 t•. .C...f ' ' 44•:,...,4' / w,".".'s , • 17. \I / 1 '•*.: 19. \)... 1 •• • / '•.".". .. , •.11 • , /1"-..'""•••• . ' •,i• : .....-. •:i \ IM, :„....; .., ,... , ..(... Sall Creek ., •.• ...A., ( ...,. ."• .. tc...•, . . --- --:-..._- . . ... Champion Map Of -, i PO c.... I ' \ .. hit •?..) REBELL COUNTY, NORTH CAROLINA ( ,:. • „„„ ...... SW IC,'.1.:‘i t.i ••\•• 'I.' -3 .".:•••••••••••1 .,,,,./ i•-. ••••' • ... ,,,••:.••••••__ ,1 ,.. .• .,,).,, ..4.,,•..: 01.1 .,..1, ... • •.• • -7. • • . i,Mourne .. - • 1 , . r• -..- . .. ...,.•• N 1,1 1./..1.1.141. a ' , _L. '11 ••• ‘...1„\..\.• ..........•••...........-. . ss VAS Oat 41•10,1 0 .•- •----•-.,=•+-,--1 :7 7. / . • i ., • t •• .,,,,... •61,,,i4•1....poen r5 e•••s 2....1.---\- •I a:at 65•:.40.3 C3 CP•.••••p•• ••we••s . .. •. co •.... .sl... v..1-% j -1) I .. .. •... ............• ,.., : .... •,, ... -\ . ,... •,,,,,0,01.1:. !...1.......,... 43 .••••••...:• .7.4 ... 0 •••- •••• ••••••• ••• / ;•..•• ,P 4. .. N I /' t.111•.1..6 .4, .....,• • , .. ,'P.0 \•••"•••.:f...1.1 1 •' J.. • •1•0,1, _ _ _ Its./:•.41 -t •••-••••4, •• ...„.. on Map • ...1---- '-'-----A.- -••••-•-3.-____ . ' • ' ' ; 'LT. 4•••••,i4,1 _ •.: ...••,t‘ -TiiiiT.-47,47.0:44-o'ili7or- . Corpc•retIon . 1 ._.__...-._------7 -- -- •-••• e••• ••••03 .... :r.5.5 M ECK L EN BURG ,1-..4,1 i: _ ru.vorItn.a .. •• • . FORM APPROVED . OMB No. 158—R0100 FOR AGENCY USE STANDARD FORM A—MUNICIPAL 1 SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major industrial facility discharging to the municipal system,using a separate Section IV for each facility descrip- tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry,the major product or raw material,the flow(in thou- sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions) 1. Major Contributing Facility (see instructions) Name 401a Southern PaatPning Systems (Formerly N L Faterners) Number&Street 401b P 0 Pox 1 '3 h 0 City 401c Statesville County 401d Iredell State 401e North Carolina Zip Code 401f 28677 2. Primary Standard Industrial 402 3452 Classification Code (see / instructions) Units(See 3. Principal Product or Raw Quantity Table III) Material (see instructions) Product 403a Metal SCr�ews Bost *0 ': Raw Material 403b 403d 403f'' 4. Flow Indicate the volume of water discharged into the municipal sys- 404a 170 thousand gallons per day tern in thousand gallons per day and whether this discharge is inter- 404b 13 Intermittent(int)0 Continuous(con) mittent or continuous. 5. Pretreatment Provided Indicate if 405 [ Yes ❑No pretreatment is provided prior to entering the municipal system 6. Characteristics of Wastewater (see instructions) Parameter Name BOD COD pH TSS NH3 Oil&Gr. Ag Cd Parameter Number 00310 00340 00400 00530 00610 00556 01077 01027 .040 Value 76 182 9. 1 76 6.0 5.0 .017 0. 18 NAME CN Cr Cu Ni Pb Zn 406a 00720 01034 01067 01067 01051 01092 406b .026 / 0 .85 0. 25 / 0. 22 ✓ 0 .09 1 .83 .i IV-1 This section contains 1 EPA Form 7550-22 (7_73) page. GPO 865-706 • • • FORM APPROVED OMB No. 158—R0100 • FOR AGENCY USE 7 STANDARD FORM A—MUNICIPAL SECTION I I. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major industrial facility discharging to the municipal system,using a separate Section IV for each facility descrip- tion. Indicate the 4 digit Standard Industrial Classification(SIC) Code for the industry,the major product or raw material,the flow(in thou- sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions) 1. Major Contributing Facility (see instructions) Name 401a Rental Uniform Service , Inc. Number&Street 401b P. 0. Box 1458 City 401c S t a t e s__v__i l l e County 401d Irede_l1 State 401e North Carolina Zip Code 401f 28677 2. Primary Standard Industrial 402 7219 Classification Code (see instructions) Units(See 3. Principal Product or Raw Quantity Table III) Material (see instructions) Product 403a Uniform Service xtt's ; Raw Material 403b 4. Flow Indicate the volume of water discharged into the municipal sys- 404a 8 2 thousand gallons per day tern in thousand gallons per day and whether this discharge is inter- 404b [ Intermittent(int)❑Continuous(con) mittent or continuous. 5. Pretreatment Provided Indicate if 405 ❑Yes ®No pretreatment is provided prior to entering the municipal system 6. Characteristics of Wastewater (see instructions) Parameter Oil & Name BOD COD pH TSS NHI Cu Ph Zn Grease 0 � Parameter Number 00310 00340 00400 00530 00610 01042 01051 01092 0055E 4040 Value 372 1448 10.9 542 4.00 .32 . 15 .42 .49 IV-1 EPA Form 7550-22 (7-73) This section contains 1 page. '_ GPO 865-706 FORM APPROVED • OMB No. 158—R0100 FOR AGENCY USE STANDARD FORM A—MUNICIPAL SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip- tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry,the major product or raw material,the flow(in thou- sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions) 1. Major Contributing Facility (see instructions) Name 401a Uniglass Industries Number& Street 401b P . 0. Box 871 • City 401c Statesville County 401d Iredell State 401e North Carolina Zip Code 401f 28677 2. Primary Standard Industrial 402 2221 Classification Code (see instructions) Units(See 3. Principal Product or Raw Quantity Table III) Material (see instructions) Product 403a Fiberglass Fabric E 36: 550, 000 40u lbs/wk Raw Material 403b 443d< 403f 4. Flow Indicate the volume of water discharged into the municipal sys- 404a 81 thousand gallons per day tem in thousand gallons per day and whether this discharge is inter- 404b tatIntermittent(int) or continuous. ( )❑Continuous(con) 5. Pretreatment Provided Indicate if 405 ❑Yes [ No pretreatment is provided prior to entering the municipal system 6. Characteristics of Wastewater (see instructions) Parameter '<`F>.... Name BOD COD pH TSS Oil&Gr. T.Cr Cu Pb Zn .......... .............. 0 Parameter Number 00310 00340 00400 00530 00556 01034 01042 01051 01092 4066 Value 347 1 , 943 7 . 6 334 29 0. 31 0. 14 0. 16 0 .4i EPA Form 7550-22 (7_73) 1V_1 This section contains 1 page. GPO 865-706 • • FORM APPROVED OMB No. 158—R0100 FOR AGENCY USE) STANDARD FORM A—MUNICIPAL SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip- tion. Indicate the 4 digit Standard Industrial Classification(SIC)Code for the industry,the major product or raw material,the flow(in thou- sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions) 1. Major Contributing Facility (see instructions) Name 401a Melville Textile Print Works Number&Street 401b P. O. Box 5420 City 401c Statesville County 401d Iredell State 401e North Carolina Zip Code 401f 28677 2. Primary Standard Industrial 402 2261 Classification Code (see instructions) Units(See 3. Principal Product or Raw Quantity Table III) Material (see instructions) Product 403a Printed Fabric g Raw Material 403b 49d 3f, 4. Flow Indicate the volume of water discharged into the municipal sys- 404a 70 thousand gallons per day tem in thousand gallons per day and whether this discharge is inter- 404b IR]Intermittent(int)❑Continuous(con) mittent or continuous. 5. Pretreatment Provided Indicate if 405 ❑Yes ®No pretreatment is provided prior to entering the municipal system 6. Characteristics of Wastewater (see instructions) Parameter Name BOD COD pH TSS NH3 Oil&Gr. Cu Zn Parameter Number 00310 00340 00400 00530 00610 00556 01067 01092 49.00 Value 131 973 8 .3 458 13.4 13 .0 .045 0. 10 EPA Form 7550-22 (7-73) 1V-1 This section contains 1 page. GPO 865.706 • • FORM APPROVED OMB No. 158—R0100 FOR AGENCY USE STANDARD FORM A—MUNICIPAL SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip- tion. Indicate the 4 digit Standard Industrial Classification(SIC)Code for the industry,the major product or raw material,the flow(in thou- sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table Ill for standard measures of products or raw materials. (see instructions) 1. Major Contributing Facility (see instructions) Name 401a Bernhardt Furniture Company Number&Street 401b P . 0. Box 431 City 401c Statesville County 401d Iredell State 401e North Carolina Zip Code 401f 28677 2. Primary Standard Industrial 402 2511 Classification Code (see instructions) Units(See 3. Principal Product or Raw Quantity Table Ill) Material (see instructions) Product 403a Wood Furniture Raw Material 403b 4. Flow Indicate the volume of water discharged into the municipal sys- 404a 3 2 thousand gallons per day tem in thousand gallons per day and whether this discharge is inter- 404b [ Intermittent(int) or continuous. ( )El Continuous(con) 5. Pretreatment Provided Indicate if 405 ❑Yes ®No pretreatment is provided prior to entering the municipal system 6. Characteristics of Wastewater (see instructions) Parameter Name BOD COD pH TSS NH3 Dil&Gr. Cd Cr Parameter Number 00310 00340 00400 00530 00610 00556 01027 01034 (411)ss Value 112 254 7 . 2 80 7 .0 10.6 .01 / .04. NAME Ni Cu Zn 406a 01067 01042 01092 406b .03 .02 0 . 19 IV-1 This section contains 1 EPA Form 7550-22 (7-73) page. GP 0 865-706 • • " . • FORM APPROVED OMB No. 158—R0100 FOR AGENCY USE STANDARD FORM A—MUNICIPAL SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major industrial facility discharging to the municipal system,using a separate Section IV for each facility descrip- tion. Indicate the 4 digit Standard Industrial Classification(SIC) Code for the industry,the major product or raw material,the flow(in thou- sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions) 1. Major Contributing Facility (see instructions) Name 401a John Boyle & Company, Inc . Number&Street 401b P. 0. Box 791 City 401c Statesville County 401d Iredell State 401e North Carolina Zip Code 401f 28677 2. Primary Standard Industrial 402 2295 Classification Code (see instructions) Units(See 3. Principal Product or Raw Quantity Table III) Material (see instructions) Product 403a Laminated Ind. Fabric p ; Raw Material 403b +I $d aj3j 4. Flow Indicate the volume of water 5.05 05 discharged into the municipal sys- 404a thousand gallons per day tern in thousand gallons per day and whether this discharge is inter- 404b Intermittent(int) mittent or continuous. 5. Pretreatment Provided Indicate if 405 ®Yes ❑No pretreatment is provided prior to entering the municipal system 6. Characteristics of Wastewater (see instructions) Parameter Name BOD COD pH TSS Oil&Gr. T. Cr. •4f16i- Parameter Number 00310 00340 00400 00530 00556 01034 •ulstt Value 120 190 7 .5 97 6 11 .41 EPA Form 7550-22 (7-73) 1V-1 This section contains 1 page. G P 0 865-706 • FORM APPROVED OMB No. 158—RO100 FOR AGENCY USE4 STANDARD FORM A—MUNICIPAL SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major industrial facility discharging to the municipal system,using a separate Section IV for each facility descrip- tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry,the major product or raw material,the flow(in thou- sand gallons per day),and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions) 1. Major Contributing Facility (see instructions) Name 401a Piedmont Industrial Plating Co. Number&Street 401b 200 Monroe Street City 401c Statesville County 401d Iredell State 401e North Carolina Zip Code 401f 28677 • 2. Primary Standard Industrial 402 3452 ?', Classification Code (see / 7 I ✓/ instructions) i.f - Units(See 3. Principal Product or Raw Quantity Table Ill) Material (see instructions) Categorical Plating Product 403a 403ti:: 40.2 Raw Material 403b 493#: 4 3#'i 4. Flow Indicate the volume of water discharged into the municipal sys- 404a 2 thousand gallons per day tem in thousand gallons per day and whether this discharge is inter- 404b E Intermittent(int)❑Continuous(con) mittent or continuous. 5. Pretreatment Provided Indicate if 405 ®Yes ❑No pretreatment is provided prior to entering the municipal system 6. Characteristics of Wastewater (see instructions) Parameter Name BOD COD pH TSS ,Oi 1&Gr., Aq Cd CN Parameter Number 00310 00340 00400 00530 00556 01077 01027 00720 413th Value ✓ 305 3075 7 .8 ' 604 18 0.04 0.01 3 .40 NAME Cu Ni Pb Zn T. Cr. 406a 01042 01067 01051 / 01092 01034 406b 0. 74 0.85 0.05 ✓ 0 5 . 72 i -._ 2 40 p)J-(a_ /((41/(19' IV4 This section contains 1 page. EPA Form 7550-22 (7-73) A $ GPO 865-706 DIVISION OF ENVIRONMENTAL + Iw',^ � MANAGEMENT 1, . North Carolina Department of Natural;� Resources &Community Development Robert Director .UY ., James B.Hunt,Jr.,Governor O 1e:,.- James A.Summers,Secretary Telephone 919 733-7015 IL o CEg AI`D C.-Oil ICY D- October 1, 1984 6 Mr. Harold Fulp (� q' City of Statesville P. 0. Box e 1111 � g14 E�`E R •(• ��� p�C4CE Statesville, NC 28677 OF ��p;�FSV Subject: Permit No. NC0020591 Third Creek Wastewater Treatment Plant Iredell County Dear Mr. Fulp: In accordance with your application for discharge permit received on June 6, 1984, we are 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, requirements, or limitations contained in this permit are unacceptable to you, you have the right to an adjudicatory hearing officer upon written demand to the Director within 30 days following receipt of this permit, identifying the specific issues to be contended. Unless such demand is made, this permit shall be final and binding. Please take notice that this permit is not transferablg. Part II, B.2. addresses the requirements to be followed in case of change in ownership or control of this discharge. This permit does not affect the legal requirement to obtain other permits which may be required by the Division of Environmental Management. If you have any questions concerning this permit, please contact Ms. Helen S. Fowler, at telephone number 919/733-5083. Sincerely yours, t,;11gisal Signed BY FORREST R. WFSTALL FOR Robert F. Helms cc: Mr. Jim Patrick, EPA 4) 0.Box 276.87 .aleign.N.L.27614-7687 ,n=.L,30 C.,. _ , :':,-^1r. e 4N;nn ^;nv'• Part I Permit No. NC B. SCHEDULE OF COMPLIANCE 1 . The permittee shall achieve compliance with the effluent limitations specified for discharges in accordance with the following schedule: 2. No later than 14 calendar days following a date identified in the above schedule of compliance, the permittee shall submit either a report of progress or, in the case of specific actions being required by identified dates, a written notice of compliance or noncompliance. In the latter case, the notice shall include the cause of noncompliance, any remedial actions taken, and the probability of meeting the next scheduled requirement. M 4 & I 4 Part I Permit No. NC "Act" used herein means the Federal Water Pollution Control Act, As Amended. "OEM" used herein means the Division of Environmental Management of the Department of Natural Resources and Community Development. "EMC" used herein means the North Carolina Environmental Management Commission. C. MONITORING AND REPORTING 1 . Representative Sampling Samples and measurements taken as required herein shall be representative of the volume and nature of the monitored discharge. 2. Reporting Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a Monthly Monitoring Report Form (DEM No. MR 1 .0, 1 .1 , and 1 .4) , postmarked no later than the 45th day following the completed reporting period. The first report is due on 0 . Duplicate signed copies of these, and all other reports required herein, shall be submitted to the following address: Division of Environmental Management Water Quality Section Post Office Box 27687 Raleigh, North Carolina 27611 3. Definitions a. The monthly average, other than for fecal coliform bacteria, is the arithmetic mean of all the composite samples collected in a one- month period. The monthly average for fecal coliform bacteria is the geometric mean of samples collected in a one-month period. b. The weekly average, other than for fecal coliform bacteria, is the arithmetic mean of all the composite samples collected during a one-week period. The weekly average for fecal coliform bacteria is the geometric mean of samples collected in a one-week period. c. Flow, M3/day (MGD): The flow limit expressed in this permit is the 24 hour average flow, averaged monthly. It is determined as the arithmetic mean of the total daily flows recorded during the calendar month. d. Arithmetic Mean: The arithmetic mean of any set of values is the summation of the individual values divided by the number of individual values. M Part I Permit No. NC e. Geometric Mean: The geometric mean of any set of values is the Nth root of the product of the individual values where N is equal to the number of individual values. The geometric mean is equiva- lent to the antilog of the arithmetic mean of the logarithms of the individual values. For purposes of calculating the geometric mean, values of zero (0) shall be considered to be one (1 ). f. Composite Sample: A "composite sample" is any of the following: (1 ) Not less than four influent or effluent portions collected at regular intervals over a period of 24 hours and composited in proportion to flow. (2) Not less than four equal volume influent or effluent portions collected over a period of 24 hours at intervals proportional to the flow. (3) An influent or effluent portion collected continuously over a period of 24 hours at a rate proportional to the flow. g. Grab Sample: A "grab sample" is a single influent or effluent portion which is not a composite sample. The sample(s) shall be collected at the period(s) most representative of the total discharge. 4. Test Procedures Test procedures for the analysis of pollutants shall conform to the EMC regulations published pursuant to N. C. G. S. 143-215.63 et seq, The Water and Air Quality Reporting Act, and to regulations published pursuant to Section 304(g) , 33 USC 1314, of the Federal Water Pollution Control Act, As Amended, and Regulation 40 CFR 136. 5. Recording Results For each measurement or sample taken pursuant to the requirements of this permit, the permittee shall record the following information: a. The exact place, date, and time of sampling; b. The dates the analyses were performed; and c. The person(s) who performed the analyses. M6 PART I Permit No. NC 6. Additional Monitoring by Permittee If the permittee monitors any pollutant at the location(s) designated herein more frequently than required by this permit, using approved analytical methods as specified above, the results of such monitoring shall be included in the calculation and reporting of the values required in the Monthly Monitoring Report Form (DEM No. MR 1 .0, 1 .1 , and 1.4) Such increased frequency shall also be indicated. The DEM may require more frequent monitoring or the monitoring of other pollutants not required in this permit by written notification. 7. Records Retention All records and information resulting from the monitoring activities required by this Permit including all records of analyses performed and calibration and maintenance of instrumentation and recordings from continuous monitoring instrumentation shall be retained for a minimum of three (3) years, or longer if requested by the Division of Environmental Management or the Regional Administrator of the Environmental Protection Agency. • M 7 PART LI Permit No. NC A. MANAGEMENT REQUIREMENTS 1 . Change in Discharge All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge of any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall constitute a violation of the permit. Any anticipated facility expansions, production increases, or process modifications which will result in new, different, or increased discharges of pollutants must be reported by submission of a new NPDES application or, if such changes will not violate the effluent limitations specified in this permit, by notice to the DEM of such changes. Following such notice, the permit may be modified to specify and limit any pollutants not previously limited. 2. Non compliance Notification If, for any reason, the permittee does not comply with or will be unable to comply with any effluent limitation specified in this permit, the per- mittee shall provide the Division of Environmental Management with the following information, in writing, within five (5) days of becoming aware of such condition: a. A description of the discharge and cause of noncompliance; and b. The period of noncompliance, including exact dates and times; or, if not corrected; the anticipated time the noncompliance is expected to continue, and steps being taken to reduce, eliminate and prevent recurrence of the noncomplying discharge. 3. Facilities Operation The permittee shall at all times maintain in good working order and operate as efficiently as possible all treatment or control facilities or systems installed or used by the permittee to achieve compliance with the terms and conditions of this permit. 4. Adverse Impact The permittee shall take all reasonable steps to minimize any adverse impact to navigable waters resulting from noncompliance with any effluent limitations specified in this permit, including such accelerated or additional monitoring as necessary to determine the nature and impact of the noncomplying discharge. 5. Bypassing Any diversion from or bypass of facilities necessary to maintain compliance with the terms and conditions of this permit is prohibited, except (i) where M 8 & I 7 PART II Permit No. NC unavoidable to prevent loss of life or severe property damage, or (ii ) where excessive storm drainage or runoff would damage any facilities necessary for complaince with the effluent limitations and prohibitions of this permit. All permittees who have such sewer bypasses or overflows of this discharge shall submit, not later than six months from the date of issue of this permit, detailed data or engineering estimates which identify: a. The location of each sewer system bypass or overflow; b. The frequency, duration and quantity of flow from each sewer system bypass or overflow. This requirement is waived where infiltration/inflow analyses are scheduled to be performed as part of an Environmental Protection Agency facilities planning project. 6. Removed Substances Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters shall be disposed of in a manner such as to prevent any pollutant from such materials from entering waters of the State or navigable waters of the United States. 7. Power Failures The permittee is responsible for maintaining adequate safeguards to prevent the discharge of untreated of inadequately treated wastes during electrical power failures either by means of alternate power sources, standby generators or retention of inadequately treated efflu- ent. Should the treatment works not include the above capabilities at time of permit issuance, the permittee must furnish within six months to the permitting authority, for approval , an implementation schedule for their installing, or documentation demonstrating that such measures are not necessary to prevent discharge of untreated or inadequately treated wastes. Such documentation shall include frequency and duration of power failures and an estimate of retention capacity of untreated effluent. 3. Onshore or Offshore Construction This permit does not authorize or approve the construction of any onshore or offshore physical structures or facilities or the undertaking of any work in any navigable waters. M9 PART II Permit No. NC B. RESPONSIBILITIES 1 . Right of Entry The permittee shall allow the Director of the Division of Environmental Management, the Re9ioral Administrator, and/or their authorized represen- tatives, upon the presentations of credentials: a. The enter upon the permittee's premises where an effluent source is located or in which any records are required to be kept under the terms and conditions of this permit; and b. At reasonable tines to have access to and copy any records required to be kept under the terms and conditions of this permit; to inspect any monitoring equipment or monitoring method required in this permit; and to sample any discharge of pollutants. 2. Transfer of Ownership or Control This permit is not transferable. In the event of any change in control or ownership or 5.cilities from which the authorized discharge emanates or is contemplate::, the permittee shall notify the prospective owner or controller by letter of the existence of this permit and of the need to obtain a permit ;r the name of the prospective owner. A copy of the letter shay he forwarded to the Division of Environmental Management. 3. Availability of Reports Except for data determined to be confidential under N. C. G. S. 143-215. 3(a)(2) or Section 308 of the Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices of the Division of Environmental Management. As required by the Act, effluent data shall not be considered confidential . Knowingly making any false statement on any such report may result in the imposition of criminal penalties as provide' fer in N. C. G. S. 143-215.6(b)(2) or in Section 309 of the Federa; Act. 4. Permit Modificat-:e n After notice and ocuorttirity for a hearing pursuant to N. C. G. S. 143- 215.1 (b)(2) and S. 143-215.1 (e) espectively, this permit may be modified, suspendeJ, or revoked in hole or in part during its term for cause including, :eit rpt limited to the following: a. Violation of any terms or condi ions of this permit; b. Obtainirp th'5 permit by misrepresentation or failure to disclose fully ai re i event facts; or c. A change in any condition that requires either a temporary or permanent reduction or elimination of the authorized discharge. M 10 & I 9 PART II • Permit No. NC 5. Toxic Pollutants Notwithstanding Part II , B-4 above, if a toxic effluent standard or prohibition (including any schedule of compliance specified in such effluent standard or prohibition) is established under Section 307(a) of the Act for a toxic pollutant which is present in the discharge and such standard or prohibition is more stringent than any limitation for such pollutant in this permit, this permit shall be revised or modified in accordance with the toxic effluent standard or prohibition and the permittee so notified. 6. Civil and Criminal Liability Except as provided in permit conditions on "Bypassing" (Part II , A-5) and "Power Failures" (Part II , A.-7) , nothing in this permit shall be construed to relieve thn permittee from civil or criminal penalties for noncompliance pursuant to N. C. G. S. 143-215.6 or Section 309 of the Federal Act, 33 UFC 1319. 7. Oil and Hazardous Substance Liability Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject under N. C. G. S. 143-215.75 et seq. or Section 311 of the Federal Act, 33 USC 1321 . 8. Property Rights The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any infringement of Federal,State or local laws or regulations. 9. Severability The provisions of this permit are severable, and if any provision of this permit, or the application of any provision of this permit to any circum- stance, is held invalid, the application of such provision to other cir- cumstances, and the reminder of this permit shall not be affected thereby. M 11 & I 10 PART II Permit No. NC 10. Expiration of Permit Permittee is not authorized to discharge after the expiration date. In order to receive authorization to discharge beyond the expiration date, the permittee shall submit such information, forms, and fees as are required by the agency : uthorized to issue permits no later than 180 days prior to the expiration date. Any discharge without a permit after the expiration will subject the permittee to enforcement proce- dures as provided in N. C. G. S. 143-215.6, and 33 USC 1251 et seq. 11 . Industrial Pretreatment Standards Permittee shall require any industrial dischargers into the permitted system to meet Federal Pretreatment Standards (40 CFR, Part 403 ) promulgated in response to Section 307(b) of the Act. The permittee shall provide semi-annual reports to the permitting agency regarding the pre-treatment requirements which have been imposed on each major contri- buting industry and the results achieved therefrom. Other information may be needed regarding new industrial discharges and this will be requested from the permittee after the permitting agency has received notice of the new industrial discharge. A major contributing industry is one that: (1 ) has a flow of 50,000 gallons or more per average work day; (b) has a flow greater than five percent of the flow carried by the municipal system receiving the waste; (c) has in its waste a toxic pollutant in toxic amounts as defined in standards issued under Section 307(a) of the Act; (d) has significant impact either singly or in combination with other contributing industries, on the treatment works or the quality of its effluent. Any change in the definition of a major contributing industry as a result of promulgations in response to Section 307 of the Act shall become a part of this Permit. M 12 PART III Permit No. NC PART III OTHER REQUIREMENTS A. Requirements for Effluent Limitations on Pollutants Attributable to Industrial Users 1. Effluent limitations from this discharger are listed in Part I of this permit. It is apparent that other pollutants attributable to inputs from major contributing industries using the municipal system may also be present in the permittee's discharge. At such time as sufficient information becomes available to establish limitations for such pollutants, this permit may be revised to specify effluent limitations for any or all of such other pollutants in accordance with best practicable technology or water quality standards. 2. Under no circumstances shall the permittee allow introduction of the following wastes into the waste treatment system: a. Wastes which create a fire or explosion hazard in the treatment works. b. Wastes which will cause corrosive structural damage to treatment works. c. Solid or viscous substances in amounts which cause obstructions to the flow in sewers or interference with the proper operation of the treatment works. d. Wastewaters at a flow rate and/or pollutant discharge rate which is excessive over relatively short time periods so as to cause a loss of treatment efficiency. e. Heat in amounts which will inhibit biological activity in the treatment works resulting in interference but in no case heat in such quaotitieso that the temperature at the treatment works influent exceeds 40 C (104 F) unless the works are designed to accomodate such heat. (After August 25, 1981: 3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the permittee to supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to ensure compliance by the permittee with all applicable effluent limitations. Such actions by the permittee may be necessary regarding some or all of the major contri- buting industries discharging to the municipal system. The permittee shall require each major contributing industry subject to pre-treatment standards or any other applicable requirements promulgated pursuant to Section 307 of the Act to submit to the permittee periodic notice (at intervals not to exceed 9 months) regarding specific actions taken to achieve full compliance with the requirements of Section 307. Starting on the permittee shall submit semi-annually to the permit issuing authority a report summarizing the progress of all known major contributing industries subject to the requirements of Section 307 towards full compliance with such requirements. Such report shall include at least the following information: M 13 PART III Permit No. NC a. A narrative summary of actions taken by the permittee to ensure that all major contributing industries comply with the requirements of Section 307. b. The number of major contributing industries using the treatment works, divided into SIC group categories. c. The number of major contributing industries in full compliance with the requirements of Section 307, or not subject to these requirements (e.g. , discharge only compatible pollutants). d. A list identifying by name those major contributing industries presently in violation of the requirements of Section 307. 4. Immediately upon issuance of this permit, the permittee shall establish and implement a procedure to obtain from all major contributing indus- tries specific information on the quality and quantity of effluents intro- duced by such industrial users. The following information shall be reported to the permitting agency on a quarterly basis beginning ; quarterly reports reflecting no change from the previous quarter may simply relate this fact, without submitting repetitive data. a. Section IV, Standard Form A shall be completed and submitted for each major contributing industry. b. Information on the municipal facility as a whole is to be reported on the monthly Monitoring Report Form (DEM - No. MR 1 .0, 1 .1 , 1 .2, and 1 .3). Once the specific nature of industrial contributions has been identified, data collection and reporting requirements may be levied for other parameters in addition to those included on Form (DEM No. 1 .0, 1 .1 , 1 .2, and 1 .3). 5. Based on the information regarding industrial inputs reported by the permittee pursuant to the preceding paragraph, the permittee will be notified by the permitting authority of the availability of industrial effluent guidelines on which to calculate allowable inputs of incompatible pollutants based on BPT for each industry group. Copies of guidelines will be provided as appropriate. Not later than 120 days following receipt of this information, the permittee shall submit to the permitting authority calculations reflecting allowable inputs from each major con- tributing industry. The permittee shall also require all such major contributing industries to implement necessary pre-treatment requirements (as provided for in 40 CFR, Part 403 ), providing the permitting authority with notifications of specific actions taken in this regard. At that time, the permit may be amended to reflect the municipal facility's effluent requirements for incompatible pollutants. M 14 Permit No. NCoo2o591 B. Previous Permits All previous State water quality permits issued to this facility, whether for construction or operation or discherge, a retsre herebrmrby evoked by issuance of this permit. The con ditions,provisions of this permit authorizing under discharges the Nfrom this Pollutant Discharge Elimination Systemgoverns facility. C. Construction No construction of wastewater treatmet facilities ohaveaddbeennsubmitted thereto shall be begun until Final Plans and Specifications approval and Authorization the z tion °f Constructmhasal beennissued. and If nowritten objectns to Final Authorisation to C Plans and Specifications has been made by the DEMwafterv30 daysisafollowing ir receipt of the plans or issuance of permit, , the plans may be considered approved and construction authorized. D. Certified Operator the permittee Pursuant em to Chapter rt 90Ad wastewater North rolina treatmenteral planttatutes,operator in responsible shall employ a certified charge of the wastewater treatment facilities. classificationoassigned to certification of the grade equivalent the wastewater treatment facilities. E. Pretreatment The permittee has submitted documentation to the Division of Environmental Management which complies with the required activities contained in the State and Federal Pretreatment Regulations 15 NCAC 2H .0900 and 40 CFR 403 respectively. The approved Local Pretreatment program and Conditions of Approval are hereby incorporated as part of this permit by reference. The on-going industrial monitoring activities of the POTW's pretreatment program shall be governed by pretreatment regulation and the Conditions of Final Approval . M 15 & I 12 3 w A. (1 ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final (November 1 - March 31 ) During the period beginning on the effective date of the Permit and lasting until expiration, the permittee is authorized to discharge from outfall (s) serial number(s) 001 . Such discharges shall be limited and monitored by the permittee as specified below: Effluent Characteristics Discharge Limitations Monitoring Requirements Kg/day (lbs/day) Other-Units (Specify) Measurement Sample * Sample Monthly Avg. Weekly Avg. Monthly Avg. weekly Avg. Frequency Type Locatiol Flow 4.0 MGD Continuous Recording E BOD, 5Day, 20°C 30 mg/I 45 mg/ I Daily Composite I.,E NH as N Weekly Composite E TS5 30 mg/I 45 mg/ I Daily Composite E Fecal Coli•form (geometric mean) 1000/100 ml 2000/100 ml Daily Grab E Settleable Matter 2/Month Grab E Temperature Daily Grab E,U,D Dissolved Oxygen Daily Grab E,U,D Total Nitrogen (NO2 + NO3 + TKN) Semi-annually Composite E Total Phosphorus Semi-annually Composite E Residual Chlorine Daily Grab E *I - Influent, E - Effluent, U - Upstream, D - Downstream z -t el M A O 0 The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and Ul NJ - shall be monitored daily at the effluent by grab samples. U There shall be no discharge of floating solids or visible foam in other than trace amounts. 3 CA) . A. ( 1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final (April 1 - October 31 ) . - During the period beginning on the effective date of the Permit and lasting until expiration, ' the permittee is authorized to discharge from outfall(s) serial number(s) 001 . . Such discharges shall be limited and monitored by the permittee as specified below: Effluent Characteristics Discharge Limitations Monitoring Requirements Kg/day (lbs/day) Other-Units (Specify) Measurement Sample * Sample Monthly Avg. Weekly Avg. Monthly Avg. Weekly Avg. Frequency Type Location Flow 4.0 MGD Continuous Recording I BOD, 5Day, 20°C 30 mg/I 45 mg/I Daily Composite I ,E NH as N 13 mg/I 20 mg/I Weekly Composite E TSS 30 mg/I 45 mg/I Daily Composite E Fecal Coliform (geometric mean) 1000/100 ml 2000/100 ml Daily Grab E Temperature Daily Grab E,U,D Dissolved Oxygen (minimum) 5.0 mg/I 5.0 mg/I Daily Grab E,U,D Total Nitrogen (NO2 + NO3 + TKN) Semi-annually Composite E Total Phosphorus Semi-annually Composite E Residual Chlorine Daily Grab E * I - Influent, E - Effluent, U - Upstream, D - Downstream z-) (D c 1 u The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and o �: shall be monitored daily at the effluent by grab samples. o There shall be no discharge of floating solids or visible foam in other than trace amounts. J Permit No. NC0020591 f SUPPLEMENT TO PERMIT COVER SHEET City of Statesville is hereby authorized to: 1 . Continue to operate a 4.0 MGD wastewater treatment plant consisting of a barminutor, influent screw pumps, dual aeration basins with mechanical aeration chemical addition, dual clarifiers with sludge returns, effluent disinfection and sludge treatment consisting of an aerobic digestor, sludge thickner and a filter press located at Third Creek Wastewater Treatment Plant (Note Part III of this permit), and 2. Discharge from said treatment works into Third Creek which is classified Class "C" waters. STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT DIVISION OF ENVIRONMENTAL MANAGEMENT PERM I T To Discharge Wastewater Under the NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provisions 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, Z 3 S y City of Statesville is hereby authorized to discharge wastewater from a facility located at Third Creek Wastewater Treatment Plant NCSR 1354 Iredell County to receiving waters designated Third Creek in the Yadkin River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, and III hereof. This permit shall become effective October 1 , 1984 This permit and the authorization to discharge shall expire at midnight on September 30, 1989 Signed this day of October 1 , 1984 Original Signed By FORREST R. WESTALL FOR • Robert F. Helms, Director Division of Environmental Management By Authority of the Environmental Management Commission M1 & I1 STAFF REPORT AND RECOMMENDATIONS a, PART I - INSPECTION OF EXISTING WASTEWATER TREATMENT PLANT SITE 1. a. Place Visited: Statesville Third Creek WWTP b. Mailing Address: P.O. Box 1111 Statesville, N. C. 18677 Iredell County 2. Date of Investigation: March 19, 1984 Date of Report: July 10, 1984 3. By: Larry D. CobleP/`- 4. a. Persons Contacted: Mr. Harold L. Fulp t/fly b. Phone No.: (704) 873-2848 5. Directions to Site: From Statesville travel east on Highway 70 to S.R. 2354. The wastewater treatment plant is at the end of S.R. 2354. 6. a. The coordinates to the existing pint of effluent discharge are: Latitude: 35°44'25" Longitude: 80 50'21" b. USGS Quad No. : E 15 NE (see attached map) 7. Size (land available for expansion and upgrading) : There is adequate area available for continued operation of the existing facility and any necessary expansion. 8. Topography: Sloping toward the receiving stream at a rate of 3-5%. 9. Location of Nearest Dwelling: There are none located within 1000 feet of 1 the existing facility. 10. Receiving Stream: Third Creek a. Classification: C . b. Minimum 7-Day, 10-Year Discharge at Site: 14.0 cfs c. River Basin and Sub-Basin No. : Yadkin 03-07-06 PART II - DESCRIPTION OF EXISTING TREATMENT FACILITIES 1. Existing Facilities: The applicant has a 4.0 MGD wastewater treatment plant consisting of a barminutor, influent screw pumps, dual aeration basins with mechanical aeration, dual clarifiers with sludge returns, chemical feed and effluent disinfection. Sludge is treated in an aerobic digestor, sludge thickner, filter press and .disposed of in a landfill. 2. Proposed Modifications: No modifications are currently proposed. PART III - EVALUATION AND RECOMMENDATIONS 1. Performance Evaluation: The following compares self-monitoring data with permit effluent limitations: ._ -2- �• Parameter Effluent Limitations Self Monitoring Data Flow 4 MGD 1.36 MGD BOD5 18 mg/1 6.96 mg/1 NH, as N 8 mg/1 0.47 mg/1 TSS 30 mg/1 26.4 mg/1 Fecal Coliform 1000/100 ml <10/100 ml D.O. (Minimum) 5 mg/1 9.47 mg/1 pH 6.0-9.0 S.U. 6.3-7.4 S.U. 2. 0 & M Evaluation: The facility appeared to be properly operated and maintained during the investigation. 3. Recommendations and/or Special Conditions: It is recommended that the Permit be reissued as requested. f NITED STATES EMT OF THE INTERIOR STATE OF Ni )LOGICAL SURVEY DEPARTMENT OF CONSEF RALEIGH, NC 4855 r S a T 514 E) 1� \ /i7. ?T 515 50' 516 (STATES 104W j i .' R 770 _. - -- N� `\�-- I / �`rD l\3)N\ ✓1 %/ f r J 1 \,,‘___:,,,IY‘‘,/z/( i' -: li i }I'1/"71*--6---, - ._,,,--.1::"\\I '''I-11 r- 1 1)1, (ti )(7-c-, ,_.,_ ''''' ----'___ ‘..) ,'''',„-i =1-____,„ .....,-,_.---- - _,L.„...----,„-\\— \(,,, ....._."-- r_...,,,f--..\ \\ i I. vi ,I, \t • ot. .11, 4,- ) , .,, \_,_\:?/ ,I'Vi‘\ ; -- \ -;--' 1- i ---,,,-1.—.=- Jr,,,,\\,f% , r-,,,..„•, .. % ',.._ •,.._,-.....,, \s----,. , ! Aifir_LL— ,.. — ���� _ ' / /^dry. -�_.�� I It` J 1t�i 1.'_ /✓ '_--' `1��/� 11L "-fig ; _._ .��� __, , , , _c_z- .__, , 1 ---11-7q -, / r-, :;---1-- / *-1,, niL-.. 4, T--- --,----v i , tt r`, P-'A - „ _-,, /,5--1..„.; ( /)i (7, --( I'm'r! '',',„ ii) / / ') ,,(' \--, ),J'''---------% '''4'-`71-'-'*‘,/,4.----.--),/--, i%/V (ri �� i 1 � p\ // ��/ �• j J/!�/( l,.t k}\i file f�`Fi��l ' r , �'\�� -, '-� f % , - IV"� , . yam = - , fF./ ✓ ,c a"�F{ " �� JJI , g Fr e''W,,,. �x��.� \\O i i `'�� „�--• �--_- : , o. ,. '-4' 1 8 i.J • Yr �Y1 ''->4 t..e•._. ' 1I .,,4, ' .,� --- ^�J �• a T £ ?i, „,..) ,,,,/,,,,,..._, , , \lik,' (\'' ''''' .`'',-..-A,':L.- /\--. 7. ... .\\ \_/,‘"\-/,'‘1":—_--..t"" tri\--\..,\, 's.• ":„--=:„..-------bis il, .,,,,t, •,)— r----.L...7_71WiTI-----4,—,,,,r) ' b: i ---- :,/.... p 't ,.. .----_---:-__,j\-:—___,' i\\Ltilv\gro,\:%‘,,,,......,A i) -1, fy, f ra. .E ' ---___--- '• /At•-' 1 `--, * v / / $ ''' ', i.,4°.*'.,*eil,,, —(// ilr _.. .-ccis--(-_—__-( .-f>---,. \ \ illith( �_�' 9�"; y.--�� �� `.1`I,,\\ \\r �� \\\,�� �`��,,:-c.,t-�' �`' �, -s��`'"�' a'���',�`r�� 7�+,� � �G�--�,��.-/�4F��-"' •.1-....S-- -- '1 "-',--)6\-, iN \s--' ‘'. - -, w 1 . c','t\ ',,,M ft'k jk. '' '',..\ ..---,„.7,-.)) .11 %\l, \Nt,:<—,s,.....,, ) , ..„, , � '„„•�•'-,.,��^'���yh'�,' lav, -,.,„..,a, ____,.,_______---- .... ,,,,,.._- d,-,..6.-.1-_,-.. \ „.„..;___„3.,,,-. .:-.. ,,,,,...._•,,, , ) r IT, it e,,, 4„ir ,( i--„,, _, . ,,,, ,,,,,, ,„...\ , A\,..,.`:1 \ ,, `` \`� � rf ),r ,L�,, , t• .. ,,M f "a.fit f,,y" 11 •.' }sro'"...„.„.,k` .,r 9 t'.' 'x k fib,, F ' ,,„ , ta. /_,.„ _-__,) ` ��yJJ) I' Yam` E N uyt: 1 1 .A J �Nl ��f��-�_ �� l � � ••o. r/^_•� ! ��^`��� 1 ��� �� � � �j y I� iii, ot�� 11 ''` . �\rod `��j �.� � // 'r / /l `; C,— //i'04�i 'ate, 17 , /S [ (� 1 •MiF� o J \ b �l { ' `O A. n, \' �� ` 1 i /44 /" '.e(./,l ;'°r. ( � `^ '" i p ' 1 /`J9r M `ett+ N+ % N,,„ ,,,' .;0,,„-,-..„„,2 ,,),.,_ rt,t14, ili %,,-74$...\\ ) ir,,,,--•.) i \ 7- "1„,,..„,z,..,,,,A4v.,,,,,,, , \,`‘). ,(.'"'",t‘ /.'i * iik4..ti.t,c1 ---- 1 1....01 -1 YAN`l 71 i c------). kEplit. ttp1'lit . '' 1‘lik, - -1.-" ' ''. ' ii` \\...., ''',Is -- ' ..4-,..!-..i,. \\c,,,,Q..-1, . ..',°--....'",lip Fi igv t til.- 111*-i7L ...—_....) i ,,,,,s.- t 4cp: i (L.—, 1/4--‘....„, ) �__ --- yam'. ..\ -- r,. te,7'\..'"� ,,4° ,,ivA J -' y �.. _ ""4 t� Jul '•" � � $ j �.,,_ � /'tka //j}t � � /• ��' / � \�'; � R,�`�:a°�€,r��.�Kti ��a tY '� �"�'\J.,.\ 1, ` �,,,. ."'.y�.'^., !/v-..�$ �/ '1��..'� Y j `�-��7 / ' -'"�._' � w, �u •,aLk �. e � �. tea \ 1.-..\. t¢" `»` •"flF �'� �.k;. i'" ' / � 1L is � '�,\ 1 - ',,,� main r y "I' ' " ' ,M1ta� , .44m, -,i.,,, ..,,./, - rry P r-,., `;' '-\ ,1 , L". \� l ti��� ,t ,/ hf�'"".--'- ,. .eE'" ,t�, i.4 rk ' r .� €"}�,,,b `tt�\\ , f ,e'e Y'' ��.JV;` t • c_ X� J .r�1"�c x ' E' 4 - f Jr! I ✓r� r y "�" !r t k` } le A, r DIVISION OF ENVIRONMENTAL .. North Carolina Department of Natural MANAGEMENT Orreirt: Robert F.Helms .6tery Resources &Community Development Director James B.Hunt,Jr.,Governor James A.Summers,Secretary Telephone 919 733-7015 July 2, 1984 42 MCrit y Harf t aLe sFvulpl e 4/1 $ �� 1 C�� P. 0. Box 1111 bb Statesville, NC Ef 1J Subject: Application for NPDES Permit ' 1$\ :- . r 5` • O �� No. NC0020591 ,�( City of Statesville S�� e�'� Iredell County Dear Mr. Fu p .. . Receipt of the following documents is hereby acknowledged: Application Form Engineering Proposal (for proposed control facilities) x Request for permit renewal Other If any of the items listed below are checked, the application received is incomplete and the indicated item(s) must be received before review can begin: Application Form (copies enclosed) Engineering Proposal (See (b) 1-5 on attached) Other If the application is not made complete within thirty (30) days, it will be returned to you and may be resubmitted when complete. This application has been assigned to Ms. Helen S. Fowler (919/733-5083) of our Permits Unit for review and preparation of a draft permit. Once the permit is drafted, public notice must be issues for forty-five (45) days prior to final action on the issuance or denial of the permit. You will be advised of any comments, recommendations, questions or other information necessary for the review of the application. I am, by copy of this letter, requesting that our Regional Office Supervisor prepare a staff report and recommendations regarding this discharge. If you have any questions regarding this application, please contact the review person listed above. Sincerely yours, v- Original Signed By G FiE!EN S. FOWLER William C. Mills, Supervisor Permits and Engineering Unit cc: 4iiiim..r:mi Reg i ona I Supervisor MS Net cp S_ Fowler P.O.Box 27687 Raleigh,N.C.27611-7687 An Equal Opportunity Affirmative Action Employer x. - .. t.. tt• 1• S AV QIit t' s` �,� i1 � ti , ,�*,�. Mffice of niateralittste ul ater �reattnent f9uperintenbent 'tati o Utlle June 4, 1984 /AJ� © TWED Mr. D. Rex Gleason, P.E. p '""" Mooresville Regional Office S.P.F.O. NC Div. of Environmental Management P. O. Box 950 JUN 6 1984 Mooresville, NC 28115-0950 Dear Mr. Gleason: '. ) As required by Section B, 10. of NPDES Permit No. NC0020591 , the City of Statesville hereby requests renewal of Permit No. NC0020591 , as amended on September 18, 1980. This permit expires December 31 , 1984. If any further information is necessary for the processing of this request, please let us know. Sincerely, '500_ Harold L. Pulp, Directo Water/Wastewater Treatment HLF/pds cc: Mr. Peter Connet, City Manager a • ;t)./ to(4 0 SUPPLEMENT TO PERMIT COVER SHEET City of Statesville is hereby authorized to: 1 . Continue to operate a 4.0 MGD wastewater treatment plant consisting of a barminutor, influent screw pumps, dual aeration basins with mechanical aeration chemical addition, dual clarifiers with sludge returns, effluent disinfection and sludge treatment consisting of an aerobic digestor, sludge thickner and a filter . press located at Third Creek Wastewater Treatment Plant (Note Part III of this permit), and 2. Discharge from said treatment works into Third Creek which is classified Class "C" waters: 7/1 � State of North Carolina Department of Natural Resources and Community Development 512 North Salisbury Street • Raleigh, North Carolina 27611 James G. Martin, Governor S.Thomas Rhodes, Secretary N. C. DEPT. OF NATURAL DIVISION OF ENVIRONMENTAL MANAGEMENT RESOURCES AND April 18, 1985 COMMUNITY DEVELOPMENT 24'1985 Mr. Harold Fulp City of Statesville _ Post Office Box 1111 - - -- IGEMEJIT Statesville, North Carolina 28677', TIt Subject: Amendment of NPDES Permit No. NC 0020591 Third Creek Wastewater Treatment Plant, Statesville Iredell County, N. C. Dear Mr. Fulp: There have been recent changes in regulations resulting in new minimum monitoring requirements. We are transmitting herewith a copy of an amended Page M-3, reflecting the new requirements, which should replace the existing M-3 page in the Permit. This modification will be effective July 1, 1985. All other terms and conditions contained in the orginal Permit remain unchanged and in full effect. These modifications are issued pursuant to 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, requirements, or limitations contained in these modifications are unacceptable to you, you have the right to an adjudicatory hearing before a hearing officer upon written demand to the Director within 30 days following receipt of these modifications, identifying the specific issues to be contended. Unless such demand is made, these modifications shall be final and binding. If you have any questions concerning these modifications, please contact Mr. Arthur Mouberry, at telephone number (919) 733-5083. Sincerely yours, ORIGINAL SIGNED BY DENNIS R. RAMSEY FOR Paul Wilms Director cc: Mr. Jim Patr' P.O.Box 27687,Raleigh,North Carolina 27611-7687 Telephone 919-733-4984 An Equal Opportunity/Affirmative Action Employer 3 1111111 W A. ( t. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS- FINAL (April 1 - October 31) 11 During the period beginning on the effective date of the Permitand lasting until expiration, the permittee is authorized to discharge from outfall(s) serial number(s) ool. Such discharges shall be limited and monitored by the permittee as specified below: Effluent Characteristics Discharge Limitations Monitoring Requirements Kglday (lbs/da ) Other-Units (Specify) Measurement Sample * Sample Monthly Avg. Weekly Avg. Monthly Avg. weekly Avg. req uency Type Location Flow 4.0 MGD Continuous Recording I or E BOD, 5-Day, 20°C 30 mg/1 45 mg/1 Daily Composite I, E NH3 as N 13 mg/1 20 mg/1 Daily Composite E TSS 30 mg/1 45 mg/1 Daily Composite E Fecal Coliform (geometric mean) 1000/100 ml 2000/100 ml Daily Grab E, U, D Temperature Daily Grab E, U, D Dissolved Oxygen (minimum) 5.0 mg/1 5.0 mg/1 Daily Grab E, U, D Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite E Total Phosphorus Monthly Composite E Residual Chlorine Daily Grab E *I-Influent, E-Effluent, D-Downstream, U-Upstream Stream samples shall be collected three times per week during June, July, August and September and once per week during the rest of the year. z -o-o- nCDao ca m ( The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and o` shall be monitored daily at the effluent by grab samples. tA c There shall be no discharge of floating solids or visible foam. in other than trace amounts. 1-. 0, 3 W A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL (November 1 - March 31) During the period beginning on the effective date of the Permitnd lasting until expiration, the permittee is authorized to discharge from outfall(s) serial number(s) mi. Such discharges shall be limited and monitored by the permittee as specified below: Effluent Characteristics Discharge Limitations Monitoring Requirements Kg/day (lbs/da ) Other-Units (Specify) Measurement Sa le * Sample Monthly Avg. Weekly Avg. Monthly Avg. weekly Avg. requency Location Flow 4.0 MGD Continuous Recording I or E BOD, 5-Day, 20°C 30 mg/1 45 mg/1 Daily Composite I, E NH3 as N Daily Composite E TSS 30 mg/1 45 mg/1 Daily Composite E Fecal Coliform (geometric mean) 1000/100 ml 2000/100 ml Daily Grab E, U, D Temperature Daily Grab E, U, D Dissolved Oxygen Daily Grab E, U, D Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite E Total Phosphorus Monthly Composite E Residual Chlorine • Daily Grab E *I-Influent, E-Effluent, U-Upstream, D-Ddwnstream Stream samples shall be collected three times per week during June, July, August and September and once per week during the rest of the year. z -0'v� A ID 0 Or O ID C4 The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and 0 shall be monitored daily at the effluent by grab samples. oz There shall be no discharge of floating solids or visible foam in other than trace amounts. �• 0 , ..v�`SrA7Fo S State of North Carolina Department of Natural Resources and Community Development Mooresville Regional Office James G. Martin, Governor S. Thomas Rhodes, Secretary DIVISION OF ENVIRONMENTAL MANAGEMENT March 29, 1985 Mr. Harold Fulp City of Statesville Post Office Box 1111 Statesville, North Carolina 28677 Subject: Amendment of NPDES Permit No. NC 0020591 Third Creek WWTP, Statesville Iredell County, North Carolina Dear Mr. Fulp: There have .been recent changes in regulations resulting in new minimum monitoring requirements. A draft copy of an amended M-3 page of the NPDES Permit reflecting the new requirements for the wastewater discharge is enclosed. A request has been forwarded to our Raleigh Office for amendment of the Permit to reflect the changes. You will be advised if these amendments are adopted. If you should have any questions concerning this matter or require additional information, please do not hesitate to contact Mr. Monty Payne or me at telephone number (704) 663-1699. Sincerely, A ORIGINAL. F,!13,rr D. Rex Gleason, P. E. » " Water Quality Regional Engineer 1,1 Enclosure cc: Mr. Gil Wallace, EPA Iredell County Health Department 4100 MDP:se .N. -4 w .: 919 North Main Street, P.O. Box 950,Mooresville, N.C. 28115-0950•Telephone 704-663-1699 An Equal Opportunity Affirmative Action Employer 74, 11111111111111.111111 ,gym t ae; a 141111111 w11 A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL (November 1 - March 31) I I I During the period beginning on the effective date of the PermAnd lasting until expiration, the permittee is authorized to discharge from outfall(s) serial number(s) 001. Such discharges shall be limited and monitored by the permittee as specified below: Effluent Characteristics Discharge Limitations Monitoring Requirements Kg/day (lbs/day) Other•Units (Specify) Measurement Sample * She Monthly Avg. Weekly Avg. Monthly Avg. weekly Avg. Frequency Ra Location Flow 4.0 MGD Continuous Recording E BOD, 5-Day, 20°C 30 mg/1 45 mg/1 Daily Composite I, E NH3 as N Daily Composite E TSS 30 mg/1 45 mg/1 Daily Composite E Fecal Coliform (geometric mean) 1000/100 ml 2000/100 ml Daily Composite E, U, D Settleable Matter 2/Month Grab E Temperature Daily Grab E, U, D Dissolved Oxygen Daily Grab E, U, D Total Nitrogen (NO2 + NO3 + TKN) Semi-annually Composite E Total Phosphorus Semi-annually Composite E Residual Chlorine Daily Grab E *I-Influent, E-Effluent, U-Upstream, D-Downstream z -v-v nroaa o a' 3 The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab samples. discharge of floating solids or visible foam in other than trace amounts. . There shall be no drg °, 3 W A. ( ]). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS- FINAL (April 1 - October 31) During the period beginning on the effective date of the Permitand lasting until expiration, the permittee is authorized to discharge from outfall(s) serial number(s) ool. Such discharges shall be limited and monitored by the permittee as specified below: Effluent Characteristics Discharge Limitations Monitoring Requirements Kg/day Avg. (lbs/da ) Other-Units (Specify) Measurement Sample * Sample Monthly Weeklyy Avg. Monthly Avg. weekly Avg. Frequency 'ice Location Flow 4.0 MGD Continuous Recording I BOD, 5-Day, 20°C 30 mg/1 45 mg/1 Daily Composite I, E NH3 as N 13 mg/1 20 mg/1 Daily Composite E TSS 30 mg/1 45 mg/1 Daily Composite E Fecal Coliform (geometric mean) 1000/100 ml 2000/100 ml Daily Grab E, U, D Temperature Daily Grab E, U, D Dissolved Oxygen (minimum) 5.0 mg/1 5.0 mg/1 Daily Grab E, U, D Total Nitrogen (NO2 + NO3 + TKN) Semi-annually Composite E Total Phosphorus Semi-annually Composite E Residual Chlorine Daily Grab E *I-Influent, E-Effluent, D-Downstream, U-Upstream z -cov-1 nroDO a m Oac The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and o` shall be monitored daily at the effluent by grab samples. vD o There shall be no discharge of floating solids or visible foam in other than trace amounts. 1-' 0 Prr DIVISION OF ENVIRONMENTAL MANAGEMENT March 29, 1985 MEMORANDUM TO: Lee Fleming FROM: D. Rex Gleason 1 SUBJECT: Amendment of NPDES Permit No. NC 0020591 Third Creek WWTP, Statesville Iredell County, North Carolina This Office requests that the NPDES Permit No. NC 0020591 be amended to reflect the new minimum monitoring requirements. Attached is a suggested letter for Mr. Wilms' signature to Mr. Fulp amending the subject Permit and transmitting the amended portion of the Permit. If you should have any questions, please contact Mr. Monty Payne or me. Attachment mGP MDP:se Permit No. NC0020591 w 4"7/4-- DRAFT.k STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT DIVISION OF ENVIRONMENTAL MANAGEMENT PERM I T To Discharge Wastewater Under the NATIONAL POLLUTANT DISCHARGE"ELIMINATION SYSTEM In compliance with the provisions 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, City of Statesville is hereby authorized to discharge wastewater from a facility located at Third Creek Wastewater Treatment Plant NCSR 1354 Iredell County to receiving waters designated Third Creek in the Yadkin River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, and III hereof. This permit shall become effective This permit and the authorization to discharge shall expire at midnight on Signed this day of DRAFT Robert F. Helms, Director Division of Environmental Management By Authority of the Environmental Management Commission M1 & I1 Permit No. NC0020591 SUPPLEMENT TO PERMIT COVER SHEET City of Statesville is hereby authorized to: 1 . Continue to operate a 4.0 MGD wastewater treatment plant consisting of a barminutor, influent screw pumps, dual aeration basins with mechanical aeration chemical addition, dual clarifiers with sludge returns, effluent disinfection and sludge treatment consisting of an aerobic digestor, sludge thickner and a filter press located at Third. Creek Wastewater Treatment Plant (Note Part III of this permit), and 2. Discharge from said treatment works into Third Creek which is classified Class "C" waters. ►,, 3 ca -,, A. ( 1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final (April 1 - October 31 ) • During the period beginning on the effectlyydate of the Permit and lasting until escpiratlon, the permittee is authorized to discharge from outfall(s) serial number(s) ow . Such discharges shall be limited and monitored by the permittee as specified below: . Effluent Characteristics Discharge Limitations Monitoring Requirements Kg/day (lbs/day) Other-Units (Specify) Measurement Sample * Sample Monthly Avg. Weekly Avg. Monthly Avg. weekly Avg. Frequency Type Location Flow 4.0 MGD Continuous Recording I BOD, 5Day, 20°C 30 mg/I 45 mg/I Daily Composite I ,E NH as N 13 mg/I 20 ,Tg/I Weekly Composite E TSS� 30 mg/I 45 'm41I Daily Composite E Fecal Coliform (geometric mean) 1000/100 ml 2000/100 ml Daily Grab E Temperature Daily Grab E,U,D Dissolved Oxygen (minimum) 5.0 mg/I 5.0 mg/I . Daily Grab E,U,D Total Nitrogen (NO2 + NO3 + TKN) Semi-annually Composite E Total Phosphorus Semi-annually Composite E Residual Chlorine Daily Grab E * I - Influent, E - Effluent, U - Upstream, D - Downstream z -am-a nCD The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and o shall be monitored daily at the effluent by grab samples. ul c There shall be no discharge of floating solids or visible foam in other than trace amounts. f ' 0 3 W 1 A. (1 ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final (November 1 - March 31 ) During the period beginning on the effective date of the Permit and lasting until expiration, . . , the permittee is authorized to discharge from outfall(s) serial number(s) 001 . Such discharges shall be limited and monitored by the permittee as specified below: Effluent Characteristics Discharge Limitations Monitoring Requirements Kg/day (lbs/day) Other-Units (Specify) Measurement Sample * Sam le Monthly Avg. Weekly Avg. Monthly Avg. weekly Avg. Frequency Type Location Flow 4.0 MGD Continuous Recording E E30D, 5l)ay, 20°C 30 mg/1 45 mg/I Daily Composite I ,E NH, as N Weekly Composite E 1SS 30 mg/I 45'mg/l Daily Composite E Fecal Coliform (geometric mean) 1000/100 ml 2000/100 ml Daily Grab E Settleable Matter 2/Month Grab E Temperature Daily Grab E,U,D Dissolved Oxygen Daily Grab E,U,D Total Nitrogen (NO2 + NO3 + TKN) Semi-annually Composite E Total Phosphorus Semi-annually Composite E Residual Chlorine Daily Grab E • * I - Influent, E - Effluent, U - Upstream, D - Downstream z "V'v -82 c fDaa oam3 The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and o - shall be monitored daily at the effluent by grab samples. `I o There shall be no discharge of floating solids or visible foam in other than trace amounts. • 0, PART III • Permit No. NC0020591 B. Previous Permits All previous State water quality permits issued to this facility, whether for construction or operation or discharge, are hereby revoked by issuance of this permit. The conditions, requirements, terms, and provisions ofis thisg pEliminationit rSystemdgovernse discharges from National this Pollutant Discharge facility. C. Construction No construction of wastewater treatment facilities or additions thereto shall be begun until Final Plans and Specifications have been submitted to the Division of Environmental Management and written approval and Authorization to Construct has been issued. If no objections to Final Plans and Specifications has been made by the DEM after 30 days following receipt of the plans or issuance this tuction whichever authorizeds latter, the plans may be considered approved and consr D. Certified Operator Pursuant to Chapter 9OA of North Carolina General Statutes, the permittee shall employ a certified wastewater treatment plan operatoreaorin responsiblespstondible charge of the wastewater treatment facilities. Such a certification of the grade equivalentto the classification assigned to the wastewater treatment facilities. E. Pretreatment The permittee has submitted documentation to the Division of Environmental Management which complies with the required activities contained in the State and Federal Pretreatment Regulations 15 NCAC 2H .0900 and 40 CFR 403 respectively. The approved Local Pretreatment program and Conditions of Approval are hereby incorporated as part of this permit by reference. The on-going industrial monitoring activities of the P0TW' s pretreatment program shall be governed by pretreatment regulation and the Conditions of Final Approval . M 15 & I 12 a rr 4 .,- � t ��; K"�: g zAA or ,„.„:„,,,,,„:„..._, T_ •;1-- // , �,•, V\ f 9tfiiy tio. top y' . ' ':, - ' b DIVISION OF ENVIRONMENTAL MANAGEMENT .v 4. N. C. Dr PT. CF NATURAL c P. s'..CE �l.:D .:; • Septenlbered DEVELOP.'o'ENT A. A. +: \titi • f SEP 2 1 1930 f • fi , Mr. William Sequino, Jr. 1 • City 'Manager DIVISION OF ENYIRON-`.CNTAL MANAGEMENT ± City of Statesville MOORESVILLE REEWNAL OFFICE , ` P.O. Box 1111 'psi Statesville, North Carolina 28677 SUBJECT: Revisions to NPDES Permit !, le No. NC0020591 : City of Statesville Third Creek Plant ' Iredell County Dear Mr. Sequino: = . s10In accordance with your January 11, 1980 request for revision of ii'Y the subject Permit, we are forwarding herewith seasonal effluent limitations for Permit No. NC0020591. This amendment is issued pursuant to the requirements 1 of North Carolina General Statute 143-215.1 and the Memorandum of Agreement h ; between North Carolina and the U.S. Environmental Protection Agency dated ilv 1 October 19, 1975. • .' If any parts, requirements, or limitations contained in this revision V are unacceptable to you, you have the right to an adjudicatory hearing before a hearing officer upon written demand to the Director within 30 4 "` days following receipt of this revision, identifying the specific issues „':'A to be contended. Unless such demand is made, th-s revision shall be final -ric, _ ,, and binding. yl Ct' • If you have any questions regarding this matter, do not hesitate to .y -k . contact us. �f ,3 4 Yours very truly, Origina! Signet by L'Wril ., L. P. BENTON, JR. ak -Neil S. Grigg 3 Director " n `k l ,$r cc: oresville Regional Office Aem Mr. George Harlow, EPA °. iir to- w. 70. Al 4 i.t, 4 s ,,i- 41.-t f Y'.+t' - ;,4a �y, - ._44 -.d .�..�,.-y; 4,,, .S '+F a ' �.� 'Ff ..,;d',i. ', 111111 3 A. (1 ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Summer Limits (April 1 to October 31 ) -During the period beginning December 31 , 1979 and lasting until expiration, the permittee is authorized to discharge from outfall (s) serial number(s) 001 . Such discharges shall be limited and monitored by the permittee as specified below: Effluent Characteristics Discharge Limitations Monitoring Requirements Kg/day (lbs/day) Other-Units (Specify) ***Measurement **Sample *Sample Monthly Avg. Weekl Avg. Monthly Avg. weekly Avg. Frequency Type Location Flow 4 MGD Daily Recording E BOD5 18 mg/1 27 mg/1 Daily Composite I, E, U, D NH3 as N 8 mg/1 12 mg/1 Weekly Composite I, E TSS 30 mg/1 45 mg/1 Weekly Composite I, E Settleable Matter Daily Grab E Fecal Coliform (Geometric Mean) 1000/100 ml 2000/100 ml Daily Grab E, U, D Temperature **** Daily Grab E, U, D Dissolved Oxygen (Minimum) 5 mg/1 Daily Grab E, U, D COD Weekly Composite E, U, D Total Residue Weekly Composite I, E Residual Chlorine Daily Grab E *Sample Locations: I-Influent, E-Effluent, U-Upstream, D-Downstream **All stream samples shall be grab. ***Daily means every day on which a wastewater discharge occurs except Saturdays, Sundays and legal holidays. Daily stream sampling frequency may be reduced at each sampling station to one (1 ) time per week, except during the months of June, July, August and September when the frequency must be no less than three (3) times per week at each sampling station. ****The temperature shall be such as to not cause a temperature in the receiving stream of 5°F above ambient stream z ov-v-ci water temperature. n "i CO al 9 CD c-+ The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and = shall be monitored daily at I, E, U, D by grab samples. = z There shall be no discharge of floating solids or visible foam in other than trace amounts. c o :D V a A. ( 2). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Winter Limits (November 1 to March 31 ) 11111111 During the period beginning December 31 , 1979 and lasting until expiration, the permittee is authorized to discharge from outfall (s) serial number(s) 001 . Such discharges shall be limited and monitored by the permittee as specified below: Effluent Characteristics Discharge Limitations Monitoring Requirements Kg/day (lbs/da ) Other-Units (Specify) *** Measurement ** Sample * Sample Monthly Avg. Weekly Avg. Monthly Avg. Weekly Avg. Frequency Type Location Flow 4 MGD Daily Recording E BOD5 30 mg/1 45 mg/1 Daily Composite I, E, U, D NH3 as N Weekly Composite I, E TSS 30 mg/1 45 mg/1 Weekly Composite I, E Fecal Coliform (Geometric Mean) 1000/100 ml 2009/100 ml Daily Grab E, U, D Setteable Matter Daily Grab E, Dissolved Oxygen (Minimum) Daily Grab E, U, D COD Weekly Composite E, U, D Total Residue Weekly Composite I, E Residual Chlorine Daily Grab E *Sample Locations: I-Influent, E-Effluent, U-Upstream, D-Downstream **All stream samples shall be grab. ***Daily means every day on which a wastewater discharge occurs except Saturdays, Sundays and legal holidays. Daily stream sampling frequency may be reduced at each sampling station to one (1 ) time per week, except during the months of June, July, August and September when the frequency must be no less than three (3) times per week at each sampling station. The temperature shall be such as to not cause a temperature in the receiving stream of 5°F above ambient stream water temperature and shall be monitored daily at E, U, D by grab samples. z -a-v -v r, maa -SCO Z 3 m r The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and 0 shall be monitored daily at I , E, U, D by grab samples. z There shall be no discharge of floating solids or visible foam in other than trace amounts. -, CA co 4 I 0,1)11 e ' DIVISION OF ENVIRONMENTAL MANAGEMENT December 31, 1979 Mr. William Sequins, Jr., City Manager City of Statesville ' P. 0. Box 1111 Statesville, NC 28677 Subject: Permit No. NC0020591 City of Statesville Third Creek Plant Iredell County Dear Mr. Sequino: In accordance with your application for discharge Permit received July 17, 1979, we are forwarding herewith the subject State - NPDES Permit. This Permit is issued pursuant to 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 dated October 19, 1975. If any parts, requirements, or limitations contained in this Permit are unacceptable to you, you have the right to an adjudicatory hearing before a hearing officer upon written demand to the Director within 30 days following receipt of this Permit, identifying the specific issues to be contended. Unless such demand is made, this Permit shall be final and binding. Please take notice that this Permit is not transferable. Part II, 8.2. addresses the requirements to be followed in case of change in ownership or control of this discharge. This Permit does not affect the legal requirement to obtain other Permits which may be required by the Division of Environmental Management. If you have any questions concerning this Permit, please contact us. Tours very truly, Original S'gned By A. C. TURNAGE, JR. let Neil S. Grigg Director cc: Mr. George Harlow, EPA Mooresville Reg. Ofc. Mooresville Reg. Mgr. • Permit No. NCO 1Y. . 9 17�- STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT DIVISION OF ENVIRONMENTAL MANAGEMENT N. C. DEFT. OF NATURAL PERMIT CObL.IUE�i IRCES AND DEVELOPMEN'r To Discharge Wastewater Under The NATIONAL .s 4 1?8fl POLLUTANT DISCHARGE ELIMINATION SYSTEM �� it�At B.AnAGEMENI D_lVlS10N Cf f�'o'�C`�C .i,.�'l OffICE In compliance with the provisions of North Carolina G � iaaute 3-215.1 , other lawful standards and regulations promulgated and adoot? by the North Carolina Environmental Management Commission, and the Fecerai Water Pollution Control Act, as amended, City of Statesville is hereby authorized to discharge wastewater from a facility located at Third Creek Wastewater Treatment Plant Iredell County to receiving waters Third Creek in the Yadkin River Basin in accordance with effluent limitations , monitoring requirements , and other conditions set forth in Parts I , II , and III hereof. This permit shall become effectivea.c 311919 This permit and the authorization to discharge shall expire at midnight on IDEC 3 1 1984 Signed this day of DEC 311979 Original Signed By A. C. TURNAGE,JR. I/44 Neil S. Grigq, Director Division of Environmental Management By Authority of the Environmental Management Commission M 1 & I 1 Permit No. NC O 0 g SUPPLEMENT TO PERMIT COVER SHEET City of Statesville is hereby authorized to: 1 . Continue to operate a 4 MGD wastewater treatment plant consisting of a bar screen, dual aeration basins, dual clarifiers, disinfection and sludge handling facilities located at Third Creek Wastewater Treatment Plant (Note Part III of this Permit), and 2. Discharge from said treatment works into Third Creek which is classified Class "C". A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL During the period beginning DEC3 1 1979 and lasting until expiration, the permittee is authorized to discharge from outfall(s) serial number(s) 001 . • Such discharges shall be limited and monitored by the permittee as specified below: Effluent Characteristics Discharge Limitations Monitoring Requirements Kg/day (lbs/day) Other-Units (Specify) ***Measurement **Sample * Sample Monthly Avg. Weekly Avg. Monthly Avg. Weekly Avg. Frequency Type Location Flow 4 MGD 6 MGD Daily Recording E 80D5 18 mg/1 27 mg/1 Daily Composite I, E, U, 0 NH3 as N 8 mg/1 12 mg/1 Weekly Composite I, E TSS 30 mg/1 45 mg/1 Weekly Composite I , E Settleable Matter Daily Grab E Fecal Coliform (Geometric Mean) 1000/100 ml 2000/100 ml Daily Graff E, U, D Temperature **** Daily Grab E, U, D Dissolved Oxygen (Minimum) 5 mg/1 Daily Grab E, U, D COD Weekly Composite E, U, D Total Residue Weekly Composite I , E Residual Chlorine Daily Grab E *Sample Locations: I-Influent, E-Effluent, U-Upstream, D-Downstream **All stream samples shall be grab. ***Daily means every day on which a wastewater discharge occurs except t Saturdays, Sundays and legal holidays . Daily stream sampling frequency may be reduced at each sampling station to one (1) time per week, except during the months of June, July, August and September when the frequency must be no less than three (3) times per week at each sampling station. ****The temperature shall be such as to not cause a temperature in the receiving stream of 5°F above ambient stream water temperature. z '0'ti'c• dT The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and Oct ., shall be monitored Lally at I , E, U, 0 by grab samples. t.D o There shall be no dischErge of floating solids or visible foam in other than trace amounts. . 0, Part I Permit No. NC B. SCHEDULE OF COMPLIANCE 1 . The permittee shall achieve compliance with the effluent limitations specified for discharges in accordance with the following schedule: NOT APPLIGiBLE 2. No later than 14 calendar days following a date identified in the above schedule of compliance, the permittee shall submit either a report of progress or, in the case of specific actions being required by identified dates, a written notice of compliance or noncompliance. In the latter case, the notice shall include the cause of noncompliance, any remedial actions taken, and the probability of meeting the next scheduled requirement. M 4 & I 4 • Part I Permit No. NC "Act" used herein means the Federal Water Pollution Control Act, As Amended. "DEM" used herein means the Division of Environmental Management of the Department of Natural Resources and Community Development. "EMC" used herein means the North Carolina Environmental Management Commission. C. MONITORING AND REPORTING 1 . Representative Sampling Samples and measurements taken as required herein shall be representative of the volume and nature of the monitored discharge. 2. Reporting Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a Monthly Monitoring Report Form (DEM No. MR 1 .0, 1 .1 , and,1.4) , postmarked no later than the 45th day following the completed reporting period. The first report is due on MAR 15 1980 . Duplicate signed copies of these, and all other reports required herein, shall be submitted to the following address: Division of Environmental Management Water Quality Section Post Office Box 27687 Raleigh, North Carolina 27611 3. Definitions a. The monthly average, other than for fecal coliform bacteria, is the arithmetic mean of all the composite samples collected in a one- month period. The monthly average for fecal coliform bacteria is the geometric mean of samples collected in a one-month period. b. The weekly average, other than for fecal coliform bacteria, is the arithmetic mean of all the composite samples collected during a one-week period. The weekly average for fecal coliform bacteria is the geometric mean of samples collected in a one-week period. c. Flow, M3/day (MGD): The flow limit expressed in this permit is the 24 hour average flow, averaged monthly. It is determined as the arithmetic mean of the total daily flows recorded during the calendar month. d. Arithmetic Mean: The arithmetic mean of any set of values is the summation of the individual values divided by the number of individual values. M5 Part I Permit No. NC e. Geometric Mean: The geometric mean of any set of values is the Nth root of the product of the individual values where N is equal to the number of individual values. The geometric mean is equiva- lent to the antilog of the arithmetic mean of the logarithms of the individual values. For purposes of calculating the geometric mean, values of zero (0) shall be considered to be one (1 ). f. Composite Sample: A "composite sample" is any of the following: (1 ) Not less than four influent or effluent portions collected at regular intervals over a period of 24 hours and composited in proportion to flow. (2) Not less than four equal volume influent or effluent portions collected over a period of 24 hours at intervals proportional to the flow. (3) An influent or effluent portion collected continuously over a period of 24 hours at a rate proportional to the flow. g. Grab Sample: A "grab sample" is a single influent or effluent portion which is not a composite sample. The sample(s) shall be collected at the period(s) most representative of the total discharge. 4. Test Procedures Test procedures for the analysis of pollutants shall conform to the EMC regulations published pursuant to N. C. G. S. 143-215.63 et seq, The Water and Air Quality Reporting Act, and to regulations published pursuant to Section 304(g) , 33 USC 1314, of the Federal Water Pollution Control Act, As Amended, and Regulation 40 CFR 136. 5. Recording Results For each measurement or sample taken pursuant to the requirements of this permit, the permittee shall record the following information: a. The exact place, date, and time of sampling; b. The dates the analyses were performed; and c. The person(s) who performed the analyses. M6 • PART I Permit No. NC 6. Additional Monitoring by Permittee If the permittee monitors any pollutant at the location(s) designated herein more frequently than required by this permit, using approved analytical methods as specified above, the results of such monitoring shall be included in the calculation and reporting of the values required in the Monthly Monitoring Report Form (DEM No. MR 1 .0, 1 .1 , and 1 4) Such increased frequency shall also be indicated. The DEM may require more frequent monitoring or the monitoring of other pollutants not required in this permit by written notification. 7. Records Retention All records and information resulting from the monitoring activities required by this Permit including all records of analyses performed and calibration and maintenance of instrumentation and recordings from continuous monitoring instrumentation shall be retained for a minimum of three (3) years, or longer if requested by the Division of Environmental Management or the Regional Administrator of the Environmental Protection Agency. M7 PART• IL Permit No. NC A. MANAGEMENT REQUIREMENTS 1 . Change in Discharge All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge of any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall constitute a violation of the permit. Any anticipated facility expansions, production increases, or process modifications which will result in new, different, or increased discharges of pollutants must be reported by submission of a new NPDES application or, if such changes will not violate the effluent limitations specified in this permit, by notice to the DEM of such changes. Following such notice, the permit may be modified to specify and limit any pollutants not previously limited. 2. Non compliance Notification If, for any reason, the permittee does not comply with or will be unable to comply with any effluent limitation specified in this permit, the per- mittee shall provide the Division of Environmental Management with the following information, in writing, within five (5) days of becoming aware of such condition: a. A description of the discharge and cause of noncompliance; and b. The period of noncompliance, including exact dates and times; or, if not corrected; the anticipated time the noncompliance is expected to continue, and steps being taken to reduce, eliminate and prevent recurrence of the noncomplying discharge. 3. Facilities Operation The permittee shall at all times maintain in good working order and operate as efficiently as possible all treatment or control facilities or systems installed or used by the permittee to achieve compliance with the terms and conditions of this permit. 4. Adverse Impact The permittee shall take all reasonable steps to minimize any adverse impact to navigable waters resulting from noncompliance with any effluent limitations specified in this permit, including such accelerated or additional monitoring as necessary to determine the nature and impact of the noncomplying discharge. 5. Bypassing Any diversion from or bypass of facilities necessary to maintain compliance with the terms and conditions of this permit is prohibited, except (i ) where M 8 & I 7 PART II Permit No. NC unavoidable to prevent loss of life or severe property damage, or (ii ) where excessive storm drainage or runoff would damage any facilities necessary for complaince with the effluent limitations and prohibitions of this permit. All permittees who have such sewer bypasses or overflows of this discharge shall submit, not later than six months from the date of issue of this permit, detailed data or engineering estimates which identify: a. The location of each sewer system bypass or overflow; b. The frequency, duration and quantity of flow from each sewer system bypass or overflow. This requirement is waived where infiltration/inflow analyses are scheduled to be performed as part of an Environmental Protection Agency facilities planning project. 6. Removed Substances Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters shall be disposed of in a manner such as to prevent any pollutant from such materials from entering waters of the State or navigable waters of the United States. 7. Power Failures The permittee is responsible for maintaining adequate safeguards to prevent the discharge of untreated of inadequately treated wastes during electrical power failures either by means of alternate power sources, standby generators or retention of inadequately treated efflu- ent. Should the treatment works not include the above capabilities at time of permit issuance, the permittee must furnish within six months to the permitting authority, for approval , an implementation schedule for their installing, or documentation demonstrating that such measures are not necessary to prevent discharge of untreated or inadequately treated wastes. Such documentation shall include frequency and duration of power failures and an estimate of retention capacity of untreated effluent. 8. Onshore or Offshore Construction This permit does not authorize or approve the construction of any onshore or offshore physical structures or facilities or the undertaking of any work in any navigable waters. M9 PART II Permit No. NC B. RESPONSIBILITIES 1 . Right of Entry The permittee shall allow the Director of the Division of Environmental Management, the Regional Administrator, and/or their authorized represen- tatives, upon the presentations of credentials: a. The enter upon the permittee's premises where an effluent source is located or in which any records are required to be kept under the terms and conditions of this permit; and b. At reasonable times to have access to and copy any records required to be kept under the terms and conditions of this permit; to inspect any monitoring equipment or monitoring method required in this permit; and to sample any discharge of pollutants. 2. Transfer of Ownership or Control This permit is not transferable. In the event of any change in control or ownership of facilities from which the authorized discharge emanates or is contemplated, the permittee shall notify the prospective owner or controller by letter of the existence of this permit and of the need to obtain a permit in the name of the prospective owner. A copy of the letter shall be forwarded to the Division of Environmental Management. 3. Availability of Reports Except for data determined to be confidential under N. C. G. S. 143-215. 3(a)(2) or Section 308 of the Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices of the Division of Environmental Management. As required by the Act, effluent data shall not be considered confidential . Knowingly making any false statement on any such report may result in the imposition of criminal penalties as provided for in N. C. G. S. 143-215.6(b)(2) or in Section 309 of the Federal Act. 4. Permit Modification After notice and opportunity for a hearing pursuant to N. C. G. S. 143- 215.1 (b)(2) and G. S. 143-215.1 (e) respectively, this permit may be modified, suspended, or revoked in whole or in part during its term for cause including, but not limited to, the following: a. Violation of any terms or conditions of this permit; b. Obtaining this permit by misrepresentation or failure to disclose fully all relevant facts; or c. A change in any condition that requires either a temporary or permanent reduction or elimination of the authorized discharge. M 10 & I 9 PART II Permit No. NC 5. Toxic Pollutants Notwithstanding Part II, B-4 above, if a toxic effluent standard or prohibition (including any schedule of compliance specified in such effluent standard or prohibition) is established under Section 307(a) of the Act for a toxic pollutant which is present in the discharge and such standard or prohibition is more stringent than any limitation for such pollutant in this permit, this permit shall be revised or modified in accordarce with the toxic effluent standard or prohibition and the permittee so notified. 6. Civil and Criminal Liability Except as provided in permit conditions on "Bypassing" (Part II, A-5) and "Power Failures" (Part II, A-7), nothing in this permit shall be construed to relieve the permittee from civil or criminal penalties for noncompliance pursuant to N. C. G. S. 143-215.6 or Section 309 of the Federal Act, 33 USC 1319. 7. Oil and Hazardous Substance Liability Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject under N. C. G. S. 143-215.75 et seq. or Section 311 of the Federal Act, 33 USC 1321 . 8. Property Rights The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any infringement of Federal,State or local laws or regulations. 9. Severability The provisions of this permit are severable, and if any provision of this permit, or the application of any provision of this permit to any circum- stance, is held invalid, the application of such provision to other cir- cumstances, and the remainder of this permit shall not be affected thereby. M 11 & I10 • • PART II • Page of Permit No. NC 10. Expiration of Permit Permittee is not authorized to discharge after the expiration date. In order to receive authorization to discharge beyond the expiration date, the permittee shall submit such information, forms, and fees as are required by the agency authorized to issue permits. no later than 180 days prior to the expiration date. Any discharge without a permit after the expiration will subject the permittee to enforcement proce- dures as provided in N. C. G. S. 143-215.6, and 33 USC 1251 et seq. 11 . Industrial Pretreatment Standards • Permittee shall require any industrial dischargers into the permitted system to meet Federal Pretreatment Standards (40 CFR, Part 403 ) promulgated in response to Section 307(b) of the Act. The permittee shall provide semi-annual reports to the permitting agency regarding the pre-treatment requirements which have been imposed on each major contri-. buting industry and the results achieved therefrom. Other information may be needed regarding new industrial discharges and this will be requested from the permittee after the permitting agency has received notice of the new industrial discharge. A major contributing industry is one that: (1 ) has a flow of 50,000 gallons or more per average work day; (b) has a flow greater than five percent of the flow carried by the municipal system receiving the waste; (c) has in its waste a toxic pollutant in toxic amounts as defined in standards issued under Section 307(a) of the Act; (d) has significant impact either singly or in combination with other contributing industries, on the treatment works or the quality of its effluent. Any change in the definition of a major contributing industry as a result of promulgations in response to Section 307 of the. Act shall become a part of this Permit. s • PART III Page of Permit No. NC PART III OTHER REQUIREMENTS Requirements for Effluent. Limitations on Pollutants Attributable to Industrial Users 1. Effluent limitations from this discharger are listed in Part I of this permit. It is apparent that other pollutants attributable to inputs from major contributing industries using the municipal system may also be present in the permittee's discharge. At such time as sufficient information becomes available to establish limitations for such pollutants, this permit may be revised to specify effluent limitations for any or all of such other pollutants in accordance with best practicable technology or water quality standards. 2. Under no circumstances shall the permittee allow introduction of the following wastes into the waste treatment system: a. Wastes which create a fire or explosion hazard in the treatment works. b. Wastes which will cause corrosive structural damage to treatment works. c. Solid or viscous substances in amounts which cause obstructions to the flow in sewers or interference with the proper operation of the treatment works. d. Wastewaters at a flow rate and/or pollutant discharge rate which is excessive over relatively short time periods so as to cause a loss of treatment efficiency. e. Heat in amounts which will inhibit biological activity in the treatment works resulting in interference but in no case heat in such quantities 0 0 that the temperature at the treatment works influent exceeds 40 C (104 F) unless the works are designed to accomodate such heat. (After August 25, 1981) 3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the permittee to supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to ensure compliance by the permittee with all applicable effluent limitations. Such actions by the permittee may be necessary regarding some or all of the major contri- buting industries discharging to the municipal system. The permittee shall require each major contributing industry subject to pre-treatment standards or any other applicable requirements promulgated pursuant to Section 307 of the Act to submit to the permittee periodic notice (at intervals not to exceed 9 months) regarding specific actions taken to achieve full compliance with the requirements of Section 307. Starting on the permittee shall submit semi-annually to the permit issuing authority a report summarizing the progress of all known major contributing industries subject to the requirements of Section 307 towards full compliance with such requirements. Such report shall include at least the following information: • • PART III Page of Permit No. NC a. A narrative summary of actions taken by the permittee to ensure that all major contributing industries comply with the requirements of Section 307. b. The number of major contributing industries using the treatment works, divided into SIC group categories. c. The number of major contributing industries in full compliance with the requirements of Section 307, or not subject to these requirements (e.g. , discharge only compatible pollutants). d. A list identifying by name those major contributing industries presently in violation of the requirements of Section 307. 4. Immediately upon issuance of this permit, the permittee shall establish and implement a procedure to obtain from all major contributing indus- tries specific information on the quality and quantity of effluents intro- duced by such industrial users. The following information shall be reported to the permitting agency on a quarterly basis beginning ; quarterly reports reflecting no change from the previous quarter may simply relate this fact, without submitting repetitive data. a. Section IV, Standard Form A shall be completed and submitted for each major contributing industry. b. Information on the municipal facility as a whole is to be reported on the monthly Monitoring Report Form (DEM - No. MR 1 .0, 1 .1 , 1 .2, and 1 .3). Once the specific nature of industrial contributions has been identified, data collection and reporting requirements may be levied for other parameters in addition to those included on Form (DEM No. 1 .0, 1 .1 , 1 .2, and 1 .3). 5. Based on the information regarding industrial inputs reported by the permittee pursuant to the preceding paragraph, the permittee will be notified by the permitting authority of the availability of industrial effluent guidelines. on which to calculate allowable inputs of incompatible pollutants based on BPT for each industry group. Copies of guidelines will be provided as appropriate. Not later than 120 days following receipt of this information, the permittee shall submit to the permitting authority calculations reflecting allowable inputs from each major con- tributing industry. The permittee shall also require all such major contributing industries to implement necessary pre-treatment requirements (as provided for in 40 CFR, Part 403 ), providing the permitting authority with notifications of specific actions taken in this regard. At that time, the permit may be amended to reflect the municipal facility's effluent 'requirements for incompatible pollutants. • • PART III Permit No. NC B. Previous Permits • All previous State water quality permits issued to this facility, whether for construction or operation or discharge, are hereby revoked by issuance of this permit. The conditions, requirements, terms, and provisions of this permit authorizing discharge under the National Pollutant Discharge Elimination System governs discharges from this facility. C. Construction No construction of wastewater treatment facilities or additions thereto shall be begun until Final Plans and Specifications have been submitted to the Division of Environmental Management and written approval and Authorization to Construct has been issued. If no objections to Final Plans and Specifications has been made by the DEM after 30 days following receipt of the plans or issuance of this permit, whichever is latter, the plans may be considered approved and construction authorized. D. Certified Operator Pursuant to Chapter 90A of North Carolina General Statutes, the permittee shall employ a certified wastewater treatment plant operator in responsible charge of the wastewater treatment facilities. Such operator must hold a certification of the grade equivalent to the classification assigned to the wastewater treatment facilities. E. This permit shall be modified, or alternatively, revoked and reissued, by September 27, 1980, to incorporate an approved POTW Pretreatment Program or a compliance schedule for the development of a POTW Pretreatment Program as required under section 402 (b) (8) of the Clean Water Act and implementing regulations or by the requirements of the approved State pretreatment program, as appropriate. N 15 & 112 Permit No. NC00 2 0 5 9 1 • Part III (Modified) Pretreatment F The Permittee has submitted documentation to the Division of Environ- mental Management which complies with the required activities contained in the State and Federal Pretreatment Regulations 15. NCAC 2H .0900 and 40 CFR 403 respectively. The approved Local Pretreatment Program and Conditions of Approval are hereby incorporated as part of this permit by reference. The on-going industrial monitoring activities of the POTW's pretreatment program shall be governed by pretreatment regulation and the Conditions of Final Approval. • NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT ENVIRONMENTAL MANAGEMENT COMMISSION FACT SHEET APPLICATION FOR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT TO DISCHARGE TREATED WASTEWATER Application No. NC 0020591 Date October 22, 1979 1. SYNOPSIS OF APPLICATION a. Name and Address of Applicant City of Statesville Third Creek Wastewater Treatment Plant Post Office Box 1111 Statesville, North Carolina 28677 b. Description of Applicant' s Operation Treat the domestic and industrial wastewater generated in the Third Creek drainage basin. c. Production Capacity of Facility 4.0 MGD - design capacity d. Applicant' s Receiving Waters Third Creek 7Q10: 14 cfs Class "C" Best Usage: Fishing, boating, wading and any other best usage except for bathing or as a source of water supply for drinking, culinary or food processing purposes. For a sketch showing the location of the discharge(s) , see Attachment A. e. Description of Existing Pollution Abatement Facilities The Third Creek Wastewater Treatment Plant currently consists of a bar screen, spiral lift pumps, dual aeration basins, dual clarifiers and disinfection facilities. The sludge is treated in an aerobic digestor, sludge thickner and filter press prior to being disposed of in a landfill. ruye iwo 2. PROPOSED FINAL EFFLUENT LIMITATIONS - As promulgated by Technical Services Effluent Characteristic Discharge Limitation kg/day (lbs/day) Other Limitations (Specify Units) Average Average Maximum BOD, 5-Day, 20°C 18 mg/1 27 mg/1 NH3 as N 8 mg/1 12 mg/1 TSS 30 mg/1 45 mg/1 Fecal Coliform (Geometric Mean) 1000/100 ml 2000/100 ml Dissolved Oxygen (Minimum) 5 mg/1 pH 6-9 s.u. 3. MONITORING REQUIREMENTS The applicant will be required to monitor regularly for flow and those parameters limited in Section 2 above with sufficient frequency to insure compliance with the permit conditions. Frequency, methods of sampling, and reporting dates will be specified in the final permit. 4. PROPOSED COMPLIANCE SCHEDULE FOR ATTAINING EFFLUENT LIMITATIONS A. Comply with final effluent limits on the effective date of the Permit. 5. PROPOSED SPECIAL CONDITIONS WHICH WILL HAVE A SIGNIFICANT IMPACT ON THE DISCHARGE None 6. WATER QUALITY STANDARDS AND EFFLUENT STANDARDS APPLIED TO THE DISCHARGE Effluent limitations are based on best practicable control technology currently available and will meet State and Federal water quality standards of Class "C". 7. PROCEDURES FOR THE FORMULATION OF FINAL DETERMINATIONS a. Comment Period The Division of Environmental Management proposes to issue an MPDES permit to this applicant subject to the effluent limitations and special conditions outlined above. These determinations are tentative. Interested persons are invited to submit written comments on the permit application or on the Division of Environmental Management' s proposed determinations to the following address: DIVISION OF ENVIRONMENTAL MANAGEMENT WASTEWATER MANAGEMENT POST OFFICE BOX 27687 RALEIGH, NORTH CAROLINA 27611 All comments received prior to will be considered in the formulation of final determinations with regard to this application. rage inree b. Public Hearing The Director of the Division of Environmental Management may hold a public hearing if there is a significant degree of public interest in a proposed permit or group of permits. Public notice of such a hearing will be circulated in newspapers in the geographical area of the discharge and to those on the Division of Environmental Management's mailing list at least thirty days prior to the hearing. Following the public hearing, the Director of the Division of Environmental Management may make such modifications in the terms and conditions of the proposed permit as may be appropriate and shall issue or deny the permit. Notice of issuance or denial will be circulated to those who participated in the hearing and to appropriate persons on the Division of Environmental Management's mailing list. If the permit is issued, it will become effective 30 days following date of issuance and will be the final action of the Division of Environmental Management unless an appeal hearing is granted. c. Appeal Hearings An applicant whose permit is denied, or is granted subject to conditions he deems unacceptable, shall have the right to a hearing before the Commission upon making written demand to the Director within 30 days following notice of final decision to deny or grant the permit. d. Issuance of the Permit When No Hearings are Held If no public hearing or appeal hearing is held, and after review of the comments received, the Division of Environmental Management' s determinations are substantially unchanged, the permit will issue and become effective immediately. This will be the final action of the Division of Environmental Management. If no hearings are held, but there have been substantial changes, public notice of the Division of Environmental Management's revised determinations will be made. Following a 30-day comment period, the permit will issue and become effective immediately and will be the final action of the Division of Environmental Management, unless a public or appeal hearing is granted. :i . \..--- 90 ..›.t-i-i.,:-- • -- _ ..1:•. .,_. ___.---•...s. . • ,fP .-.., i 1•., . • , , .... .4.t. ...i'• • --;i7--.7.7;-,7,--1-- . •----... ',:r.c.f,": •iat I{ I zi •- 1 . ' . lllll.0...'t• .0..0•.”4 rvs '''s. \ ,....c.....--:.°3-.;__ • S'... . ":,,.. r'k 0..... `:, .1 S.....„....., / • .., ,,......., I !......TP , _ t ".•:. L: ,e,- ...; ...., .. ,..,, ___ •,• " fil.5 * •'• 50 Bradfords :; •••, .... • - --_ 5. .• .....L.y, i ..,' , '.- i , , •,..,:-, , ..--'..„-•,---- -.. ,_- ' 1 -,..,•:„.•••••s. - ..ISZI 44 Z.' Crossroads = ,5...•,),..., 0 ..:. Z.z .13, til .e., • :: •!...3 . - .r,i ::. 8E11 •-(2...Q. Itt crt iz 5,0CS•1111. .......,_ _ ••••., . oe „..-..---"" STATESVI 4 .... .t. :" •* ii.,1011.6,,,,";:i. ,c / .r. ' ,_ is. . .• ,..-• :,....11IF.t./1.LF '.-•! L,.." ,..... ..\ - - 5663E566a /•z' . ,,••• '4: / f `,... \ - . P i o 0 6 ,_ i•';' ,,, f.., I/ 6 ',If, --......-'4, >•"."4.. -.1,,s•r. ' ,%.,':___•__ , .•..,•13.11*S 2..... • lir . z '006 15::5 • '.' Celeste - • < -.. .Sharon I Henkel if', •C:4 .,.-• , t" .....:1's I loli.. .'-.,!.*coirj!Ii• 0' •:).4'0,* ^ ,0 or6.6(r.:41.£ 1.../.O'• \iC . 1 i V\ , •6 ,,t,,,,, 6 r 0 61.6.51: • , . ,,,, 6•.„at 3 „...-... .. ..„, t k . , 1 ..ic • C2 I • -.Z''''' e'-. rt , ,,„,- . ,,,k..„. ,..ty .,.. : . . , ,,,-. , .,...ii ,! 7, / -..k. .,.. ,. al ,..,...:.... N- ,' /14,5;70i h ,4,0. ° . .1 t - "- - :`.".-. ..,,,-. ..`,.,f,..tilit. I' , r .1 1501L 15=g .P.Z.: • if.., 9',..,r,j 6 .-7 P2I . '''..7 7 'i. I tt.;. \ 1 _IX 1 a •: \:::.,.." .t.,. .....,‘ ''' "....0 1.- 1/4• - V -N-....:•••.'•:''. s..„.-.. /. ..---)Lt2:-•: '''.1.'!'.. , - a. . •,, \L. • rr 14!!'.P• i , ..- , -7-..` .)- , !.5 -*••• :TATESVitif :,.. I), ' k IC." *•,0 .1/4/ •••. ,$) 71i I ,,,,,...S.....-,2-,•-..,:'' .•:''::4::7 1:- 1 1 t....5fs.::Li .. S.. '''''''.I-. '(......_'-'• . 2"' ra-C ,..I.L i 1 • i / ,i,...,-..-4.'” .., „, „,, „r1 "",";\ • .,,,,,11. .0,. .7., ' -.i$ i./ •••7•:.3•• „.{..1./SlAttSVILIA. ....../ '.... :•:".1 ,• . ••• V 0 ,S1/4 i•V1 C''... T.?...! „.3,. 1.1.0. 3.-."-di ':. $, ••• ' r...:L.-.. --. ... I ^9 co, • 1.. ST {wall TIP, .^ •• •,... .5.••'',...._,s_ • r, ,, ... ..A V.1, Cz.., .6,3 , • i 614.,,;tt . iii I.,.0.35,,fr• ,,,,, .Ei, •-• ,..' ..s,..- ''... ,,,/ 1- -__IJCI'llIM ,4 <-^ • 9. i V V f 4 I 'Po'''',. i..sPl'* /369 ----:Euf olo ---• - .;)- Sprtng 1---v---,--- - \ sc • --‘%., ‹.',. ' ts 31 -•- 7- It 8. II. / .. /3,7 1; ,e• IP'-• SU:MILLS STITE.TrittI y.... -.1 ii \ !If.. -t• --,. q. '.,. '-' . ". t,3,3 • • e •••,,, .„...y. a-'.• •'' I ":... /Ow:0. .6 .1,4 •O.1,6,y 44.- •"TROUTMAN . Co ...-7•••••.......__,........'''' S..1 s` /1 •m• ,115 .1......."'",.. ...5 , • `,,,,,. Z.- , / -._, *'''° . •,, c.,.: '. ••• ••,./ ,i 7-7...., :.....-,., 1•4' T",'t ‘• t,7 ' y imli1324111.1 COUNT , . \ 13J: i _......;-/,..• ' ..,,/ , . „... -. A - •;,.• y' ;:7'.'..': *: ::4-!•-• ,:.. r 7.,- _..... :.••,, ; „ 0.`::----*" ..--, . 1\-j ORTITI C A;3' 0 'LI PJA_„ , ... . , : ------TiZiTstbo 1 -Lc-L. ''.--- - /Or . 32.: ?: •••2 . ''',.., • - •f III. .' • ,, ‘p ..,..:.e \ .INIOSWOIt e p.-- - .: .---s, tp, , .14 Ilk 0 1 1 3 tr.ctss t.t. •• East i --"- 'L: '‘,.,...i,...`---,:l •• ,...,,..-. , • t•Pc ''' ' I i .--.‘-- ....,5;.::!,......,-- ,--•-.=..i -\,, MOilb0 t•:ir! • :. W...i iFi'ROKNATF. SCALE SF MilES \ • ,31.3 ra•-• ',:r d...f/ •• • % '''' .5::.....„....., )1:1• ,.,,sr i / cr.--Oi rel rn..,.rid.w. i 3C Broesi is rood\s ,,,, .4 fi , ,,..,,,, A.t. , Pr:.. , ,•,,,V 5.•\ ' Ta . ,..• • 2• G 'V . . -,../....."1. 1 ..•••• s% .-.- .. • .. ..--.. .-.... 1.I • .!.. 57:471s:f./1;•C.,• ', •• • L. .,:•_..:...:-..: ' •- • N '‘'.• l'.;• ...,a"•),..t_. \ ...----t\ ,,;• .. .. ' ...,t"'' -,. . • - N., '...4...2,5 .;W`.: \ tr- --- il ' . ...' ,„••i.• r, rz ... /la .:„. . _......- N% d-z1 . \‘. ..,,:- ... ff....tie-1 • -...,,I... • -- 1.7T• I P ti , •.. -•••TIST. f• ) -,.... - 1,0"5.---<C•••In...7.N.INU. . . I .a.,1,.. ,.., i I • .•-,>, ' I \--,.1•6•:• Champion Tap •C••••:••ta- . . . f.:.-.=* toin ont6•1 -' -,,. Cs_.__,.._.o__o....r.1..7.po5 r"c..a..-.i ttoiol itn••C ,. ,1:kr.ikA•• ft.:14,•"...'..„ib,• ••C:.S/I.-I0••••a1.1‘,:...,,,1:..... s. U00119 ,.... / -.i.ltl, 11-:•••'',.f•ii s--• -4„..p. . 4 . • . I l- ) ••._;c . Third Creek Sewage Treatment ', ii. ---...._.. kt °- \--: .. -. / f I •Z ,. ... plant location as shown ( •vs ,... .c-;: ----(r- ..- - -_ -- ' -- . - .. . . . ,PC.•••:. .':.t• • L,, '•‘ .-- ' / . ' ;41/4,\•••3 ••.2 . •••.. T /.... ...- .• ' ; •(1, C)‘ /t•'.Z".• • • • I •LIP :',.. ,,,''''•1. I ' Long •,-,--v \L•L .1 - '`---\ i `' ‘ . fM, :•• 0:,., , . . ( L.- ,.- , salt . Creek / Lk' \ GI . .----':-.:----.......1 . 1 • ..... , Champion Map Of ..i • 1 ?.., (---_- ., - 1 ' jut . IRi-2,Dr_7141, COUNTY NORTH CAROLINA twit ,e....,,,,,, . ,.) L...... .. - r.-4,LE'..\1.i. "\- ." •"_.4""'!.•iC.---.':.1 s• • iyourne ,.../i.•,, :7:-.‘i.,:.tt ,..,-,_....: ,..• . , r 1, -. .. • N• ,. . --- * ' ' -1-• i..I.,•,..1, . / . .;,i • •::.Y. • ‘ -.-.."........••... ......... -, , .-. - 1 • \ .C. -,T-...11,1.f.,.3....,-.. "A :.....:;'.Ill.:.....•....:;:..7e..:7". . ,e- t i..-,...i. L.:•[6.66•S CD i ...., . 1 , / • ..:, „-,:4,,,-- j ir, . ,...... ,-- _ .... , - . ,... ••:-.6,6 7 141..7' I.,-.,-5.GA.,o0 a •••-- .• -,••..,.,-•--•- ••• . :6 o•1 ,.\ - ..--"..>..I - •,, " tag(•.:••• ......____/...... 1 sfy ' I .•• -i.,•-•-.4t ..-" C:-....,..--.. Cl"---,77:::-'. Ft :, .....nipoon ap 7- 7-----------._ , , , ., .• . !:".1'.•,. •*5 _-_ ..= V...-:!S 1111E6 CANTINA/M.11EN ;,,, CorixoraUem. ,"!, ---...--• 11 - ::• i'....--.4 S 1 IE ;t'•:.''S,::.• ---. ./'..--'..''..• r ) . • MECKLENBURG I,• 1 . .17 )1-IV'S A STAFF REPORT AND RECOMMENDATIONS Part I - INSPECTION OF WASTEWATER TREATMENT PLANT SITE 1. Place visited: City of Statesville Third Creek Wastewater Treatment Plant Iredell County 2. Date: June, 1979 ��3. By: Kenneth M. Cox, r W-C7 4. Person contacted: Harold Fulp, Director of Public Works 5. Directions to site: Travel east of I-77 in Statesville on U. S. Highway 70 to S. R. 2354. Turn right on S. R. 2354; the Third Creek Wastewater Treatment Plant is located at the terminus of S. R. 2354. 6. The bearing and distance to the proposed point of effluent discharge is: N/A. The co-ordinates of the effluent discharge are: N 35° 44'25" and W 80050'21". 7. Size: Adequate for the continued operation and any necessary expansion of the facilities. 8. Topography: Sloping toward Third Creek at a rate of 3 to 5%. 9. Location of nearest dwelling: None within 1003 feet of the facility. 10. Receiving Stream: Third Creek (a) Classification: "C" (b) Minimum 7-Day, 10-Year discharge at site: 14.0 cfs (c) Usage: Fishing, boating, wading and any other best usage except for bathing or as a source of water supply for drinking, culinary or food processing purposes. Part II - DESCRIPTION OF TREATMENT WORKS The City of Statesville Third Creek Wastewater Treatment Plant consists of a bar screen, influent spiral pumps, dual aeration basins, dual clari- fiers, chemical addition and disinfection to treat the effluent prior to discharge. The sludge is treated in an aerobic digestor, sludge thickner and filter press before being disposed of in a landfill. The self-monitoring data indicate the following results: Page Two Parameter Concentration BOO, 5-Day, 20°C 5.2 mg/1 NH3 as N 1.8 mg/1 Ni 19 mg/1 Fecal Coliform 0/100 ml Dissolved Oxygen 7.8 mg/1 pH 6.9 to 7.4 Part III - EVALUATION AND RECOIVIENDATIONS The plant is producing an effluent that complies with the final effluent limitations promulgated by Technical Services. It is recommended NPDES Permit No. NC 0020591 be reissued for this discharger. VII ' 0 :------ -i ; NDU ZLlTATESVILLE tyf,C NORTH CAROLINA P. O. BOX 1111 • STATESVILLE, NORTH CAROLINA 28677 WATER Ale 14( QVALI� .. h e 16 z July 13, 1979 Mr. D. Rex Gleason, P.E. Division of Environmental Manageme. 0 .,} Mooresville Regional Office -.4 ` - 1 1119 North Main Street p•R.0. Mooresville, N.C. 28115 . . 17 1979 Dear Mr. Gleason: WATER AND AIR 6 QUALITY 4 I enclose herewith NPDES Permit application for The Third Creek Wastewater Treatment Plant, City of Statesville. The current permit expires on December 31 , 1979. If any further information is required please let us know. Sincerely, William Seq City Manager Enclosure . • NORTH CAROLINA DEPT. OF NATURAL & ECONIMIC RESOURCES ENVIRONMENTAL MANAGEMENT COMMISSION FOR AGENCY USE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER 1:0C1:111 STANDARD FORM A — MUNICIPAL SECTION L APPLICANT AND FACILITY DESCRIPTION Unless otherwise specified on this form all Items are to be completed. If 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. Please Print or Type 1. Legal Name of Applicant tot. City of Statesville (see instructions) 2. Mailing Address of Applicant • (see Instructions) P• 0. Box 1111 Number&Street City ..1011i, Statesville • State i u North Carolina Zip Code tOl 28677 3. Applicant's Authorized Agent (see instructions)Name and Title 10$ William Sequino, Jr. It City Manager • Number&Street , P• 0• Box 1111 City , Statesville State fosia; North Carolina Zip Code 10111 28677 P.R.O. Telephone ,o , 704 873-2121 (Ext. 210) JUL 171919 Area Number 4. Previous Application Code If a previous application for a per- mit under the National Pollutant WATER AND AIR Discharge Elimination System has been made,glee the date of QUALITY application. 104 YR MO DAY I 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. 102t Printed Name of Person Signing Title 1021 YR MO DAY Signature of Applicant or Authorized Agent Date Application Signed North Carolina General Statute 143-215.6(b) (2) provides that: Any person who knowingly makes any false statement representation, or certification in any application, record, report, plan, or other doctment files or required to be maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, or who falsifies, tampers with, or k_owly 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 of a misdemeanor punishable by a fine not to exceed $10,000, or by imprisonment not to exceed six months, or by both. (18 G.S.C. Section 1001 provide a punisier_t by a fine of not more than S10,000 or imprisonment not more than 5 years, or both, for a similar offense.) r FOR AGENCY USE 5. Facility (see instructions) Give the name,ownership,and physi- cal location of the plant or other operating facility where discharge(s) presently occur(s)or will occur. Third Creek Wastewater Name 1:1111i: .............. Treatment Plant, City of Statesville, SR Ownership(Public,Private or Both Public and Private). 101$b PUB ❑PRV ❑ BPP Check block if a Federal facility 10$0 ❑FED and give GSA Inventory Control Number 1054 Location: SR #2354 Number& Street 105s 7f City 10!t Statesville County 1rFr. Iredell State ,ssit '; North Carolina 6. Discharge to Another Municipal Facility(see instructions) �,T a. Indicate if part of your discharge MN Yes ILiNo is into a municipal waste trans- , port system under another re- sponsible organization. If yes, complete the rest of this item and contiffue with Item 7. If no, go directly to Item 7. b. Responsible Organization Receiving Discharge N/A Name .100b Number&Street 100c City 104d "-- State 1Q0 Zip Code 1011f • c. Facility Which Receives DischargeN/A 1050 ' 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 10411t N/A mgd (mgd) 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- clude intermittent or noncontinuous overflows,bypasses or seasonal dis- charges from lagoons,holding ponds,etc. 1-2 . • FOR AGENCY USE Number of Total Volume Discharged, Discharge Points Millio�n7Gallons Per Day To: Surface Water 107a1 1 107a? 1 / Surface Impoundment with N/A no Effluent 107b1 107b22 Underground Percolation 107e1 N/A 10782 N/A Well (Infection) 107d1 N/A 10762 N/A Other 1074,1j_v_A 10708 N/A Total Item 7 10711 N/A 107tt . N/A If 'other'Is specified,describe 1070 N/A If 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 1`l!A Indicate the number of bypass 101* points fcr the facility that are discharge points.(see instructions) b. Facility Overflow Points N/A Indicate the number of overflow 10811 points to a surface water for the facility(see instructions). c. Seasonal or Periodic Discharge N A Points Indicate the number of loge points where seasonal discharges occur from holding ponds, lagoons,etc. 9. Collection System Type Indicate the type and length(In 1098 miles)of the collection system used by this facility. (see instructions) Separate Storm ❑SST Separate Sanitary IN SAN Combined Sanitary and Storm ❑CSS Both Separate Sanitary and Combined Sewer Systems ❑BSC Both Separate Storm and Combined Sewer Systems 100b ❑SSC Length 55 miles 10. Municipalities or Areas Served Actual Population (see instructions) Name Served 110a City of Statesville 1106 11 ,900 410a Iredell County 110b 100 110a 1106 110a!:' 110b 110a 1106 Total Population Served 1108 12,000 ( I-3 • • FOR AGENCV'USE 11. Average Daily Industrial Flow I ' Total estimated average daily waste . >711 :i mgd 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. 12. Permits,Licenses and Applications List all existing, pending or denied permits, licenses and applications related to discharges from this facility.(see instructions) For Type of Permit Date Date Date Expiration Issuing Agency Agency Use or License ID Number Filed Issued Denied Date YR/MO/DA YR/MO/DA YF/MO/DA YR/MO/DA 111t . (a)'' (b) C) (d.): {e) (!j (S) (A) L State of NC Operati4g #1669 69/7/15 69/8/8 79/6/30 2. USEPA NPDES NC0020591 3. • 13. Maps and Drawings Attach all required maps and drawings to the back of this application. (see instructions) 14. Additional Information ;'' Item Information Number • [-4 GPn R65.709 • . - STANDARD FORM A-MUNICIPAL FOR AGENCY USE i SECTION II. BASIC DISCHARGE DESCRIPTION �. . Complete this section for each present or proposed discharge indicated In Section I,Items 7 and 8,that Is to surface waters. This includes discharges to other municipal sewerage systems in which the waste water does not go through a treatment works prior to being discharged to surface waters. Discharges to wells must be described where there are also discharges to surface waters from this facility. Separate descriptions of each discharge are required even if several discharges originate In the same facility. All values for an existing discharge should be representative of the twelve previous months of operation. If this is a proposed discharge,values should 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 N00020591-103 a. Discharge Serial No. xOts • (see instructions) b. Discharge Name :cite Third Creek WTP Outfall Give name of discharge,if any (see instructions) • c. Previous Discharge Serial No Ma NC0020591-103 If a previous NPDES permit application was made for this dis- charge(Item 4,Section I)provide previous discharge serial number. 2. Discharge Operating Dates a. Discharge to Begin Date lOts If the discharge has never YR MO occurred but is planned for some Whim date,give the date the discharge will begin. b. Discharge to End Date If the dis- charge is scheduled to be discon- YR MO tinued within the next 5 years, give the date(within best estimate) • the discharge will end. Give rea- son for discontinuing this discharge in Item 17. • 3. Discharge Location Name the political boundaries within which Agency Use the point of discharge is located: State „MM North Carolina MSS County *Oft Iredell County 203e (If applicable)City or Town Mae SON 4. Discharge Point Description (see instructions) Discharge is Into(check one) Stream(includes ditches,arroyos, Ws- ®SIR and other watercourses) Estuary • ❑EST Lake ❑LKE Ocean ❑OCE Well(Injection) ❑WEL • Other ❑OTH If'other'is checked,specify type Oft S. Discharge Point—Lat/Long. State the precise location of the + point of discharge to the nearest second. (see instructions) Latitude ,INs 35 DEG. 44 MIN. 25 SEC Longitude gab:' 80 DEG. JS[MIN. 2.1 SEC ]tl-1 • This section contains 8 pages. • • DISCHARGE SERIAL NUMBER FOR AGENCY USE • 6. Discharge Receiving Water Name Third Creek Name the waterway at the point of 608a discharge.(see Instructions) For Agency Use For Agency Use or Minor s 200a r 303e If the discharge is through an out- 6006 fall that extends beyond the shoreline or Is below the mean low water line, complete Item 7. 7. Offshore Discharge a. Discharge Distance from Shore 207a N/A .._feet b. Discherge Depth Below Water Surface 207b feet If 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. 8. Bypass Discharge(see Instructions) a. Bypass Occurrence Check when bypass occurs Wet weather sit ❑ Yes ❑ No This section is not Dry weather 20042 ❑Yes ❑ No applicable to this b. Bypass Frequency Give the discharge. actual or approximate number of bypass incidents per year. Wet Weather 201b1 _ times per year Dry weather l0lbl times per year c. Bypass Duration Give the average bypass duration in hours. Wet weather *OSat hours Dry weather ROlt:2 hours d. Bypass Volume Give the average volume per bypass Incident, in thousand gallons. Wet weather $00d1 thousand gallons per incident Dry weather 20112 - _ thousand gallons per incident e. Bypass Reasons Give reasons why bypass occurs. 208e Proceed to Item 11. 9. Overflow Discharge(see instructions) a. Overflow Occurrence Check • when overflow occurs. Wet weather Rllal ❑Yes [1,r+ This section is not Dry weather 2011106 ❑Yes ❑No applicable to this • b. Overflow Frequency Give the discharge. actual or approximate incidents per year. Wet weather 209b1 times pet year Dry weather 20;b2 times per year 11-2 • • • DISCHARGE SERIAL NUMBER FOR AGENCY USE 111111111 c. Overflow Duration Give the average overflow duration In • hours. Wet weather R9li#; hours ................. ................ Dry weather H.3urs d. Overflow Volume Give the average volume per overflow incident in thousand gallons. Wet weather /tt _thousand gallons per Incident Dry weather : _thousand gallons per incident Proceed to Item 11 10. Seasonal/Periodic Discharges ................ ............... ............... a Seasonal;Periodic Discharge Frequency If discharge Is inter- 0.101; times per year ............. . mittent from a holding pond, This section is not lagoon,etc.,give the actual or approximate number of times this discharge occurs per year. applicable to this b. S i/Periodic Discharge discharge Volume Give the average '— —thousand gallons per discharge occurrence volume per discharge occurrence in thousand gallons. c. Seasonal/Periodic Discharge Duration Give the average dura- :<<*3 !' days tion of each discharge occurrence in days. • d. Seasonal/Periodic Discharge Occurrence—Months Check the :Z ;' ❑JAN ❑FEB ❑MAR ................ .............. months during the year when the discharge normally occurs. • ❑APR ❑MAY ❑JUN • ............ .... ❑JUL ❑AUG ❑SEP ............. .. .......... ..... .................. ............. .... ................. ............. .... ................ ❑OCT 0 NOV ❑DEC 11. Discharge Treatment a. Discharge Treatment Description Describe waste abatement prac- tices used on this discharge with a brief narrative. (See instruc- tions) The treatment consists of screening, g extended aeration with sludge recirculation. Chemical treatment, clarification, waste sludge removal, sludge thickening, aerobic sludge digestion, sludge dewatering by filter press, sludge disposal by ;.and fill and chlorination of final effluent. 11-3 DISCHARGE SERIAL NUMBER FOR AGENCY USE b. Discharge Treatment Codes S, ASE,N, P, TA, Using the codes listed in Table I 211b • of the Instruction Booklet, Tro v*T describe the waste abatement V r f 1ti1V processes applied to this dis- charge in the order in which they occur, if possible. • Separate all codes with commas except where slashes are used to designate parallel operations. If this discharge is from 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 following are currently available a. Engineering Design Report t113.e ❑ b. Operation and Maintenance Manual x1:) la • 13. Plant Design Data(see instructions) a. Plant Design Flow(mgd) i*13*:>: 4e000 mgd .............. ..............b. Plant Design SOD Removal (%) *33b I; 85 c. Plant Design N Removal(%) ,!l .; 0* % d. Plant Design P Removal(%) alas : 0*% e. Plant Design SS Removal(%) alab 85 f. Plant Began Operation(year) 213f 1973 g. Plant laid Major Revision(year) 234:;;.; None._ *Not a design consideration. • 1I-4 DISCHAIGE SERIAL NUMBER FOR AGENCY USE 14. Description of Influent and Effluent(see instructions) Influent Effluent Parameter and Code Q a' > u 441 0 T a > a > a aa xa ti s Z 4t rii (1) (2) (3) (4) (5) (6) (7) s. I lov, Million gallons per day 50050 1 ,700 1 ,700 1 ,400 2,000 Cont. 365 01 ('nits 4 00400 7. 3 7. : 5 7 252 G Temperature(winter) ° F 56F 52F 45F 62F 5/7III 74(12it G Temperature.;summer) 74027 70F 67F 56F 75F 5/7III G Fecal Streptococci Bacteria Number/100 ird 74054 .' 4 (Provide if available) Fecal Coliform Bacteria Number/100 ml * 74055 14,000 1/7 54 G (Provide if available) Total Coliform Bacteria Number/100 nil .S. s 4 74056 (Provide if available) BOD 5-day Come mg/I 208 14.2 7.8 26. 3 5/7 25. 24 24 00310 Chemical Oxygen Demand(COD) _ mg/1 COm i 00340 408 106 69 137 2 24 24 (Provide if available) 5 OR Total Organic Carbon(TOC) mg/1 00680 (Provide if available) (Either analysis is acceptable) Chlorine—Total Residual mg/I 0.94 0.47 1 .93 5/7 25. G 50060 * Normal Daily Total is zero, this was a one time occurrence due to equipmentll-5 .. malfunction. DISCHARGE SERIAL NUMBER FOR AGENCY USE 14. Description of Influent and Effluent(see instructions) (Continued) Influent Effluent .., LI i 4) 4.an 1,44) d Parameter and Code d V 74 0 4.> , 0 (-3� a a c h 7 d d 7 u 7 >, . a, a _ ' ° 3 d II r1 E1 d > d > a0aa Xa w < zC n (1) (2) (3) (4) (5) (6) (7) Total Solids mg/I Co24/24 00500 00500 739 406 343 521 5/7 252 Total Dissolved Solids Comp mg/1 70300 532 374 324 477 5/7 252 24/24 Total Suspended Solids Comp 00 30 207 32 19 44 5/7 252 24/24 Settleable Matter(Residue) Comp m1/1 00545 5. 1 0.4 0.0 11 .9 5/7 252 24/24 Ammonia(as N) Comp mg/1 00610 (Provide if available) 8. 36 5. 18 0.24 8. 38 1/7 52 24/24 Kjeldahl 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) Comp 00665 1 .96 1 .49 2 68 1/30 12 24/24 (Provide if available) Dissolved Oxygen(DO) mg/1 :, ;,. . ::>< ::mg/1 8.9 7.0 10.8 5/7 257 G II-6 r DISCHARGE SERIAL NUMBER FOR AGENCY USE 15.Additional Wastewater Characteristics Check the box next to each parameter If It Is present In the effluent.(see instructions) Parameter Parameter Parameter (215) d (215) (215) Bromide Cobalt Thallium 71870 01037 01059 Chloride Chromium Titanium 00940 x 01034 X 01152 Cyanide Copper Tin 00720 01042 X 01102 Fluoride Iron Zinc 00951 01045 01092 X Sulfide Lead Algicides* 00745 01051 74051 Aluminum Manganese Chlorinated organic compounds* 01105 01055 74052 Antimony Mercury Oil and grease 01097 71900 00550 Arsenic Molybdenum Pesticides* 01002 01062 74053 Beryllium Nickel Phenols 01012 01067 X 32730 X Barium Selenium Surfactants 01007 01147 38260 X Boron Silver Radioactivity* 01022 01077 74050 Cadmium 01027 X *Provide specific compound and/or element in Item 17,if known. Pesticides(Insecticides,fungicides,and rodenticides)must be reported in term&of the acceptable common names specified in Acceptable Com- mon Names and Chemical Names for the Ingredient Statement 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. II-7 • . • • DISCHARGE SERIAL NUMBER . . .• • 16. Plant Controls Check If the follow- FOR AGENCY USE ing plant controls are available for this discharge . • . • Alternate power source for major pumping facility Including those for collection system lift stations 0 APS Alarm for power or equipment failure iima;Mi 2 ALM 17. Additional Information item Number Information - • 11-8 *II. S.GOVERNMENT PRINTING OFFItE•1973 0- 508-432 FOR AGENCY USE • STANDARD FORM A—MUNICIPAL • SECTION III. SCHEDULED IMPROVEMENTS AND SCHEDULES OF IMPLEMENTATION This section requires information on any uncompleted implementation schedule which has been Imposed for construction of waste treatment facilities. Requirement schedules may have been established by local,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 1c),SUBMIT A SEPARATE SECTION III FOR EACH ONE. 1. Improvements Required _, FDR AGENCY USE a. Discharge Serial Numbers Affected List the discharge serial numbers,assigned in Sec- tion II,that are covered by this implementation schedule b. Authority Imposing Requirement Check the appropriate Item indi- cating the authority for the im- plementation schedule If the identical Implementation sched- ule has been ordered by more than one authority,check the appropriate Items. (see in- structions) ' tb' 19 LOC Locally developed plan ❑ARE Areawide Plan 0 BAS Basin Plan State approved implementation Mgui ❑SQS schedule Federal approved water quality 0 WQS standards implementation plan Federal enforcement procedure ❑ENF or action ❑CRT State court order ❑FED Federal court order c. Improvement Description Specify the 3-character code for the General Action Description in Table II that best describes the improvements required by the implementation schedule. 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. submit a separate Section III for 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 MOD description 3-character specific action descriptions ? '11:: SEC / / / / 2. Implementation Schedule and 3. Actual Completion Dates Provide dates imposed by schedule and any actual dates of completion for implementation steps listed below. Indicate dates as accurately as possible. (see instructions) Implementation Steps 2. Schedule'(Yr/Mo Dayy) 3. Actual Completion(Yr/Mo/Day) a. Preliminary plan complete 3* s=/10/JO '$ /_6-/ b. Final plan complete c. Financing complete&contract 301) € -/-/-- 34.0.11t -/-/ awarded ** d. Site acquired -/-/- a -/-/- eiMg e. Begin construction MOWS f. End construction f -/-/- Agik -/-/- g. Begin Discharge /- h. Operational level attained .20 -/-/- Aelk -/-/- *Pending grant, request is currently being reviewed by State and EPA. **Additional acquisition not necessary. This section contains 1 page. III-I GPO 865.707 Third Creek . Flow Diagram I. Bar Screen 2. Waste Sludge Draw-Off 3. Return Sludge Metering 4. Spiral Lift Pumps 5. Aeration Basins 6. Axed Aerators 7 Final Clarifiers a Chlorine Contact 9. Aerobic Digestor 10. Sludge Thickener O O II. Sludge Press (--. : 0 0 O O9 O 6 6 O ,.) O O . II O O 5 5 10 / _.)(---- f t c --� O O 7 7 w • 3 i- - I °' 2 c .6 lk Flow Measurement li 4 r i 3rd Creek Outfall _'- f Influent Influent WM MGD } 8le- O.- Clarifier Effluent MGD • • FORM APPROVED OMB No. 158—RO100 FOR AGENCY USE STANDARD A—MUNICIPAL FORM NICIPAL O U SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major industrial facility discharging to the municipal system,using a separate Section IV for each facility descrip- tion. Indicate the 4 digit Standard Industrial Classification(SIC)Code for the industry,the major product or raw material,the flow(in thou- sand gallons per day),and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions) 1. Major Contributing Facility (see instructions) Name 401a Rental Uniform Service Number&Street 401b Barkley Road City 401c Statesville County 401d Iredell State 401eNorth Carolina ,- Zip Code 401 f 28677 P.R.O. 2. Primary Standard industrial 402 7219 JUL 1 ` 1979 Classification Code (see instructions) 0 RvaTER Units(See 3. Principal Product or Raw QOALI•� uantity Table III) Material (see instructions) {.6. Product 403a Uniform Service iiiwaig N/A Anti. Raw Material 403b 401.0U 4. Flow Indicate the volume of water discharged into the municipal sys- 404a 65•6 thousand gallons per day tem In thousand gallons per day and whether this discharge is Inter- 404b 0 Intermittent(int)❑Continuous(con) mittent or continuous. 5. Pretreatment Provided Indicate If 405 ❑Yes ❑No pretreatment is provided prior to entering the municipal system 6. Characteristics of Wastewater .(see instructions) Parameter Name BOD COD PH T. Sol Parameter Number 00310 00340 00400 00500 sn+ Value 380 360 7.2 190 EPA Form 7550-22 (7�73) IV-1 This section contains 1 page. GPO 865.706 FORM APPROVED • • OMB No. 158—R0100 FOR AGENCY USE STANDARD FORM A—MUNICIPAL 1111111 SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major industrial facility discharging to the municipal system,using a separate Section IV for each facility descrip- tion. Indicate the 4 digit Standard Industrial Classification(SIC)Code for the industry,the major product or raw material,the flow(in thou- sand gallons per day),and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions) 1. Major Contributing Facility instructions)(see 401 a Bernhardt Furniture Co. Name Number&Street 401b P. 0. Box 431 City 401c Statesville County 401d Iredell State 401e Northr Carolina Zip Code 401f 28V77 2. Primary Standard Industrial 402 2511 Classification Code (see instructions) Units(See 3. Principal Product or Raw Quantity Table Ill) Material (see Instructions) Product 403a Wood Furniture N/A . 03 Raw Material 403b 4. Flow Indicate the volume of water44 discharged into the municipal sys- 404a '0 thousand gallons per day tem in thousand gallons per day and whether this discharge is inter- 404b ❑Intermittent(int)0 Continuous(con) mittent or continuous. 5. Pretreatment Provided Indicate if 405 ❑Yes ❑No pretreatment is provided prior to entering the municipal system 6. Characteristics of Wastewater (see instructions) Parameter Name BOD COD PH Phenol T. Sol Parameter '> Number 00310 00340 00400 32730 00500 I?0b Value 250 280 7.2 0 130 IV-1 This section contains 1 EPA Form 7550-22(7-73) page. GPO 865.706 • • FORM APPROVED • • OMB No. 158—R0100 FOR AGENCY USE TANA--MUNICIPAL S DARD FORMElam SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major industrial facility discharging to the municipal system,using a separate Section IV for each facility descrip- tion. Indicate the 4 digit Standard Industrial Classification(SIC)Code for the industry,the major product or raw material,the flow(in thou- sand gallons per day),and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions) 1. Major Contributing Facility (see instructions) Name 4016 Uniglas, Inc. Number&Street 401b 535 Connor Street City 401c Statesville County 401d Iredell State 401e North Carolina Zip Code 401f 28677 2, Primary Standard Industrial 402 2221 Classification Code (see instructions) Units(See 3. Principal Product or Raw Quantity Table ill) Material (see instructions) Product 403a Fiberglas Fabric ; 550,000 ; lbs/wk WO Raw Material 403b A ;fl> 4. Flow indicate the volume of water 106.2 discharged into the municipal sys- 404a thousand gallons per day tem in thousand gallons per day and whether this discharge is inter- 404b ❑Intermittent(int)0 Continuous(Con) mittent or continuous. 5. Pretreatment Provided Indicate if 405 ❑Yes ❑No pretreatment is provided prior to entering the municipal system 6. Characteristics of Wastewater .(see instructions) EUM Parameter Name BOD COD PH T. Sol T. Cr Parameter Number 00310 00340 00400 00500 01034 400 610 7.1 210 0.72 0 Value EPA Form 7550-22 (7_73) 1V�1 This section contains 1 page. GPO 865.706 • FORM APPROVED OMB No. 158—R0100 FOR AGENCY USE N — I IP STANDARD FORMA MUN L C A SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major industrial facility discharging to the municipal system,using a separate Section IV for each facility descrip- tion. Indicate the 4 digit Standard Industrial Classification(SIC)Code for the industry,the major product or raw material,the flow(in thou- sand gallons per day),and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions) I. Major Contributing Facility (see Name instructions) 401i Melville Textiles Number&Street 401b P. O. Box 5420 (West Statesville) City 401c Statesville County 401d Iredell • State 401e North Carolina 717*L4;�• 28677 ,.: 41011 Zip Code 401f p,R.Q. 2, Primary Standard Industrial 402 2261 ,JUL 17 1979 Classification Code (see instructions) w1D Units(See 3. Principal Product or Raw vomit y TT lMf� Table III) Material (see instructions) 33TI ,I Product 403a Printed Fabric 100,000 >lbs/wk Raw Material 403b 1' 114:111 4. Flow Indicate the volume of water 66.2 discharged into the municipal sys- 404a thousand gallons per day tem in thousand gallons per day and whether this discharge is inter- 404b 0 Intermittent(int)0 Continuous(con) mittent or continuous. 5. Pretreatment Provided Indicate if 405 ❑Yes ONo pretreatment is provided prior to entering the municipal system 6. Characteristics of Wastewater .(see instructions) Parameter BOD COD PH T. Sol Name Parameter Number 00310 00340 00400 00500 +t8ti Value 320 280 7.7 120 EPA Form 7550-22 (7_73) 1V_1 This section contains 1 page. GPO 865-706 • .• FORM APPROVED . OMB No. 158—R0100 FOR AGENCY USE NI IPAL STANDARD FORMA- MUNICIPAL A MU A SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM Submit a description of each major industrial facility discharging to the municipal system,using a separate Section IV for each facility descrip- tion. Indicate the 4 digit Standard Industrial Classification(SIC)Code for the industry,the major product or raw material,the flow(in thou- sand gallons per day),and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table III for standard measures of products or raw materials. (see instructions) 1. Major Contributing Facility (see instructions) Name 401a N. L. Fastners Number&Street 401b P. 0. Box 1360 City 401c Statesville County 401d Iredell State 401e North� Carolina Zip Code 401f 2867 • 2. Primary Standard Industrial 402 3452 Classification Code (see instructions) Units(See 3. Principal Product or Raw Quantity Table III) Material (see instructions) Metal Screws N/A Product 403a 40 ;n Raw Material 403b 4 dI# 1 l 4. Flow Indicate the volume of water 250 0 discharged into the municipal sys- 404a thousand gallons per day tem in thousand gallons per day and whether this discharge is inter- 404b ❑Intermittent(int)❑Continuous(con) mittent or continuous. 5. Pretreatment Provided Indicate if 405 ❑Yes ❑No pretreatment is provided prior to entering the municipal system 6. Characteristics of Wastewater .(see instructions) Parameter Name BOD COD PH T. Sol CD Cr Zn P Parameter ' !E Number 00310 00340 00400 00500 01027 01034 01092 006865 00 Value 210 300 10.2 220 2.26 7.06 18.0 2.08 • Pretreatment facility to remove metals from discharge is now in testing stage. Start-up and operation should begin immediately. IV-1 This section contains 1 page. EPA Form 7550-22 (7�73) GPO 865.706 • Pcriait No. IIC;020591 Al f • 0:1/1:t4--j AUTHORIZATION TO DISCHP.RGZ UNDER THE p�-e-e-.-a NATIONAL POLL' T;.:;T DISCHARGE :2LL:I.LATIOi SYSTEM In compliance with the provisions of the Federal Water Pollution Control Act, as amended, (33 U.S.C. 1251 et. seq; the "Act"), • Third Creek Sewage Treatment Plant 2774 • • . is authorized to discharge from a facility located at C. Dellinger Road - SR 1'2354 Statesville, North Carolina 2&677 to receiving raters named • Third Creak in accordance with effluent limitations, monitoring requirements and other conditions set forth in Parts I, II, and III hereof. This permit shall become effective This permit and the authorization to discharge shall expire at midnight, December 31, 1979 I\ Signed this { a1! 1. 2 1974 • (t-r-ZY 6fr7 JACK R. RA`r�^•�� Regional Administrator . • •. ► > • - * • • FART I Page 1 of 12 • Permit No. NC0020591 PART I _ A. EFFLUJ T LIMITAT10:IS A ;r .,.r.IITOIW G REQUIR !E TS . 1. The concentration of roilutants in the discharge will be limited as indicatf..s by th t^ble(s) labeled "Effluent Limitations." The effluent shall r? t.le requirements :in the table or the conditions in paragr: l'h (a) -o;;, whichever yields the highest quality effluent. • (a) For D_,D and solids, the arithmetic mean of ,�, fended the vales of the effluent sat':ples collected in a period of 30 conrecutivc e.ays shall not exceed 15 percept of the arithmetic i.'=an o= Values for influent scmples collected at api:roxir,:a�•�ly the sa:r�e times during; the same period • • (85 percent r er;ov al). (b) Fecel coliform bcteria will be reported as the geometric mean of the ..;.l.tLs for the samples collected - • (c) Chemical o:,y en demand (C;OD) or total organic rarhnn (T0C) may be subatitUt:-d for biochemical oxygen demand (DOD) when a long term b0):COD or BOD:TOC correlation has been demonstrated.. , Y . f , • PART ART I • • ,• • Pc{3e 2b of 12 1,E:.T LIMITAT/ONS A;D IiOiiITORING RE UIRLI iTS ' Maximum Ilydr:;.ulic Flow and lasting throuYr 12/31/79 (r ..- .. _. ... , , the period beginning 1/1/75 , . cI •) • n.; s c from outfall(s) serial number(s) gcr•,:.=ttcc is authorized to dxachsr nl p �:1�. 1ti�J f�'.l. 1�:/ t � . . t :,j. d;s:har�;es shawl be limit ed and monitored by the perudttee a5 specificdd b _5,- - Discharge _Limitations Monitorinw RPrniii e:-z cn+'s__� Psrawetpr, bs da ) Concentration M*/1_ 7 . ._" Lo^dS^.r* Y.rr,/do.;�tl �/ Y — - 1•'�ef1 t:ea;:;srr���nt Sor-.plc: 5.-::-,•�]ir�g. Monthly Weekly monthly Y + • Average Ave:.s.ge AvcruLor. Average frequency YI i iint • :heroical Oxygen . influent L r �mand (5 day) 303(666) 454(999) 20.0 30.0 1/7, Composite Effluent Ir.ftucrt tc' ,ended Solids 6 1- 30 1(.5 1/7 Composite Effluent �+og(399) 13( i 9) it Colife= Effluent icteria - 1/7 Grab Effluent .- - . 1/7 Grab Continuous Effluent or Flow Influent 1/~r Composite Effluent & Influx Total Kjeldahl Nitrogen gas N lg'l(433) 295(650) 13•0 19.5 1/1 Grab Effluent D.O. * See Part IV of this permit for'additional monitoring requirements as set forth by the North Carolina Office of Water and Air Resources. . fecal coliform bacteria shall be limited to 200 and 400 counts/100 ml as a Monthly Geometric Mean Weekly Geometric Mean respectively. pH shall not be less than 6.0 standard .units nor greater than 9•0standard units and shall be monitored • re shall be no discharge of floating solids or visible foam in other than trace amounts . effluent shall not cause a visible sheen on the receiving water. ft . .. . . i PART I . . . 'Page 2a of 12 ' EFFLUENT LIMITATIONS' AND MONITORING REQUIREMENTS 5 Year Major Permit Permit No. NC0020591 Maximum Hydraulic Flow During the period beginning erfective date and lasting through 12/31/74 (2i hour average flow, the permittee is authorized to discharge from outfall(s) serial number(s) 001 averaged monthly) Such discharges shall be limited and monitored by the permittee as specified below: 15,140 cu. m/day ( 4. 0 mgd) . Parameter Discharge Limitations i nnitcrinr ;te,:uirer". 2nt., Loading kg/day(lbs/day) Concentration Mg/1 . Monthly Weekly Monthly Weekly Measurement Sample Sampling Average • Average Average Average Frequency Type Point Biochemical Oxygen Demand (5 day) '+09(899) 613(1349) 27.0 40.5 1/7 • Composite =influent Effluent luen1, Suspended Solids • b06(1332) 908(199i) 40.0 60.0 1/7 Composite Influent & • Effluent . Fecal Coliform 1�7 Cr;i� Efi:LL;�.nt Bacteria • pH 1/7 , Grab Effluent Flow Continuous Effluent or • I n_lu : ' iota1 Kjeldahl Nitrogen as N 303(666) 454(999) 2.0.0 30.0 1/7 Co:,;nos:_te -_::.2'lu_:_ nfl.,:e: D.0. 6.0 6.0 1/7 Grab Effluent • See Part IV of this permit for additional monitoring requirements as set forth ::y the .Ter orth ..rr:?-_. _ C f._c c !' Water and Air Resources. The fecal conform bacteria shall be limited to 200 'and 400 counts/100 ml as a Monthly Geometric Mean and Weekly Geometric Mean respectively. • 1'i`" pH shall not be less than 6.0 standard units nor greater th-_n 9•Ostand.ard units aryl .,.7.'?.1 be .r• nit_.-rr..i There shall be no discharge of floating solids or visible foam in other than trace amounts . The effluent shall not cause a visible sheen .on the receiving water. . • • • • NORTH CAROLINA MONITORING REQUIREMENT Temperature of the effluent chall .be such as to prevent a to :p rntur c rise in the receiving stream not more than 5° above ambient stream water temperature. • • • • • PAT:• Paste -3 of . 12 Permit o.NCOO2O591 • • . SCHEDULE OF COMPLIANCE. • • • • . 1 • • • • • 2. No later than lb calendar days following a date identified in the above schedule of compliance, the perinittee shall submit either a report of progress or, in the case of specific actions Bing required by identified dates, a written notice of co.:pliance or noncompliance. In the latter case , the notice shall include the cause of noncompliance, any remedial actions taken, and the probability of meeting the next scheduled require- ments. • • ART I • • Page 4. of• 12 • Permit uo.N00020591 C. MONITORING AHD REPORTING • 1. Representative Sampling • Sampling and measurements taken as required herein shall be representative of the volume and nature of the monitored discharge. • 2. Reporting Monitoring results obtained during the previous 3 months shall be sum- • marized for each month and reported on a Discharge Monitoring Report . ' Form (EPA Nc. 3320-1), postmarked no laver than the 28th day of the month foliewin7 the completed reporting period. The first report is due on December 31, 19713 • Duplicate signed copies of these, and all • other reports required herein, shall be submitted to the Regional Ad- ministrator and the State at the following addresses: Water Enforcement Branch Environmental Protection Agency Region IV A north Carolina Department of 1421 Peachtree Street, N.E. Nalwal and L,ono is Resources Atlanta, Georgia 30309 P. G. Roy. 27587 Raleigh, North Carolina 27611 3. Definitions . a. - The monthly average, other than for fecal coliform bacteria, is the arithmetic mean of all the 24-hour composite samples collected in a one-month period. The monthly average for fecal coliform bacteria • is the geometric' mean of samples collected in a one-month period. • b. The weekly average, other than for fecal coliform bacteria, is the arithmetic mean of all the 2.-hour composite samples collected • during a one-week period. The weekly average for fecal coliform bacteria is the geometric mean of samples collected in a one-week . period. ) 1+. Test Procedures • The analytical and sampling methos?s used shall conform to the latest edition of ti:e reference methods •listed below. (These are interim references s to be replaced by Section 304(g) guidelines when available) . However, different but ecuivalent methods are allowable if they e 1e� receive the prior w _ ;ten annre al of the state wate4:• ;Jllltlon contr ol agency and/or the EPA : er iona1 AdMinistr .ato . a. S nndne 11-%A ; t`. : } e ^vnr n, a -Y, of ♦. and Wn.5tovaters 13th edition, 1911 , American Public Health Asso__a.ti on, New York, New York 10019. b. A.C.1 *t :i :r1i rd Pert 23 'J.lte, r1tmo: . .•.ria Ana1y i_, 1972, American .2ociety for Tt.stinE and`;aterial: , Philadelphia, Pa. 19103. • • PART 1 • • • Page 5 of 12 Permit No. NC0020591 c. Mete es for Chemical Analvmis of Water and Wastes. April 1971, Ene.i rcneental Protection Agency, Water Quality Office; Analytical Quality Centr.o:l. Laboratory, 1014 Broadway, Cincinnati, Ohio 45202. A L erty_fou,. hour composite sample consists of not less than ti effluent pert-Sons collected at regular intervals in a 24-hour period and cci.,,,osited cc or ing to flow. For fecal coliform bacteria, a sample consists of ene efi'leent portion collected during -a 24-hour period at peak flow conditions. • The permittee rhall rer•iodically calibrate and perform maintenance procedures on all monii.oeing and analytical instrumentation at .intervals. to insure accuracy of 3':• euremerts. • 5. Recordiriz of Results For each neasurernent: of sample taken pursuant to the requirements of this permit, ties permittee shall record the following information: a. -The a;.::act place, date, and time of sampling; . • b. The dates the analyses were• performed; c. . The person(s) who performed the analyses; • d. The analytical techniques or methods used; and • e. The results of all required analyses. 6. Additional Monitoring by Permittee • • If the. permittee monitors any pollutant at the location(s) designated herein more frequently than required by this permit , using approved analytical methods as specified above, the results of such monitoring shall be included in the calculation and reporting of the values required in the Discharge Monitoring Report Fora (EPA No. 3320-1).. Such increased frequency shall also be indicated. . 7. Records Retention All records and irfor:;ration resulting from the monitoring activities required by this permit including all records of analyses performed and calibration and maintenance of instrumentation and recordings from con- tinuous monitoring instrx:Cntation shall be retainea for a Minimum of three (3) years, or longer if requested by the Regional Administrator or the State water pollution control agency. • • PART II • • Page 6 of 12 • Permit No. NC0020591 A. ripNAGE!.!EN }tFQUIiii:i•;f:i:'i' • .. 1. Change in Discharge All discharger; author: :ed herein shall be consistent with the terms and conditions of ;:his n sit . The discharge of any pollutant identified in this permit r:.ore fr:c_•r::n iy than 'or at a level in excess of that author- .ized shall constitute t_ violation of the permit. Any anticipated facility • expansions, p roductic:. '.::e.'.'e scs , or process modifications which will re- suit in new, differer:• , :or increased discharges of pollutants must be re; • ported by submission a new NPD75 application or, if such changes will not violate the eff' . limitations specified in this permit, by notice to the permit issuis,:: :::•.;thority of such changes. Following such notice, • the permit may be r:.uil ied to specify and limit any pollutants not pre- viously limited . • • 2.' Noncompliance Notification ' ' • If, for any reason, the permittee does not comply- with or will be unable to comply with any daily maximum effluent limitation specified in this permit, the permittee shall provide the Regional Administrator and the State with the follce•in; information, in writing, within five (5) days of beco:;iinp awoke of such ound..ition: • a. A description of the discharge and cause of noncompliance; and • b. The period of noncompliance, including exact dates and times;.or, if not corrected, the anticipated time the noncompliance is expected to continue, and steps icing taken to reduce, eliminate and prevent recur- rence of the noncamnlying discharge. 3. Facilities Operation • The permittee shall at all times raintain in good working order and operate as efficiently as possible all treatment or control facilities or systems installed or used by the permittee to achieve compliance with the terms and conditions of this permit. 4. Adverse Impact The permittee shall tal:e all reasonable steps to minimize any adverse impact to navigable waters resulting from noncompliance with any effluent limita- tions specified in this permit, including such accelerated or additional monitoring aa necessary to determine the nature and impact of the noncomplying discharge. • 5. Bypassing . Any diversion prom or bypass of facilities necessary to maintain compliance • with the terms and conditions of this permit is prohibited, except (i ) where unavoidable to • revent. loss of life or severe property damage, or (ii) where PART II Page 7 of 12 Permit no- F.CO02O591 excessive storm drainage or runoff would damage any facilities necessary for compliance with the effluent limitations and prohibitions of this permit. The permittee shall notify the permit 1SsuinF authority 'in wiihin,; within 72 hours of each such diversion or bypass in accordance with the procedures specified above for reporting noncompliance. The permittee shall within 30 days after such incident submit to EPA for approval a plan to prevent recurrence of such incidents. - 6. Removed Substances , _ ' Solids, sludges , filter backwash, or other pollutants removed in the course • of treatment or control of wastewaters shall be disposed of do a manner • such as to prevent any pollutant from such materials from entering navigable • waters. . 7. Power Failures ' The permittee is responsible for Maintaining adequate safeguards to pre- ' vent the discharge of untreated or inadequately treated wastes during electrical power failures either by means of alternate power sources, stand- by generators or retention of inadequately treated effluent. Should the treatment works not include the above capabilities at time of permit 4 issuance, the permittee mist furnish within 120 days to the,permi t_n= authority, for approval, an implementation schedule for the:.r installing. 8. Onshore or Offshore Construction • This permit does not authorize or approve the construction of any onshore or offshore physical structures or facilities or the undertaking of any work in any navigable waters. B. RESPOilSIBILITIES 1. Right of Entry The permittee shall allow the head of the State water pollution control agency, the Rer;ianal Administrator, and/or their authorized repr esen Lives, upon the presentations of credentials: a. To enter upon the permitttee's premises where an effluent source is located or in which any records are required to be kept under the terms and conditions of this permit; and ' b. At reasonable times to have access to and copy any records required to be kept u: trier the terms and conditions of this termit; to inspect any :monitor in,; equipment or m niterinr method required in this permit; and to sample any discharge of pollutants. • • • . PART II Page 8 of 12 Permit No. NC0020591 2. Transfer of Ownership or Control T • In the- event of any change in control or ownership or facilities from which the authorized discharges emanate , the permittee shall notify the succeeding • owner or controller of the existence of this permit by letter, a copy of • . which shall be forwarded to the Regional Administrator and the State crater • pollution control agency. f 3. Availability of Reports • Except for data determined to be confidential under Section 308 of the Act , all reports prepared in accordance with the terms shall be available for public inspection at the offices of the State water pollution control agency and the Regional Administrator. As required by the Act, effluent data shall not be considered confidential. Knowingly making any false statement on any such report may result in the imposition of criminal penalties as provided for in Section 309 of the Act. 4. Permit Modification • After notice and opportunity for a hearing, this permit may be modified, suspended, or revoked in whole or in part during its term for cause in- • eluding, but not limited to, the following: a.. Violation of any terms or conditions of this permit; b. Obtaining this permit by misrepresentation .or failure to disclose fully all re.levant facts; or e. A ehan;;e in any condition that requires either a temporary or permanent reduction or elimination of the authorized discharge. 5. Toxic Pollutants • Notwithstending Part II , B-4 above, if a toxic effluent standard or prohibition (including, any schedule of compliance specified in such effluent standard or prohibition) is established under Section 307(a) of the Act for a toxic pollutant which is present in the discharge and such standard or prohibition is more stringent than any limitation for such pollutant in this permit , this permit shall be revised or modified in accordance with the toxic ef- fluent standard or prohibition and the permittee so notified. • 6. Civil and Criminal Liability • • I?xcept as provided in permit conditions on "Bypassing" (^art II, A-5) and "Power Failures" (Part II , A-7) , nothing in this permit shall be construed to relieve the permittee from civil or criminal penalties for noncompliance. • A • • • PART II • Psfe 9 of 12 Permit 2.o. NC0020591 • 7. Oil and Hazardous OuhstanCe Liability i Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, li^- • bilitien, or penis l :ics to which the permittee is or nay be subject under Section 311 of the. Act. • 8. State Laws Nothing in this permi' shall be construed to preclude the institution of any legal action or relieve -.he permittee from any responsibilities, lia- bilities, or penalties est:bli. hed pursuant to any applicable State law • or regulation under authority preserved by Section 510 of the Act. • 9. Propert.y Rights • The issuance of•thi s permit does not convey any property rights in either • real or personal property, or any exclusive privileges, nor does it author- ize any injury to private property or any invasion of personal rights, nor any infringement of Federal, State or local laws or regulations. 10. Severability . The provisions of this' permit are severable, and if any provision of this permit, or the app'.;cation of any provision of this permit to any circum- stance, is held invalid, the application of such provision to other cir- cumstances, and the remainder of this permit shall not be affected thereby. • 11. Expiration of Permit Permittee shall not discharge after the expiration date. In order, to re- ceive authorization to discharge beyond the expiration date, the permittee shall submit such information, forms, and fees as are required by the agency authorized to issue permits no later than 180 days prior to the expiration - • • date. 12. Industrial Pretretlement Standards Permittee shall require any i nduetria 1 dischargers into the permitted system to meet Federal Pretreatment Standards (i►0 CRF, Part 128) promulgated in response to Section 307(b) ef the Act. The permittee shall provide semi-annual reports to the per:•,i.tti ng tre ncy regarding the pre-treatment requirements which have been i�:.: esed on each major con'.�ributine industry and the results - achieved therefrom. Other information nay be needed rcarding new industrial discharges and this 1:i11 be requested from the permittee after the permitting agency has received notice of the new industrial discharge. . . • • . . • • • - -PART II • • PaJe 10 of 12 Permit No. I C0020591 A major- contributing industry is one that: (a) has a flow of 50,000 gallons or more per average work day; (b) has a flow greater than five percent of the flow carried by the municipal system receiving the waste; (c) has in its waste a toxic pollutant in toxic amounts as defined in. standards issued under Section 307(a) of the Act; (d) has significant impact either singly or in combination with other contributing industries, on the treatment works or the quality of its effluent. Any change in the definition of a major contributing industry as a result of pro: u] sntions in response to Section 307 of the Act shall become a part c ' this permit. . • ' PART III • • • Page 11 of 12 • • Permit IIo.I:COO20591 FART III OTHER R ^I)Ip7 �.,.T , Requirements for Effluent LiHtations on Pollutants Attributable to Industrial Users 1. Effluent limitations from this discharger are listed in Part I of this permit. It is apparent that other pollutants attributable to inputs from major contributing ,;:: ustrjes using the municipal system are also • present in the permittee's discharge. Lt such time as sufficient in- formation becomes available to establish limitations for such pol utr':ntz, this permit nay be revised to specify effluent limitations for any or . all of such other pollutants in accordance with best practicable tech- nology or water quality standards. • • Under no circumstances shall the r..ermi.ttee allow introduction of the following • wastes into the waste treatment system: Wastes which create a .fire or explosion hg:ard in the treatment wworks. Wastes which will cause corrosive structural damage to treatment works. Solid or•viscous substances in amounts which cause obstructions to the flow in sewers or interference with the proper operation of the treat- ment works. Wastewaters at a flow rate nd/cr pollutant discharge rate which is excessive over relatively short tine periods so as to cause a loss of treatment efficiency. 2. With regard to the effluent reruirements listed in Part I of this permit, it may be necessary for the permittee to supplement the require-- • meets of the Federal Pretreatment Standards (40 CT , Part 128) to ensure compliance by the permittee with all anpiicable effluent limitations: ' Such actions by the permittee may be necessary regarding some or all of . the maJor. contributing industries discharging to the municipal system. The permittee shall require each major contributing industry subject to pre-treatment stc idards or any other applicable re0uirements promulgated pursuant to Section 307 of the Act. to submit to the rermittee periodic notice (at intervals not to exceed 9 months) regarding specific actions taken to achieve full compliance with the reauirc::rents of Section 307. Starting on paefelnfar 31 ,_ i r•�1E the permittee shall l submit semi-annually to the permit issuing authority a report stml ar_zing the r - � the progress of all known major contributing industries subject sto the requirements of Section 307 towards full compliance with such requirements. Such report shall include at least the following information: • • r • • . • 1 • Fade 12 of .12 • Permit No. NC0020591 • a. A narrative Siu'^.:::a r of actic':s taken by the per.::'_: ee to ensure • that all major contributing industries comply witn the require- ments of Section 307. • b. The number of major contriti ..ting industries u =-ii. the treatment • works, divided into SIC gre categories. c. The number of major contr_„n ir_g I d:._. ... i.es in full compliance • with the requirements of Section 307, or not s b,:=c•., to these • • requirements (e.g. , diseharGe only co:.; eti ble pollutants) . • d. A list identifying by name those major contribeting industries presently in violation of the requircreents of Section 307. • 3. .Immediatre'y upon issuance of this permit, the ternittee shall establish and implement a procedure to obtain from ell maj or contributing in- dustries specific information on the quality and gut a ity of effluents introduced by such industrial users. The following; information shall be rw q he permitting agency on a quarterly basis beginning ; auarterly reports reflecting no change from the previous quarter may simply _'elate this fact, without submitting repetitive data. a. Section IV, Standard Form A shall be c 2mpleted and submitted for each major contributing industry. • • b. Information on the municipal facility as a whole is to be reported on the monthly _JF'DES Discharge Monitoring Report Form (Form 3320-1). Once the specific nature of industrial contributions has been identified, data collection and reporting requirements may be levied for other p=rameters in addition to those included on Form 3320-1. 1 . Based on the infer.iation regarding industrial inputs reported by the permittee pursuant to the prece.iins paragraph, the ter_':ittee will be notified by the permitting aut''.o _ .:y of the availability of industrial effluent Guidelines on which to calculate allowable inputs of incompatible pollutants based on F2T for each industry aro�tP,.). Copies of guideli nes �• _ • will be provided as appropriate. Not later than 120 days follcrring receipt of this inforeat;c_:, the permittee shall ::.:1 mi t to the permitting authority calculations reflect inc, allow;,,ole inputs free, each major COn- tribu„i n:r, industry. The permittee shal.,. also recui: _ ell such r::a jor contributina industries to i!.le: ;nt neces ary pre-treatment require- ments (as Provided for in LU C:;i, Part l2._') , proJidin the permitting authority with notifications of specific actions taken in this regard. At that time, the permit nay be ...ended 1.o reflect the municipal facility's effluent. re _ .:ia requirements for ince tible pollutants. I,/ • n • NORTh CAROLINA 401 CERTIF):C%!TION CO:.;':%•.T.01:S APPLICALLE TO NPDES PLT.iIT FOR Third Creek Se-,wage Trc Itn nt Plant • _ Iredell County, North Catoliu • • • NC 0020591 , North Carolina, Monitoring Require' e=_its Parameter Sampli..n��; Points Frequency Settleable Matter Effluent Daily Temperature Effluent Daily Residual Chlorine Effluent Daily pH • Influent, Effluent Daily DOD, 5-day, 20°C Influent, Effluent Daily COD Effluent Weekly Total Residue Influent, Effluent Daily Total Suspended Residue Influent, Effluent Weekly Total Kjeldahl Nitrogen Influent, Effluent Weekly 'Color Effluent Daily Formaldehyde Effluent Monthly Phenols Effluent Daily Total Phosphorous Effluent Monthly Detergents (MBAS) Effluent Daily The applicant shall begin monitoring in accordance with the .final schedule on or before the effective date. The State of North Carolina may impose additional monitoring requirements in accordance with applicable regulations. •