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HomeMy WebLinkAboutNC0036269_Request for Intermediate Flow Tier_20210616 WSACC WATER&SEWER AUTHORITY OF CABARRUS COUNTY 232 Davidson Hwy,Concord, NC 28027 1111111111..- 704.786.1783 • 704.795.1564 Fax '1 Rocky River Regional WWTP 6400 Breezy Lane,Concord, NC 28025 704.788.4164 • 704.786.1967 Fax IS0140012015♦NC Star Public Sector♦ISO450012018 www.wsacc.org June 3, 2021 CERTIFIED MAIL RETURN RECEIPT REQUESTED RECEIVED Min Xiao, Environmental Engineer JUN 16 2021 North Carolina Department of Environmental Quality 512 North Salisbury Street NCDEQIDWRINPDES 1617 Mail Service Center Raleigh, NC 27699-1617 Subject: NPDES #NC0036269 - Request for Intermediate Flow Tier Rocky River Regional Wastewater Treatment Plant(RRRWWTP) Dear Ms. Xiao: As you know, the subject NPDES permit is currently in the process of being renewed. The Water and Sewer Authority of Cabarrus County (WSACC) requests that an intermediate flow tier of 30 million gallons per day (MGD) be added to the permit. Enclosed you will find the pages of the NPDES renewal application forms that support this request. These provide a layout and description of treatment works associated with the 30 MGD flow tier. Driver: The previous version of the draft permit included flow tiers of 26.5 and 34 MGD. The RRRWWTP triggered the 26.5 MGD flow tier limits during the last permit cycle and is currently abiding by those limits. In 2020-21, flows to the facility increased more rapidly than in past years, partly due to growth and partly due to wet weather. Therefore, WSACC anticipates the need to accommodate flows in the 26.5-30 MGD range sooner than previously expected. Although WSACC still plans a longer-term expansion to 34 MGD, an intermediate (30 MGD) flow tier would allow the facility to perform less extensive modifications sooner, and thereby accommodate the increased flows while planning for the 34 MGD expansion continues. Schedule: WSACC expects to request an Authorization to Construct the 30 MGD expansion within 2 years of writing, and to complete the expansion within 4 years of writing. Ammonia Limits: WSACC has reviewed the ammonia limits that DEQ provided on April 27, 2021, which are based on site-specific ammonia targets developed from USEPA's 2013 ammonia criteria. We appreciate DEQ's willingness to provide site-specific ammonia limits. In general, we believe these limits are very conservative due to the use of 90th percentiles for all the inputs to the calculations, including effluent pH/temperature, river pH/temperature, and background ammonia concentration. A more detailed statistical evaluation would probably demonstrate implausibility of this combination of conditions for -2- the 30-day averaging period appropriate to the ammonia criteria used in the calculation. This could be a topic for additional discussion with other stakeholders in the context of the statewide permitting policy. In the meantime, WSACC is willing to accept the ammonia limits proposed on April 27, 2021, which will help us move forward at the desired schedule. CBOD5 Limits: It is our understanding that DEQ is performing additional investigation of the technical basis of the draft CBOD5 limits associated with the 34 MGD flow tier. This also has implications for how the CBOD5 limits would be set for the 30 MGD flow tier. If the technical basis supports higher CBOD5 limits for the 30 MGD flow tier than the 34 MGD flow tier, this would be WSACC's preference. However, schedule is a more pressing concern than these potential differences in limits. If resolution of the technical basis of CBOD5 limits would delay issuing the NPDES permit, WSACC would instead be willing to accept the same CBOD5 limits for 30 MGD flow tier as DEQ previously proposed for the 34 MGD flow tiers (e.g., 10 mg/L monthly average in summer). Thank you for your consideration of this matter. If you have any questions or comments, please feel free to contact either myself at 704.788.4164, ext. 111 or James Sims, Wastewater Operations Manager/ORC at 704.788.4164, ext. 114 or JamesSims@wsacc.org. Sincerely, T. Mark Fowler Facilities Director TMF/JF/akh Enclosures: NPDES permit application pages Table 2 EPA Application Form 2A Missing Information cc: James Sims File Attachment A—Request for Missing Information Table 2. EPA Application Form 2A Missing Information 40 CFR 122.21(j)(1) 1.1 Email address of facility contact: JamesSims@wsacc.org 1.2 Applicant email address: MarkFowler@wsacc.org 1.3 Email address of the organization transporting the discharge for treatment prior to discharge 1.4 Email address of the organization receiving the discharge for treatment prior to discharge 1.5 Do you intend to request or renew one or more of the variances authorized at 40 CFR 122.21(n)?(Check all that apply. Consult with your NPDES permitting authority to determine what information needs to be submitted and when.) I I Discharges into marine waters(CWA Section ❑ Water quality related effluent limitation (CWA 301(h)) Section 302(b)(2)) ❑X Not applicable 1.6 Email address of contractor responsible for operational or maintenance aspects of the treatment works 40 CFR 122.210)(6) 1.7 Indicate the number of Sills and NSCIUs that discharge to the POTW. Number of SIUs Number of CIUs 15 2 40 CFR 122.22(a)and(d) 1.8 Certification Statement 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. 1 am aware that there are significant penalties for submitting false information,including the possibility of fine and imprisonment for knowing violations. Name(print or type first and last name) Official title Signat Date signed EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 NC0036269 Rocky River Regional Wastewat OMB No.2040-0004 a� Form U.S.Environmental Protection Agency 2A 3VEPA Application for NPDES Permit to Discharge Wastewater NPDES NEW AND EXISTING PUBLICLY OWNED TREATMENT WORKS SECTION 1.BASIC APPLICATION INFORMATION FOR ALL APPLICANTS(40 CFR 122.21(j)(1)and(9)) 1.1 Facility name Rocky River Regional Wastewater Treatment Plant Mailing address(street or P.O.box) 6400 Breezy Lane City or town State ZIP code o Concord North Carolina 28025 Contact name(first and last) Title Phone number Email address James Sims Wastewater Operations Maid (704)788-4164 JamesSims@wsacc.org Location address(street,route number,or other specific identifier) m Same as mailing address LL City or town State ZIP code 1.2 Is this application for a facility that has yet to commence discharge? ❑ Yes 4 See instructions on data submission ❑✓ No requirements for new dischargers. 1.3 Is applicant different from entity listed under Item 1.1 above? ❑✓ Yes ❑ No 4 SKIP to Item 1.4. Applicant name Water and Sewer Authority of Cabarrus County Applicant address(street or P.O.box) 232 Davidson Highway City or town State ZIP code Concord North Carolina 28025 Contact name(first and last) Title Phone number Email address fl Mark Fowler Facilities Director (704)788-4164 MarkFowler@wsacc.org a 1.4 Is the applicant the facility's owner,operator,or both?(Check only one response.) ❑ Owner ❑ Operator ❑✓ Both 1.5 To which entity should the NPDES permitting authority send correspondence?(Check only one response.) Facility and applicant ❑ Facility ❑✓ Applicant ❑ (they are one and the same) 1.6 Indicate below any existing environmental permits.(Check all that apply and print or type the corresponding permit number for each.) as Existing Environmental Permits °"Tcs' ✓❑ NPDES(discharges to surface ❑ RCRA(hazardous waste) ❑ UIC(underground injection water) control) NC0036369 2 ❑✓ PSD(air emissions) ❑ Nonattainment program(CAA) ❑✓ NESHAPs(CAA) w Emergency Generator No.08� .y ❑ Ocean dumping(MPRSA) ❑ Dredge or fill(CWA Section ❑✓ Other(specify) 404) Air Permit No.04475R19 EPA Form 3510-2A(Revised 3-19) Page 1 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 NC0036269 Rocky River Regional Wastewat OMB No.2040-0004 � 1.7 Provide the collection system information requested below for the treatment works. Municipality Population Collection System Type Ownership Status Served Served (indicate percentage) Charlotte Water 61,000 100 %separate sanitary sewer 0 Own ❑ Maintain ei) 0 %combined storm and sanitary sewer 0 Own ❑ Maintain d ❑ Unknown ❑ Own 0 Maintain cn 100 %separate sanitary sewer 0 Own 0 Maintain g Town of 19,395&2,121 % 0 combined storm and sanitary sewer ❑ Own ❑ Maintain co Harrisburg& © ❑ Unknown ❑ Own ❑ Maintain o. a City of 43,856 100 %separate sanitary sewer 0 Own ❑ Maintain Kannapolis 0 %combined storm and sanitary sewer ❑ Own ❑ Maintain al 0 Unknown ❑ Own ❑ Maintain E City of Concord 82,596 100 %separate sanitary sewer 0 Own ❑ Maintain c17)> 0 %combined storm and sanitary sewer ❑ Own ❑ Maintain c ❑ Unknown ❑ Own ❑ Maintain dTotal 208,968 Population c.) Served Separate Sanitary Sewer System Combined Storm and Sanitary Sewer Total percentage of each type of cyo sewer line(in miles) 1n % 0 1.8 Is the treatment works located in Indian Country? o ❑ Yes 0 No 0 co 1.9 Does the facility discharge to a receiving water that flows through Indian Country? a ❑ Yes ❑✓ No 1.10 Provide design and actual flow rates in the designated spaces. Design Flow Rate 26.5 mgd To N Annual Average Flow Rates(Actual) as - Two Years Ago Last Year This Year re c o 20.13 mgd 19.91 mgd 21.95 mgd Maximum Daily Flow Rates(Actual) o Two Years Ago Last Year This Year 59.74 mgd 54.15 mgd 66.47 mgd 0, 1.11 Provide the total number of effluent discharge points to waters of the United States by type. -o Total Number of Effluent Discharge Points by Type d a Constructed a'F— Treated Effluent Untreated Effluent Combined Sewer Bypasses Emergency .c Overflows Overflows 0 w One EPA Form 3510-2A(Revised 3-19) CZ �, rn�� Page 2 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 NC0036269 Rocky River Regional Wastewat OMB No.2040-0004 � Outfalls Other Than to Waters of the United States 1.12 Does the POTW discharge wastewater to basins,ponds,or other surface impoundments that do not have outlets for discharge to waters of the United States? ❑ Yes ❑✓ No 4 SKIP to Item 1.14. 1.13 Provide the location of each surface impoundment and associated discharge information in the table below. Surface Impoundment Location and Discharge Data Average Daily Volume Continuous or Intermittent Location Discharged to Surface (check one) Impoundment ❑ Continuous gpd ❑ Intermittent O Continuous gpd ❑ Intermittent ❑ Continuous gpd ❑ Intermittent _2 1.14 Is wastewater applied to land? ❑ Yes D No 4 SKIP to Item 1.16. 0 1.15 Provide the land application site and discharge data requested below. a Land Application Site and Discharge Data o Continuous or 8 Location Size Average Daily Volume Intermittent En Applied (check one) acres d 0 Continuous o gP 0 Intermittent 0 Continuous acres gpd ❑ Intermittent -a 0 Continuous acres gpd ❑ Intermittent ? = treatmentprior to discharge? 1.16 Is effluent transported to another facilityfor �o 9 o ❑ Yes m No 4 SKIP to Item 1.21. 1.17 Describe the means by which the effluent is transported(e.g.,tank truck,pipe). 1.18 Is the effluent transported by a party other than the applicant? ❑ Yes ❑ No 4 SKIP to Item 1.20. 1.19 Provide information on the transporter below. Transporter Data Entity name Mailing address(street or P.O. box) City or town State ZIP code Contact name(first and last) Title Phone number Email address EPA Form 3510-2A(Revised 3-19) Q, � MC,6 Page 3 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 NC0036269 Rocky River Regional Wastewat OMB No.2040-0004 � SECTION 2.ADDITIONAL INFORMATION(40 CFR 122.21(j)(1)and(2)) o Outfalls to Waters of the United States 2.1 Does the treatment works have a design flow greater than or equal to 0.1 mgd? ❑✓ Yes ❑ No 4 SKIP to Section 3. c 2.2 Provide the treatment works'current average daily volume of inflow Average Daily Volume of Inflow and Infiltration 0 ' and infiltration. 2,200,000 gpd Indicate the steps the facility is taking to minimize inflow and infiltration. An I&I policy has been in effect since 2004.Flow monitoring studies are on-going with the member jurisdictions to 3 determine sources of I&I.Improvements include,replacing deteriorated lines,lining pipe,and televising ten percent of the sewer system annually. c s 2.3 Have you attached a topographic map to this application that contains all the required information?(See instructions for specific requirements.) � o 0 CL ❑✓ Yes ❑ No E 2.4 Have you attached a process flow diagram or schematic to this application that contains all the required information? E (See instructions for specific requirements.) 0 a) o ❑✓ Yes ❑ No 2.5 Are improvements to the facility scheduled? ❑✓ Yes ❑ No SKIP to Section 3. Briefly list and describe the scheduled improvements. 0 1 Replace Cell 1 mixer/aerators in Step 2 reactors. c I °1 2. New aeration basin and blower building,influent EQ tank and sidestream treatment,gravity thickening,effluent flume 0 0 3. a a� U) 4. a 2.6 Provide scheduled or actual dates of completion for improvements. Scheduled or Actual Dates of Completion for Improvements Q7 Affected Attainment of Scheduled Begin End Begin Outfalls Operational 2 Improvement Construction Construction Discharge (from above) (list outfall (MM/DD/YYYY) (MM/DD/YYYY) (MM/DD/YYYY) Level number) (MM/DD/YYYY) 1 001 07/01/2021 09/30/2021 09/30/2021 09/30/2021 ai 2. 001 05/01/2022 05/01/2025 05/01/2025 08/01/2025 3. 4. 2.7 Have appropriate permits/clearances concerning other federal/state requirements been obtained?Briefly explain your response. ❑ Yes ❑ No ❑ None required or applicable Explanation: Any applicable permits will be applied for at the appropriate times. EPA Form 3510-2A(Revised 3-19) Page 5 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 NC0036269 Rocky River Regional Wastewat OMB No.2040-0004 � SECTION 3.INFORMATION ON EFFLUENT DISCHARGES(40 CFR 122.21(j)(3)to(5)) 3.1 Provide the following information for each outfall.(Attach additional sheets if you have more than three outfalls.) Outfall Number o01 Outfall Number Outfall Number State North Carolina m County Cabarrus 0 City or town Concord 0 Distance from shore N/A ft. ft. ft. .Q Depth below surface N/A ft. ft. ft. Average daily flow rate 21.95 mgd mgd mgd Latitude 35° 19' 30.5" N ° 0 Longitude 80° 32' 9.6" W " 3.2 Do any of the outfalls described under Item 3.1 have seasonal or periodic discharges? o ❑ Yes ❑✓ No 4 SKIP to Item 3.4. R 3.3 If so,provide the following information for each applicable outfall. N Outfall Number Outfall Number Outfall Number Number of times per year o discharge occurs a Average duration of each `o discharge(specify units) o Average flow of each mgd mgd mgd cn discharge in Months in which discharge occurs 3.4 Are any of the outfalls listed under Item 3.1 equipped with a diffuser? ❑ Yes ❑✓ No -4 SKIP to Item 3.6. CI, 3.5 Briefly describe the diffuser type at each applicable outfall. Outfall Number Outfall Number Outfall Number v U, ui 3 6 Does the treatment works discharge or plan to discharge wastewater to waters of the United States from one or more discharge points? ❑✓ Yes ❑ No-3SKIP to Section 6. EPA Form 3510-2A(Revised 3-19) 30 AkG? Page 6 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 NC0036269 Rocky River Regional Wastewatb OMB No.2040-0004 5.7 Provide the information in the table below for each of your CSO outfalls. CSO Outfall Number CSO Outfall Number CSO Outfall Number Receiving water name Name of watershed/ stream system U.S.Soil Conservation ❑ Unknown 0 Unknown 0 Unknown Service 14-digit watershed code (if known) Name of state cc management/river basin U.S.Geological Survey 0 Unknown ❑ Unknown ❑ Unknown 8-Digit Hydrologic Unit Code(if known) Description of known water quality impacts on receiving stream by CSO (see instructions for exam.les SECTION 6.CFECKLIST AND CERTIFICATION STATEMENT(40 CFR 122.22(a)and(d)) 6.1 In Column 1 below,mark the sections of Form 2A that you have completed and are submitting with your application.For each section,specify in Column 2 any attachments that you are enclosing to alert the permitting authority. Note that not all applicants are required to provide attachments. Column 1 Column 2 ❑ Section 1:Basic Application ❑ w/variance request(s) ❑ w/additional attachments Information for All Applicants ❑ Section 2:Additional ✓❑ w/topographic map 0 w/process flow diagram Information ❑ wl additional attachments ❑ w/Table A ❑ w/Table D ❑ Section 3: Information on ❑ w/Table B ❑ w/Table E Effluent Discharges ❑ wl Table C ❑ w/additional attachments o Section 4: Industrial ❑ w/SIU and NSCIU attachments ❑ w/Table F co ❑ Discharges and Hazardous Wastes ❑ w/additional attachments �"— Section 5:Combined Sewer ❑ wl CSO map ❑ wl additional attachments U ❑ Overflows C] wl CSO system diagram Section 6:Checklist and c ❑ Certification Statement ❑ w/attachments Y 6.2 Certification Statement U N 1 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. 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Latitude: 35°19'35"N Permitted Flow: Phased 24 MGD, 34 MGD Longitude: 80°32' 12"W Sub-basin: 03-07-12 NPDES Permit No. NC0036269 Cabarrus County Receiving Stream: Rocky River Drainage Basin: Yadkin Pee Dee River Basin North Carolina Stream Class: C Drawing Date: 04-24-2008 /\, 1 I 2 I 3 I 4 I 5 I 6 I TM sr BOX Brown A1D 'D' Caldwell i s T 4 1 / ELI 1 <Po I /�cFEE.is � : ,wrvx.�m1 rF ��R WATER. ® wf O 0 0 0 O e�.`y..u...w.Fam I SCRUBBER ,axO wA9 1 /w-(/ j 0 iNG g::10: SMSS 30 AERATIONREGTPAL AlA — WI I w� —EMER�t1CY GENERATOR PReFARED EN BLACK PHASE 2 UPGRADE AND EXPAANSM 3t IAGO ROCAr RIVER REGIONAL 1 14 III 1 SC NO $C NO.10 WASTEWATER TREATMENT FLINT CONTRACTS:AND 3 PRP. JUNE BOW. w BOX 2A ,__J11 O. V y3. CR 98'. 1) B.OIIAB I \ BT O.SSPS O 03 I �� X -- vHC♦ Bb,48 .g IA. 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