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HomeMy WebLinkAboutNC0025879_Renewal Application_20171017Water Resources ENVIRONMENTAL OUALIrY October 17, 2017 Steve Hooper Town of Robbinsville 4 Court St Robbinsville, NC 28771-0129 Subject: Permit Renewal Application No. NCO025879 Robbinsville WWTP Graham County Dear Applicant: ROY COOPER Governer MICHAEL S. REGAN srcmfory S. JAY ZIMMERMAN Dirrrror The Water Quality Permitting Section acknowledges the October 16, 2017 receipt of your permit renewal application and supporting documentation. Your application will be assigned to a permit writer within the Section's NPDES WW permitting branch. Per G.S. 1506-3 your current permit does not expire until permit decision on the application is made. Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit. The permit writer will contact you if additional information is required to complete your permit renewal. Please respond in a timely manner to requests for additional information necessary to allow a complete review of the application and renewal of the permit. Information regarding the status of your renewal application can be found online using the Department of Environmental Quality's Environmental Application Tracker at: https://deq.nc.govlpermits-regulations/permit-guidance/environmental-application-tracker If you have any additional questions about the permit, please contact the primary reviewer of the application using the links available within the Application Tracker. Sincerely, JJ ford � Wren Thed Administrative Assistant Water Quality Permitting Section cc: Central Files w/application(ARO) ec: WQPS Laserfiche File w/application State of North Carolina I Environmental Quality I Water Resources 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 919-807-6300 McGill A S S O C I A T E S October 13, 2017 Charles Weaver, Asheville Region NPDES Unit Supervisor North Carolina Department of Environmental Quality Division of Water Resources 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Dear Mr. Weaver: RECEIVEMCDEWWR RE: Town of Robbinsville Permit Renewal Application NPDES Permit No. NCO025879 Graham County, North Carolina OCT 16 2017 Water Quality Permitting Section On behalf of the Town of Robbinsville, please find enclosed the NPDES Form 2A application, site map, and process flow schematic for the above referenced discharge permit. Please feel free to contact us if you have any questions or need any additional information. Sincerely, McGILL ASSOCIATES, P.A. KYLE SEAMAN, PE Project Engineer kyle.seaman@mcgillengineers.com Enclosure cc: Steve Hooper — Mayor, Town of Robbinsville Ben Cathey, PE, McGill Associates I \PrQlects\2017\17 00359\Misc\NC0025879 NPDES Renewal\cwl3oct2017 docx 55 Broad Strcet P O Box 2259 ph 828 252 0575 Asheville, North Carolina 28801 Asheville, North Carolina 28802 f 828 2522518 www mcgillengmeers corn FACILITY NAME AND PERMIT NUMBER. PERMIT ACTION REQUESTED RIVER BASIN• Robbinsvllle WWTP, NCO025879 Renewal Little Tennessee FORM 2A NPDES FORM 2A APPLICATI • N OVERVIEW NPDES APPLICATION OVERVIEW Form 2A has been developed in a modular format and consists of a "Basic Application Information" packet and a "Supplemental Application Information" packet. The Basic Application Information packet is divided into two parts. All applicants must complete Parts A and C. Applicants with a design flow greater than or equal to 0.1 mgd must also complete Part B. Some applicants must also complete the Supplemental Application Information packet. The following items explain which parts of Form 2A you must complete. BASIC APPLICATION INFORMATION: A. Basic Application Information for all Applicants. All applicants must complete questions A 1 through A 8 A treatment works that discharges effluent to surface waters of the United States must also answer questions A 9 through A 12 B. Additional Application Information for Applicants with a Design Flow ;-> 0 1 mgd. All treatment works that have design flows greater than or equal to 01 million gallons per day must complete questions B 1 through B 6 C. Certification. All applicants must complete Part C (Certification) SUPPLEMENTAL APPLICATION INFORMATION. D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters of the United States and meets one or more of the following criteria must complete Part D (Expanded Effluent Testing Data) 1 Has a design flow rate greater than or equal to 1 mgd, 2 Is required to have a pretreatment program (or has one in place), or 3 Is otherwise required by the permitting authority to provide the information E. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E (Toxicity Testing Data) 1 Has a design flow rate greater than or equal to 1 mgd, 2 Is required to have a pretreatment program (or has one in place), or 3 Is otherwise required by the permitting authority to submit results of toxicity testing F. Industrial User Discharges and RCRA/CERCLA Wastes. A treatment works that accepts process wastewater from any significant industrial users (SIUs) or receives RCRA or CERCLA wastes must complete Part F (Industrial User Discharges and RCRA/CERCLA Wastes) SIUs are defined as 1 All industrial users subject to Categorical Pretreatment Standards under 40 Code of Federal Regulations (CFR) 403 6 and 40 CFR Chapter I, Subchapter N (see instructions), and 2 Any other industrial user that a Discharges an average of 25,000 gallons per day or more of process wastewater to the treatment works (with certain exclusions), or b Contributes a process wastestream that makes up 5 percent or more of the average dry weather hydraulic or organic capacity of the treatment plant, or c Is designated as an SIU by the control authority G. Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G (Combined Sewer Systems) ALL APPLICANTS MUST COMPLETE PART t (CERTIFICATION) EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22 Page 1 of 9 FACILITY NAME AND PERMIT NUMBER PERMIT ACTION REQUESTED RIVER BASIN Robbinsvllle WWTP, NCO025879 Renewal Little Tennessee BASIC APPLICATION INFORMATION PART A. BASIC APPLICATION INFORMATION FOR ALL APPLICANTS: All treatment works must complete questions A.1 through A 8 of this Basic Application Information Packet A.1 Facility Information Facility Name Robbinsville WWTP Mailing Address Post Office Box 126 Robbinsville North Carolina 28771 Contact Person Steve Hooper Title Mayor Telephone Number (828) 479-3250 Facility Address 197 Sandhole Road (not P O Box) Robbinsville North Carolina 28771 A 2 Applicant Information If the applicant is different from the above, provide the following Applicant Name Mailing Address Contact Person Title Telephone Number ( ) Is the applicant the owner or operator (or both) of the treatment works? ® owner ❑ operator Indicate whether correspondence regarding this permit should be directed to the facility or the applicant ® facility ❑ applicant A3 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 NCO025879 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 Robbinswlle 2,000 Separate Municipal Total population served 2.000 EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22 Page 2 of 9 FACILITY NAME AND PERMIT NUMBER PERMIT ACTION REQUESTED: RIVER BASIN Robbinsvllle WWTP, NCO025879 Renewal Little Tennessee A.5 Indian Country. a Is the treatment works located in Indian Country? ❑ Yes N 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 N No A6 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 12th month of "this year" occurring no more than three months prior to this application submittal a Design flow rate 0 63 mgd Two Years Apo Last Year This Year b Annual average daily flow rate 0 230 0 245 0 193 c Maximum daily flow rate 1.121 1 513 1 265 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 N 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 ? N 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 n Discharges of untreated or partially treated effluent ui 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 d Location Number of acres Annual average daily volume applied to site Is land application ❑ continuous or ❑ intermittent? Does the treatment works discharge or transport treated or untreated wastewater to another treatment works? N No ❑ Yes mgd mgd N No ❑ Yes N No EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22 Page 3 of 9 FACILITY NAME AND PERMIT NUMBER PERMIT ACTION REQUESTED RIVER BASIN' Robbinsville WWTP, NCO025879 Renewal Little Tennessee 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 ( 1 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 infection) ❑ 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 9 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED RIVER BASIN' Robbinsvllle WWTP, NCO025879 Renewal Little Tennessee 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 b Location Town of Robbinsville 28771 (City or town, if applicable) (Zip Code) Graham North Carolina (County) (State) 35° 19'55" N 83° 48' 34" W (Latitude) (Longitude) c Distance from shore (if applicable) N/A ft d Depth below surface (If applicable) N/A ft e Average daily flow rate 0 222 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 Cheoah River b Name of watershed (If known) Lower Little Tennessee United States Soil Conservation Service 14 -digit watershed code (if known) c Name of State Management/River Basin (if known) Little Tennessee United States Geological Survey 8 -digit hydrologic cataloging unit code (if known) USGS 06010204 d Critical low flow of receiving stream (if applicable) acute N/A cfs chronic N/A cfs e Total hardness of receiving stream at critical low flow (if applicable) N/A mg/I of CaCO3 EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22 Page 5 of 9 FACILITY NAME AND PERMIT NUMBER- PERMIT ACTION REQUESTED RIVER BASIN Robbinsvllle WWTP, NCO025879 Renewal Little Tennessee 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 85 % Design SS removal 85 % Design P removal N/A % Design N removal N/A % Other % c What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe Ultra Violet 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) 6.2 s u pH (Maximum) 76 s u-== =K= - Flow Rate 1.513 MGD 0.222 MGD Dail Temperature (Winter) 17.1 °C 12.9 °C Weekly Temperature (Summer) 28.4 °C 23.9 °C Weekly ' For pH please report a minimum and a maximum daily value MAXIMUM DAILY AVERAGE DAILY DISCHARGE POLLUTANT DISCHARGE ANALYTICAL MLIMDL Number of METHOD Conc Units Conc. Units Samples CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS BIOCHEMICAL OXYGEN BOD5 11.6 mg/1 2.1 M911 3 X Week SM5210 2 DEMAND (Report one) CBOD5 FECAL COLIFORM 740 #100m1 1.2 #100m1 3 X Week SM 9222D 1 TOTAL SUSPENDED SOLIDS (TSS) 25.5 M9/1 3.1 1 mg/1 1 3 X Week SM 2540D 2.5 ,END OF PART A. REFER TO THE APPLICATION OVERVIEW (PAGE 11) TO, DETERMINE WHICH OTHER PARTS OF FORM 2A YOU MUST' COMPLETE EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 $ 7550-22 Page 6 of 9 FACILITY NAME AND PERMIT NUMBER PERMIT ACTION REQUESTED RIVER BASIN Robbinsvllle WWTP, NCO025879 Renewal Little Tennessee BASIC APPLICATION INFORMATION PART B. ADDITIONAL APPLICATION INFORMATION FOR APPLICANTS WITH A DESIGN FLOW GREATER THAN OR EQUAL TO 0.1 MGD (100,000 gallons per day). All applicants with a design flow rate Z 0.1 mgd must answer questions B 1 through B 6 All others go to Part C (Certification) B 1 Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration 14,000 gpd Briefly explain any steps underway or planned to minimize inflow and infiltration The Town of Robbinsvllle has completed numerous sewer rehabilitation projects and has maintenance programs aimed at reducing Infiltration and Inflow (1/1) In addition, the Town has an ongoing program to smoke test the sewer collection system and repair sources of 1/1 as they are discovered 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 or redunancy in the system Also provide a water balance showing all treatment units, including disinfection (e g , chlorination and dechlonnation) 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 ( 1 Responsibilities of Contractor B 5 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 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 9 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Robbinsville WWTP, NCO025879 Renewal Little Tennessee c If the answer to B 5 b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable) 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 - End Construction - Begin Discharge -Attain Operational Level e Have appropriate permits/clearances concerning other Federal/State requirements been obtained? ❑ Yes ❑ No Describe briefly 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 QA1QC requirements of 40 CFR Part 136 and other appropriate QA1QC 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 ML/MDLConc. Number of METHOD Units Conc. Units Samples CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS AMMONIA (as N) 0.6 mg/I 01 mgll Weekly SM4500NH3-F 0.1 CHLORINE (TOTAL RESIDUAL, TRC) DISSOLVED OXYGEN TOTAL KJELDAHL NITROGEN (TKN) NITRATE PLUS NITRITE NITROGEN OIL and GREASE PHOSPHORUS (Total) 6.17 mgll 225 mg/I Monthly EPA 365.1 0.050 TOTAL DISSOLVED SOLIDS (TDS) OTHER Nitrogen (Total) 27.26 mgll 530 mg/I Monthly EPA 351.2 & EPA 353.2 012 0 '_F PART. REFER TO TIME APPLICATION OV _ _ ( ASE 1) TO PETERMINE, WHICH OTHER PARTS r r - RM 2AYOU MUST COMPLETE EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22 Page 8 of 9 FACILITY NAME AND PERMIT NUMBER PERMIT ACTION REQUESTED RIVER BASIN Robbinsvllle WWTP, NCO025879 Renewal Little Tennessee 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 APPLICANTS 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 Steve Hooper - Mayor i Signature Telephone number (828) 479-3250 Date signed l 0 ` ( �-- - 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 9 1000 0 500 1000 2000 GRAPHIC SCALE 1 INCH = 1000 FEET 1/1 / - A I - / / A I DISCHARGE 001 LAT. 35° 19' 55" N LONG. 83° 48' 34" W 3 v o/V�' PA a 3 3 0 B �a e 1:2200 i 13 0 � ROBBINSVILLE 711 - � NC0025879 SLUDGE STORAGE AREA \j ver SLUDGE DEWATERING AND LIME STABILIZATION AREA ��--2000-� �0 F r �A qss 0 McGiffROBBINSVILLE RMITRENP DESIGNED ,KI SHEET 2017 NPDES PERMIT RENEWAL DESIGNED BY. KMS CADD BY. KMS A S S o C i A T E s TOWN OF ROBBINSVILLE CONSTDESIGREVIEW _ TOPOGRAPHIC MAP CONST REVIEW-._ ENGINEERING•PLANNING-FINANCE FILENAME: 55BRO.,OT .15f1EVILLE, YCEBR01 -I� BIA5J5 FlRMLICFI:UlcC % GRAHAM COUNTY, NORTH CAROLINA D""""9, d9 ST 0.63 MGD MECHANICAL I SCREEN VW INFLUENT MANUAL BYPASS PUMP SCREEN STAITON TOWN OF ROBBINSVILLE WASTEWATER TREATMENT PLANT (NC0025879) FLOW SCHEMATIC 0 315 MGD 0 315 MGD O U U 0O 30 S a z y ANOXIC POST -ANOXIC ? N LL� m z He <Zas BASIN 1 AERATION BASIN 1 BASIN 1 CLARIFIER 1 e O Z<Z ¢m Qm W IS u ANOXIC POST pry ? —'° w ww AERATION BASIN2 -ANOXIC CLARIFIER2 LL m a i a BASIN 2 BASIN 2 AERATED SLUDGE LXXW SLEDGE AT 2E 90LD5 HOIDEW BASIN BELT711.m. FEED PMP ENE SLO 0.315 MOD D63 MGD FILTER 1 W DISINFECTION FILTER 2 MGD CLASS A EMIL � 70 BE FLOW MEASUREMENT FLUME 0 63 MGD CHEOAH I RIVER McGM*ROBBINSV017 WASTEWATER TREATMENT PLANT K SHEET 2017 NPDES PERMIT RENEWAL DESIGNED BY KMS CADD BY: KMS TOWN OF ROBBINSVILLE CDESIGNONST. REVIEW_ PROCESS FLOW SCHEMATIC fi S S C) C I i T E S CONST. REVIEW._ ENGINEERING. PLAN N ING-FINANCE FILENAME: 6ao gs,RtCf .+)RE, ENC R. d� t=B,1 F1RM F Sk cAri GRAHAM COUNTY, NORTH CAROLINA Drawingl Cwg