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HomeMy WebLinkAboutNC0021890_permit issuance_20150506NPDE:C DOCUNENT SCANNINL COVER SHEET NPDES Permit: NC0021890 Granite Falls WWTP Document Type: Permit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Staff Report Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Document Date: j May 6, 2015 This document I" printed on reuse paper - ignore any content on the reverae aide NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Governor M. Shuford Wise, Water Resources Director Town of Granite Falls PO Drawer 10 Granite Falls, North Carolina 28630-0010 Dear Mr. Wise: Donald R. van der Vaart Secretary May 6, 2015 Subject: Issuance of NPDES Permit NCO021890 Granite Falls WWTP Caldwell County The Division of Water Resources (the Division or DWR) hereby issues the attached NPDES permit for the subject facility. We issue this permit 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 October 15, 2007, or as subsequently amended. Changes for Renewal. The Division understands that you have made no significant changes in treatment processes during the last permit cycle. We have therefore made only minimal changes to your permit by updating your facility description and site map. However, please note that electronic reporting of Discharge Monitoring Reports is now required within 270 days of the permit effective date. Implementing Electronic Discharge Monitoring Reports (eDMRs). Please be advised that the Division has implemented an electronic Discharge Monitoring Report (eDMR) program, in accord with pending requirements by the Environmental Protection Agency (EPA). We have included the details required to implement the eDMR program in this permit [see permit Section A. (3.)]. Proposed federal regulations require electronic submittal of all DMRs and specify that, if North Carolina does not establish a program to receive such submittals, Permittees must then submit eDMRs directly to EPA. For more information on eDMRs, registering for eDMR submittal, and obtaining an eDMR user account, please visit DWR's webpage: httv://aortal.ncdenr.org/web/wq/admin/boe/ipu/edmr. For information on EPA's proposed NPDES Electronic Reporting Rule, please visit EPA's website: hLtp•//www2 epa ov/compliance/proposed-npdes-electronic-reporting-rule If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable, you have the right to an adjudicatory hearing upon written request submitted within thirty 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 Phone: 919-807-63001 FAX: 919-807-64921 Customer Service:1-877-623-6748 Internet www.ncwaterquality.org An Equal Opportunity 1 Affirmative Action Employer (30) days following receipt of this letter. This request must take the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding. Please note that this permit is not transferable except after notice to the Division. The Division may modify, revoke, and/or reissue this permit. This permit does not affect your legal obligation to obtain other permits required by the Division of Water Resources, the Division of Land Resources, the Coastal Area Management Act, or any other Federal or Local government. If you have any questions, please email Joe R. Corporon, L.G. at fioe.cgMoronQncdenr.eovl or call his direct line (919) 807-6394. Sincerely, S. Jay Zimmerman, for Division of Water Resources Enclosure: NPDES Permit NCO021890 (issuance final) hc: Central Files DWR/ARO, Chuck Cranford NPDES Program Files ec: DWR/ARO, Chuck Cranford DWR/ATB, Susan Meadows Permit NCO021890 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER RESOURCES PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) 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, Town of Granite Falls is hereby authorized to discharge wastewater from a facility located at the . Granite Falls Wastewater Treatment Plant (WWTP) 60 Meandering Way [NCSR 1754], Granite Falls Caldwell County to receiving waters designated as Gunpowder Creek in the Catawba River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, H, III and IV hereof. This permit shall become effective June 1, 2015. This permit and authorization to discharge shall expire at midnight on January 31, 2019. Signed this day May 5, 2015. Division of Water Resources By Authority of the Environmental Management Commission Page 1 of 6 Permit NCO021890 SUPPLEMENT TO PERMIT COVER SHEET All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked. As of this permit issuance, any previously issued permit bearing this number is no longer effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the permit conditions, requirements, terms, and provisions included herein. Town of Granite Falls is hereby authorized to: 1. continue to operate an existing 0.900 MGD wastewater treatment plant (WWTP) to treat 100% domestic and similar waste -streams utilizing the following treatment components: • aerated grit chamber with self cleaning bar screen • influent Parshall Flume with Ultrasonic flow meter • parallel oxidation ditches • parallel peripheral feed clarifiers • gas chlorination • chlorine contact basin • dechlorination • cascade aeration • aerobic sludge digester, and • sludge drying beds with polymer feed system these facilities located at the Granite Falls Wastewater Treatment Plant (WWTP), 60 Meandering Way [end of NCSR 1754], Granite Falls, Caldwell County, and 2. discharge. from said treatment works via Outfall 001, at the location specified on the attached map, into Gunpowder Creek [Stream Segment 11-55-(4)], a waterbody currently classified WS- IV; CA within subbasin 03-08-32 [HUC: 03050101] of the Catawba River Basin. Page 2 of 6 Permit NCO021890 Part I A. (L) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS [NCAC 02B.0400 et seq., 02B.0500 et seq.] During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is authorized to discharge from Outfall 001. Such discharges shall be limited, monitored, and reported I by the Permittee as specified below: EFFLUENT CHARACTERISTICS [Parameter Code] LIMITS MONITORING REQUIREMENTS Monthly Average Weekly Average Daily Maximum Measurement Frequency Sample Type Sample Location2 50050 - Flow 0.900 MGD Continuous Recording I or E C0310 - BODS, 200 C (Apr 1-Oct 31) 3 25.0 mg/L 37.5 mg/L 3/Week Composite I & E C0310 - BODS, 20° C (Nov 1-Mar 31) 3 30.0 mg/L 45.0 mg/L 3/Week Composite I & E COS30 - Total Suspended Solids 3 30.0 mg/L 45.0 mg/L 3/Week Composite I & E C0610 - NH3 as N (Apr 1— Oct 31) 6.2 mg/L 18.6 mg/L 3/Week Composite E C0610 - NH3 as N (Nov 1— Mar 31) 15.4 mg/L 35.0 mg/L 3/Week Composite E 00300 - Dissolved Oxygen Not < 5.0 mg/L 3/Week Grab E 31616 - Fecal Coliform (geometric mean) 200/100 ml 400/100ml 3/Week Grab E 00400—pH Not < 6.0 or > 9.0 Standard Units 3/Week Grab E 50060 - Total Residual Chlorine 6 28 µg/L 3/Week Grab E 00010 - Temperature (°C) 3/Week Grab E 00094—Conductivity 3/Week Grab E 00600 - Total Nitrogen (NOz+NO3+TRN) Quarterly Composite E 00665 - Total Phosphorus Quarterly Composite E TGP3B - Chronic Toxicity 6 Quarterly Composite E 00010 - Temperature (°C) 6 Variable 6 Grab U & D 00300 - Dissolved Oxygen 6 Variable 6 Grab U & D Footnotes: 1. Beginning no later than February 1, 2016, 270 days from the permit effective date), the Permittee shall begin submitting discharge Monitoring Reports electronically using NCDWR's eDMR submittal system [See Section A. (3.)]. 2. Sample locations: E-Effluent, I -Influent, U-Upstream approximately 50 feet above the discharge point, D-Downstream approximately 500 feet below the outfall. 3. The monthly average effluent BODS and Total Suspended Solids concentrations shall not exceed 15 percent of the respective monthly average influent value (i.e., 85%removal required). 4. The Division shall consider compliant all effluent TRC values reported below 50µg/L. However, the Permittee shall continue to record and submit all values reported by a North -Carolina certified laboratory (including field certified), even if these values fall below 50µg/L. 5. Chronic Toxicity (Ceriodaphnia dubia) P/F at 13% effluent concentration: Sampling during (March, June, September and December). See A. (2) for details. 6. Stream samples shall be collected 3/Week during summer months June thruSentember and 1/Week during the rest of the year. The Permittee shall discharge no floating solids or foam. Page 3 of 6 Permit NCO021890 A. (2.) CHRONIC TOXICITY (QUARTERLY) - LIMITED [G.S. 143-215.1(b)] The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to Ceriodaphnia dubia at an effluent concentration of 13 %. The permit holder shall perform at a minimum, guarterlX monitoring using test procedures outlined in the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or "North Carolina Phase H Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions. The tests will be performed during the months of March, June, September and December. Effluent sampling for.this testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes. If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit limit, then multiple -concentration testing shall be performed at a minimum, in each of the two following months as described in "North Carolina Phase H Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1999) or subsequent versions. The chronic value for multiple concentration tests will be determined using the geometric mean of the highest concentration having no detectable impairment of reproduction or survival and the lowest concentration that does have a detectable impairment of reproduction or survival. The definition of "detectable impairment," collection methods, exposure regimes, and further statistical methods are specified in the "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP313 for the pass/fail results and TET313 for the Chronic Value. Additionally, DWR Form AT-3 (original) is to be sent to the following address Attention: North Carolina Division of Water Resources Water Sciences Section/Aquatic Toxicology Branch 1621 Mail Service Center Raleigh, North Carolina 27699-1621 Completed Aquatic Toxicity Test Forms shall be filed with the Water Sciences Section/Aquatic Toxicology Branch no later than 30 days after the end of the reporting period for which the report is made. Test data shall be complete, accurate, include all supporting chemical/physical measurements and all concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream. Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility name, permit number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the comment area of the form. The report shall be submitted to the Environmental Sciences Section at the address cited above. Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be required during the following month. Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water Resources indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate monitoring requirements or limits. NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid test and will require immediate follow-up testing to be completed no later than the last day of the month following the month of the initial monitoring. Page 4 of 6 Permit NCO021890 A. (3.) ELECTRONIC REPORTING - DISCHARGE MONITORING REPORTS [G.S. 143-215.1(b)] Proposed federal regulations require electronic submittal of all discharge monitoring reports (DMRs) and specify that, if a state does not establish a system to receive such submittals, then Permittees must submit DMRs electronically to the Environmental Protection Agency (EPA). The Division intends to adopted and implement these regulations in 2013. NOTE: This special condition supplements or supersedes the following sections within Part II of this permit (Standard Conditions for NPDES Permits): • Section B. (11.) Signatory Requirements 4 Section D. (2.) • Section D. (6.) • Section E. (5.) Reporting Records Retention Monitoring Reports Reporting [Supersedes Part II, Section D. (2.) and Section E. (5) (a)1 Beginning no later than February 1, 2016, 270 days from the effective date of this permit, the Permittee shall begin reporting discharge monitoring data electronically using the NC DWR's Electronic Discharge Monitoring Report (eDMR) internet application. Monitoring results obtained during the previous month(s) shall be summarized for each month and submitted electronically using eDMR. The eDMR system allows permitted facilities to enter monitoring data and submit DMRs electronically using the internet. Until such time that the state's eDMR application is compliant with EPA's Cross -Media Electronic Reporting Regulation (CROMERR), Permittees will be required to submit all discharge monitoring data to the state electronically using eDMR and will be required to complete the eDMR submission by printing, signing, and submitting one signed original and a copy of the computer printed eDMR to the following address: NC DENR / DWR / Information Processing Unit ATTENTION: Central Files / eDMR 1617 Mail Service Center Raleigh, North Carolina 27699-1617 If a Permittee is unable to use the eDMR system due to a demonstrated hardship, or due, to the facility being physically located in an area where less than 10 percent of the households have broadband access, then a temporary waiver from the NPDES electronic reporting requirements may be granted, and discharge monitoring data may be submitted on paper DMR forms (MR 1, 1. 1, 2, 3), or alternative forms. approved by the Director. Duplicate signed copies shall be submitted to the mailing address above. Requests for temporary waivers from the NPDES electronic reporting requirements must be submitted in writing to the Division for written approval at least sixty (60) days prior to the date the facility would be required under this permit to begin using eDMR. Temporary waivers shall be valid for twelve (12) months and shall thereupon expire. At such time, DMRs shall be submitted Page 5 of 6 Permit NCO021890 electronically to the Division unless the Permittee re -applies for and is granted a new temporary waiver by the Division. Information on eDMR and application for a temporary waiver from the NPDES electronic reporting requirements is found on the following web page: http://portal.ncdenr. ora/web/wq/admin/bog/ipu/edmr Regardless of the submission method, 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. 2. Signatory Requirements [Supplements Part II, Section B. (11.) (b) and supersedes Section B (11) All eDMRs submitted to the permit issuing authority shall be signed by a person described in Part H, Section B. (1 l.)(a) or by a duly authorized representative of that person asdescribed in Part II, Section B. (I 1.)(b). A person, and not a position, must be delegated signatory authority for eDMR reporting purposes. For eDMR submissions, the person signing and submitting the DMR must obtain an eDMR user account and login credentials to access the eDMR system. For more information on North Carolina's eDMR system, registering for eDMR and obtaining an eDMR user account, please visit the following web page: http://portal.nedenr..or web/wq/adminibog[lpu/edmr Certification. Any person submitting an electronic DMR using the state's eDMR system shall make the following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED: "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 belief, 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. " 3. Records Retention [Supplements Part H, Section D. (6.)l The Permittee shall retain records of all Discharge Monitoring Reports, including eDMR submissions. These records or copies shall be maintained for a period of at least 3 years from the date of the report. This period may be extended by request of the Director at any time [40 CFR 122.41]. Page 6 of 6 /1�. A 10 V8 Meandering Way Outfa11001 ../ •• .•�/ // \t`. =� �� °\\ 1 (flowsS) 111110 fir. Hickory Blvd • •' (US Hwy 321) •�; /�' �� 1� )� 3`� '\� i�� ��eiSFn�, '`,\\`. •`� / ����1 �vryv,6�/ III(1 ) �./a\\�I1 rl� �',`z-.taA` Tw ,_ (,,i;-;,.,✓ f %/ , � , Gunpowder Creek ;� ✓ / ; / / ++/ +' II �% 1 ° • (flows SE) ���;�/ � u IT6 r XJ t S. Main street V/' \ I 1 I C�J i t Al, J. / / 2 ' Town of Granite Falls Granite Falls WWTP State Grid: D13SW USGS Ound: Granite Falls Receivine Stream: Gunpowder Creek Stream Class: WS-IV; CA Draninaee Basin: Catawba River Basin Segment Number: 11-55-(4) Latitude: 350 47' 50"N Sub -Basin: 03-0S-32 Longitude: 810 24' 38" W HUC: 03050101 L''N:Ehjj NPDES Permit NCO021890 Caldwell County Public Notice NORTH CAROLINA, North Carolina Environmental Management CALDWELL COUNTY, CommisslonlNPDES Unit 1617 Mall Service Center AFFIDAVIT OF PUBLICATION Raleigh, NC 27699-1617 Notice of Intent to Issue a NPDES Wastewater Permit The North Carolina Environ- Before the undersigned, a Notary Public of said mental Management Commis- sion proposes to issue a NP- County and State, duly commissioned, qualified, DES wastewater discharge permit to the person(s) listed and authorized by law to administer oaths, below. Written comments re- personally appeared Terese Alinquist who being garding the proposed permit will be accepted until 30 days first duly sworn, deposes and says: that she is after the publish date of this notice. The Director of the NC Publisher of Lenoir Newspapers, Inc., engaged in Division of Water Resources the publication of a newspaper known as Lenoir (DWR) may hold a public hear- ing should there be a signific- News -Topic, published, issued, and entered as ant degree of public interest. Please mail comments and/or second class mail in the City of Lenoir, in said information requests to DWR County and State; that she is authorized to make at the above address. Inter - ested persons may visit the this affidavit and sworn statement; that the notice DWR at 512 N. Salisbury Street, Raleigh, NC to review or other legal advertisement a true copy of which information on file. Additional is attached hereto, was published in Lenoir News - Information on NPDES per- mits and this notice may be Topic on the following dates found on our website: http://portal.ncdenr.org/WebAvq MARCH 13 /swp/ps/npdes/calendar, or by calling (919) 807-6304, Cedar Rock Development and that the said newspaper in which such notice, Corp. requested renewal of permit NCO043231 for the Ce- paper, document, or legal advertisement was dar Rock Golf & Country Club WWTP in Caldwell County. published was, at the time of each and every Facility discharges treated do- publication, a newspaper meeting all of the mestic wastewater to an un- named tributary to Lower requirements and qualifications of Section1-597 Creek in the Catawba River Basin. Ammonia nitrogen, of the General Statutes of North Carolina and was a fecal coliform and total resid- qualified newspaper within the meaning of Section ual chlorine are water quality limited. 1-597 of the General Statutes of North Carolina. Town of Granite Falls reques- ted renewal of permit number NCO021890 for Granite Falls This 13th day of March, 2015 WWTP, Caldwell County, dis- charging treated wastewater to 111 r l r r r' Gunpowder Creek, Catawba a rry River Basin. ••••••......•... .... Shuford Mills, LLC requested Sworn to and sub��%tbedilefolla�,t ' al renewal of permit Q NC0035211/Dudley Shoals of Novetn er,2 -• Plant/Caldwell County. Facility 'O discharges to the Upper Little t % 1• ! River/Catawba River Basin. Currently no parameters are limited. ................................�.. ...... ...........r.. . •,+' � water quality Iw" March 13, 2015 -- MvCommrssmnexmt4ty ,h ............. NC DENR / DWR / NPDES EXEDITIED FACT SHEET FOR PERMIT RENEWAL NCO021890 Facility Information Applicant/Facility Name: Town of Granite Falls - Granite Falls W WTP Applicant Address: P.O. Drawer 10 Granite Falls, N.C. 28630-0010 Facility Address: 60 Meandering Way, Granite Falls, N.C. 28630 Permitted Flow 0.900 MGD Type of Waste: 100% Domestic [Primary SIC Code: 4952 Facility/Permit Status: Renewal Facility Classification III County: Caldwell Receiving -Stream and Miscellaneous Data Receiving Stream: Gunpowder Creek Regional Office: ARO; Landon Davidson, Supervisor Stream Class / Segment: WS-IV; CA / 11-55- 4 State Grid / USGSQuad: D13SW / Granite Falls, N.C. Impaired? [303(d) Listed: EPA approved list 2014 No Permit Writer: Joe R. Corporon, L Subbasin: 03-08-32 Date: 17Feb20I5 Drainage Area mi': 35 Summer 7Q 10 cfs 9.3 Winter 7Q10 (cfs): 12 Average Flow cfs : 44 IWC % : 13 Summary. The Town of Granite Falls has requested renewal of the Granite Falls W WTP. There are no significant changes in facility operations since last renewal. The WWTP discharges into the I wer portion of Gunpowder Creek less than one mile upstream of Little Dam. The City of Lenoir -Gunpowder Creek W WTP is located upstream of the Granite Falls outfall. Compliance. This facility received no NOVs during this permit cycle. A total of six (6) permit limit exceedences (2014) were flagged by BIMS for BOD5 and TSS, but were noted by ARO as "reporting errors" (no action BPJ), or for TRC flagged by BIMS erroneously below acceptable levels [50µg/L]. Although this facility typically runs at —1/3 design capacity (0.900 MGD), data suggest significant impact by inflow and infiltration (M as indicated by reported flow Max vs. Ave (see table). This facility has produced no observed harmful impacts to receiving -stream water quality. Flow Summary 2010-2014: Year Ave Min Max n 2010 0.319 0.207 1.309 365 2011 0.319 0.220 1.432 365 2012 0.308 0.197 1.456 366 2013 0.381 0.260 1.977 365 2014 0.304 0.171 0.982 365 Page 1 of 2 NC DENR / DWR / NPDES EXEDITIED FACT SHEET FOR PERMIT RENEWAL NCO021890 Receiving Stream Gunpowder Creek (11-55-4) is not listed on North Carolina's 303(d) list [EPA - approved, 2014]. Its designated use is rated supporting for a 13.4-mile segment from.a point 0.5 mile downstream of Caldwell Co. SR1127 to a point 0.8 miles downstream, of Billy Branch. Although heavy sedimentation has resulted in some habitat degradation, a biological assessment at SR1718 in August 2002 was "Good -Fair." The receiving stream is not impaired or threatened except for the statewide mercury fish -consumption advisory. WHOLE EFFLUENT TOXICITY (WET) TESTING: Current Requirement: Quarterly WET: Chronic P/F @ 13% during March, June, September, and December. Although WET test is required only Quarterly, Granite Falls WWTP has consistently reported -eight (8) tests per year. They have reported forty (40) tests since 2010 indicating "passed." No permit changes recommended. REASONABLE POTENTIAL ANALYSIS No parameters required reasonable potential analyses (RPA) Proposed Schedule for Permit Issuance Draft Permit to Public Notice: March I I, 2015 Final for signature April 25, 2015 Permit Scheduled to Issue: May 1, 2015 Permit Effective Date (Tentative): June 1, 2015 NPDES Contact Joe R. Corporon, LG Ooe.corporon@ncdenr.gov]: direct line (919) 807-6394 Page 2 of 2 NC DENR - DIVISON OF WATER QUALITY .0308 CATAWBA RIVER BASIN Class Name of Stream Description Class Date Index No. Cripple Creek From source to Horeeford WS-IV 08/03/92 11-54-2 Creek Horeeford Creek From a point 0.7 mile WS-IV;CA 08/03/92 11-54-(3) upstream of mouth to Lake Hickory, Catawba River Gunpowder Creek From source to a point 0.5 C 09/01/74 11-55-(0.5) mile downstream of Caldwell County SR 1127 Angley Creek From source to Gunpowder C 09/01/74 11-55-1 Creek Brushy Fork From source to Angley Creek C 09/01/74 11-55-1-1 Gunpowder Creek (Old Mill From a point 0.5 mile WS-IV 08/03/92 11-55-(1.5) Pond) downstream of Caldwell County SR 1127 to a point 0.8 mile downstream of Billy Branch 2B .0300 Little Gunpowder Creek From source to U.S. Hwy. C 03/01/62 11-55-2-(1) 321-A Little Gunpowder Creek From U.S. Hwy. 321-A to WS-IV 08/03/92 11-55-2-(2) Gunpowder Cr. Billy Branch From source to Old Mill WS-IV 08/03/92 11-55-3 Pond, Gunpowder Creek Gunpowder Creek From a point 0.8 mile WS-IV;CA 08/03/92 11-55-(4) downstream of Billy Branch to Lake Hickory, Catawba River Silver Creek From source to a point 0.7 WS-IV 08/03/92 11-56-(1) mile upstream of mouth Silver Creek From a point 0.7 mile WS-IV;CA 08/03/92 11-56-(2) upstream of mouth to Lake Hickory, Catawba River Mill Creek From source to a point 0.6 WS-IV 08/03/92 11-57-(1) mile upstream of mouth Mill Creek From a point 0.6 mile WS-IV;CA 08/03/92 11-57-(2) upstream of mouth to Lake Hickory, Catawba River Upper Little River (Cedar From source to Morrie Creek C 03/01/62 11-58 Creek) Millers Creek From source to Upper Little C 03/01/62 11-58-1 River McRary Creek From source to Upper Little C 03/01/62 11-58-2 River Mountain Run From source to Upper Little C 03/01/62 11-58-3 River Pilot Branch From source to Upper Little C 03/01/62 11-58-4 River Page 19 of40 2013-12-09 10:46:19 'A5cf 3176 CATAWBA RIVER BASIN Name of Stream Subbasin Stream Index Number Map Number Class Flat Branch CTB38 11-138-3-2 G15SE5 C Flat Land Branch CTB31 11-38-34-6-2 C11SE6 C;Tr,ORW Fork Timber Branch CTB31 11-38-34-11-3-4 C11SE8 C;Tr,ORW Forney Creek CTB33 11-119-2-3 E14SE9 C Forsyth Creek CTE30 11-25 E11NW4 C Fourmile Creek CTB34 11-137-9-4 G16SW1 C Franklin Branch CTB31 11-38-31 D12NW5 C Frankum Creek CTB31 11-38-32-9 C12SW9 C;HQW Freemason Creek CTB31 11-47-(1) D13SW4 WS-IV Freemason Creek CTB31 11-47-(2) D12SE6 WS-IV;CA Friddle Creek CTB31 11-38-32-5-1 C12SW6 C;HQW Frye Creek CTB32 11-54-1 E13NW3 WS-IV Gambles Creek (Cathey Creek) CTB32 11-107 F15NE1 WS-IV;CA Gar Creek CTB33 11-116-(1) F15SE1 WS-IV Gar Creek CTB33 11-116-(2) F15SW3 WS-IV;CA Garrison Creek CTB35 11-129-1-13-1 E12NE4 C Geitner Branch CTB35 11-129-1-18 E13NE1 C Georges Creek CTB31 11-38-32-9-1 C12SW8 C;HQW Gibbert Branch CTB31 11-38-6 C12SW5 C;Tr Ginger Creek CTB32 11-62-1 D13NW6 C Gingercake Creek CTB31 11-35-2-12-3 D11NW6 WS-III;Tr,ORW Glade Creek CTB32 11-69-7-(0.3) D14NW9 C Glade Creek CTB32 11-69-7-(0.7) D14NW9 WS-IV Glades Creek CTE30 11-13 E10NE7 C Glen Branch CTB38 11-139-1 H16NW9 C Globe Mountain Branch CTB31 11-38-15 C12SW8 B Goble Creek CTB32 11-78-1 D14SE9 WS-IV Gold Mine Creek CTB32 11-80-1 E14NE6 WS-IV Goose Creek (Glade Creek) CTB30 11-32-1-2 E10SE3 C Gragg Prong CTB31 11-38-10 C12SW4 C;Tr Gragg Prong CTB31 11-38-34-11-3 C11SE5 C;Tr,ORW Graham Creek CTB32 11-103 F15NW1 WS-IV,B;CA Grandmother Creek CTE30 11-29-5-(2) C11SW6 C;Tr Grandmother Creek [Lake Kawahna (Linville Lake)] CTB30 11-29-5-(1) C11SE4 B;Tr Grassy Creek CTB32 11-69-2 C14SWB C Greasy Creek CTB31 11-39-4 D12NE8 C Green Mountain Creek CTB31 11-38-10-1-1-1 C11SE3 C Greenwood Lake CTB34 11-137-3 G15NW9 C Griffith Branch CTE31 11-35-2-8 D11NE5 WS-III;Tr,ORW Gulf Branch CTB30 11-29-17 D11NW5 C Gum Branch CTB34 11-120-5 F15SW5 WS-IV Gunpowder Creek CTB32 11-55-(0.5) D12NE9 C Gunpowder Creek • CTB32 11-55-(4) D13SW6 WS-IV;CA Gunpowder Creek (Old Mill Pond) CTB32 11-55-(1.5) D13SW1 WS-IV Guthrie Branch CTB30 11-12-5-3 E10SW2 C Gutter Branch CTB34 11-120-4-(1) F15SW6 C Gutter Branch CTB34 11-120-4-(2) F15SW6 WS-IV Guys Branch CTB32 11-73-1 D14SE1 WS-IV Guys Creek CTB31 11-38-33 D12NW5 C Haas Creek CTB35 11-129-3-3 E13SE2 C Hagan Fork CTB32 11-76-5-2-(1) E14NW9 C Hagan Fork CTB32 11-76-5-2-(2) E14NW9 WS-IV Hager Creek CTB32 11-93 E15SW5 WS-IV,B;CA Page 7 of 19 2013-12-19 10:59:32 tol.-I OR 4 r X IN d.n T r • e -y 1 r i `,. tl Al ' m \ 60 M11cantic nq Jfay :" 4 4 LLL a� 3.� // �• Google earth i R State of North Carolina Department of Environment and Natural Resources Division of Water Resources bNWas of Wi1M RMoirw Water Quality Regional Operations Section Staff Report ( Permit Renewal) To: Joe Corporon,L.G. Attn: From: Tim Heim Choose an item. Asheville Regional Office L GENERAL SITE VISIT INFORMATION Permit No.: NCO021890 Regional Login No.: 1) Was a site visit conducted? ® Yes or ❑ No ( Facility was last inspected during a Compliance Sampling Event by L. Wiggs on Oct 21, 2014, the results of that inspection have been reviewed for this Staff Report. ) a) Date of site visit: 10/21/2014 b) Site visit conducted by: Linda Wiggs. ARO RECEIVEDIDENROWR c) Inspection report attached? ❑Yes or ®No (Report available on BIMS) MAR 19 2015 Water Quality 2) Person contacted: Shuford Wise and their contact information: (828) 396 - 7111 ext. Permitting Section 3) Facility Address: 60 Meandering Way, Granite Falls, NC 28630 4) Dischaz a Point(s) Coordinates: (Reference Attached USGS Map Extract) Coordinates Outfall001 Outfall002 Outfall003 Outfall004 Latitude: 35 47' 55" Longitude: 81 44' 38" 5) Receiving Stream or Affected Surface Waters: Gunpowder Creek a) Classification: C, WS-IV b) River Basin and Subbasin No.: Upper Catawba (03050101) c) Describe receiving stream features and pertinent downstream uses: Downstream uses are non -contact including fishing, wading, fish and wildlife propagation. H. IS THIS A PROPOSED/NEW FACILITY (USE SECTION III) OR A MODIFICATION/RENEWAL (USE SECTION IV)? FORM: WQROSSR 02-14 Pagel of 5 III. PROPOSED FACILITIES FOR NEW APPLICATIONS (NA) 1. Facility Classification (1-4): 2. Proposed total effluent discharge (specific to each outfall if more than one): 3. Anticipated makeup of influent:( )% Domestic/Commercial. ( )% Industrial. ( )% Other (Explain) . 4. Summary description of proposed treatment facility (unit operations): 5. Potential impact to receiving surface waters: FORM: WQROSSR 02-14 Page 2 of 5 d IV. EXISTING FACILITIES FOR MODIFICATION AND RENEWAL APPLICATIONS 1. Are there appropriately certified Operators in Charge (ORCs) for the facility? ® Yes ❑ No ❑ N/A ORC: Shuford Wise Certificate #: Backup ORC: Certificate #: 2. Description of existing or substantially constructed treatment facility: The existing facility includes and aerated grit chamber, bar screen, dual train oxidations ditches and clarifiers, and a chlorine contact chamber with step aeration for dechlor. Sludge is processed with an aerobic digester and stabilized for Class B land application. 3. What is the current permitted capacity? 0.900 (MGD) 4. What is the actual treatment capacity of the existing facility? Average Daily flow from last 3 years: 0.344 (MGD) 5. Description of proposed treatment facility: (NA) 6.1. Proposed total effluent discharge (specific to each outfall if more than one): All effluent discharged through Outfall 001. 7. Are the current design, maintenance and operation of the treatment facilities adequate for the type of waste and disposal system? ® Yes or ❑ No If no, please explain: 8. Has the site changed in any way that may affect the permit? ❑ Yes or ® No If yes, please explain: 9. Is the description of the facilities as written in the existing permit correct? ® Yes or ❑ No If no, please explain: 10. Are there any permit changes needed in order to address ongoing BIN4S violations? ❑ Yes or ® No If yes, please explain: 11. Potential impact to receiving surface waters: 12. Check all that apply: ® No compliance issues ❑ Current enforcement action(s) ❑ Currently under JOC ❑ Notice(s) of violation ❑ Currently under SOC ❑ Currently under moratorium Please explain and attach any documents that may help clarify answer/comments (i.e., NOV, NOD, etc.) 13. Have all compliance dates/conditions in the existing permit been satisfied? ❑ Yes ❑ No ® N/A If no, please explain: 14. Are there any issues related to compliance/enforcement that should be resolved before issuing this permit? ❑ Yes ®No❑N/A If yes, please explain: FORM: WQROSSR 02-14 Page 3 of 5 V. REGIONAL OFFICE RECOMMENDATIONS 1. Do you foresee any problems with issuance/renewal of this permit? ❑ Yes or ® No If yes, please explain: 2. List any items that you would like APS Central Office to obtain through an additional information request: Item Reason 3. List specific permit conditions recommended to be removed from the permit when issued: Condition Reason 4. List specific special conditions or compliance schedules recommended to be included in the permit when issued: Condition Reason 5. Recommendation: ❑ Hold, pending receipt and review of additional information by regional office ❑ Hold, pending review of draft permit by regional office ❑ Issue upon receipt of needed additional information ® Issue ❑ Deny (Please state reaso . ) rr 6. Signature of report preparer:Z— Signature of AF�3'regional supervisor: Date: T3/"ij61 / FORM: WQROSSR 02-14 Page 4 of 5 Barry Hayes Mayor Mike Mackie Mayor Pro Tem Jerry T. Church Town Manager church@granitefalisnc.com TOWN OF GRANITE FALLS June 19, 2014 Mr. Charles H. Weaver, Jr. NCDENR/DWQ NPDES Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 RE: Request for NPDES Permit Renewal Town of Granite Falls Wastewater Treatment Plant NPDES Permit Number NCO021890 Dear Mr. Weaver: Council Members Dr. Caryl B. Burns Marc Church Jim Mackie Martin D. Townsend Tracy Townsend RECEIVED/DENR/DWR JUN 2 3 2014 Water QuaIirty Permitting Clon Enclose please find one (1) signed and two (2) copies of NPDES Form 2A sections A - C basic application packet for the Town of Granite Falls Wastewater Treatment Plant. Please note the Town of Granite Falls Wastewater Treatment Plant has a rated permitted flow of 900,000 gallons per day (.900 MGD) and does not receive industrial waste or have any significant industrial users (No pretreatment program required). If additional information is required to process this permit application or if I can be of any further assistance please let me know. My telephone number is (828) 396 -7111, fax number (828) 396-8526, and email address mshufordwiseCa@embaromail.com Sincerely, M. Shuford Wise Water Resources Director enclosures: P.O. Drawer 10 • Granite Falls, North Carolina 28630.0010 • Phone (828) 396-3131 • Fax (828) 396-3133 www.granitefalisnc.com FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Granite Falls VWVTP, N00021890 Renewal Catawba BASIC,.APPLICATION INFORMATION _ PART A. BASIC;APPLICATIONIIVFQRMATION::FOR:ALL APPLICANTS All treatment works must complete questions A.1 through A.8 of this Basic Application Information Packet.- A.I. Facility Information. Facility Name Town of Granite Falls Wastewater Treatment Plant Mailing Address Post Office Drawer 10 Granite Falls North Carolina 28630-0010 Contact Person M. Shuford wise Title Water Resources Director Telephone Number (828) 396-7111 Facility Address 60 Meandering Way (not P.O. Box) Granite Falls, North Carolina 28630 A.2. Applicant Information. If the applicant is different from the above, provide the following: Applicant Name Mailing Address Contact Person Title Telephone Number ( ) RECEI irWDrr.rnrNR f� Is the applicant the owner or operator (or both) of the treatment works? ® owner ® operator JUN 2 3 2014 Indicate whether correspondence regarding this permit should be directed to the facility or the applicant. Water Qual ® facility ❑ applicant �. Pern*dng Section A.3. Existing Environmental Permits. Provide the permit number of any existing environmental permits that have been issued to the treatment works (include state -issued permits). NPDES NCO021890 PSD UIC Other RCRA Other A.4. Collection System Information. Provide information on municipalities and areas served by the facility. Provide the name and population of each entity and, if known, provide information on the type of collection system (combined vs. separate) and its ownership (municipal, private, etc.). Name Population Served Type of Collection System Ownership Town of Granite Falls 4979 Separate Municipal Total population served 4979 EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 6 7550-22. Page 2 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Granite Falls UWUTP, NCO021890 Renewal Catawba A.5. Indian Country. a. Is the treatment works located in Indian Country? ❑ Yes ® No b. Does the treatment works discharge to a receiving water that is either in Indian Country or that is upstream from (and eventually flows through) Indian Country? ❑ Yes ® No A.6. Flow. Indicate the design flow rate of the treatment plant (i.e., the wastewater flow rate that the plant was built to handle). Also provide the average daily flow rate and maximum daily flow rate for each of the last three years. Each year's data must be based on a 12-month time period with the 12'h month of "this year" occurring no more than three months prior to this application submittal. a. Design flow rate .900 mgd Two Years Aoo Last Year This Year b. Annual average daily flow rate .308 MGD .381 MGD .343 MGD C. Maximum daily flow rate 1.456 MGD (1&11 1.977 091) .982 MGD (I&Il A.7. Collection System. Indicate the type(s) of collection system(s) used by the treatment plant. Check all that apply. Also estimate the percent contribution (by miles) of each. ® Separate sanitary sewer 100 % ❑ Combined storm and sanitary sewer % A.8. Discharges and Other Disposal Methods. a. Does the treatment works discharge effluent to waters of the U.S.? ® Yes ❑ No If yes, list how many of each of the following types of discharge points the treatment works uses: I. Discharges of treated effluent ii. Discharges of untreated or partially treated effluent III. Combined sewer overflow points iv. Constructed emergency overflows (prior to the headworks) V. Other b. Does the treatment works discharge effluent to basins, ponds, or other surface impoundments that do not have outlets for discharge to waters of the U.S.? ❑ Yes If yes, provide the following for each surface impoundment: Location: Annual average daily volume discharge to surface impoundment(s) Is discharge ' ❑ continuous or ❑ intermittent? C. Does the treatment works land -apply treated wastewater? If yes, provide the following for each land application site: Location: Number of acres: ® No 1 mgd ❑ Yes ® No Annual average daily volume applied to site: mgd Is land application ❑ continuous or ❑ intermittent? d. Does the treatment works discharge or transport treated or untreated wastewater to another treatment works? ❑ Yes ® No EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 8 7550-22. Page 3 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Granite Falls WWTP,. NCO021890 Renewal Catawba If yes, describe the mean(s) by which the wastewater from the treatment works is discharged or transported to the other treatment works (e.g., tank truck, pipe). If transport is by a party other than the applicant, provide: Transporter Name Mailing Address Contact Person Title Telephone Number ( ) For each treatment works that receives this discharge, provide the following: Name Mailing Address Contact Person Title Telephone Number 1 If known, provide the NPDES permit number of the treatment works that receives this discharge Provide the average daily flow rate from the treatment works into the receiving facility. mgd e. Does the treatment works discharge or dispose of its wastewater in a manner not included in A.8. through A.8.d above (e.g., underground percolation, well injection): ❑ Yes ® No If yes, provide the following for each disposal method: Description of method (including location and size of site(s) if applicable): Annual daily volume disposed by this method: Is disposal through this method ❑ continuous or ❑ intermittent? EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 4 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Granite Falls WVVTP, iVCO021890 Renewal Catawba WASTEWATER DISCHARGES: If you answered "Yes" to question A.8.a, complete questions A.9 through A.12 once for each outfall (including bypass points) through which effluent is discharged. Do not include information on combined sewer overflows In this section. If you answered "No" to question A.8.a, go"to Part B, "Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd." A.9. Description of Outfall. a. Outfall number 001 b. Location Granite Falls 28630 (City or town, if applicable) (Zip Code) (County) 35 47m 55s (State) 81 44m 38s (Latitude) (Longitude) C. Distance from shore (if applicable) ft• d. Depth below surface (if applicable) n• e. Average daily flow rate .344 mgd f. Does this outfall have either an intermittent or a periodic discharge? ❑ Yes ® No (go to A.9.g.) If yes, provide the following information: Number f times per year discharge occurs: Average duration of each discharge: Average flow per discharge: mgd Months in which discharge occurs: g. Is outfall equipped with a diffuser? ❑ Yes ® No A.10. Description of Receiving Waters. a. Name of receiving water Gun Powder Creek b. Name of watershed (if known) Upper Catawba United States Soil Conservation Service 14-digit watershed code (if known): C. Name of State ManagementlRiver Basin (if known): Catawba United States Geological Survey 8-digit hydrologic cataloging unit code (if known): 03050101 d. Critical low flow of receiving stream (if applicable) acute cis chronic cfs e. Total hardness of receiving stream at critical low flow (if applicable): mg/I of CaCO3 EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 8 7550-22. Page 5 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Granite Falls VVVVTP, NCO021890 Renewal Catawba A.11. Description of Treatment a. What level of treatment are provided? Check all that apply. ❑ Primary ® Secondary ❑ Advanced ❑ Other. Describe: b. Indicate the following removal rates (as applicable): Design BOD5 removal or Design CBOD5 removal (BOD5) 88 % Design SS removal 85 % Design P removal NA % Design N removal NA Other C. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe: Chlorine Gas If disinfection is by chlorination is dechlorination used for this outfall? ® Yes ❑ No Does the treatment plant have post aeration? ® Yes ❑ No A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is discharged. Do not include information on combined sewer overflows in this section. All information reported must be based on data collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a ` minimum, effluent testing data must be based on at least three samples and must be no more than four and one-half years apart. Outfall number: 001 MAXIMUM DAILY VALUE. AVERAGE -DAILY VALUE PARAMETER Value Units Value Units Number of Samples pH (Minimum) 6.0 s.u. pH (Maximum) 7.2 S.U. Flow Rate 1.977 MGD .344 MGD Continuous Temperature (Winter) 18.9 Celsius 13.0 Celsius 165 Temperature (Summer) 26.7 Celsius 21J Celsius 202 For pH please report a minimum and a maximum daily value MAXIMUM DAILY AVERAGE DAILY DISCHARGE POLLUTANT ANALYTICAL ML/MDL Conc. Units Conc. _[7Units Number of METHOD Samples CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS BIOCHEMICAL OXYGEN BOD5 29.3 Mg/1 7.65 M /l 367 SM 5310 B CBOD5 DEMAND (Report one) FECAL COLIFORM 315 /100ml 19 /100ml 367 SM 9222 A TOTAL SUSPENDED SOLIDS (TSS) 32.0 M /l 7.92 M /I 367 SM 2540 D END OF ;PART A REFER TO THE APPLIC . T10W0VERVIEW 1� TO DETERMINE WHICH OTHER PARTS - OFT,OM 2AYOU MUSTCOMPLETE.: EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 6 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Granite Falls WWTP, NCO021890 Renewal Catawba BASK APPLICATION ,INFORMATION PART B. ADDITIONAL APP,.LICATfQN,INFORMATIQN FOR APPLICANTS,WITH A DESIGN FLOW GREATER THAN O.R h EQUAL TOO 1 MG;D (100,000 gallons per„day) L Y All applicants with a design flow rate Z 0.1 mgd must answer questions BA through B.6. All others go to Part C (Certification). B.I. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration. 33,843 gpd Briefly explain any steps underway or planned to minimize inflow and infiltration. Collection system rehabilitation using video camera technology, slip lining, manhole reconstruction and line replacement on a Yeah basis. Amount of work performed depends on budget funding available. B.2. Topographic Map. Attach to this application a topographic map of the area extending at least one mile beyond facility property boundaries. This map must show the outline of the facility and the following information. (You may submit more than one map if one map does not show the entire area.) a. The area surrounding the treatment plant, including all unit processes. b. The major pipes or other structures through which wastewater enters the treatment works and the pipes or other structures through which treated wastewater is discharged from the treatment plant. Include outfalls from bypass piping, if applicable. c. Each well where wastewater from the treatment plant is injected underground. d. Wells, springs, other surface water bodies, and drinking water wells that are: 1) within'% mile of the property boundaries of the treatment works, and 2) listed in public record or otherwise known to the applicant. e. Any areas where the sewage sludge produced by the treatment works is stored, treated, or disposed. f. If the treatment works receives waste that is classified as hazardous under the Resource Conservation and Recovery Act (RCRA) by truck, rail, or special pipe, show on the map where the hazardous waste enters the treatment works and where it is treated, stored, and/or disposed. B.3. Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant, including all bypass piping and all backup power sources orredunancy in the system. Also provide a water balance showing all treatment units, including disinfection (e.g., chlorination and dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily flow rates between treatment units. Include a brief narrative description of the diagram. B.4. Operation/Maintenance Performed by Contractor(s). Are any operational or maintenance aspects (related to wastewater treatment and effluent quality) of the treatment works the responsibility of a contractor? ❑ Yes ® No If yes, list the name, address, telephone number, and status of each contractor and describe the contractor's responsibilities (attach additional pages if necessary). Name: Mailing Address: Telephone Number: ( ) Responsibilities of Contractor: B.S. Scheduled improvements and Schedules of Implementation. Provide information on any uncompleted implementation schedule or uncompleted plans for improvements that will affect the wastewater treatment, effluent quality, or design capacity of the treatment works. If the treatment works has several different implementation schedules or is planning several improvements, submit separate responses to question B.5 for each. (If none, go to question B.6.) a. List the outfall number (assigned in question A.9) for each outfall that is covered by this implementation schedule. 001 b. Indicate whether the planned improvements or implementation schedule are required by local, State, or Federal agencies. ❑ Yes ® No EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 7 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: NCO021890 Renewal Catawba C. If the answer to B.5.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable). Facility update, no chap - a in treatment Rrocess or capacity. Implementation schedule will be required by funding agency. d. Provide dates imposed by any compliance schedule or any actual dates of completion for the implementation steps listed below, as applicable. For improvements planned independently of local, State, or Federal agencies, indicate planned or actual completion dates, as applicable. Indicate dates as accurately as possible. Schedule Actual Completion Implementation Stage MM/DD/YYYY MM/DD/YYYY - Begin Construction 06/01/2016 - End Construction 06/01/2017 - Begin Discharge 06/01/2017 - Attain Operational Level 06/01/2017 e. Have appropriate permits/clearances concerning other Federal/State requirements been obtained? ❑ Yes ® No Describe briefly: Schedule based on loan/grant approval B.6. EFFLUENT TESTING DATA (GREATER THAN 0.1 MGD ONLY). Applicants that discharge -to waters of the US must provide effluent testing data for the following parameters. Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is discharged. Do not include information on combine sewer overflows in this section. All information reported must be based on data collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum effluent testing data must be based on at least three pollutant scans and must be no more than four and on -half years old. Outfall Number: 001 MAXIMUM DAILY AVERAGE DAILY DISCHARGE POLLUTANT DISCHARGE ANALYTICAL MIJMDL Number of METHOD Conc. Units Conc. Units Samples CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS AMMONIA (as N) 15.60 mg/I 1.45 mg/I 367 SM 4500 NH3D CHLORINE (TOTAL 33 ug/I <20.2 mg/I 367 SM 4500 CLG RESIDUAL, TRC) DISSOLVED OXYGEN 10.9 mg/I 7.3 mg/I 367 SM 4500 C (0 G) TOTAL KJELDAHL 15.10 mg/I 5.38 mg/I 9 NITROGEN (TKN) NITRATE PLUS NITRITE 10.80 mg/I 4.76 mg/I 9 NITROGEN OIL and GREASE PHOSPHORUS (Total) 4.73 mgll 3.36 mg/I 9 TOTAL DISSOLVED SOLIDS (TDS) OTHER END OF.'PART B . . REFER TO THE -,A ,PLICATION OVERVIEW (PAGE i-) TOZET,ERMINE..WHICKOTHER PARTS, ' OF FORM 2A YOU MUST COMPLETE EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 8 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: NCO021890 Renewal Catawba BASIC APPLICATION, INFORMATION PART C.;; , CERTIFICATION = All applicants must complete the Certification Section. Refer to instructions to determine who is an officer for the purposes of this certification. All applicants must complete all applicable sections of Form 2A, as explained in the Application Overview. Indicate below which parts of Form 2A you have completed and are submitting. By signing this certification statement, applicants confirm that they have reviewed Form 2A and have completed all sections that apply to the facility for which this application is submitted. Indicate which parts of Form 2A you have completed and are submitting: ❑ Basic Application Information packet Supplemental Application Information packet: ❑ Part D (Expanded Effluent Testing Data) ❑ Part E (Toxicity Testing: Biomonitoring Data) ❑ Part F (Industrial User Discharges and RCRA/CERCLA Wastes) ❑ Part G (Combined Sewer Systems) ALL,AP?LICANTS MUST: COMPLETE.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 is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Name and official title M. Sbpfprd Wise Water E3vsourcgs Director Signature Telephone number (828) 396-7111 Date signed 06/19/2014 Upon request of the permitting authority, you must submit any other information necessary to assure wastewater treatment practices at the treatment works or identify appropriate permitting requirements. SEND COMPLETED FORMS TO: NCDENR/ DWQ Attn: NPDES Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 9 of 22 Barry Hayes Mayor Mike Mackie Mayor Pro Tern Jerry T. Church Town Manager church@granitefallsnc.com TOWN OF GRANITE FALLS Town of Granite Falls Wastewater Treatment Plant NPDES # NCO021890 Statement to Delegate Authority to Authorized Representative: Council Members Dr. Caryl B. Burns Marc Church Jim Mackie Martin D. Townsend Tracy Townsend Authority is hereby given to M. Shuford Wise to act as the authorized representative for all matters that directly effect the operational, reporting, and permitting requirements of the Town of Granite Falls Wastewater Treatment Plant NPDES Permit Number NC0021890. Given This Day June 18, 2014 By Barry Hayes, Mayor Town of Granite Falls P.O. Drawer 10 • Granite Falls, North Carolina 28630-0010 • Phone (828) 396-3131 • Fax (828) 396-3133 www.granitetalisnc.com Town of Granite Falls Wastewater Treatment Plant Sludge Management Plant NPDES Permit Number NCO021890 Settled wastewater sludge from secondary clarifiers is wasted into a 500,000 gallon aerobic digester where the sludge is digested for a minimum of 85 days to a maximum of 180 days. Aeration of the aerobic digester is shut off and the sludge is allowed to settle. Supernaught is decanted back to the head of the treatment facility. This process is repeated until the withdrawal of a clear supernaught cannot be achieved. The thicken sludge will average 2%. solids and is ready for chemical addition. To meet the pathogen and vector requirement prior to land application the digested sludge -is lime stabilized to raise the pH of the sludge to 12.0 or more and is monitored on an hourly basis. The pH of the digested sludge is checked after 24 hours and maintained at a pH of 11.5 or above. Additional lime is added if necessary. The Town of Granite Falls contracts with a Sludge Management Biosolids Land Application Company to haul and surface spread class B biosolids at agronomic rates on permitted area farm land including sludge, soil and plant sampling and analysis along with annual reporting as required under the provisions of Land Application Permit Number WQ0001618. OXIDATION DITCHES �-- Dechlorination 2.1.0.0. CLARIFIERS ; 2.2.0.0. v —7 7ij r PARSHALL FLUME CHLORINE AERATED GRIT .1.3.0.0. 2.2.i.0. f CONTACT POST AERATION !CHAMBER 2.1.1.0. 113.0-0-0.TANK4.0.0.0` I 1.1.0.0. SCREEN 1 2.0.0. I S a I \� SCUM PUMPS I 2.2.2.0. 2.3.0.0. T BYPASS I I I 2.1.2.0. INFLUENT I �` GUNPOWDER r CREEK t I L ! I ®DIGESTER DECANT � r f I — SLUDGE RECYCLE I j I �----'_'"---------a�-------- f BLOWER HOUSE ' ® ------— — — — — — — — — — — — — — — — & -�'� — SLUDGE RECYCLE/ SLUDGE WASTE WASTE PUMP STATION 2.4.0.0. STABILIZED SLUDGE - ---------------r--------1--- AEROBIC SLUDGE 1 _ Sludge Loading Facility DIGESTION 1 � 5.0.0.0. 9-SCUM PUMP GRANITE FALLS WASTEWATER TREATMENT PLANT PROCESS SCHEMATIC