Loading...
HomeMy WebLinkAboutNC0020656_Renewal Application_20190205 ROY COOPER t,ft ,'� Grwerrwr MIICHAEL S.R€GAN '. ,,. SCCretar y a w ''van.,.- • LINDA CULPEPPER NORTH CAROLINA Direaos Environmental Qualify February 05, 2019 Charles Nichols, III, City Manager City of Laurinburg PO Box 249 Laurinburg, NC 28353 Subject: Permit Renewal Application No. NC0020656 Leith Creek WWTP Scotland County Dear Applicant: The Water Quality Permitting Section acknowledges the February 5, 2019 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: hops:/,/dea,ncg vicaermits-regolatitor 5Apermit-t-guitanneienui anmertili turalic ion-ttradioN 1 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, •-._...../tratli- 1444"31/4, NCI Wren Thedford Administrative Assistant Water Quality Permitting Section ec: WQPS Laserfiche File w/application ? Pt1irtt an:_ Depe rtrr rt of=r ti•:,•m '4.1.�-r I I!vs�r:i'\,'ata f es�rases frJ�— Fs fineag xa .'tiffs I r er?rts St�zt.S:to?10 ! Fa- 14oKt :sr= •a 2E 1 ...............Ns9 �1:-432,-33a� ludo,aq 2llateh and 2llaAtewateA U Jeatnient Plant LAURINBtRG P.O.Box 249 Laurinburg, NC 28353 witit terno/;,.•�`•�„ OOPppig lea d 910-277-0214 � ,l KECE11ED1DENWDWk January 31, 2019 F EB 0 5 2019 Water Rssources NC DEQ/DWR tti • Section Porrni Attn: NPDES Unit 1617 Mail Service Center Raleigh,NC 27699-1617 Subject: NPDES Permit Renewal City of Laurinburg Leith Creek WWTP NPDES Permit#NC0020656 o land County t Dear Permitting Unit: The City of Laurinburg is submitting the renewal application package for NPDES permit NC0020656. The expiration date of the permit is August 31, 2019. The permit application package consists of: - Cover letter - One original of Form 2A—NPDES Application for Permit Renewal - Supplemental Application Information—Parts D & E - Topographic Map - Process Flow Schematic - Effluent Pollutant Scan results "d 2 Species Toxicity results - Mercury Minimization Efforts Report - One copy of Permit Renewal Package The Town has the following comments regarding the NPDES permit: - 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 request that conductivity monitoring be removed from the permit. Conductivity results have been consistently within the range expected for domestic wastewater. The yearly average effluent conductivity the last years has been approximately 340. We feel that the • effluent TSS, NH3, and BOD5 results are sufficient to judge good wastewater treatment plant efficiency. - The current permit requires monitoring for Dissolved Oxygen, Fecal Coliform, Temperature, and Conductivity at one upstream location and two downstream locations. The second downstream location(D2)is the discharge from a large pond. We do not think that any data collected from these sites would reflect on WWTP operations. The receiving stream, Big Shoe Heel Creek, runs through an area that is strongly industrial and agricultural. In addition, several major highways cross the creek. The creek is subject to industrial, urban and agricultural influences as well as salt brine from road deicing. We request that upstream/downstream monitoring be removed from the permit per 15A NCAC 02B .0508 (b) (1)Modification of Test(s) or Measurement(s)Requirements. - The WWTP has passed all of the Chronic Toxicity tests. We request that copper and zinc be removed as a monitoring requirement based upon these "Pass" results and the consistently low results for these parameters. - We are requesting reduced monitoring as an"exceptionally performing facility"for BOD5, Ammonia Nitrogen, Fecal Coliform and Total Suspended Solids (TSS). A review and analysis of testing results for the past three years: Percent of Monthly Average Limit Parameter Most Restrictive 3-Year Average % of Limit Monthly Limit BOD5 20.0 mg/L 0.8 mg/L 4% TSS 30.0 mg/L 1.2 mg/L 4% Ammonia N 5.0 mg/L 0.4 mg/1 8% Fecal Coliform 200/100 ml 86/100 ml 43% Number of Samples Over 200% of Monthly Average Limit Parameter 200% of Monthly Limit Number of Samples Over BOD5 40 mg/L 0 TSS 60 mg/L 1 Ammonia N 10 mg/L 0 Number of Samples Over 200% of Weekly Average Limit Parameter 200% of Weekly Limit Number of Samples Over Fecal Coliform 800/100 ml 0 In addition to the exceptional test results, the Leith Creek WWTP is in compliance with all other criteria listed in Section B Approval Criteria of the October 22, 2012 guidance document regarding reduction of monitoring frequencies. We thank you for your consideration in these matters. If you have any additional questions or comments,please call Robert Ellis, Treatment Plants Director at 910/277-0214. 7y, Charles D. Nichols III, City Manager City of Laurinburg FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Leith Creek WWTP, NC0020656 Renewal Lumber FORM • 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 treatment works that have design flows greater than or equal to 0.1 million gallons per day must complete questions B.1 through B.6. Part C(Certification). C. Certification. All applicants must complete ( ) 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(SlUs)or receives RCRA or CERCLA wastes must complete Part F(Industrial User Discharges and RCRA/CERCLA Wastes). SlUs 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) EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 1 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Leith Creek WWTP, NC0020656 Renewal Lumber 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 Leith Creek WWTP Mailing Address PO Box 249 Laurinburq,NC 28353 Contact Person Robert Ellis Title Treatment Plants Director Telephone Number (91Q)277-0214 Facility Address 820 Hall Street (not P.O.Box) Laurinbura.NC 28353 A.2. Applicant Information. If the applicant is different from the above,provide the following: Applicant Name City of Laurinburg Mailing Address PO Box 249 Laurinbura,NC 28353 Contact Person Charles D.Nichols III Title City Manager Telephone Number (910)276-8324 Is the applicant the owner or operator(or both)of the treatment works? ® owner 0 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 NC0020858 PSD UIC Other WQ002526 RCRA Other WQCS00062 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 Laurinburq 15,156 Separate Municipal Total population served 15,156 EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 2 of 22 • FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Leith Creek WWTP, NC0020656 Renewal Lumber 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 4.0 mgd Two Years Ago Last Year This Year b. Annual average daily flow rate 2.53 2.20 2.81 c. Maximum daily flow rate 7.10 4.90 7.10 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 O Combined storm and sanitary sewer 0 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.? 0 Yes ® No If yes,provide the following for each surface impoundment: Location: 2. Annual average daily volume discharge to surface impoundment(s) mgd Is discharge 0 continuous or ❑ intermittent? c. Does the treatment works land-apply treated wastewater? 0 Yes ® No If yes,provide the following for each land application site: Location: Number of acres: Annual average daily volume applied to site: mgd Is land application 0 continuous or ❑ intermittent? d. Does the treatment works discharge or transport treated or untreated wastewater to another treatment works? 0 Yes ® No EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 3 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Leith Creek WWTP, NC0020656 Renewal Lumber If yes,describe the mean(s)by which the wastewater from the treatment works is discharged or transported to the other treatment works (e.g.,tank truck,pipe). If transport is by a party other than the applicant,provide: Transporter Name Mailing Address Contact Person Title Telephone Number ( For each treatment works that receives this discharge,provide the following: Name Mailing Address Contact Person Title Telephone Number ( )_ If known,provide the NPDES permit number of the treatment works that receives this discharge Provide the average daily flow rate from the treatment works into the receiving facility. mgd e. Does the treatment works discharge or dispose of its wastewater in a manner not included in A.8.through A.8.d above(e.g.,underground percolation,well injection): ❑ Yes ® No If yes,provide the following for each disposal method: Description of method(including location and size of site(s)if applicable): Annual daily volume disposed by this method: Is disposal through this method ❑ continuous or 0 intermittent? EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 4 of 22 • FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Leith Creek WWTP, NC0020656 Renewal Lumber WASTEWATER DISCHARGES: If you answered"Yes"to question A.8.a,complete questions A.9 through A.12 once for each outfall(including bypass points)through which effluent is discharged. Do not include information on combined sewer overflows in this section. If you answered"No"to question A.8.a,go to Part B,"Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd." A.9. Description of Outfall. a. Outfall number 001 b. Location Laurinburu 28353 (City or town,if applicable) (Zip Code) end NC (County) (State) 34°45'2,9" 79°23'12.3" (Latitude) (Longitude) c. Distance from shore(if applicable) NA ft. d. Depth below surface(if applicable) NA ft. e. Average daily flow rate 2.81 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: 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? ❑ Yes ® No A.10. Description of Receiving Waters. a. Name of receiving water glo Shoe Heel Creek b. Name of watershed(if known) Lumber River 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 EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 5 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Leith Creek WWTP, NC0020656 Renewal Lumber A.11. Description of Treatment a. What level of treatment are provided? Check all that apply. ❑ Primary El Secondary ❑ Advanced 0 Other. Describe: b. Indicate the following removal rates(as applicable): Design BOD5 removal or Design CBOD5 removal 90 % Design SS removal 90 % Design P removal 80 % Design N removal 75 ok Other % c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season,please describe: Chlorination If disinfection is by chlorination is dechlorination used for this outfall? ® Yes ❑ No Does the treatment plant have post aeration? ❑ Yes D No A.12. Effluent Testing Information. All Applicants that discharge to waters of the US mu st 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: uu I MAXIMUM DAILY VALUE AVERAGE DAILY VALUE PARAMETER Value Units Value Units Number of Samples pH(Minimum) 6.5 s.u. pH(Maximum) 7.4 s.u. f//�///�/////// /////, Flow Rate 7.1 MGD 2.81 MGD 365 Temperature(Winter) 22.0 °C 15.3 °C 60 Temperature(Summer) 26.0 °C 25.6 °C 60 For pH please report a minimum and a maximum daily value MAXIMUM DAILY AVERAGE DAILY DISCHARGE DISCHARGE ANALYTICAL POLLUTANT METHOD ML/MDL Conc. Units Conc. Units Number of Samples CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS BIOCHEMICAL OXYGEN BOD5 9.4 mg/L 1.0 mg/L 255 SM 5210 B 2.0 DEMAND(Report one) CBOD5 NA NA NA NA NA NA NA FECAL COLIFORM 798 Colonies/too ml 130 Colonles/100 ml 255 SM9222D-2006MF 1 TOTAL SUSPENDED SOLIDS(TSS)_ 20.3 mg/L 0.3 mg/L 255 SM 2540D 2.5 END OF PART A. REFER TO THE APPLICATION OVERVIEW (PAGE 1) 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 i,of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Leith Creek WWTP, NC0020656 Renewal Lumber 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. 23.000 gpd Briefly explain any steps underway or planned to minimize inflow and infiltration. , As inflow/infiltration points are identified,they are repaired. 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 IA 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 EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 7 of 22 • 1 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Leith Creek WWTP, NC0020656 Renewal Lumber 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 MAXIMUM DAILY AVERAGE DAILY DISCHARGE DISCHARGE ANALYTICAL POLLUTANT METHOD ML/MDL Conc. Units Conc. Units Number of Samples CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS AMMONIA(as N) 4.30 mglL 0.80 mg/L 255 SM4500-NH3C 0.1 CHLORINE(TOTAL 49.0 ug/L 15.9 ug/L 255 Hach 100 N URL 10 ug/L RESIDUAL,TRC) DISSOLVED OXYGEN 9.3 mg/L 8.3 mg/L 255 SM4500 0 G 0.1 TOTAL KJELDAHL 3.64 mg/L 1.3 mg/L 7 SM4500-Norg 0.20 NITROGEN(TKN) NITRATE PLUS NITRITE 12.0 mg/L 5.1 mg/L 7 EPA 300.0 0.10 NITROGEN OIL and GREASE ND mg/L ND mg/L 3 EPA 1664A 5 PHOSPHORUS(Total) 5.8 mg/L 2.0 mg/L 12 EPA 200.7 0.020 TOTAL DISSOLVED SOLIDS 253 mg/L 193 mg/L 3 SM 2540C 10.0 (TDS) OTHER Total Nitrogen 14.2 mg/L 6.2 mg/L 12 Calculated NA END OF PART B. REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS OF FORM 2A YOU MUST COMPLETE i EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 8 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Leith Creek WWTP, NC0020656 Renewal Lumber 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: lEl Basic Application Information packet Supplemental Application Information packet: El Part D(Expanded Effluent Testing Data) El 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 Charles p ' ols III 't anaoer Signature / Telephone number (910)276-8324 Date signed I' / 3o/' 1q Upon request of the permitting authority,you must submit any other information necessary to assure wastewater treatment practices at the treatment works or identify appropriate permitting requirements. SEND COMPLETED FORMS TO: NCDENR/ DWQ Attn: NPDES Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 9 of 22 1 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Leith Creek WWTP, NC0020656 Renewal Lumber SUPPLEMENTAL APPLICATION INFORMATION PART D. EXPANDED EFFLUENT TESTING DATA Refer to the directions on the cover page to determine whether this section applies to the treatment works. Effluent Testing: 1.0 mgd and Pretreatment Works. If the treatment works has a design flow greater than or equal to 1.0 mgd or it has(or is required to have)a pretreatment program,or is otherwise required by the permitting authority to provide the data,then provide effluent testing data for the following pollutants. Provide the indicated effluent testing information and any other information 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 analyses conducted using 40 CFR Part 136 methods. In addition,these 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. Indicate in the blank rows provided below any data you may have on pollutants not specifically listed in this form. At a minimum,effluent testing data must be based on at least three pollutant scans and must be no more than four and one-half years old. Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.) MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE POLLUTANT Number ANALYTICAL ML/MDL Conc. Units Mass Units Conc. Units Mass Units of METHOD Samples METALS(TOTAL RECOVERABLE),CYANIDE,PHENOLS,AND HARDNESS. ANTIMONY ND mg/L ND mg/L 3 EPA 200.7 0.025 ARSENIC ND mg/L ND mg/L 3 EPA 200.7 0.010 BERYLLIUM ND mg/L ND mg/L 3 EPA 200.7 0.005 CADMIUM ND mg/L ND mg/L 3 EPA 200.7 0.002 CHROMIUM ND mg/L ND mg/L 3 EPA 200.7 0.005 COPPER ND mg/L ND mg/L 3 EPA 200.7 0.002 LEAD ND mg/L ND mg/L 3 EPA 200.7 0.010 MERCURY ND ng/L ND ng/L 3 EPA 631 E 0.500 NICKEL ND mg/L ND mg/L 3 EPA 200.7 0.010 SELENIUM ND mg/L ND mg/L 3 EPA 200.7 0.010 SILVER ND mg/L ND mg/L 3 EPA 200.7 0.005 THALLIUM ND mg/L ND mg/L 3 EPA 200.7 0.020 ZINC 0.125 mg/L 0.06 mg/L 3 EPA 200.7 0.010 CYANIDE ND mg/L ND mg/L 3 EPA 335.4 0.005 TOTAL PHENOLIC ND mg/L ND mg/L 3 EPA 420.1 0.010 COMPOUNDS HARDNESS(as CaCO3) ND mg/L ND mg/L 3 SM 2340C 1 Use this space(or a separate sheet)to provide information on other metals requested by the permit writer EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 10 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Leith Creek WWTP, NC0020656 Renewal Lumber Outfall number: QQI (Complete once for each outfall discharging effluent to waters of the United States.) MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE POLLUTANT Number ANALYTICAL ML/MDL Conc. Units Mass Units Conc. Units Mass Units of METHOD Samples VOLATILE ORGANIC COMPOUNDS ACROLEIN ND ug/L ND ug/L 3 EPA 624 50.0 ACRYLONITRILE ND ug/L ND ug/L 3 EPA 624 10.0 BENZENE ND ug/L ND uglL 3 EPA 624 1.00 BROMOFORM ND uglL ND ug/L 3 EPA 624 1.00 CARBON ND ug/L ND ug/L 3 EPA 624 1.00 TETRACHLORIDE CHLOROBENZENE ND uglL ND uglL 3 EPA 624 1.00 CHLORODIBROMO- ND ug/L ND ug/L 3 EPA 624 1.00 METHANE CHLOROETHANE ND ug/L ND ug/L 3 EPA 624 5.00 2-CHLOROETHYLVINYL ND ug/L ND uglL 3 EPA 624 5.00 ETHER CHLOROFORM ND uglL ND ug/L 3 EPA 624 1.00 DICHLOROBROMO- ND ug/L ND ug/L 3 EPA 624 1.00 METHANE 1,1-DICHLOROETHANE ND ug/L ND uglL 3 EPA 624 1.00 1,2-DICHLOROETHANE ND ug/L ND ug/L 3 EPA 624 1.00 TRANS-I,2-DICHLORO- ND ug/L ND ug/L 3 EPA 624 1.00 ETHYLENE 1,1-DICHLORO- ND ug/L ND ug/L 3 EPA 624 1.00 ETHYLENE 1,2-DICHLOROPROPANE ND ug/L ND uglL 3 EPA 624 1.00 1,3-DICHLORO- ND ug/L ND ug!L 3 EPA 624 1.00 PROPYLENE ETHYLBENZENE ND ug/L ND ug/L 3 EPA 624 1.00 METHYL BROMIDE ND ug/L ND uglL 3 EPA 624 1.00 METHYL CHLORIDE ND ug/L ND ug/L 3 EPA 624 1.00 METHYLENE CHLORIDE ND ug/L ND uglL 3 EPA 624 1.00 1,1,2,2-TETRA- ND ug/L ND uglL 3 EPA 624 1.00 CHLOROETHANE TETRACHLORO- ND ug/L ND ug/L 3 EPA 624 1.00 ETHYLENE TOLUENE ND ug/L ND ug/L 3 EPA 624 1.00 EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 11 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Leith Creek WWTP, NC0020656 Renewal Lumber Ouffall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.) MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE POLLUTANT Number ANALYTICAL ML/MDL Conc. Units Mass Units Conc. Units Mass Units of METHOD Samples 1,1,1 ND ug/L ND ug/L 3 EPA 624 1.00 TRICHLOROETHANE 1,1,2 ND ug/L ND ug/L 3 EPA 624 1.00 TRICHLOROETHANE TRICHLOROETHYLENE ND ug/L ND ug/L 3 EPA 624 5.00 VINYL CHLORIDE ND ug/L ND ug/L 3 EPA 624 5.00 Use this space(or a separate sheet)to provide information on other volatile organic compounds requested by the permit writer ACID-EXTRACTABLE COMPOUNDS P-CHLORO-M-CRESOL ND ug/L ND ug/L 3 EPA 625 10 2-CHLOROPHENOL ND ug/L ND ug/L 3 EPA 625 10 2,4-DICHLOROPHENOL ND ug/L ND ug/L 3 EPA 625 10 ' 2,4-DIMETHYLPHENOL ND ug/L ND ug/L 3 EPA 625 10 4,6-DINITRO-O-CRESOL ND ug/L ND ug/L 3 EPA 625 50 2,4-DINITROPHENOL ND ug/L ND ug/L 3 EPA 625 50 2-NITROPHENOL ND ug/L ND ug/L 3 EPA 625 10 4-NITROPHENOL ND ug/L ND ug/L 3 EPA 625 50 PENTACHLOROPHENOL ND ug/L ND ug/L 3 EPA 625 50 PHENOL ND ug/L ND ug/L 3 EPA 625 10 2,4,6- ND ug/L ND ug/L 3 EPA 625 10 TRICHLOROPHENOL Use this space(or a separate sheet)to provide information on other acid-extractable compounds requested by the permit writer BASE-NEUTRAL COMPOUNDS ACENAPHTHENE ND ug/L ND ug/L 3 EPA 625 10 ACENAPHTHYLENE ND ug/L ND ug/L 3 EPA 625 10 ANTHRACENE ND ug/L ND ug/L 3 EPA 625 10 BENZIDINE ND ug/L ND ug/L 3 EPA 625 50 BENZO(A)ANTHRACENE ND ug/L ND ug/L 3 EPA 625 10 BENZO(A)PYRENE ND ug/L ND ug/L 3 EPA 625 10 EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 12 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Leith Creek WWTP, NC0020656 Renewal Lumber Outfall number: Qom. (Complete once for each outfall discharging effluent to waters of the United States.) MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE POLLUTANT Number ANALYTICAL ML/MDL Conc. Units Mass Units Conc. Units Mass Units of METHOD Samples 3,4 BENZO- ND ug/L ND ug/L 3 EPA 625 10 FLUORANTHENE BENZO(GHI)PERYLENE ND ug/L ND ug/L 3 EPA 625 10 BENZO(K) ND ug/L ND ug/L 3 EPA 625 10 FLUORANTHENE BIS(2-CHLOROETHOXY)METHANE ND ug/L ND ug/L 3 EPA 625 10 BIS(2-CHLOROETHYL)- ND ug/L ND ug/L 3 EPA 625 10 ETHER BIS(2-CHLOROISO- ND ug/L ND ug/L 3 EPA 625 10 PROPYL)ETHER BIS(2-ETHYLHEXYL) ND ug/L ND uglL 3 EPA 625 10 PHTHALATE 4-BROMOPHENYL ND ug/L ND ug/L 3 EPA 625 10 PHENYL ETHER BUTYL BENZYL ND ug/L ND ug/L 3 EPA 625 10 PHTHALATE 2-CHLORO- ND ug/L ND ug/L 3 EPA 625 10 NAPHTHALENE 4-CHLORPHENYL ND ug/L ND ug/L 3 EPA 625 10 PHENYL ETHER CHRYSENE ND ug/L ND ug/L 3 EPA 625 10 DI-N-BUTYL PHTHALATE ND ug/L ND ug/L 3 EPA 625 10 DI-N-OCTYL PHTHALATE ND ug/L ND ug/L 3 EPA 625 10 DIBENZO(A,H) ND ug/L ND ug/L 3 EPA 625 10 ANTHRACENE 1,2-DICHLOROBENZENE ND uglL ND ug/L 3 EPA 625 10 1,3-DICHLOROBENZENE ND ug/L ND ug/L 3 EPA 625 10 1,4-DICHLOROBENZENE ND ug/L ND uglL 3 EPA625 10 3,3-DICHLORO- ND ug/L ND ug/L 3 EPA 625 50 BENZIDINE DIETHYL PHTHALATE ND ug/L ND ug/L 3 EPA 625 10 DIMETHYL PHTHALATE NO ug/L ND ug/L 3 EPA 825 10 2,4-DINITROTOLUENE ND ug/L ND ug/L 3 EPA 625 10 2,6-DINITROTOLUENE ND ug/L ND ug/L 3 EPA 625 10 1,2-DIP NYL- ND ug/L ND ug/L 3 EPA 625 10 HYDRAZINE EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 13 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Leith Creek WWTP, NC0020656 Renewal Renewal Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.) MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE POLLUTANT Number ANALYTICAL ML/MDL Conc. Units Mass Units Conc. Units Mass Units of METHOD Samples FLUORANTHENE ND ug/L ND ug/L 3 EPA 625 10 FLUORENE ND uglL ND ug/L 3 EPA 625 10 HEXACHLOROBENZENE ND ug/L ND ug/L 3 EPA 625 10 HEXACHLORO- ND ug/L ND ug/L 3 EPA 625 10 BUTADIENE HEXACHLOROCYCLO- ND ug/L ND ug/L 3 EPA 625 50 PENTADIENE HEXACHLOROETHANE ND uglL ND ug/L 3 EPA 625 10 INDENO(1,2,3-CD) ND ug/L ND ug/L 3 EPA 625 10 PYRENE ISOPHORONE ND ug/L ND ug/L 3 EPA 625 10 NAPHTHALENE ND ug/L ND ug/L 3 EPA 625 10 NITROBENZENE ND ug/L ND ug/L 3 EPA 625 10 N-NITROSODI-N- ND ug/L ND ug/L 3 EPA 625 10 ' PROPYLAMINE N-NITROSODI- ND ug/L ND ug/L 3 EPA 625 10 METHYLAMINE N-NITROSODI- ND ug/L ND ug/L 3 EPA 625 10 PHENYLAMINE PHENANTHRENE ND ug/L ND ug/L 3 EPA 625 10 PYRENE ND ug/L ND ug/L 3 EPA 625 10 1,2,4- ND ug/L ND ug/L 3 EPA 625 10 TRICHLOROBENZENE Use this space(or a separate sheet)to provide information on other base-neutral compounds requested by the permit writer Use this space(or a separate sheet)to provide information on other pollutants(e.g.,pesticides)requested by the permit writer i END OF PART D. REFER TO THE APPLICATION OVERVIEW (PAGE 1) 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 14 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Leith Creek WWTP, NC0020656 Renewal Lumber SUPPLEMENTAL APPLICATION INFORMATION PART E. TOXICITY TESTING DATA POTWs meeting one or more of the following criteria must provide the results of whole effluent toxicity tests for acute or chronic toxicity for each of the facility's discharge points: 1)POTWs with a design flow rate greater than or equal to 1.0 mgd;2)POTWs with a pretreatment program(or those that are required to have one under 40 CFR Part 403);or 3)POTWs required by the permitting authority to submit data for these parameters. • At a minimum,these results must include quarterly testing for a 12-month period within the past 1 year using multiple species(minimum of two species),or the results from four tests performed at least annually in the four and one-half years prior to the application,provided the results show no appreciable toxicity,and testing for acute and/or chronic toxicity,depending on the range of receiving water dilution. 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. • In addition,submit the results of any other whole effluent toxicity tests from the past four and one-half years. If a whole effluent toxicity test conducted during the past four and one-half years revealed toxicity,provide any information on the cause of the toxicity or any results of a toxicity reduction evaluation,if one was conducted. • If you have already submitted any of the information requested in Part E,you need not submit it again. Rather,provide the information requested in question E.4 for previously submitted information. If EPA methods were not used,report the reasons for using alternate methods. If test summaries are available that contain all of the information requested below,they may be submitted in place of Part E. If no biomonitoring data is required,do not complete Part E. Refer to the Application Overview for directions on which other sections of the form to complete. E.1. Required Tests. Indicate the number of whole effluent toxicity tests conducted in the past four and one-half years. El chronic ❑acute E.2. Individual Test Data. Complete the following chart for each whole effluent toxicity test conducted in the last four and one-half years. Allow one column per test(where each species constitutes a test). Copy this page if more than three tests are being reported. Test number: Test number: Test number: a. Test information. Test Species&test method number Age at initiation of test Outfall number Dates sample collected Date test started Duration b. Give toxicity test methods followed. Manual title Edition number and year of publication Page number(s) c. Give the sample collection method(s)used. For multiple grab samples,indicate the number of grab samples used. 24-Hour composite Grab d. Indicate where the sample was taken in relation to disinfection. (Check all that apply for each. Before disinfection After disinfection After dechlorination EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 15 of 22 FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Leith Creek WWTP, NC0020656 Renewal Lumber Test number: Test number: Test number: e. Describe the point in the treatment process at which the sample was collected. Sample was collected: f. For each test,include whether the test was intended to assess chronic toxicity,acute toxicity,or both Chronic toxicity Acute toxicity 9YP performed. the type of test Static Static-renewal Flow-through h. Source of dilution water. If laboratory water,specify type;if receiving water,specify source. Laboratory water Receiving water i. Type of dilution water. If salt water,specify"natural"or type of artificial sea salts or brine used. Fresh water Salt water j. Give the percentage effluent used for all concentrations in the test series. k. Parameters measured during the test. (State whether parameter meets test method specifications) pH Salinity Temperature Ammonia Dissolved oxygen I. Test Results. Acute: Percent survival in 100% effluent LCso 95%C.I. Control percent survival Other(describe) EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 16 of 22 • FACIl ITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN: Leith Creek WWTP, NC0020656 Renewal Lumber Chronic: NOEC IC25 % % OA Control percent survival Other(describe) m. Quality Control/Quality Assurance. Is reference toxicant data available? Was reference toxicant test within acceptable bounds? What date was reference toxicant test run(MM/DD/YYYY)? Other(describe) E.3. Toxicity Reduction Evaluation. Is the treatment works involved in a Toxicity Reduction Evaluation? ❑ Yes ® No If yes,describe: E.4. Summary of Submitted Biomonitoring Test Information. If you have submitted biomonitoring test information,or information regarding the cause of toxicity,within the past four and one-half years,provide the dates the information was submitted to the permitting authority and a summary of the results. Date submitted: For this Permit Period.chronic toxicity results were submitted for the months of:February,Mav, A gust.and November of each year. Summary of results: (see instructions) All results were a "PASS' END OF PART E. REFER TO THE APPLICATION OVERVIEW (PAGE 1) 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 17 of 22 CITY OF LAURINBURG NC0020656 MERCURY MINIMIZATION EFFORTS The City of Laurinburg implemented a Mercury Minimization Plan (MMP) in order to identify possible sources of mercury into the wastewater system and,if needed,to reduce levels of mercury entering the system. The City operates a publicly owned treatment works (POTW), including a collection system and wastewater treatment plant(WWTP), which serves the City of Laurinburg, North Carolina. - The WWTP operates under NPDES #NC0020656. The permit requires quarterly effluent monitoring for mercury. The mercury results from the last three years show an effluent mercury average of ng/L. These results indicate that mercury is not a compliance issue at the WWTP. - The laboratory at the WWTP was surveyed to ascertain if any mercury containing solutions were used and would be a possible source of mercury into the WWTP. SDS sheets and container labels were reviewed. The results of this review show no sources of mercury from the wastewater laboratory. - There are eleven dental offices that discharge to the wastewater collection system. The City has had discussions with these offices regarding proper handling and collection of possible mercury containing wastes. All the dental offices have ADA approved amalgam separators. - The City plans to distribute educational information regarding sources of household mercury and appropriate use/disposal practices on the website. - LI241Z016 Effluent Toxicity Report Form-Chronic Fathead Minnow Multi-Concentration Test Date:9/5/2018 Facility: Laurinburg WWTP NPDES#NC00 20656 Pipe#: 001 County: Scotland __.-65boratory: Meritech, In Comments) Signature of Operator in Res onsible harge . Signature of Laboratory Supervisor MAIL ORIGINAL TO: Water Sciences Section Aquatic Toxicology Branch Division of Water Resources 1621 Mail Service Center Raleigh,NC 27699-1621 Test Initiation Date/Time 8/28/2018 4:05 PM Avg Wt/Surv.Control 0.811 Test Organism s Eff. Repl. 1 2 3 4 r Cultured In House Control Surviving# 10 10 • 10 9 %Survival 97.5 l7 Outside Supplier Original# 10 10 10 10 Wt/original(mg) 0.693 0.909 0.750 0.801 Avg Wt(mg) 0.788 Hatch Date: 8/27/18 7.75 Surviving# 10 10 10 10 %Survival 100.0 Hatch Time: 3:00 pm CT Original# 10 10 10 10 Wt/original(mg) 0.963 0.775 0.811 0.827 Avg Wt(mg) 0.844 15.5 Surviving# 10 9 10 10 %Survival 97.5 Original# 10 10 10 10 Wt/original(mg) 0.808 0.757 0.841 0.833 Avg Wt(mg) 0.810 31 Surviving# 9 10 10 9 %Survival 95.0 Original# 10 10 10 10 Wt/original(mg) 0.602 0.805 0.959 0.730 Avg Wt(mg)I 0.774 62 Surviving# 10 10 9 10 %Survival 97.5 Original# 10 10 10 10 Wt/original(mg) 0.747 0.736 0.907 0.879 Avg Wt(mg) 0.817 100 Surviving# 10 10 10 10 %Survival 100.0 Original# 10 10 10 10 Wt/original(mg) 0.801 0.724 0.788 0.859 Avg Wt(mg) 0.793 Water Quality Data Day Control 0 1 2 3 4 5 6 pH(SU) Init/Fin 8.27 / 7.95 8.20 / 7.97 8.14 / 7.97 8.26 / 8.05 _ 8.13 / 7.96 8.20 / 7.82 8.08 17.66 DO(mg/L) 'nit/Fin 8.02 / 7.26 7.68 / 7.45 7.72 / 7.54 7.89 / 7.82 8.21 / 8.15 8.36 / 7.09 7.93 / 6.74 Temp(C)'nit/Fin 24.8 / 25.2 24.3 / 25.0 24.4 / 24.4 25.8 / 24.5 24.1 / 24.1 24.3 124.6 24.0 / 25.0 High Concentration 0 1 2 3 4 5 6 pH(SU)InitFin 7.05 / 7.45 7.13 / 7.49 7.08 / 7.64 7.28 / 7.44 7.29 / 7.70 7.55 / 7.48 7.24 / 7.45 DO(mg/L) Init/Fin 8.30 / 7.61 8.22 / 7.77 8.21 / 7.78 8.25 / 7.51 8.49 / 8.40 8.48 / 7.31 8.43 / 7.16 Temp(C)'nit/Fin 25.1 / 25.0 25.0 124.6 25.5 / 25.9 24.8 / 24.8 24.7 / 25.0 24.1 / 25.0 24.1 124.7 Sample 1 2 3 Survival Growth Overall Result Collection Start Date 8/27/2018 8/29/2018 8/30/2018 Normal FI Fl ChV >100 Grab Hom.Var. ri r) Composite(Duration) 25.0 24.8 24.4 NOEC 100 100 Hardness(mg/L) 28 23 24 LOEC >100 >100 Alkalinity(mg/L) 25 31 29 ChV >100 >100 Conductivity(umhos/cm) 333 324 328 Method Steel's Dunnett's Chlorine(mg/L) <0.1 <0.1 <0.1 Temp.at Receipt(°C) 1.3 1.6 0.9 Stats Survival Growth Conc. Critical Calculated Critical Calculated Dilution H2O Batch# 1302 1303 1304 7.75 10 20 2.41 -0.8660 Hardness(mg/L) 44 46 44 15.5 10 18 2.41 -0.3340 Alkalinity(mg/L) 52 55 52 31 10 16 2.41 0.2214 Conductivity(umhos/cm) 198 210 184 62 10 18 2.41 -0.4505 100 10 20 2.41 -0.0738 _ . Effluent Toxicity Report Form-Chronic Fathead Minnow Multi-Concentration Test Date:5/24/2018 Facility: Laurinburg WWTP NPDES#NCOO 20656 Pipe#: 001 County: Scotland is oratory: Meritech, Inc. Comments) ` x t _ _ Signature .JVr i espo le Charge Signature of Laboratory Supervisor MAIL ORIGINAL TO: Water Sciences Section / Aquatic Toxicology Branch J 6 // )-/?- / Division of Water Resources 1621 Mail Service Center Raleigh,NC 27699-1621 Test Initiation Date/Time 5/15/2018 5:18 PM Avg Wt/Surv.Control 0.778 Test Organisms %Eff. Repl. 1 2 3 4 r Cultured In-House Control Surviving# 10 10 10 10 %Survival 100.0 Ir Outside Supplier Original# 10 10 10 10 Wt/original(mg) 0.827 0.685 0.810 0.788 Avg Wt(mg) 0.778 Hatch Date: 5/14/18 7.75 Surviving# 10 10 10 10 %Survival 100.0 Hatch Time: 3:00 pm CT Original# 10 10 10 10 Wt/original(mg) 0.718 0.646 0.710 0.679 Avg Wt(mg) 0.688 15.5 Surviving# 10 10 10 10 %Survival 100.0 Original# 10 10 10 10 Wt/original(mg) 0.768 0.705 0.724 0.843 Avg Wt(mg) 0.760 31 Surviving# 9 10 9 10 %Survival 95.0 Original# 10 _ 10 _ 10 10 Wt/original(mg) 0.766 0.758 0.845 0.732 Avg Wt(mg) 0.775 62 Surviving# 10 10 10 10 %Survival 100.0 I Original# 10 10 10 10 Wt/original(mg) 0.748 0.845 0.695 0.832 Avg Wt(mg) 0.780 100 Surviving# 10 10 10 10 %Survival 100.0 Original# 10 10 10 10 Wt/original(mg) 0.827 0.895 0.779 0.796 Avg Wt(mg) 0.824 Water Quality Data Day Control 0 1 2 3 4 5 6 pH(SU)Ina/Fin 8.09 / 7.75 8.18 / 7.95 8.14 / 7.81 8.11 / 8.03 8.41 / 7.82 8.17 / 7.99 8.17 / 7.73 DO(mg/L) Init/Fin 7.68 / 6.71 7.59 / 7.14 7.82 / 6.75 7.65 / 7.85 8.22 17.08 7.85 / 7.21 7.52 / 6.62 Temp(C)Init/Fin 25.1 / 24.1 24.0 / 24.1 24.1 / 24.4 24.0 / 24.1 24.1 / 24.4 24.4 / 24.2 24.7 / 24.3 High Concentration 0 1 2 3 4 5 6 pH(SU)Init/Fin 7.28 / 7.59 7.25 / 7.66 7.24 / 7.56 7.49 / 7.88 7.86 / 7.71 7.40 / 7.79 7.72 / 7.93 DO(mg/L) Init/Fin 8.18 / 6.87 7.83 / 7.24 8.01 / 6.49 7.65 / 7.94 _ 8.09 / 7.24 7.95 / 7.17 7.61 / 7.59 Temp(C)Init/Fin 25.1 124.0 24.8 / 24.0 25.0 124.5 25.0 / 24.1 25.2 / 24.7 24.4 / 24.8 24.5 / 24.9 Sample 1 2 3 Survival Growth Overall Result Collection Start Date 5/14/2015 5/16/2018 5/17/2018 Normal ri Fl ChV >100 Grab Horn.Var. ri Fl Composite(Duration) 23.5 23.5 24.0 NOEC 100 100 Hardness(mg/L) 22 22 23 LOEC >100 >100 Alkalinity(mg/L) 38 39 44 ChV >100 >100 Conductivity(umhos/cm) 277 288 292 Method Steel's Dunnett's Chlorine(mg/L) <0.1 <0.1 <0.1 Temp.at Receipt(CC) 1.4 1.5 1.6 Stats Survival Growth Conc. Critical Calculated Critical Calculated Dilution H2O Batch# 1267 1268 1269 1270 7.75 10 18 2.41 2.2463 Hardness(mg/L) 46 48 44 46 15.5 10 18 2.41 0.4404 Alkalinity(mg/L) 53 54 55 53 31 10 14 2.41 0.0566 Conductivity(umhos/cm) 202 195 199 182 62 10 18 2.41 -0.0629 100 10 18 2.41 -1.1766 DWQ Form AT-5(1/04) -l± 3/8/ , Effluent Toxicity Report Form-Chronic Fathead Minnow Multi-Concentration Test Date:2/22/2018 Facility: Laurinburg WWTP NPDES#NCO() 20656 Pipe#: 001 County: Scotland abgratory:--'L' �`Meritech, Inc. 7 Comments' x A` X/Y{ • - \,_ ,4 r l t '• • Single Inversion in test concentration 62% Signature of Operator in Responsibl harge 62%test concentration not incuded in final resul Signature of Laboratory Supervisor MAIL ORIGINAL TO: Water Sciences Section Aquatic Toxicology Branch Division of Water Resources 1621 Mail Service Center Raleigh,NC 27699-1621 Test Initiation Date/Time 2/13/2018 5:02 PM Avg Wt/Surv.Control 0.922 Test Organisms %Eff. Repl. 1 2 3 4 rr Cultured In-House Control Surviving# 9 10 10 10 %Survival 97.5 7 Outside Supplier Original# 10 10 10 10 Wt/original(mg) 0.862 0.838 0.897 0.994 Avg Wt(mg) 0.898 Hatch Date: 2/12/18 7.75 Surviving# 10 10 10 9 %Survival 97.5 Hatch Time: 3:00 pm CT Original# _ 10 10 10 10 Wt/original(mg) 0.907 0.838 0.855 0.513 Avg Wt(mg) 0.778 15.5 Surviving# 10 10 10 10 %Survival 100.0 Original# 10 10 10 10 Wt/original(mg) 0.674 0.801 0.857 1.035 Avg Wt(mg) 0.842 1 31 Surviving# 10 10 10 10 %Survival 100.0 Original# 10 10 10 10 Wt/original(mg) 0.855 0.819 0.871 0.986 Avg Wt(mg) 0.883 I I Surviving# I I %Survival Original# SEE COMMENT Wt/original(mg) I Avg Wt(mg) 100 Surviving# 10 10 10 10 %Survival 100.0 Original# 10 10 10 10 Wt/original(mg) 0.888 1.115 0.704 0.919 Avg Wt(mg) 0.907 Water Quality Data Day Control 0 1 2 3 4 5 6 pH(SU)Init/Fin 8.06 / 7.79 8.09 / 7.95 8.30 / 7.73 8.23 / 8.03 8.20 / 8.25 8.35 / 7.82 8.17 / 7.77 DO(mg/L) Init/Fin 8.05 / 6.79 7.66 / 6.94 7.76 / 6.26 7.24 / 7.52 7.73 / 7.78 7.99 / 7.11 7.66 / 6.75 Temp(C)Init/Fin 24.9 / 24.3 25.5 / 24.7 25.0 / 24.6 25.7 / 24.1 25.1 / 24.1 25.2 / 24.1 24.8 / 24.4 High Concentration o 1 2 3 4 5 6 pH(SU)Init/Fin 6.91 / 7.28 6.97 / 7.36 6.81 / 7.07 6.75 / 7.40 7.24 / 7.51 7.27 / 7.26 7.05 / 7.31 DO(mg/L) Init/Fin 8.42 / 6.83 7.95 / 6.93 8.53 / 6.14 8.04 / 7.45 7.74 / 7.69 7.83 / 7.16 7.83 / 7.28 Temp(C)Init/Fin 24.8 / 24.8 24.9 / 24.2 24.8 / 24.5 25.5 / 24.2 25.8 / 24.1 24.3 / 24.8 25.6 / 24.1 Sample 1 2 3 Survival Growth Overall Result Collection Start Date 2/12/2018 2/14/2018 2/15/2018 Normal ri Ft ChV >100 Grab Horn.Var. ri F! Composite(Duration) 24.5 24.5 24.3 NOEC 100 100 Hardness(mg/L) 19 20 22 LOEC >100 >100 Alkalinity(mg/L) 20 14 14 ChV >100 >100 Conductivity(umhos/cm) 243 245 272 Method Steel's Dunnett's Chlorine(mg/L) <0.1 <0.1 <0.1 Temp.at Receipt(°C) 1.3 0.8 0.6 Stats Survival Growth Conc. Critical Calculated Critical Calculated Dilution H2O Batch# 1243 1244 1245 7.75 10 18 2.41 1.2403 Hardness(mg/L) 44 46 46 15.5 10 20 2.41 0.5812 Alkalinity(mg/L) 58 54 57 31 10 20 2.41 0.1557 Conductivity(umhos/cm) 206 199 204 100 10 20 2.41 -0.0908 • W. Asheville,NC 28802 h'y ,� �r �"'F ----- Phone: (828)350-9364 0 -= j Ptald _ 0 Fax: (828)350-9368 dr Environmental Testing Solutions,Inc. i CO a. Effluent Aquatic Toxicity Report Form -Phase II Chronic Ceriodaphaia dubia Date: November 26,2018 Facility: Microbac Environmental NPDES#: NC-0020656 Pipe#: 001 County: Scotland Laurinburg WWTP Laboratory Performing Test: Environmental Testing Solutions, nc. Comments: Signature of Operator in Responsible Charge: Signature of Laboratory Supervisor: _��“4,06.4Qr�.-ram Project: 13766 Samples: 181107.15,181109.15 Mail Original To:North Carolina Department of Environment and Natural Resources DWQ/Environmental Sciences Branch 1621 Mail Service Center Start date: End date: Start time: End lime: Raleigh,NC 27699-1621 I I-07-18 11-14-18 1454 0827 Sample Information Sample 1 Sample 2 Control Collection start date: 11-05-18 11-07-18 Test information Sinn Rcacnal l Renewal 2 Sion Renewal 1 ReneuM 2 Grab: Treatment: 31% 31% 31% Control Control Control Composite duration: 25-11 25-11 Initial pH(SU): 6.87 6.81 7.04 7.14 7.16 7.17 Alkalinity(mg/L CaCO,): 35,33,35 Final pH(SO): 7.08 7.09 7.07 7.01 7.15 6.86 Hardness(utg/L CaCO3): 40,40,36 Initial DO(mg/L): 8.0 8.1 8.0 7.9 8.0 8.0 Conductivity(µnilws/cm): 226 218 137,136,III Final DO(ing/L): 8.1 8.2 8.2 7.9 7.9 8 I Total residual chlorine pug/L): <0.10 <0.10 Initial Temp.(°C): 25.2 24.9 25.1 24.9 24.8 24.7 Sample Temp.at Receipt CC): 3.1 1.5 Final Temp.CC) 24.9 24.9 25.2 25.1 25.0 24.9 Organism Number Control Organisms 1 2 3 4 5 6 7 8 9 10 11 12 clean Chronic Test Results Number of Young Produced 29 27 25 29 25 29 28 28, 28 29 26 28 27 6 Final Control Mortality(%): 0.0 Adult Survival: (L)ive,(D)ead L I, I, I. I. L L L L LLL %Control with 3rd Broods: 100 Control Reproduction CV: 5.5 Effluent Percentage 31% 48 Hour Mortality Treatment 2 Organisms 1 2 3 4 5 6 7 8 9 10 11 12 Won Control: 0 of 12 Number of Young Produced 31 26 29 31 32 30 31 26 28 27 28 29 29.0 I\VC: o of 12 Adult Survival: (L)ive,(D)ead L L L L L L L L L L L L -5.1 Significant?: No U Rcdudion Final Mortality Significant at: No concentration Effluent Percentage Treatment 3 Organisms 1 2 3 4 5 6 7 8 9 10 11 12 atom Reproduction Analyses Number of Young Produced Reproduction LOEC: >31% Adult Survival: (L)ivc,(D)cad Reproduction NOEC: 31% %Reduction Overall Method: Homoscedaslic 1 Effluent Percentage Normal Distribution: Yes Treatment 4 Organisms 1 2 3 4 5 6 7 8 9 10 II 12 man Method: Shapiro-Wilk's Number of Young Produced Statistic: 0.941 Adult Survival: (L)ive,(D)ead Critical Value: 0.884 %ttedKlion Equal Variances: Yes Effluent Percentage Method: F-Test Treatment 5 Organisms 1 2 3 4 5 6 7 8 9 10 II 12 Mean Statistic: 1.846 Number of Young Produced Critical Value: 5.320 Adult Survival: (L)ive,(D)ead _ Non-Parametric Analysis(if applicable) %Reduction Method: Effluent Percentage Effluent% Rank Sum Critical Sum Treatment 6 Organisms 1 2 3 4 5 6 7 8 9 10 II 12 Mean 31% Number of Young Produced , Adult Survival: (L)ive,(D)ead %Rcilnclion Overall Analysis: Result: PASS LOEC: >31% NOEC: 31% ChV: >31% DIl'Q form AT-3(8/91)Rev. 11/95 O'8 %£b %17 %V 1!W!1 to 5 00Z 0'0E 0'0Z l!w!l 3!wiad 6'58 ueaw 3!a;awoa9 JeaA-E VS 86L h OT 5'6 ;Insaa AI!ea wnw!xeW 17'0 Z'T 8'0 a8eaany 3!,awq;!iy JeaA-E T'T 6T'0 UV ti9 bE T'E S'9 69'0 .iagwapaa 6'T LE'0 06£ Z9 Ob Z CZ ET"0 aagwanoN T'b 8'0 09£ tiZ SZ T'T E'L LIT aagop0 8b'0 50'0 06£ £9 0 0 87 SZ'0 aagwaldaS 9T'0 Z0"0 OOt' OZI 0 0 0 0 lsn8ny LT'0 90'0 OEE 9S 0 0 0 0 Alnf 66'0 80"0 0017 bE 6 b'0 E"E ST'0 aunt SL'0 90'0 OSE £b 0 0 Z'Z 61'0 AEA 0 0 00S 6S ZZ II 97 £T'0 I!adV 8'0 ZT'0 005 99 bZ 61 1'9 6S'0 gPaew 6b'Z 89'0 009 TV 1OT TT S'6 b Aaenagad SO'b 85'0 b9 L 1b VET Z'6 S'Z AaenueI xeW EHN and EHN xew DJ and 0d xew 551 and SSl XeW 008 aAV 009 910Z E'S b'Z 06Z Z8 6 CO E'E Z'Z aagwapaa ZZ'0 SO'0 00T T6 0 0 Z'Z WO aagwanoN T'O 800'0 OSZ Zti 0 0 Z'Z 60'0 aago;a0 ZZ'0 ZO'0 OTE T8 ZS Eli E'9 WO aagwaldas 91'0 TO'0 OOE S6 0 0 Z'E ?El) lsn8ny 0 0 08Z 6S 0 0 0 0 Alnf TZ'0 £0'0 OTE SIT 0 0 0 0 aunt £17 0 T'0 OS£ 6L 0 0 b'Z t'O AeW 8T'0 E0'0 OTb OTT 0 0 9'Z VE'0 IladV TE'0 Z0'0 06Z EE 6 WO 8'Z S'0 gpaeW ZZ'0 EO'O OZZ Lii 0 0 Z'Z TT'O AaenJgad Z T9"0 09E ES 8Z E'T 6 V'E Aaenue1 xeW EHN and EHN XeW DJ any 03 XeW SSl and 551 XeW 009 aAV a09 LIOZ £'b 00"Z 08E S6 87 E'0 9'8 0'b aagwaaaa Z'Z EZ"0 OTE ILT 0 0'0 b'Z 8'0 aagwanoN Z8'Z 08"0 08V STZ 0 0'0 £'9 8'T aago}a0 L6'0 9E'0 08V ELT 0 0'0 £'E Ti' aagweTdas E'T OE"0 86L TE 0 0'0 b'Z 9'0 lsn2ny ET'0 b0'0 NV 90T 0 0'0 T'Z T"0 Ainf Z'T SE'0 06£ SlT 0 0'0 l"Z b'0 aunr I OT'0 06E LST 0 0'0 Z'Z 01 AeW 8'Z 09'0 06E 081 £'0Z 6'0 b"6 II I!ad`d 0 00'0 09Z SET LT 8'0 0 0'0 gDaeW 8'T 60'0 06Z LOT 0 0'0 0 0'0 Aaenagad S'E OE'Z 08Z 0S 0 0"0 S'E £"T Aaenuei xeW EHN eAV EHN xew 3J any ad xew 551 any SSl XeW a08 eA\J a08 8TOZ lsanbaa Suiao:iuoW papnpab 9S9OZOODN S3adN d1MM)laaJD (Mal -AaeuauanS a ea aeaj aaagl EFFLUENT SAMPLE RESULTS - 01 ONE LAB.NATIONWIDE. 111 Collected date/time: 08/09/16 09:30 L852225 Metals (ICP) by Method 200.7 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time rtimony ND 0.0100 1 08/11/2016 17:53 WG897494 • : .,rsenic ND 0.0100 1 08/11/201617:53 WG897494 `. Beryllium ND 0.00200 1 08/11/201617:53 WG897494 Cadmium ND 0.00200 1 08/11/2016 17:53 WG897494 SS Chromium ND 0.0100 1 08/11/201617:53 WG897494 Copper ND 0.0100 1 08/11/2016 17:53 WG897494 :Cn Lead ND 0.00500 1 08/11/201617:53 WG897494 Nickel ND 0.0100 1 08/11/2016 17:53 WG897494 Selenium ND 0.0100 1 08/11/2016 17:53 WG897494IIIII Silver ND 0.00500 1 08/11/2016 17:53 WG897494 Zinc 0.0531 0.0500 1 08/11/201617:53 WG897494 ,,QC Metals (ICPMS) by Method 200.8 Result Qualifier RDL Dilution Analysis Batch ( GI Analyte mg/I mg/I date/time f• Thallium ND 0.00100 1 08/19/2016 12:40 WG898159 I V 1,; I Volatile Organic Compounds(GC/MS) by Method 624 9Sc Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Acrolein ND J4 0.0500 1 08/15/2016 08:09 WG898495 Acrylonitrile ND 0.0100 1 08/15/2016 08:09 WG898495 Benzene ND 0.00100 1 08/15/2016 08:09 WG898495 Bromodichloromethane ND 0.00100 1 08/15/2016 08:09 WG898495 Bromoform ND 0.00100 1 08/15/2016 08:09 WG898495 Promomethane ND 0.00500 1 08/15/2016 08:09 WG898495 irbon tetrachloride ND 0.00100 1 08/15/2016 08:09 WG898495 Chlorobenzene ND 0.00100 1 08/15/2016 08:09 WG898495 Chlorodibromomethane ND 0.00100 1 08/15/2016 08:09 WG898495 Chloroethane ND 0.00500 1 08/15/2016 08:09 WG898495 2-Chloroethyl vinyl ether ND 0.0500 1 08/15/2016 08:09 WG898495 Chloroform ND 0.00500 1 08/15/2016 08:09 WG898495 Chloromethane ND 0.00250 1 08/15/2016 08:09 WG898495 1,1-Dichloroethane ND 0.00100 1 08/15/2016 08:09 WG898495 1,2-Dichloroethane ND 0.00100 1 08/15/2016 08:09 WG898495 1,1-Dichloroethene ND 0.00100 1 08/15/2016 08:09 WG898495 trans-1,2-Dichloroethene ND 0.00100 1 08/15/2016 08:09 WG898495 ' 1.2-Dichloropropane ND 0.00100 1 08/15/2016 08:09 WG898495 cis-1,3-Dichloropropene ND 0.00100 1 08/15/2016 08:09 WG898495 trans-1,3-Dichloropropene ND 0.00100 1 08/15/2016 08:09 WG898495 Ethylbenzene ND 0.00100 1 08/15/2016 08:09 WG898495 Methylene Chloride ND 0.00500 1 08/15/2016 08:09 WG898495 1,1.2,2-Tetrachloroethane ND 0.00100 1 08/15/2016 08:09 WG898495 Tetrachloroethene ND 0.00100 1 08/15/2016 08:09 WG898495 Toluene ND 0.00500 1 08/15/2016 08:09 WG898495 1,1,1-Trichloroethane ND 0.00100 1 08/15/2016 08:09 WG898495 1.1,2-Trichloroethane ND 0.00100 1 08/15/2016 08:09 WG898495 Trichloroethene ND 0.00100 1 08/15/2016 08:09 WG898495 Vinyl chloride ND 0.00100 1 08/15/2016 08:09 WG898495 (S)Toluene-d8 102 90.0-115 08/15/2016 08:09 WG898495 (5)Dibromofluoromethane 110 79.0-121 08/15/2016 08:09 WG898495 (S)4-Bromofuorobenzene 970 80.1-120 08/15/2016 08.09 WG898495 ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: TBL Laboratory TBL 27296 L852225 08/19/16 15:14 6 of 37 EFFLUENT SAMPLE RESULTS - 01 ONE LAB.NATIONWIDE. 40 • Collected date/time: 08/09/16 09:30 L852225 Pesticides (GC) by Method EPA 608 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time 'drin ND 0.0000500 1 08/12/2016 17:02 WG896914 1:-,, .,pha BHC ND 0.0000500 1 08/12/201617:02 WG896914 Beta BHC ND 0.0000500 1 08/12/201617:02 WG896914 Delta BHC ND 0.0000500 1 08/12/201617:02 WG896914 Ss Gamma BHC ND 0.0000500 1 08/12/2016 17:02 WG896914 Chlordane ND 0.000500 1 08/12/201617:02 WG896914 Cn 4,4-DDD ND 0.0000500 1 08/12/201617:02 WG896914 4,4-DDE ND 0.0000500 1 08/12/201617:02 WG896914 4,4-DDT ND 0.0000500 1 08/12/2016 17:02 WG8969141111 Dieldrin ND 0.0000500 1 08/12/2016 17:02 WG896914 Endosulfan I ND 0.0000500 1 08/12/201617:02 WG896914 Oc Endosulfan II ND 0.0000500 1 08/12/2016 17:02 WG896914 Endosulfan sulfate ND 0.0000500 1 08/12/201617:02 WG896914 7 Endrin ND 0.0000500 1 08/12/2016 17:02 WG896914 GI Endrin aldehyde ND 0.0000500 1 08/12/201617:02 WG896914 Endrin ketone ND 0.0000500 1 08/12/2016 17:02 WG896914 Heptachlor ND 0.0000500 1 08/12/201617:02 WG896914 Heptachlor epoxide ND 0.0000500 1 08/12/201617:02 WG896914 Hexachlorobenzene ND 0.0000500 1 08/12/201617:02 WG896914 SC Methoxychlor ND 0.0000500 1 08/12/201617:02 WG896914 Toxaphene ND 0.000500 1 08/12/201617:02 WG896914 (S)Decochlorobiphenyl 88.3 10.0-156 08/12/201617.:02 WG896914 (S)Tetrachloro-m-xylene 62.3 13.9-137 08/12/201617.:02 WG896914 Polychlorinated Biphenyls (GC) by Method EPA-608 Result Qualifier RDL Dilution Analysis Batch 'alyte mg/1 mg/I date/time s:B 1016 ND 0.000500 1 08/13/201615:05 WG896914 PCB 1221 ND 0.000500 1 08/13/201615:05 WG896914 PCB 1232 ND 0.000500 1 08/13/201615:05 WG896914 PCB 1242 ND 0.000500 1 08/13/201615:05 WG896914 PCB 1248 ND 0.000500 1 08M3/201615:05 WG896914 PCB 1254 ND 0.000500 1 08/13/201615:05 WG896914 PCB 1260 ND 0.000500 1 08/13/2016 15:05 WG896914 (S)Decochlorobiphenyl 124 10.0-156 08/13/201615:05 WG896914 (5)Tetrachloro-m-xylene 75.5 13.9-137 08/13/201615:05 WG896914 Semi Volatile Organic Compounds (GC/MS) by Method 625 Result Qualifier RDL , Dilution Analysis Batch Analyte mg/I mg/I date/time Acenaphthene ND 0.00100 1 08/15/2016 23:08 WG898884 Acenaphthylene ND 0.00100 1 08/15/2016 23:08 WG898884 Anthracene ND 0.00100 1 08/15/2016 23:08 WG898884 Benzidine ND 0.0100 1 08/15/2016 23:08 WG898884 Benzo(a)anthracene ND 0.00100 1 08/15/2016 23:08 WG898884 Benzo(b)fluoranthene ND 0.00100 1 08/15/2016 23:08 WG898884 Benzo(k)fluoranthene ND 0.00100 1 08/15/2016 23:08 WG898884 Benzo(g,h,i)perylene ND 0.00100 1 08/15/2016 23:08 WG898884 Benzo(a)pyrene ND 0.00100 1 08/15/2016 23:08 WG898884 Bis(2-chlorethoxy)methane ND 0.0100 1 08/15/2016 23:08 WG898884 Bis(2-chloroethyl)ether ND 0.0100 1 08/15/2016 23:08 WG898884 Bis(2-chloroisopropyl)ether ND 0.0100 1 08/15/2016 23:08 WG898884 'romophenyl-phenylether ND 0.0100 1 08/15/2016 23:08 WG898884 z-Chloronaphthalene ND 0.00100 1 08/15/2016 23:08 WG898884 4-Chlorophenyl-phenylether ND 0.0100 1 08/15/2016 23:08 WG898884 ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: TBL Laboratory TBL 27296 L852225 08/19/16 15:14 7 of 37 I t EFFLUENT SAMPLE RESULTS - 01 ONE LAB.NATIONWIDE. .111 • Collected date/time: 08/09/16 09:30 L852225 Semi Volatile Organic Compounds (GC/MS) by Method 625 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time 'lrysene ND 0.00100 1 08/15/2016 23:08 WG898884 1 ibenz(a,h)anthracene ND 0.00100 1 08/15/2016 23:08 WG898884 L 3,3-Dichlorobenzidine ND 0.0100 1 08/15/2016 23:08 WG898884 3 2,4-Dinitrotoluene ND 0.0100 1 08/15/2016 23:08 WG898884 Ss 2,6-Dinitrotoluene ND 0.0100 1 08/15/2016 23:08 WG898884 Fluoranthene ND 0.00100 1 08/15/2016 23:08 WG898884 Cn Fluorene ND 0.00100 1 08/15/2016 23:08 WG898884 Hexachlorobenzene ND 0.00100 1 08/15/2016 23:08 WG898884 si Hexachloro-1,3-butadiene ND 0.0100 1 08/15/2016 23:08 WG898884 Hexachlorocyclopentadiene ND 0.0100 1 08/15/2016 23:08 WG898884 Hexachloroethane ND 0.0100 1 08/15/2016 23:08 WG898884 'QC Indeno(1,2,3-cd)pyrene ND 0.00100 1 08/15/2016 23:08 WG898884 Isophorone ND 0.0100 1 08/15/2016 23:08 WG898884 7 Naphthalene ND 0.00100 1 08/15/2016 23:08 WG898884 GI Nitrobenzene ND 0.0100 1 08/15/2016 23:08 WG898884 _ n-Nitrosodimethylamine ND 0.0100 1 08/15/2016 23:08 WG898884 ) n-Nitrosodiphenylamine ND 0.0100 1 08/15/2016 23:08 WG898884 _ n-Nitrosodi-n-propylamine ND 0.0100 1 08/15/2016 23:08 WG898884 Phenanthrene ND 0.00100 1 08/15/2016 23:08 WG898884 SC Benzylbutyl phthalate ND 0.00300 1 08/15/2016 23:08 WG898884 Bis(2-ethylhexyl)phthalate ND 0.00300 1 08/15/2016 23:08 WG898884 Di-n-butyl phthalate ND 0.00300 1 08/15/2016 23:08 WG898884 Diethyl phthalate ND 0.00300 1 08/15/2016 23:08 WG898884 Dimethyl phthalate ND 0.00300 1 08/15/2016 23:08 WG898884 Di-n-octyl phthalate ND 0.00300 1 08/15/2016 23:08 WG898884 Pyrene ND 0.00100 1 08/15/2016 23:08 WG898884 1 2,4-Trichlorobenzene ND 0.0100 1 08/15/2016 23:08 WG898884 hloro-3-methylphenol ND 0.0100 1 08/15/2016 23:08 WG898884 2-Chorophenol ND 0.0100 1 08/15/2016 23:08 WG898884 2,4-Dichlorophenol ND 0.0100 1 08/15/2016 23:08 WG898884 2,4-Dimethylphenol ND 0.0100 1 08/15/2016 23:08 WG898884 4,6-Dinitro-2-methylphenol ND 0.0100 1 08/15/2016 23:08 WG898884 2,4-Dinitrophenol ND 0.0100 1 08/15/2016 23:08 WG898884 2-Nitrophenol ND 0.0100 1 08/15/2016 23:08 WG898884 4-Nitrophenol ND .J4 0.0100 1 08/15/2016 23:08 WG898884 Pentachlorophenol ND 0.0100 1 08/15/2016 23:08 WG898884 Phenol ND 0.0100 1 08/15/2016 23:08 WG898884 2,4,6-Trichlorophenol ND 0.0100 1 08/15/2016 23:08 WG898884 1,2-Diphenylhydrazine ND 0.0100 1 08/15/2016 23:08 WG898884 (S)2-Fluorophenol 55.3 10.0-77.9 08/15/2016 23:08 WG898884 (S)Phenol-d5 41.5 5.00-70.1 08/15/2016 23:08 WG898884 (5)Nitrobenzene-d5 7L5 21.8-123 08/15/201623:08 WG898884 (S)2-Fluorobiphenyl 75.9 29.5-131 08/15/201623:08 WG898884 (S)2,4,6-Tribromophenol 73.7 11.2-130 08/15/2016 23:08 WG898884 (5)p-Terphenyl-d14 93.2 29.3-137 08/15/2016 23:08 WG898884 ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: TBL Laboratory TBL 27296 L852225 08/19/16 15:14 8 of 37 f EFFLUENT SAMPLE RESULTS - 01 ONE LAB.NATIONWIDE. JO Collected date/time: 08/09/16 09:30 L852225 Gravimetric Analysis by Method 2540 C-2011 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time -_.--- .ssolved Solids 189 10.0 1 08/13/2016 05:44 WG898020 i Wet Chemistry by Method 130.1 Ss Result Oualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time 4Cn Hardness,Total(mg/L as CaCO3) ND 30-0 1 08/17/201612:39 WG899620 Wet Chemistry by Method 1664BIII Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time QC Oil&Grease(Hexane Extr) ND 5.26 1 08/11/201617:03 WG897958 7 GI Wet Chemistry by Method 300.0 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Nitrate as(N) 8.25 0.100 1 08/10/2016 22:30 WG897726 Nitrite as(N) ND 0.100 1 08/10/2016 22:30 WG897726 SC Wet Chemistry by Method 350.1 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Ammonia Nitrogen ND 0.250 1 080201613:28 WG897550 Wet Chemistry by Method 351.2 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Kjeldahl Nitrogen,TKN ND 0.250 1 08/15/201610:21 WG898132 Wet Chemistry by Method 365.4 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Phosphorus,Total 2.83 0.100 1 08/13/201619:10 WG898138 Wet Chemistry by Method 420.4 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Total Phenol by 4AAP ND 0.0400 1 08/11/2016 11:51 WG897542 Wet Chemistry by Method 4500CN E-2011 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Cyanide ND 0.00500 1 08/11/2016 12:47 WG897724 Mercury by Method 245.1 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Mercury ND 0.000200 1 08/12/201610:01 WG897871 ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: TBL Laboratory TBL 27296 L852225 08/19/16 15:14 5 of 37 J EFFLUENT SAMPLE RESULTS - 01 ONE LAB.NATIONWIDE. '.0 Collected date/time: 11/14/17 09:00, L951030 Metals (ICP) by Method 200.7 .-. Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time rc Antimony ND 0.0100 1 11/18/201714:04 WG1043423 T:: Arsenic ND 0.0100 1 11/18/201714:04 WG1043423 Beryllium ND 0.00200 1 11/18/201714:04 WG1043423 , Cadmium ND 0.00200 1 11/18/201714:04 WG1043423 Ss Chromium ND 0.0100 1 11/18/201714:04 WG1043423 Copper 0.0260 0.0100 1 11/18/201714:04 WG1043423 4Cr Load ND 0.00500 1 11/18/2017 14:04 WG1043423 Nickel ND 0.0100- 1 11/18/201714:04 WG1043423 Selenium ND 0.0100 1 11/18/201714:04 W61043423ill Silver ND 0.00500 1 11/18/201714:04 WG1043423 Thallium ND 0.0100 1 11/18/201714:04 WG1043423 `' 0( Zinc 0.125 0.0500 1 11/18/201714:04 WG1043423 Metals (ICPMS) by Method 200.8 GI Result Qualifier RDL Dilution Analysis Batch Analyte mg/1mg/I date/time Al Thallium ND 0.00100 1 11/17/2017 20:01 W61043424 0 Sc Volatile Organic Compounds (GC/MS) by Method 624 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Acrolein ND J3.14 0.0500 1 11/16/2017 23:20 WG1043573 Acrylonitrile ND 0.0100 1 11/16/2017 23:20 WG1043573 Benzene ND 0.00100 1 11/16/2017 23:20 WG1043573 Bromodichloromethane ND 0,00100 1 11/16/2017 23:20 WG1043573 Bromoform ND 0.00100 1 11/16/2017 23:20 WG1043573 Bromomethane ND 0.00500 1 11/16/2017 23:20 WG1043573 Carbon tetrachloride ND 0.00100 1 11/16/2017 23:20 WG1043573 Chlorobenzene ND 0.00100 1 11/16/2017 23:20 WG1043573 Chlorodibromomethane ND 0.00100 1 11/16/2017 23:20 WG1043573 Chloroethane ND 0.00500 1 11/16/2017 23:20 WG1043573 2-Chloroethyl vinyl ether ND 0.0500 1 11/16/2017 23:20 WG1043573 Chloroform ND 0.00500 1 11/16/2017 23:20 W61043573' Chloromethane ND 0.00250 1 11/16/2017 23:20 WG1043573 1,1-Dichloroethane ND 0.00100 1 11/16/201723:20 WG1043573 1,2-Dichloroethane ND 0.00100 1 11/16/2017 23:20 WG1043573 1,1•Dichloroethene ND 0.00100 1 11/16/2017 23:20 WG1043573 bans 1,2-Dichloroethene ND 0.00100 1 11/16/2017 23:20 WG1043573 1,2-Dichloropropene ND 0.00100 1 11/16/2017 23:20 WG1043573 cis-1,3-Dichloropropene ND 0.00100 1 11/16/2017 23:20 WG1043573 trans-1,3-Dichloropropene ND 0.00100 1 11/16/2017 23:20 WG1043573 Elhylbenzene ND 0.00100 1 11/16/2017 23:20 WG1043573 Methylene Chloride ND 0.00500 1 11/16/2017 23:20 WG1043573 1,1,2,2-Tetrachloroethane ND 0.00100 1 11/16/2017 23:20 WG1043573 Tetrachloroethene ND 0.00100 1 11/16/201723:20 WG1043573 Toluene ND 0.00100 1 11/16/2017 23:20 WG1043573 1,1,1-Trichloroethane ND 0.00100 1 11/16/2017 23:20 WG1043573 1,1,2-Trichloroethane ND 0.00100 1 11/16/2017 23:20 WG1043573 Trichloroethene ND 0.00100 1 11/16/2017 23:20 WG1043573 Vinyl chloride ND 0.00100 1 11/16/2017 23:20 WG1043573 (S)Toluene-d8 109 80.0-120 11/16/201723-:20 WG1043573 (S)Dibromofluoromethane 107 76.0-123 11/16/2017 23:20 WG1043573 (S)4-Bromofluorobenzene 104 80.0•120 11/16/2017 23:20 WG1043573 1 ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: TBL Laboratory TBL28007 L951030 11/29/17 07.44 6 of 38 ' EFFLUENT SAMPLE RESULTS 01 ONE LAB.NATIONWIDE. *' ClIlected date/time: 11/14/17 09:00 L951030 Pesticides (GC) by Method EPA 608 Result Qualifier RDL Dilution Analysis Batch . . Analyte mg/I mg/1 date/time Aldrin ND 0.0000500._. . w._ 11/18/201713:16 1 WG1043255 T\_ Alpha BHC ND 0.0000500 1 11/18/201713:16 WG1043255 Beta BHC ND 0.0000500 1 11/18/201713:16 WG1043255 Delta BHC ND 0.0000500 1 11/18/201713:16 WG1043255 SS Gamma BHC ND 0.0000500 1 11/18/201713:16 WG1043255 Chlordane ND 0.000500 1 11/18/201713:16 WG1043255 Cr 4,4-DDD ND 0.0000500 1 11/18/201713:16 WG1043255 4,4-DDE ND 0.0000500 1 11/18/201713:16 WG1043255 4,4-DDT ND 0.0000500 1 11/18/201713:16 WG1043255II Dieldrin ND 0.0000500 1 11/18/201713:16 WG1043255 Endosulfan I ND 0.0000500 1 11/18/201713:16 WG1043255 "of Endosulfan II ND 0.0000500 1 11/18/201713:16 WG1043255 Endosulfan sulfate ND 0.0000500 1 11/18/201713:16 WG1043255 Endrin ND 0.0000500 1 11/18/201713:16 WG1043255 GI Endrin aldehyde ND 0.0000500 1 11/18/201713:16 WG1043255 Endrin ketone ND 0.0000500 1 11/18/201713:16 WG1043255 'Al Heptachlor ND 0.0000500 1 11/18/201713:16 WG1043255 Heptachlor epoxide ND 0.0000500 1 11/18/201713:16 WG1043255 Hexachlorobenzene ND 0.0000500 1 11/18/201713:16 WG1043255 Sc Methoxychlor ND 0.0000500 1 11/18/201713:16 WG1043255 Toxaphene ND 0.000500 1 11/18/201713:16 WG1043255 (S)Decnchlorobiphenyl 70.0 10.0-144 11/18/201713.16 WG1043255 (5)Tetrachloro-m-xylene 877 10.0-135 11/18/201713::16 WG1043255 Polychlorinated Biphenyls (GC) by Method EPA-608 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time PCB 1016 ND 0.000500 1 11/18/201718:15 WG1043255 PCB 1221 ND 0.000500 1 11/18/201718:15 WG1043255 PCB 1232 ND 0.000500 1 11/18/201718:15 WG1043255 PCB 1242 ND 0.000500 1 11/18/201718:15 WG1043255 PCB 1248 ND 0.000500 1 11/18/201718:15 WG1043255 PCB 1254 ND 0.000500 1 1118/201718:15 WG1043255 PCB 1260 ND 0.000500 1 11/18/201718:15 WG1043255 (S)Decachloroblphenyl 86.5 10.0-144 11/181201718.•15 WG1043255 (5)Tetrachloro-m-xylene 83.5 10.0-135 11/18/2017 18:15 WG1043255 Semi Volatile Organic Compounds (GC/MS) by Method 625 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Acenaphthene ND J3 0.00500 5 11/24/201716:35 WG1043754 Acenaphthylene ND J3 0.00500 5 11/24/201716:35 WG1043754 Anthracene ND J3 0.00500 5 11/24/201716:35 WG1043754 Benzidlne ND 0.0500 5 11/24/201716:35 WG1043754 Benzo(a)anthracene ND .13 0.00500 5 11/24/201716:35 WG1043754 Benzo(b)fluoranthene ND J3 0.00500 5 11/24/201716:35 WG1043754 Benzo(k)fluoranthene ND .13 0.00500 5 11/24/201716:35 WG1043754 Benzo(g,h,i)perylene ND J3 0.00500 5 11/24/201716:35 WG1043754 Benzo(e)pyrene ND .3 0.00500 5 11/24/201716:35 WG1043754 Bis(2-chlorethoxy)methane ND 0.0500 5 11/24/201716:35 WG1043754 Bis(2-chloroethyl)ether ND J3 0.0500 5 11/24/201716:35 WG1043754 Bis(2-chloroisopropyl)ether ND J3 0.0500 5 11/24/201716:35 WG1043754 4-Bromophenyl-phenylether ND 0.0500 5 11/24/201716:35 WG1043754 2-Chloronaphthalene ND J3 0.00500 5 11/24/201716:35 WG1043754 4-Chlorophenyl-phenylether ND J_ 0.0500 5 11/24/201716:35 WG1043754 ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: TBL Laboratory TBL28007 L951030 11/29/17 07:44 7 of 38 f EFFLUENT SAMPLE RESULTS - 01 ONELAB.NATIONWIDE. al C)Ilected date/time: 11/14/17 09:00 1951030_ 5t,'''11-11 Volatile Organic Compounds (GC/MS) by Method 625 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Chrysene ND .J3 0.00500 5 11/24/201716:35 WG1043754 T, Dibenz(a,h)antliracene ND .J3 0.00500 5 11/24/201716:35 WG1043754 3,3-Diclilorabenzidine ND J3 0.0500 5 11/24/201716:35 WG1043754 2,4-Dinitrotoluene ND 0.0500 5 11/24/201716:35 W61043754 E'''S 2,6-Dinitrotoluene ND J3` 0.0500 5 11/24/201716:35 WG1043754 Fluoranthene ND .14 0.00500 5 11/24/201716:35 WG1043754 a ' Fluorene ND _13 0.00500 5 11/24/201716:35 W61043754 C Hexachlorobenzene ND 0.00500 5 11/24/201716:35 WG1043754 Hexachloro-1,3-butadiene ND 0.0500 5 11/24/201716:35 W(31043754 III Hexachlorocyclopentadiene ND 0.0500 5 11/24/201716:35 WG1043754 Hexachloroethane ND 0.0500 5 11/24/201716:35 WG1043754 Ir. lndeno(1,2,3-cd)pyrene ND _13 0.00500 5 11/24/201716:35 WG1043754 Isophorone ND 0.0500 5 11/24/201716:35 WG1043754 z Naphthalene ND 0.00500 5 11/24/201716:35 WG1043754 GI Nitrobenzene ND 0.0500 5 11/24/201716:35 WG1043754 n-Nitrosodimclhylamine ND 0.0500 5 11/24/201716:35 WG1043754 n,I n-Nitrosodiphenylamine ND J3 0.0500 5 11/24/201716:35 WG1043754 n-Nitrosodi-n-propylamine ND J3 0.0500 5 11/24/201716:35 WG1043754 Phenanthrene ND .13 0.00500 5 "11/24/201716:35 WG1043754 S( [tenzylbutyl phthalate ND 0.0150 5 11/24/201716:35 WG1043754 Bis(2-ethythexyl)phthalate ND 0.0150 5 11/24/201716:35 WG1043754 Di-n-butyl phthalate ND .14 0.0150 5 11/24/201716:35 WG1043754 Diethyl phthalate ND .13 J4 0.0150'- 5 11/24/201716:35 WG1043754 Dimothyl phthalate ND 0.0150 5 11/24/201716:35 WG1043754 Di-n-octyl phthalate ND 0.0150` 5 11/24/201716:35 WG1043754 Pyrrne ND .13 0.00500 5 11/24/201716:35 WG1043754 1,2,4-Trichlorobenzene ND 0.0500 5 11/24/201716:35 WG1043754 4-Chloro-3-methylphenol ND 0.0500 5 11/24/201716:35 WG1043754 2-Chlorophenol ND 0.0500 5 11/24/201716:35 WG1043754 2,4-Dichlorophenol ND 0.0500 5 11/24/201716:35 WG1043754 2,4 Dintethylphenol ND 0.0500 5 11/24/201716:35 WG1043754 4.6 Dinitro-2-methylphenol ND 0.0500 5 11/24/201716:35 WG1043754 2.4-Dinitrophenol ND J3 0.0500 5 11/24/201716:35 WG1043754 2.Nitrophenol ND 0.0500 5 11/24/201716:35 WG1043754 4 Nitrophenol ND 0.0500 5 11/24/201716:35 WG1043754 Pentachlorophenol ND 0.0500 5 11/24/201716:35 WG1043754 Phenol ND 0.0500 5 11/24/201716:35 W61043754 2,4,6-Trichlorophenol ND 0.0500 5 11/24/201716:35 W61043754 1,2-Diphenylhydrazine ND J3-J4 0.0500 5 11/24/201716:35 WG1043754 (S)2-Fluorophenol 4.47 J2 10.0-120 11/24/201716:35 WG1043754 (S)Phenol-d5 2.10 .J2 10.0-120 11/24/201716:35 WG1043754 (S)Nitrobenzene-d5 10.6 10.0-126 11/24/201716:35 WG1043754 (S)2-Fluorobiphenyl 9.49 J2 22.0-127 11/24/201716.•35 WG1043754 (S)2,4,6-fribromophenol 4.58 J2 10.0-153 11/24/201716:35 W61043754 (5)p-rerphenyl-d14 6.96 J2 29.0-141 11/24/201716:35 WG1043754 ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: TBL Laboratory TBL28007 L951030 11/29/17 07:44 8 of 38 • EFFLUENT SAMPLE RESULTS - 01 ONE LAB.NATIONWIDE. .l Collected date/time: 11/14/17 09:00 1A51030 Gravimetric Analysis by Method 2540 C-2011 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time ---- Dissolved Solids 253 10.0 1 11/17/201719:36 WG1043660 T% Wet Chemistry by Method 130.1 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Hardness(colorimetric)as CaCO3 ND 30.0 1 11/17/201712:20 WG1043792 Wot Chemistry by Method 1664Bill Result Qualifier RDL Dilution Analysis Batch r Analyte mg/1 mg/1 date/time C� Oil&Grease(Hexane Extr) ND 5.00 1 11/21/201712:59 WG1045101 GI Wet Chemistry by Method 300.0 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/1 date/time Nitrate as(N) 18.5 2.00 20 11/15/201717:45 WG1043095 Nitrite as(N) ND 0.100 1 • 11/15/201717:32 WG1043095 St Wet Chemistry by Method 350.1 Result Qualifier RDL Dilution Analysis Batch Analyte mg/1 mg/I date/time Ammonia Nitrogen ND 0.100 1 11/21/201717:29 WG1045023 Wet Chemistry by Method 351.2 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Kjeldahl Nitrogen,TKN 0.352 0.250 1 11/17/201714:12 WG1044151 Wet Chemistry by Method 365.4 Result Qualifier RDL Dilution Analysis Batch Analyte mg/1 mg/I date/time Phosphorus,Total 3.29 0.100 1 11/17/201716:51 WG1044233 Wet Chemistry by Method 420.4 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Total Phenol by 4AAP ND 0.0400 1 11/20/2017 07:52 WG1044316 Wet Chemistry by Method 4500CN E-2011 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Cyanide ND 0.00500 1 11/21/201713:42 WG1044493 Mercury by Method 245.1 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Mercury ND 0.000200 1 11/20/201711:44 WG1044121 ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: TBL Laboratory TBL28007 L951030 11/29/17 07.44 5 of 38 • EFFLUENT SAMPLE RESULTS - 01 ONE LAB.NATIONWIDE. AI Collected date/time: 02/13/18 09:00 L969998 Metals(ICP) by Method 200.7 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Antimony ND 0.0100 1 02/15/2018 02:37 WG1073444 1,:- Arsenic ND 0.0100 1 02/15/2018 02:37 WG1073444 ~W Beryllium ND 0.00200 1 02/15/2018 02:37 WG1073444 Cadmium ND 0.00200 1 02/15/2018 02:37 WG1073444 3 Ss Chromium ND 0.0100 1 02/15/2018 02:37 WG1073444 Copper ND 0.0100 1 02/15/2018 02:37 WG1073444 Cn Lead ND 0.00500 1 02/15/2018 02:37 WG1073444 Nickel ND 0.0100 1 02/15/2018 02:37 WG1073444 Selenium ND 0.0100 1 02/15/2018 02:37 WG107344411 Silver ND 0.00500 1 02/15/2018 02:37 WG1073444 Zinc ND 0.0500 1 02/15/2018 02:37 WG1073444 ,:. Qc Metals (ICPMS) by Method 200.8 -- GI Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time -- Thallium ND 0.00100 1 02/16/201813:46 WG1073654 l,.t:. Volatile Organic Compounds (GC/MS) by Method 624 Sc9 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Acrolein ND 0.0500 1 02/14/2018 21:05 WG1073577 Acrylonitrile ND 0.0100 1 02/14/2018 21:05 WG1073577 Benzene ND 0.00100 1 02/14/2018 21:05 WG1073577 Bromodichloromethane ND 0.00100 1 02/14/2018 21:05 WG1073577 Bromoform ND J4 0.00100 1 02/14/2018 21:05 WG1073577 Bromomethane ND 0.00500 1 02/14/2018 21:05 WG1073577 Carbon tetrachloride ND 0.00100 1 02/14/2018 21:05 WG1073577 Chiorobenzene ND 0.00100 1 02/14/2018 21:05 WG1073577 Chlorodibromomethane ND 0.00100 1 02/14/2018 21:05 WG1073577 Chloroethane ND 0.00500 1 02/14/2018 21:05 WG1073577 2-Chloroethyl vinyl ether ND 0.0500 1 02/14/2018 21:05 WG1073577 Chloroform ND 0.00500 1 02/14/2018 21:05 WG1073577 Chloromethane ND 0.00250 1 02/14/2018 21:05 WG1073577 1,1-Dichloroethane ND 0.00100 1 02/14/2018 21:05 WG1073577 1,2-Dichloroethane ND 0.00100 1 02/14/2018 21:05 WG1073577 1,1-Dichloroethene ND 0.00100 1 02/14/2018 21:05 WG1073577 trans-1,2-Dichloroethene ND 0.00100 1 02/14/2018 21:05 WG1073577 1,2-Dichloropropane ND 0.00100 1 02/14/2018 21:05 WG1073577 cis-1,3-Dichloropropene ND 0.00100 1 02/14/2018 21:05 WG1073577 trans-1,3-Dichloropropene ND 0.00100 1 02/14/2018 21:05 WG1073577 Ethylbenzene ND 0.00100 1 02/14/2018 21:05 WG1073577 Methylene Chloride ND 0.00500 1 02/14/2018 21:05 WG1073577 1,1,2.2-Tetrachloroethane ND 0.00100 1 02/14/201821:05 WG1073577 Tetrachloroethene ND 0.00100 1 02/14/2018 21:05 WG1073577 Toluene ND 0.00100 1 02/14/2018 21:05 WG1073577 1,1,1-Trichioroethane ND 0.00100 1 02/14/2018 21:05 WG1073577 1,1,2-Trichloroethane ND 0.00100 1 02/14/2018 21:05 WG1073577 Trichloroethene ND 0.00100 1 02/14/2018 21:05 WG1073577 Vinyl chloride ND 0.00100 1 02/14/2018 21:05 WG1073577 (S)Toluene-d8 106 80.0-120 02/14/201821:05 WG1073577 (S)Dibromofuoromethone 99.5 76.0-123 02/14/2018 21:05 WG1073577 (S)4-Bromofuorobenzene 102 80.0-120 02/14/201821:05 WG1073577 ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: TBL Laboratory TB1-28132 L969998 02/20/18 12:58 6 of 36 EFFLUENT SAMPLE RESULTS - 01 ONE LAB.NATIONWIDE. Mk • Collected date/time: 02/13/18 09:00 L969998 Pesticides (GC) by Method EPA 608 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Aldrin ND 0.0000500 1 02/18/2018 12:32 WG1073605 i,+ Alpha BHC ND 0.0000500 1 02/18/2018 12:32 WG1073605 _ __ Beta BHC ND 0.0000500 1 02/18/2018 12:32 WG1073605 Delta BHC ND 0.0000500 1 02/18/2018 12:32 WG1073605 Ss Gamma BHC ND 0.0000500 1 02/18/201812:32 WG1073605 Chlordane ND 0.000500 1 02/18/201812:32 WG1073605 4Cn 4,4-DDD ND 0.0000500 1 02/18/201812:32 WG1073605 4,4-DDE ND 0.0000500 1 02/18/201812:32 WG1073605 4,4-DDT ND 0.0000500 1 02/18/201812:32 WG1073605IIIII Dieldrin ND 0.0000500 1 02/18/2018 12:32 WG1073605 Endosulfan I ND 0.0000500 1 02/18/201812:32 WG1073605 .- QC Endosulfan II ND 0.0000500 1 02/18/201812:32 WG1073605 Endosulfan sulfate ND 0.0000500 1 02/18/201812:32 WG1073605 Endrin ND 0.0000500 1 02/18/2018 12:32 WG1073605 GI Endrin aldehyde ND 0.0000500 1 02/18/201812:32 WG1073605 Endrin ketone ND 0.0000500 1 02/18/201812:32 WG1073605 Heptachlor ND 0.0000500 1 02/18/201812:32 WG1073605 L Heptachlor epoxide ND 0.0000500 1 02/18/2018 12:32 WG1073605 9 Hexachlorobenzene ND 0.0000500 1 02/18/201812:32 WG1073605 SC Methoxychlor ND 0.0000500 1 02/18/201812:32 WG1073605 Toxaphene ND 0.000500 1 02/18/201812:32 WG1073605 (S)Decachlorobiphenyl 86.0 10.0-144 02/18/201812.32 WG1073605 (5)Tetroch/oro-m-xylene 92.3 10.0-135 02/18/20181232 WG1073605 Polychlorinated Biphenyls (GC) by Method EPA-608 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time PCB 1016 ND 0.000500 1 02/17/2018 10:09 WG1073605 PCB 1221 ND 0.000500 1 02/17/201810:09 WG1073605 PCB 1232 ND 0.000500 1 02/17/201810:09 WG1073605 PCB 1242 ND 0.000500 1 02/17/201810:09 WG1073605 PCB 1248 ND 0.000500 1 02/17/201810:09 WG1073605 PCB 1254 ND 0.000500 1 02/17/201810:09 WG1073605 PCB 1260 ND 0.000500 1 02/17/201810:09 WG1073605 (S)Decachlorobiphenyl 75.9 10.0-144 02/17/201810:09 WG1073605 (S)Tetrochloro-m-xylene 77.7 10.0-135 02/17/201810:09 WG1073605 Semi Volatile Organic Compounds (GC/MS) by Method 625 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Acenaphthene ND J3 0.00100 1 02/16/201818:27 WG1073598 Acenaphthylene ND J3 0.00100 1 02/16/201818:27 WG1073598 Anthracene ND J3 0.00100 1 02/16/201818:27 WG1073598 Benzidine ND 0.0100 1 02/16/201818:27 WG1073598 Benzo(a)anthracene ND J3 0.00100 1 02/16/201818:27 WG1073598 Benzo(b)fluoranthene ND 0.00100 1 02/16/2018 18:27 WG1073598 Benzo(k)fluoranthene ND J3 0.00100 1 02/16/201818:27 WG1073598 Benzo(g,h,i)perylene ND .13 0.00100 1 02/16/2018 18:27 WG1073598 Benzo(a)pyrene ND J3 0.00100 1 02/16/201818:27 WG1073598 Bis(2-chlorethoxy)methane ND 0.0100 1 02/16/201818:27 WG1073598 Bis(2-chloroethyl)ether ND 0.0100 1 02/16/201818:27 WG1073598 Bis(2-chloroisopropyl)ether ND J3 0.0100 1 02/16/2018 18:27 WG1073598 4-Bromophenyl-phenylether ND J3 0.0100 1 02/16/2018 18:27 WG1073598 2-Chloronaphthalene ND J3 0.00100 1 02/16/201818:27 WG1073598 4-Chlorophenyl-phenylether ND J3 0.0100 1 02/16/201818:27 WG1073598 ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: TBL Laboratory TB1-28132 L969998 02/20/1812:58 7 of 36 EFFLUENT SAMPLE RESULTS - 01 ONE LAB.NATIONWIDE. ' Collected date/time: 02/13/18 09:00 L969998 Semi Volatile Organic Compounds (GC/MS) by Method 625 Result Qualifier RDL Dilution Analysis Batch Analyte mg/1 mg/I date/time Chrysene ND 0.00100 1 02/16/2018 18:27 WG1073598 I C. Dibenz(a,h)anthracene ND J3 0.00100 1 02/16/2018 18:27 WG1073598 3,3-Dichlorobenzidine ND J3 0.0100 1 02/16/201818:27 WG1073598 2,4-Dinitrotoluene ND J3 0.0100 1 02/16/2018 18:27 WG1073598 Ss 2,6-Dinitrotoluene ND J3 0.0100 1 02/16/2018 18:27 WG1073598 Fluoranthene ND J3 0.00100 1 02/16/2018 18:27 WG1073598 4 Cn Fluorene ND J3 • 0.00100 1 02/16/2018 18:27 WG1073598 Hexachlorobenzene ND J3 0.00100 1 02/16/2018 18:27 WG1073598 Hexachloro-1,3-butadiene ND 0.0100 1 02/16/201818:27 WG1073598 III Hexachlorocyclopentadiene ND 0.0100 1 02/16/201818:27 WG1073598 Hexachloroethane ND 0.0100 1 02/16/201818:27 WG1073598 "Or Indeno(1,2,3-cd)pyrene ND J3 0.00100 1 02/16/201818:27 WG1073598 Isophorone ND J3 0.0100 1 02/16/2018 18:27 WG1073598 Naphthalene ND 0.00100 1 02/16/2018 18:27 WG1073598 GI Nitrobenzene ND 0.0100 1 02/16/2018 18:27 WG1073598 _ n-Nitrosodimethylamine ND 0.0100 1 02/16/2018 18:27 WG1073598 n-Nitrosodiphenylamine ND J3 0.0100 1 02/16/2018 18:27 WG1073598 __-_ n-Nitrosodi-n-propylamine ND J3 0.0100 1 02/16/201818:27 WG1073598 9 Phenanthrene ND J3 0.00100 1 02/16/2018 18:27 WG1073598 SC Benzylbutyl phthalate ND J3 0.00300 1 02/16/201818:27 WG1073598 Bis(2-ethylhexyl)phthalate ND J3 0.00300 1 02/16/2018 18:27 WG1073598 Di-n-butyl phthalate ND J3 0.00300 1 02/16/201818:27 WG1073598 Diethyl phthalate ND J3 0.00300 1 02/16/2018 18:27 WG1073598 Dimethyl phthalate ND J3 0.00300 1 02/16/201818:27 WG1073598 Di-n-octyl phthalate ND J3 0.00300 1 02/16/2018 18:27 WG1073598 Pyrene ND 0.00100 1 02/16/201818:27 WG1073598 1,2,4-Trichlorobenzene ND 0.0100 1 02/16/201818:27 WG1073598 1 4-Chloro-3-methylphenol ND J3 0.0100 1 02/16/2018 18:27 WG1073598 2-Chlorophenol ND 0.0100 1 02/16/2018 18:27 WG1073598 2,4-Dichlorophenol ND 0.0100 1 02/16/2018 18:27 WG1073598 2,4-Dimethylphenol ND J3 0.0100 1 02/16/2018 18:27 WG1073598 4,6-Dinitro-2-methylphenol ND 0.0100 1 02/16/2018 18:27 WG1073598 2,4-Dinitrophenol ND J.3 0.0100 1 02/16/201818:27 WG1073598 2-Nitrophenol ND 0.0100 1 02/16/2018 18:27 WG1073598 4-Nitrophenol ND 0.0100 1 02/16/2018 18:27 WG1073598 Pentachlorophenol ND 0.0100 1 02/16/201818:27 WG1073598 Phenol ND 0.0100 1 02/16/2018 18:27 WG1073598 2,4,6-Trichiorophenol ND 0.0100 1 02/16/2018 18:27 WG1073598 1,2-Diphenylhydrazine ND .13 0.0100 1 02/16/2018 18:27 WG1073598 (5)2-Fluorophenol 31.4 10.0-120 02/16/201818:27 WG1073598 (5)Phenol-d5 20.9 10.0-120 02/16/201818:27 WG1073598 (5)Nitrobenzene-d5 49.6 10.0-126 02/16/201818:27 WG1073598 (5)2-Fluorobiphenyl 55.8 22.0-127 02/16/2018 18:27 WG1073598 (S)2,4,6-Tribromophenol 44.6 10.0-153 02/16/2018 18:27 WG1073598 (5)p-Terphenyl-d14 47.0 29.0-141 02/16/201818:27 WG1073598 ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: TBL Laboratory TB1-28132 L969998 02/20/18 12:58 8 of 36 EFFLUENT SAMPLE RESULTS - 01 ONE LAB.NATIONWIDE. ali • Collected date/time: 02/13/18 09:00 L969998 Gravimetric Analysis by Method 2540 C-2011 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time f - Dissolved Solids 137 10.0 1 02/15/201818:51 WG1073646 I f Wet Chemistry by Method 130.1 Ss Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time 3 Cn Hardness(colorimetric)as CaCO3 ND 30.0 1 02/19/201812:49 WG1075083 Wet Chemistry by Method 1664EIIII Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time `Qc Oil&Grease(Hexane Extr) ND 5.00 1 02/19/201812:22 WG1074999 7 GI Wet Chemistry by Method 300.0 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Nitrate as(N) 5.22 0.100 1 02/14/201818:09 WG1073377 Nitrite as(N) ND 0.100 1 02/14/2018 18:09 WG1073377 SC Wet Chemistry by Method 350.1 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Ammonia Nitrogen ND 0.100 1 02/15/201815:14 WG1073672 Wet Chemistry by Method 351.2 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Kjeldahl Nitrogen,TKN ND 0.250 1 02/20/2018 09:35 WG1075342 Wet Chemistry by Method 365.4 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Phosphorus,Total 1.15 0.100 1 02/20/2018 10:48 WG1075415 Wet Chemistry by Method 420.4 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Total Phenol by 4AAP ND 0.0400 1 02/19/201813:46 WG1074930 Wet Chemistry by Method 4500CN E-2011 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Cyanide ND 0.00500 1 02/19/201815:22 WG1074521 Mercury by Method 245.1 Result Qualifier RDL Dilution Analysis Batch Analyte mg/I mg/I date/time Mercury ND 0.000200 1 02/15/2018 12:40 WG10/3715 ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: TBL Laboratory TB1-28132 L969998 02/20/18 12:58 5 of 36 Permit NC0020656 r.:\\._,..-k.._,.,. )s) 0.- .,.' '`.. __,5.:,----), 1,-..,„;; -...„--:',--*.-,-.., , .• ''',„,,,, A,,,,, .- - >)( i-. i ) \--: -_ .S1/41\..---- ...."'' .,..,!)- ".. 2 ..- el ....- • .^-, - ::44- -,•,.. .,..„, _ •s •....' .. . ) ' 4".... . ''fi•-...7.','"i• .---'-` 1... ) IL L .N. .....)4))1" IN1 ''''`s ,.: _,-- . ‘stk \?,... at \ ., ) .1,1„,-' .- 7. '.."';‘,, .i\tA , A`1.e.y.eleis " ., l',4 -1, .. L.v ir") , -1/4-_- - .t.'... - V?' . "I _46 ,....' \\\\O <A„ ( < Ill' .-`' . 1 : wrS, '.-, • i.•'„.'....,:.V,....d..*...:'2."..-',e\.e't.:'f o_'-,.":1,t .,‘.o,..!,•..,.,‘,, „X.•:r.t)• .\N'r;-.I-t.j-,:/v N.'1:,):1,,_'''I'>',..d 4-.'%.1"-.e4:,A.—"`•.....•\-..-'..'.‘.V:rI-.•'..'•_-. 1 i'4 4 - :.-7.:--.•...,,,,..'.\\4-,_r.0,\l,i,l,;)\..4,,'7\':irt4,..N,..-C•-.-;,:.1i'4,4 1",p.../•j--...', '' ' ."-1\' \\" •. .."4'-t'''•^.'1,,'.-`•..,,.( 1 IV t - \ _ ( \\ 4 . • i'•. •' ::c':: ' " ' :":-.I.7-77....... • . ,.••/: - : \i‘, p.,13.1.7,' ,....,........„ ....(ci. .1 ,•.,,,•........, .4.• • _*. 4.• "V.t... .,„. ....I . - o' I..' \t. ,S‘.•-, .....,t 11 (C,,..) .. . • . -.4.• + • i ." i I'.. '`.::- ' ••"•-:-.:.--,. . \ ---.. t ...-' Z ° , ) ,, .-,--.. .. _ .. , . 4,, ,...3 ) r\k- - .: 7. . - , \i ''7. ":;\-\--\':,,, (7. 1 (.,, „ti, .i) r 1 l' '- • *TA":, ... •-' if* , -- t °,e) a / ) ''"-r. I 31c:', , L., •- --.1. . 1 ,-",,. - ° - ' -: -) c{30 . \J 0 VZ. ..„„?\\ -" N4,, \ :-„,_ ) .ir."--',,,,, , ' ' - ' .Z)• ''' - ' c , ' . __ -,,,,• /..--,---,......\ „ - „ _ s;•- 'N Atr,...!). ,-- : \ \?1 c....,..\'''''l \ .. • ' -...,,p. 4. .,,,t ."-......„.. -. - ..a, (/) ./.•1'•\.._1 (?,./:(.)I - .... ' 3:, .•4;4 if.'„,\•.,....,.... 4,..-- \ ' e---.\\ ---- • "C:711-) '1.'.4' --70 . ,- y..,_ , ,,,,, ... ,,k. • ....- .••:-. ..., - ,,.... v, )1, \ - 'I. ".1 ',. "',t ili....•••• -7 ,', -;,.. ..,,, ..- : 2 ?_„( ••,, '. - ,-i-.-1. --,-45.7.....__ .1;•.; ',.°," 1: ---....7:1. r ..g ;`"--',.., .... ..k.- L.-_,..1 . .., .__ -,,-,,,...„.......-- . Iii. 3/4\\ ..•::•. '1,.., ', - ) 1 .. 4. ...IS, , )1 7 7 . .1,...O....Z.*S.•1 .:,.‘..N. .......... 7 C.......6.: / ',, I ,...,.4)..4.4:.&.1..' P 1 i N 4 ....- :,.• .i.,t.:1--:. ,...- ,) t., ) F 1.----- .k. 't -:'•'•t** `.... '..7'• •VI - ..., . N 'v4c . f. 7 • R.' ....,.\ '• 't"*".:.:7:.;:l.".. .:1 \\„...\ i'-• • ......‘7_,._, ,) .,A .5.,,, _ l'i•41.A. •", •.71A '".., '14:4 ft .--''''.,:'•4' . ....t 0 '''l 11.) '".4....... ..7. - ,..4 I‘ '44,7s, . $! -. .*4141,• 4,--''' I I (7.•AS : t.. • ..,'::!!: t:'''''' • r: -' '; ....,`...-I L 4 ir./ .../.1y, 11' 4\.,,.N...,,,.. ..„ . . ,f Al 1 it"" ',._._ •, 0 •l ''''s ....,.. '''''400 1 . I l'I:2,le) \ 1: Ike-47...'44. );31, ,',,...- 4" A . A ''''' t.....';-4.-'-.....1- -1•77..".'r.1:-'''''' ,.. ' .•17 ...".? i ., .4.4' • t•A-0 "..'''';/•'tt.:,:;"' '. ') A('"'",., --. ..e......r'''''r r•C'' ;,,.....,. 4'f•t._, 4 . ,,,.„..IfIti,‘„" ... - ..\ , :51sia f.Fs-11,poi,L......."/ / (1 -„;. ::I.:* ::: - • ,.. '.-' , ii' - :.,t\k:4•,...,,,„,....zy , ..__- .,,.:,: I, ... " 4. '2i ' '' •$'(' '.' ' ..1:2:7,-,:‘::•-j'-'..-'4? .:c e ... ,,,_ / .. \ Outfall 001 1 .., . -, .--.7 . • ,- - ,----- -' ) -, ,,- - ' ( , , I.'4), 4,- :;' ,--- r '., '1/ . - ..........„,,.7-,..,.....1 "I• '.'"".\. ) ••' ' -";., ' 4.4' "*.,47- . \ -:,-,',./....-,-- ".k i. ' -... .:'• 1 )' i-V - c-t-1-. I .1°--''' .1 .-•. , \, 1 1.-'*— ,,%0 - - .-1. I • - ° ', 4:0,-,•..., •‘•1•-• ::, 1 14''',.. -,-4,fr'''t".- -,i ^ /•(_-^ <7-z; -.1 . , soisv... 1 , Gem ''•-13'-'...4.'-•!-'%-., \c 1-'. : i •'4;4:''. 1,-, . . .,,,,,,•1-.)... (,,,,,,t.... ..„,..:..„)i., ,,O•. . c..O.. ip I i:..._.." tl, ..„..,.,:,, v....),„ .• •.., ..1.. ,l'.*/.'... ',7 1../..,)%. I f v• "'''..4.....,,...„. • ...-':.>.....4.1.• ' ', ;ic 4-I:I.,l'4 I' '\\i" A..'''."-.4q111 _..- ‘,-.:' v".. '. ''.--)11 -t.„,. 4.. ,,,;!.r -\\I 27--H..?? , ,, t 4.4w,,.. I .'t- !; ,'" - _,.... ... -k"d';---,c---),1 k - \.;;;;;::fr'l ------C ' ,!I" s Mr; 1 I ' 1 • - . _ • " ... ' f'.2":,,,'...el. COPIttight(C)2c!gi,1.tapioch,,Inc. • , T' .:. ‘1"1, g',','"-fj,R,% •i241Y' City of Laurinburg - Leith Creek WWTP Facility Location not to scale State Grid/Quad: 1 , 1.21SW/Laurinburg Latitude: 34°45'2.9"N Drainage Basin: Lumber River Longitude: 79°23'12.3"W Receiving Stream: Big Shoe Heel Creek NPDES Permit No.NC0020656 Stream Class: C NSW Sub-Basin: 03-07-55 Scotland County Page 10 of 10 td L z -n r �o C y 3in G -cnj '' T.1) m 0 0 ' 1:n (i. n {� S o J r 1a / 1 k IA 0 -, � t1 011 q p 1-1 c IT ll) 1G g-30(6 , Fi N 6-J; • ' b n n �— r. v. (0— 3 O ��X . 1� Id 0 O. III 1- 1'1 P1 7 rt -� o _ • Cr. Ib d 1--•0 • ,” }a r N 1r Or; In u jiti L 1 O 0 c. ut N z o -,.7, (I:: /4' r. to NI 5 s 0 tt al d I `r� ri 0 CI, in o V n • c c V j ,- m n r �J �f1 Z. ( " 'D° 1-1 )... [ 1-........44 0 . IP ‘,i---• iii.„,y 7.1 -,.,.... ) ,•R ITI-I, lt, ' :�r� to�c • �,r• �. b r rt Z.rci -1 ,' Al f; r)r` 11 L----------4 r u r 7 r - r O •) i 11 0 L r1(it; j,) _ -, _ - I �� _ City of Laurinburg , \ 11 , Utilities Master Plan ' _____7 I.7 1—___,...- i Layout of Was tewater stewater Treatment Facility \ ----____ Generator Building Equalization Basin Influent Pump r — Station Equalization I Aerator Aerator 713 \\ Pump Basin#1 Basin#2 Grit Chamber • � P ____I- _ ( Secondary Storage 1 t .1 i �__ A I ! Clarifier Building I I I P Influent i II Storage Building1 /,,1° � Sludge Drying Screening g \\ Beds ,' Return Sludge T Pump Oxidation Ditch — ., Effluent } 9 Sludge Drying Beds Flume t` s i f Sludge Holding Recirculation 4 IIr II i III I I` ;, Tank Pump :¢I Ia }j ' i Clarifier#1 Clarifier#2 Chlorine Contact `_ - Control Access Road CL2 House Container Sludge Digestor =�s t Hobbs,Upchurch a Associates,P.A. +co$ ^„via-- , lilt , e. City of Laurinburg Utilities Master Flan Layout of Wastewater Treatment Facility Generator Building Equalization Basin Influent Pump Station Equalization Aerator Aerator Basin#1 Basin#2 Pump - _. { Grit Chamber :° � 1 ?. i Secondary Storage Clarifier Building Influent —"- ,t -- Screening Storage Building >' Sludge Drying 121 y il Beds 1 1 k q 0,, Return Sludge Oxidation Ditch 1 Pump Effluent Sludge Drying Beds Flume 1 t ;I -` 1 1 it'" Sludge Holding Recirculation Tank Pump II 4 Clarifier#1 - _ Chlorine Contact Clarifier#2 "' __ Control __. CL2 _Access Road - House Container Sludge Digestor Huees,upuwrt,sAs-octetaa.P.As -,. ...•. .,,,J.-. .. A. zt