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HomeMy WebLinkAboutNC0087891_Permit Issuance_20160422v Water Resources ENVIRONMENTAL QUALITY Mr. Nathan Bennett County Manager Yancey County Court House 100 Town Square, Room I 1 Burnsville, NC 28714 Dear Mr. Rogers: PAT MCCRORY Gommor DONALD R. VAN DER VAART S" a,y S. JAY ZIMMERMAN D"Velar April 22, 2016 Subject: Issuance of NPDES Permit NCO087891 South Toe River W WTP Yancey County Division personnel have reviewed and approved your application for renewal of the subject permit. Accordingly, we are forwarding the attached NPDES discharge 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 October 15, 2007 (or as subsequently amended). This final permit includes no major changes from the draft permit sent to you on March 8, 2016. 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 (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 require modification or revocation and reissuance of the permit. This permit does not affect the legal requirements to obtain any other Federal, State, or Local governmental permit that may be required. If you have any questions concerning this permit, please contact Sonia Gregory at telephone number (919) 807-6333. cc: Central Files Asheville Regional Office ,W&S Unit Sincer ly, S: Jay Zimmerman, P.G., Director Division of Water Resources State of North Carolina I Environmental Quality I Water Resources 1617 Mail service Center I Raleigh, North Carolina 27699-1617 919 807 6300 1• Permit NC0087891 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONNVIENTAL QUALITY DIVISION OF WATER RESOURCES PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELMNATION SYSTEM In compliance with the provision 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, the East Yancey Water & Sewer District is hereby authorized to discharge wastewater from a facility located at the South Toe River WWTP Wyatt Town Road Micaville Yancey County to receiving waters designated as South Toe River in subbasin 04-03-06 of the French Broad River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III, and IV hereof. The permit shall become effective June 1, 2016. This permit and the authorization to discharge shall expire at midnight on February 28, 2021. Signed this day April 22, 2016. S. Zimmerman, P.G., Director ivision of Water Resources By Authority of the Environmental Management Commission Page 1 of 7 Permit NCO087891 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. East Yancey Water & Sewer District is hereby authorized to: 1. Construct and operate a 0.125 MGD wastewater treatment plant that includes the following components: - Bar screen - Influent composite sampler - Two (2) 115,000 gallon Sequencing Batch Reactors (SBR) systems - One (1) 26,000 gallon post equalization basin - Two (2) tertiary filter systems - UV disinfection system - Effluent flow meter with recorder - Effluent composite sampler 12 port diffuser system - One (1) 63,000 gallon digester - Sludge truck load out station - Stand by generator located at the South Toe River WWTP on Wyatt Town Road, Micaville, Yancey County, and; 2. Discharge from said treatment works (via Outfall 001) into the South Toe River, a Class C-Trout water in the French Broad River Basin, at the location specified on the attached map. Page 2 of 7 Permit NCO087891 Part 1. A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS [15A NCAC 02B .0400 et seq., 02B .0500 et seq.] Beginning on the effective date of this permit and lasting until expiration, the Permittee is authorized to discharge treated wastewater through a diffuser from Outfall 001. Such discharges shall be limited and monitored' by the Permittee as specified below: EFFLUENT CHARACTERISTICS EFFLUENT LIMITS MONITORING REQUIREMENTS Parameter Codes Monthly Weekly Measurement Sample Sample Average Average Frequency Type Locat on 2 Flow 50050 0.125 MGD Continuous Recording I or E BOD, 5-day, 20°C a C0310 30.0 mg/l 45.0 mg/l Weekly Composite E, Total Suspended Solids 2 (TSS) C0530 30.0 m /l g 45.0 m /I 9 Weekly Composite E, I Fecal Coliform (geometric mean) 31616 200/100 ml 400/100 ml Weekly Grab E pH Not < 6.0 nor > 9.0 00400 standard units Weekly Grab E Temperature, °C 00010 Weekly Grab E NH3 as N, mg/l C0610 Weekly Composite E NH3 as N, mg/l 4. 5 (April 1 — October 31) Weekly Grab U, D C0610 NH3 as N, mg/l 4 (November 1 — March 31) 2/Month Grab U, D C0610 Dissolved Oxygen, mg/l (DO) 00300 Weekly Grab E Total Nitrogen, mg/l (TN) TN = (NO2-N + NO3-N) + TKN Semi -Annual Composite E C0600 Total Phosphorus, mg/l (TP) C0665 Semi Annual Composite E Footnotes: 1. No later than 12/21 /2016, begin submitting discharge monitoring reports electronically using the Division's eDMR application system [see A. (3)]. Page 3 of 7 Permit NCO087891 2. Sample locations: E- Effluent, I- Influent, U- 25 feet approximately upstream of diffuser, D- approximately 25 feet downstream of diffuser. 3. The monthly average effluent BOD5 and TSS concentrations shall not exceed 15% of the respective influent value (85% removal). 4. Samples shall be collected at approximately the same time, allowing for time to move between sample locations. 5. The Permittee may request reduced instream NH3 N summer (April 1 — October 31) monitoring to 2/1\4onth after 2 full years, if downstream data shows instream ammonia levels are protective of mussels, or if the WWTP discharge shows no increase between upstream/downstream ammonia concentrations. _ If chlorine or a chlorine disinfectant derivative are used then a Total Chlorine Residual limit of 28 µg/1 limit shall go into effect. The Asheville Regional Office/Surface Water Protection must be contacted during normal business hours and alerted when chlorine or a chlorine disinfectant derivative are used. There shall be no discharge of floating solids or visible foam in other than trace amounts. Page 4 of 7 Permit NCO087891 A. (2) AMMONIA REOPENER [G.S. 143-215.1(b)] The Division may re -open and modify this permit if required in the event that the Division: o Adopts new freshwater quality standards for ammonia. o Develops a site -specific management strategy pursuant to T15A NCAC 2B .0110 in order to protect endangered or threatened aquatic species in the receiving water. If instream monitoring indicates ammonia concentrations are above protective concentrations for mussels and the WWTP is identified as the cause, the Permittee will be required to evaluate options to reduce effluent ammonia concentrations (including outfall redesign), and report to the Division within 120 days of notification by the Division. A. (3) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS [G.S. 143-215.1(b)] Federal regulations require electronic submittal of all discharge monitoring reports (DMRs) and program reports and specify that, if a state does not establish a system to receive such submittals, then permittees must submit monitoring data and reports electronically to the Environmental Protection Agency (EPA). The final NPDES Electronic Reporting Rule was adopted and became effective on December 21, 2015. NOTE: This special condition supplements or supersedes the following sections within Part u of this permit (Standard Conditions for NPDES Permits): • Section B. (11.) Signatory Requirements • Section D. (2.) • Section D. (6.) • Section E. (5.) Reporting Records Retention Monitoring Reports I. Reporting Requirements fSupersedes Section D. 2. and Section E. 5. a Effective December 21, 2016, the permittee shall report 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 / Division of Water Resources / Water Quality Permitting Section ATTENTION: Central Files 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Page 5 of 7 Permit NCO087891 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. See "How to Request a Waiver from Electronic Reporting" section below. 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. Starting on December 21, 2020, the permittee must electronically report the following compliance monitoring data and reports, when applicable: Sewer Overflow/Bypass Event Reports; Pretreatment Program Annual Reports; and Clean Water Act (CWA) Section 316(b) Annual Reports. The permittee may seek an electronic reporting waiver from the Division (see "How to Request a Waiver from Electronic Reporting" section below). 2. How to Request a Waiver from Electronic Reporting The permittee may seek a temporary electronic reporting waiver from the Division. To obtain an electronic reporting waiver, a permittee must first submit an electronic reporting waiver request to the Division. Requests for temporary electronic reporting waivers 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 submitting monitoring data and reports. The duration of a temporary waiver shall not exceed 5 years and shall thereupon expire. At such time, monitoring data and reports shall be submitted electronically to the Division unless the permittee re -applies for and is granted a new temporary electronic reporting waiver by the Division. Approved electronic reporting waivers are not transferrable. Only permittees with an approved reporting waiver request may submit monitoring data and reports on paper to the Division for the period that the approved reporting waiver request is effective. Information on eDMR and the application for a temporary electronic reporting waiver are found on the following web page: http://yortal.ncdenr.or web/wq/admin/boa/ipu/edmr 3. Signatory Requirements fSupplements Section B. (11.) (b) and Supersedes Section B. (11.) (d)1 All eDMRs submitted to the permit issuing authority shall be signed by a person described in Part II, Section B. (11.)(a) or by a duly authorized representative of that person as described in Part H, Section B. (I 1.)(b). A person, and not a position, must be delegated signatory authority for eDMR reporting purposes. Page 6 of 7 Permit NCO087891 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://i)ortal.ncdenr.org/web/wq/admin/bop-/it)u/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. " 4. Records Retention [Supplements 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 7 of 7 JV :.ter � 1 •` �l � _ _—_.. ��\ � � � `, �I •`�Wi.+yS,1 �I I {{{\J� ` ':Y �)I .'I�—•11� �`�f /.,4.41 '� l ��� ��-MY,tIN •6 . �., '•� �.� , , ,'.,� \<<y L' j ,'1 �, L:4�eli:J�: 1 •r'�-� 7 ��'-,mil •?\�� J � '--.r�y- - � .' . � ti NCO087891 /ll' k ad Hewors Downstream % (� c { ,V� Sample �� � /—�.� \`\tea 'r \� l % !14 1 / `. F'-.•-^�� {"1r 'V�_. L' State Road 1307 < vNC0087891�\,�.L �� /' IY ` /allDiff ✓/j\ \ �C r Upstream / Sample . r• /- ti� 4n. � � . �^� -x'sd L• E+.�. y � it � .JI `.. — -/ ��• : Tyi, >/ -��� ' Y I \ - \":f%-/ S/-y /1l-.w_ i-1: �. ��/ i1 /.�[,l1. Ifl•A—� �I _ V' �1� t, �� `� / %(/) t`\Y\(`U�-1I/I IL 1 / -�--� 4� }yy����'��, r�;l ` •jl� 44�Sa4i / r-.+♦ `— '. \' 1 It �tM[rJf74R 12.+� �f � ).•.y_s�`� l .� 4�1 '� `�rj ` r .s ii=:i \'..r;` �`14 7 �_ 'J• lPF .. N. j -'�`-J % Vi'F �:` (~f r�% I (�$��)_ 1, a�t'e'ch;f�� :. C•, t l��-.�-i"� USGS Quad: D10NW Micaville, NC Outfall Facili Latitude: 35° 55' 8.8" N 350 55' 6" N Longitude: 82' 12' 26.2" W 820 12' 29" W Stream Class: C, Trout North Facility Location Subbasin: 04-03-06 HUC: 06010108 South Toe River WWTP NC0087891 Receiving Stream: South Toe River Yancey County North ASHEVMIE CITIZEN TB ES 17010E OFTHE MOUNTAINS • CMZEN-TR 1FS.mm 140. HENRY AVE. AFFIDAVIT OF PUBLICATION BUNCOMBE COUNTY SS. NORTH CAROLINA Before the undersigned, a Notary Public of said County and State, duly commissioned, qualified and authorized by law to administer oaths, personally appeared Kelly Loveland, who, being first duly sworn, deposes and says: that she is the Staff Accountant of The Asheville Citizen -Times, engaged in publication of a newspaper known as The Asheville Citizen -Times, published, issued, and entered as first class mail in the City of Asheville, in said County and State; that she is authorized to make this affidavit and sworn statement; that the notice or other legal advertisement, a true copy of which is attached hereto, was published in The Asheville Citizen -Times on the following date: March 23`d 2016. And that the said newspaper in which said notice, paper, document or legal advertisement was published was, at the time of each and every publication, a newspaper meeting all of the requirements and qualifications of Section 1-597 of the General Statues of North Carolina and was a qualified newspaper within the meaning of Section 1-597 of the General Statutes of North Carolina, Signed this 23' day of March, 2016 Sworn to andisubscribed before me the 23`d day of March, (828) 232-5830 expires the 5�h day of October, 2018. FACT SHEET FOR EXPEDITED PERMIT RENEWALS This form must be completed by Permit Writers for all expedited permits which do not require full Fact Sheets. Expedited permits are generally simple 100% domestics (e.g., schools, mobile home parks, etc) that can be administratively renewed with minor changes, but can include facilities with more complex issues (Special Conditions, 303(d) listed water, toxicity testing, instream monitoring, compliance concerns). Basic Information for Expedited Permit Renewals Permit Writer/Date Sonia Gregory 3/1/16 Permit Number NC0087891 Facility Name South Toe River W WTP Basin Name/Sub-basin number 04-03-06 stream index: 7-2-52-(30.5 Stream French Broad -Receiving Stream Classification in Permit C; Tr Does permit need Daily Max NH3 limits? yes Does permit need TRC limits/language? No — already resent Does permit have toxicity testing? No Does permit have Special Conditions? No Does permit have instream monitoring? No Is the stream impaired (on 303(d) list)? For whatparameter? No obvious compliance concerns? None -Any permit modifications since lastpermit? None. -Any New expiration date 2/29/2021 Comments on Draft Permit ➢ Added eDMR requirements ➢ Added citations Most Commonly Used Expedited Language: • 303(d) language for Draft/Final Cover Letters: "Please note that the receiving stream is listed as an impaired waterbody on the North Carolina 303(d) Impaired Waters List. Addressing impaired waters is a high priority with the Division, and instream data will continue to be evaluated. If there is noncompliance with permitted effluent limits and stream impairment can be attributed to your facility, then mitigative measures may be required". • TRC lanizuaie for Comaliance Level for Cover Letters/Effluent Sheet Footnote: The Division shall consider all effluent TRC values reported below 50 µg/l to be in compliance with the permit. 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 50 µg/l. This page has been printed on scrap paper to save money and reduce our program's environmental impact.` Disregard any content on the back of this page. 0McGiR December 3, 2015 Mr. Bob Sledge North Carolina Department of Environmental Quality Division of Water Quality NPDES Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Dear Mr. Sledge: RECEIVED/NCDEQ/M FEB 15 2016 Water Quality Permitting Section RE: East Yancey Water and Sewer District NPDES Permit No. NCO087891 Renewal Yancey County, North Carolina On behalf of the East Yancey Water and Sewer District please find enclosed for your review the following items relating to the above referenced project: NPDES Form 2A signed by Mr. Nathan Bennett, Yancey County Manager Residuals Management Plan for the future East Yancey Wastewater Treatment Plant Residuals Acceptance letter from the Town of Burnsville The purpose of this application is to renew NPDES Permit No. NCO087891 in support of the construction of a new wastewater treatment facility serving the East Yancey Water and Sewer District. Construction of the facility is substantially complete, but it is not currently accepting flows, so there have been no changes since the original permit was awarded. If you have any questions or need any additional information for this application, please feel free to contact me. Sincerely, McGILL ASSOCIATES, P.A. �W� MICHAEL WHITTENBURG, EI Engineering Associate Enclosures P:2015/15.00325/letters/rs3decl 5.docx 55 Broad Street P.O. Box 2259 ph: 828.252.0575 Asheville. North Carolina 28801 Asheville, North Carolina 28802 F. 828.252.2518 vmv.mcgillengineers.com J ' �� � �.� ,• �; �� `-� - \ III C Ass lit`max O J �• - • ` _1.,. ` `410 WASTEWATER ,TREATMENT PLANTMICATION lit V 1 16 a � •L�� � 1 �J �\i � � 1 C ,-�\l�JtiC� �- \ � - oaf � f /� .) o <J 7 1 f! a m e y McGill 'OUTMTCERVER T YATEeTRFATAIENTfACILItt EAST YANCEY WATER AND SEWER DISTRICT Np ,OC15 DATE ppTE pEC H CESIGNEOW DLH DESIGN p H DESIST REVIEW LOTST RENEW TOPOGRAPHIC MAP SHEET q � d Assoc 1 n r s s E NGINEER ING-PLANNING FINANCE mm .cpalercmi m�m>�m � YANCEY COUNTY, NORTH CAROLINA _ iois .Mal roan we=•; I II INFLUENT BAR ASPHALT ROADWAY �6' CHAIN LINK FENCE MANHO PLAN q INFLUENT FLOW SPUTTER VALVES \ \ T SLUDGE LOADING STATION �♦ � � (+eMn>Nu 1 m � U 1EUW �—A \ F VA VA T r W �� Pa�y>y KP NRA R I W \ U NT VA V �� WELL F 2 > L♦♦ \ P P 11 v I NF VA, I\ "♦♦ a R a I I ♦"♦ ♦� 99 tt \ RTIAR FI R \ S�E1� � [ y.OR� gr' kk \ N,AD, UV I INF TIN MANH ♦'♦ ♦'♦ /2" DIP OUTFALL LINE u g� 400 �6RT s \ rf'4gi9 �nr' Tp ♦ ♦ TRAP I A F M \ ♦♦ ♦♦' fLy n�N QZ \ ♦♦♦ ♦♦♦ \ S 443s>)ipVT \ ~ \ ♦, Q \ \ ♦ W \ \ r \ 3 \ o ♦ !-� SHEET \ ♦♦ ♦ 2 RECEIVED/NCDEUDWR South Toe River Wastewater Treatment Facility FEB 15 2016 NCO087891 NPDES Permit Renewal Water Quality Process Diagram Narrative Description Permitting Section Wastewater: 1. Wastewater enters a manhole where it is mixed with filter backwash and digester supernatant. 2. The wastewater pass through a bar screen to remove large objects. 3. Wastewater from the bar screen enters the influent valve vault where flow is directed to one of two sequencing batch reactor (SBR) tanks. 4. Wastewater enters one of the two SBR tanks. 5. Wastewater is aerated and mixed with sludge in the SBR tank, then allowed to settle before decanting. 6. Decanted wastewater from the SBR tanks enters the post equalization basin. 7. Wastewater from the post equalization basin is directed through one of the two tertiary disk filters. 8. Wastewater from both tertiary disk filters enters the UV disinfection system. 9. Treated effluent is discharged to the South Toe River. Sludge: 1. Waste sludge from the SBR tanks is evacuated to the digester. 2. Waste sludge from the digester is loaded onto trucks for disposal at the Town of Burnsville WWTP (NC0020290). rX Residuals Management Plan East Yancey Wastewater Treatment Plant The East Yancey Wastewater Treatment Plant (WWTP) will include a sludge holding tank. Residuals will be stored for a period of time, until they are hauled to the Town of Burnsville's WWTP and dewatered in their belt filter press. The Town of Burnsville has an agreement with the East Yancey Water and Sewer District to operate the proposed East Yancey WWTP. Burnsville personnel will haul sludge via sludge trucks from the sludge loading station at the East Yancey WWTP to the Burnsville WWTP. Per 15A NCAC 02H a minimum of 30 days of solids storage is required. Due to the remote location of this plant and the method of sludge disposal it is recommended to provide 75 days of storage. Solids will be produced at a rate of 100 lbs/day based on an average flow of 125,000 gpd and 0.8 lbs solids per 1000 gallons of wastewater (Metcalf and Eddy, Wastewater En ing eering 3"d Edition, pg 773) (125,000 gpd x 0.8 lbs solids / 1000 gal. = 100 lbs solids / day). Assuming a 1.5 % solids concentration (Metcalf and Eddy, Wastewater Engineering 3'd Edition, pg 774) approximately 59,050 gallons of sludge will be produced in 75 days (100 lbs solids / day x 1/ (62.4 lbs / cubic foot water x 1.015 (specific gravity of 1.5% sludge) x 0.015 (solids content) = 105.26 cubic feet per day = 787.3 gpd * 75 days = 59050 gal sludge produced in 75 days). The proposed sludge holding tank is sized to hold approximately 62,800 gallons (32' x 17.5' x 15' water level = 8400 CF = 62,832 gallons) which is greater than 59,050 gallons therefore the sludge storage requirement is met. The belt filter press at the Burnsville WWTP was installed in 2000. It was designed to handle sludge not only from the Burnsville WWTP, but also from the future East Yancey WWTP. The maximum solids produced at the Burnsville WWTP were calculated to be 664 lbs/day (800,000 gpd x 0.83 lbs/ 1000 gal. = 664 lbs/day). However, the belt filter press was sized based on a total flow rate of 1.1 mgd to account for solids coming from the future East Yancey WWTP (1,100,000 gpd x 0.83 lbs/1000 gal. = 913 lbs/day). The 913 lbs/day capacity of the belt filter press is therefore large enough to handle sludge from both the Burnsville WWTP (maximum solids rate of 664 lbs/day) and the East Yancey WWTP (100 lbs/day). District Manager Date Page 1 of 1 Iv 9001M 1649L ON YH/-.Ydl 9T:VT MU SooZIZZ/ZT ,.wilt, r flown of Bum :: C�: h08 q%vici, Quea pie. Ir WB '' ' :• J x X. j :DiecOn r 20, 2f105 ; 7 s Ran P.E.r.. Ak ''''`' ;' ' •' '' RE: East Yancey Water and iSe W D tic � Wastewater water 1 reata' ont P-Iai4-., ' • , . r: Residuals Acceptance 7.. _. .T-own :of Burnsville bas agreed to accept up to 18,500 alb o "i 0. 5 g$31o:ns'.pera '. o f 'moons per yeat of waste biological sludge from the above'mentioned p pa d 1- 5, Cho ; '' ste*ater eeatment pleat. =.?i ' : : ' • '-As we understand; the waste -sludge will contain a concent radon cif' a ro nay o y the wastewater treatment plant, We curr'edly have -'the' o a _,,: ?, ; a e in our residuals management system to dispose of the arpr© e1y::'1.5 t fta f ;' ; : •:'as 'ip�i, mo 'eVected to be produced by this project. I' r' :r? le .regi a tbat -the appropriate regulatory requirement and pwvis�na','be dellver,.,and discbar a the waste slide directly to our •' B g sludge de, �' 4 ,f• = b*i Asa fated: these requimments, along with operational lime aid nc�teri�l to fro ' e icc ge3 w ijb Bworporated into the scope of the East Yancey roj ct no�; oat o • e _ .. yy��J. ��' ouid you eve -any questions or require any additional info atic , p seIvlr e;: o ' • : ' `;<•-' ;� a• .�. � `fir ;';� ; • • Sincerely, : " ::; •: �; • Tom Storie • ; - :• °,' Director. of Public Woks w' ' s y !'" : %" All e .:_ ' •.z�: , : 'x •97 but : �m- v�ik.. north Cam ina 28714 • Phone (828) E�$Z���ZO�: ° �8 ��;,~• 7i :. ' �' : ;s . ' RI � '• Zo 3E)Vd 3`l`1IASN�M _�0 NMOI I L944-ZB9-'Bze LEI:Ply SQ9Z/ZZ/ZZ' U � Wz TERTIARY U z z a DISK FILTER DISCHARGE NO. 1 TO SOUTH a - TOE RIVER mom-- I/ a U 0.125 MGD INFLUENT TERnARY UV FLUME z VALVE VAULT DISK FILTER DISINFECTION 0.125 0.0625 NO. 1 w MGD MGD z 0.0625 WASTE SLUDGE z o MH BAR SCREEN MGD w 0.125 MGD VOL V SBR TANK NO. 1 SBR TANK NO. 2 21,000 VOL 114,000 GAL VOL 114,000 GAL GAL 11 w Q z z 0.001 � J MGD w W p UJ w Z cl� � W Z POST >. EQUALIZATION u) PUMP BASIN ¢ j p STATION a Z FILTER BACKWASH AND > W a w DIGESTER SUPERNATANT w z o LLI � a 0 0 DIGESTER " VOL 63,000 GAL w o 3 PERMANENT STANDBY GENERATOR WITH AUTOMATIC TRUCK o m w o W w TRANSFER SWITCH LOADING W W } a o0 o z m Z� z STATION W _ o _ W p H (A ❑ to W o r Q W Q W O J a U 4� co (� U.I o a0 J u- SHEET 3 NO. DATE BY REVISION DESCRIPTION