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Home My WebLink AboutNC0050661_Renewal Application_20181130 �� No, T ` V' ' atgr I� ROY COOPER NORTH CAROLINA (3o'e'nor Environmental Quality MICHAEL S.BEGAN Secretary, LINDA CULPEPPER Interim Director December 07, 2018 Mike Keel, Mayor Town of Macclesfield PO Box 185 Macclesfield, NC 27852 Subject: Permit Renewal Application No. NC0050661 Town of Macclesfield WWTP Edgecombe County Dear Applicant: The Water Quality Permitting Section acknowledges the December 7, 2018 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. 150B-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.gov/permits-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, Wren Thedford Administrative Assistant Water Quality Permitting Section ec: WQPS Laserfiche File w/application DEt)4 North Carolina Department of Environmental Quality I Division of Water Resources 1617 Mail Service Center I Raleigh,North Carolina 27699-1617 919-807-6300 November 30, 2018 NC Department of Environment and Natural Resources Division of Water Quality/NPDES Unit 1617 Mail Service Center Raleigh,NC 27699-1617 Subject: NPDES Permit Renewal Town of Macclesfield NPDES Permit#NC0050661 Edgecombe County Dear Permitting Unit: The Town of Macclesfield is submitting the renewal application for NPDES permit#NC0050661. The current permit has an expiration date of September 30, 2019. The permit application consists of: - Cover letter - One original of Form 2A—NPDES Application for Permit Renewal - Topographic Map - Process Flow Schematic The Town has the following comments regarding the NPDES permit: - Per the permit monitoring requirements,mercury was monitored and reported once during this permit cycle. An effluent mercury sample was collected on June 12,2018 and analyzed using test method 1631E. The result was <1 ng/1. - We are requesting the daily effluent monitoring of temperature be removed from the permit or that the monitoring be reduced. There are no operational aspects that can influence the temperature of the discharge. - We are requesting that upstream/downstream monitoring be removed from the permit. Due to environmental factors other than the wastewater discharge,no correlation can be derived from the monitoring. The plant is already required to maintain a minimum Dissolved Oxygen in the discharge. - The conjunctive reclaimed water utilization system continues to be out of service. FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Town of Macclesfield WWTP, NC0050661 Renewal Tar-Pamlico FORMn 2A NPDES FORM 2A APPLICATION 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 tre t t_WOrRs"fhaf WaiaggRows greater than or equal to 0.1 million gallons per day must complete questions B.1 through B.6 C. Certification. All applicants must complete Part C(Certification). L�E� ® 7 2��$ Wale! !resources SUPPLEMENTAL APPLICATION INFORMATION: permitting Section 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(Sills)or receives RCRA or CERCLA wastes must complete Part F(Industrial User Discharges and RCRA/CERCLA Wastes). Sills 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 C (CERTIFICATION) NPDES FORM 2A Additional Information FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Town of Macclesfield WWTP, NC0050661 Renewal Tar-Pamlico BASIC f PPLtCA ION IN ORMATION PART A< APPUCAT O,N iNimMATION: 3R ALL APPLICANT$; All treatment works must complete questions A.1 through A.8 of this Basic Application Information Packet. A.1. Facility Information. Facility Name Town of Macclesfield WWTP Mailing Address PO Box 185 Macclesfield,NC,27852 Contact Person Tony Porter Title Public Works Director Telephone Number (252)289-5531 Facility Address 771 South Fountain Road (not P.O.Box) Macclesfield,NC 27852 A.2. Applicant Information. If the applicant is different from the above,provide the following: Applicant Name Town of Macclesfield Mailing Address PO Box 185 Macclesfield,NC 27852 Contact Person Mike Keel Title Mayor Telephone Number (252)827-4823 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 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 NC0050661 PSD UIC Other WQ0018857 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 Macclesfield 471 Separate Municipal Total population served 471 NPDES FORM 2A Additional Information FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Town of Macclesfield WWTP, NC0050661 Renewal Tar-Pamlico 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 12th month of"this year"occurring no more than three months prior to this application submittal. a. Design flow rate 0.175 mgd Two Years Ago Last Year This Year b. Annual average daily flow rate 0.06 0.05 0.09 c. Maximum daily flow rate 0.17 0.41 0.36 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 1 ii. Discharges of untreated or partially treated effluent NA iii. Combined sewer overflow points NA iv. Constructed emergency overflows(prior to the headworks) NA v. Other NA 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 ® No If yes,provide the following for each surface impoundment: Location: NA Annual average daily volume discharge to surface impoundment(s) NA mgd Is discharge 0 continuous or 0 intermittent? c. Does the treatment works land-apply treated wastewater? 0 Yes ® No If yes,provide the following for each land application site: Location: Latitude 35.748016° Longitude-77.663907° Number of acres: 2.81 Applicant has a conjunctive use site permitted but not in active use. Annual average daily volume applied to site: Conjunctive use site not used for years mgd Is land application 0 continuous or 0 intermittent? d. Does the treatment works discharge or transport treated or untreated wastewater to another treatment works? 0 Yes ® No NPDES FORM 2A Additional Information FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Town of Macclesfield WWTP, NC0050661 Renewal Tar-Pamlico 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). NA If transport is by a party other than the applicant,provide: Transporter Name NA Mailing Address NA Contact Person NA Title NA Telephone Number (NA) For each treatment works that receives this discharge,provide the following: Name NA Mailing Address NA Contact Person NA Title NA Telephone Number (NA) If known,provide the NPDES permit number of the treatment works that receives this discharge NA Provide the average daily flow rate from the treatment works into the receiving facility. NA 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): 0 Yes ® No If yes,provide the following for each disposal method: Description of method(including location and size of site(s)if applicable): NA Annual daily volume disposed by this method: NA Is disposal through this method ❑ continuous or 0 intermittent? NPDES FORM 2A Additional Information FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Town of Macclesfield WWTP, NC0050661 Renewal Tar-Pamlico 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 01 b. Location Macclesfield 27852 (City or town,if applicable) (Zip Code) Edqecombe NC (County) (State) 35°44'42.3" 77°39'58.6" (Latitude) (Longitude) c. Distance from shore(if applicable) NA ft. d. Depth below surface(if applicable) NA ft. e. Average daily flow rate 0.09 mgd f. Does this outfall have either an intermittent or a periodic discharge? 0 Yes ® No (go to A.9.g.) If yes,provide the following information: Number f times per year discharge occurs: NA Average duration of each discharge: NA Average flow per discharge: NA mgd Months in which discharge occurs: NA g. Is outfall equipped with a diffuser? 0 Yes ® No A.10. Description of Receiving Waters. a. Name of receiving water Briery Branch b. Name of watershed(if known) United States Soil Conservation Service 14-digit watershed code(if known): c. Name of State Management/River Basin(if known): United States Geological Survey 8-digit hydrologic cataloging unit code(if known): d. Critical low flow of receiving stream(if applicable) acute cfs chronic cfs e. Total hardness of receiving stream at critical low flow(if applicable): mg/I of CaCO3 NPDES FORM 2A Additional Information FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Town of Macclesfield WWTP, NC0050661 Renewal Tar-Pamlico A.11. Description of Treatment a. What level of treatment are provided? Check all that apply. ❑ Primary 0 Secondary 0 Advanced 0 Other. Describe: b. Indicate the following removal rates(as applicable): Design BOD5 removal or Design CBOD5 removal 97 % Design SS removal 88 % Design P removal NA Design N removal NA % Other NH3-N 88 ok c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season,please describe: Chlorine If disinfection is by chlorination is dechlorination used for this outfall? D Yes 0 No Does the treatment plant have post aeration? ® Yes 0 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) 8.0 s.u. Flow Rate 0.36 mgd 0.09 mgd 365 Temperature(Winter) 19 °C 12.2 °C 90 Temperature(Summer) 27 °C 24.7 °C 90 *For pH please report a minimum and a maximum daily value MAXIMUM DAILY AVERAGE DAILY DISCHARGE DISCHARGE ANALYTICAL POLLUTANT ----1 METHOD ML/MDL of Conc. Units Conc. Units Number Sampless CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS BIOCHEMICAL OXYGEN BOD5 4.2 mg/L 0.07 mg/L 52 52108-11 2.0 DEMAND(Report one) CBOD5 na na na na na na na FECAL COLIFORM 10 Colonies/100mi 1.14 coionieisi100 52 9222D-06 1 TOTAL SUSPENDED SOLIDS(TSS) 4.3 mgIL 0.13 m9IL 52 2540D-11 2.5 '34"0 e ,'-, 1xq„ ,,s,. END OF PART A. REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS OF FORM 2A YOU MUST COMPLETE NPDES FORM 2A Additional Information FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Town of Macclesfield WWTP, NC0050661 Renewal Tar-Pamlico 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>_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. 3,000 gpd Briefly explain any steps underway or planned to minimize inflow and infiltration. During 2019,the town staff plans to smoke test the collection system to identify inflow sources and make any Needed repairs. 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 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? 0 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.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. na b. Indicate whether the planned improvements or implementation schedule are required by local,State,or Federal agencies. ❑ Yes ❑ No NPDES FORM 2A Additional Information FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Town of Macclesfield WWTP, NC NC0050661 Tar-Pamlico 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? 0 Yes 0 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 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 1 MAXIMUM DAILY AVERAGE DAILY DISCHARGE i DISCHARGE ANALYTICAL POLLUTANT ML/MDL Number of METHOD Conc. Units Conc. 1 Units Samples CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS AMMONIA(as N) 1.45 mg/I 0.17 mg/I 52 350.1 R2-93 0.01 CHLORINE(TOTAL 17.0 ug/I 8.61 ug/I 104 4500CLG-2000 15 RESIDUAL,TRC) DISSOLVED OXYGEN 19.10 mg/I 10.8 mg/I 52 4500-0-C >2.0 TOTAL KJELDAHL 1.25 mg/I 0.93 mg/I 24 351.2 R2-93 0.10 NITROGEN(TKN) NITRATE PLUS NITRITE 46.10 mg/I 19.82 mg/I 24 353.2 R2-93 0.05 NITROGEN OIL and GREASE na na na na na na na PHOSPHORUS(Total) 21.6 mg/I 4.79 mg/I 24 365.4-74 0.3 TOTAL DISSOLVED SOLIDS (TDS) na na na na na na na OTHER TN I 2t5 mg/l 47.0 mg/I 24 Calculated na END OF PART B. REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS OF FORM 2A YOU MUST COMPLETE NPDES FORM 2A Additional Information FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Town of Macclesfield WWTP, NC0050661 Renewal Tar-Pamlico 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 Mike Keel,M. or &'/Vel Signature Telephone number (252)827-4823 Date signed 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 NPDES FORM 2A Additional Information • C Permit NC0050661 1\1 ' 'o'---•- '' ' ....„.....,2),,,,,<",..--, - .7-, -.... • . --,--._", • ,,s.:.--c\--:2 01\ 1----6-.) . , c.-,v `� j��" r` x:��,f � Cern°' 1 `,fi t ^-- -'-'��/ ,.ya�� ,,,.,.' � II v� " --,\c '' '',-\> --,10%."I'Aic r ,. \--,7) / ___ . --',.„, \ ,,..,,..,....1,t.,--ft-jt1 / 25,ici .---..---..:--,\ .„......____ , - j ( --......-,.--. . \ % ( < /2\s . c....'.....-r-l- : ''..2?"-t- -7-- J / Now,„\ f\---, ,,..\-:,---.,.._....,, , .. .--_-://----'-----7 -) A4/ ,c.------/)-if je, ,,‘ , - ‘ci.N. i ) ; ‘1,1 ,, . 'IQ ✓� "-N mow. \ pri e..,, ,) (. ti,--> • 2 ., ZpH V , 11 ,. 4147 . 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M1 _ --- L.,-..:Att - c /,-f w—,.., \.,\) 4 - -.--1,.......--.-2,,,,,..--,„---- I t Itv.41,j:' ' ) , e ..••••"--) j Co r ' S I _,�J . ,, -,, ,i f em 11 A e ` is c----,y---- ,... . ,,,, 7 ,, , ) P ' em. , a te-.,, " N '.� f1 I 1 i. ,__I/24 . ,..,...\,\ :, ..,,,........„ „.......___\3,_ ,‘,. --( . ---\_ j ---",,,,,, 5—, ... . /3\ \-__/----_..)-' \\:- f r tt, er \ \ Lij -.1\., , _\,„ --3 , „In ..._, /-k; \,-,ri,--v), \...., ......„„, / ........„7,5„),„,.......„.„.„ - --------N / '.. .,------,_:--:---,' ,-ir,7,-.,\-\ \\-,-,,„ .7,----_,---\_--,i u , . _ , e if,--‘ i_ \,. —7.. i //—st-v),::',...._ . Town of Macclesfield WWTP Facility ,_',' 'o °. --- Location -� USGS Quad Name:Fountain Lat.:35'44'42.3" Receiving Stream:Briery Branch long.:77'39'58.o" Stream Class:C-NSW NPDES Permit NC6050669 ' Subbasin:Tar-Pamlico 030303 I l'�V o,•lli Edgecombe County Page 7 of 7