Loading...
HomeMy WebLinkAboutNC0020656_Inspection_20110309ATA NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Dee Freeman Governor • Director Secretary March 9, 2011 Robert Ellis, Treatment Plants Director City of Laurinburg P.O. Box 249 Laurinburg, NC 28379 Subject: Compliance Evaluation Inspection City of Laurinburg Leith Creek Wastewater Treatment Plant NPDES Permit No. NC0020656 Scotland County Dear Mr. Ellis: Enclosed you will find a copy of the Compliance Evaluation Inspection report for the inspection that was conducted on February 3, 2011. A tour of the Wastewater Treatment Plant was conducted as part of the inspection. All observations are in Part D: Summary of Findings/Comments of this inspection report. Suggestion: 1. Please install flow -paced dosage for chlorine and sulfur dioxide. There may be long-tenu cost savings realized by the Laurinburg Leith Creek Wastewater Treatment Plant by the use of flow proportional dosage equipment for chlorine and sulfur dioxide. The reasoning is that during low flow conditions occurring during the evening hours, the dosage of the chlorine and the sulfur dioxide would automatically be reduced, thereby reducing the cost for the disinfectant and de -chlorinating agent. An additional benefit would be that the optimum dosages would be maintained throughout the day and night. Recommendations: 1. Please repair the holes that were in the walls of the chlorine contact chamber. (Please see the photos that are included in this report.) 2. Please repair the bracket on the weir of the aeration basin. 3. Please repair the grit pump that was out -of -service during this CEI. 225 Green St, Suite 714, Fayetteville,NC 28301-5043 Phone: 910-433-33001 FAX: 910-486-07071 Customer Service: 1-877-623-6748 Internet: www.ncwaterquality.org An Equal Opportunity t Affirmative Action Employer One ' NorthCaroli.na . Naturally Mr. Ellis March 9, 2011 Page 2 Requirements: 1. I observed that a high-level flow switch would activate the pump in the sodium hypochlorite storage tank containment area at a preset liquid level. It appeared that the secondary containment would not contain a spill without part of the spill being pumped pass the containment wall and into the storm drain that flowed to Leith Creek. Please follow the requirements for Secondary Containment that is in the Laurinburg Leith Creek Wastewater Treatment Plant's General Stomiwater Permit NCG110123, Part II, Section A, 2, (b) Secondary Containment Requirements and Records: "If the secondary containment devices are connected directly to stoiinwater conveyance systems, the connection shall be controlled by manually activated valves or other similar devices (which shall be secured closed with a locking mechanism), and any stoiuiwater that accumulates in the containment area shall be at a minimum visually observed for color, foam, outfall staining, visible sheens and dry weather flow, prior to release of the accumulated stormwater". 2. Beginning with July 2010, please send to DWQ the amended Effluent 001 DMRs so that they are in agreement with the Suspended Residue Requirement for minimum reporting limit that is stated in the Laboratory Certification report (dated June 9, 2010). Please send the amended DMRs and a copy of each to Mail Service Center 1617 in Raleigh. If you have questions concerning the minimum reporting limit, please phone Tonja Springer (919) 733-3908, ext 241. The amended DMRs are asked as according to NPDES Permit NC0020656, Part II, Section E, (8): "Where the Peimiittee becomes aware that it failed to submit any relevant facts in a permit application, or submitted incorrect infoiuiation in a permit application or in any report to the Director, it shall promptly submit such facts or information [40 CFR 122.41 (1) (8)]." 3. Please immediately implement a Plan -Of -Action to prevent spillage of sludge onto the ground when transferring from the Sludge Holding Tank or the Aerobic Digester, and please send this Office the Leith Creek WWTP's procedure to prevent sludge onto the ground, and possibly into the stoiui drain. 4. Please explain why the sludge was spilled near each of the sludge holding tanks during transfer to the sludge hauling truck. 5. Please answer the following nine questions: A. Please explain why there was 12 feet of sludge blanket in Clarifier #3 at the time of the CEI, as I understood that the' small holding tank was emptied on January 21, and was filled and decanted daily. B. Are there plans for adding a new 650,000 digester (#3), as was in the February 2005 request from Hobbs, Upchurch and Associates? C. What are the plans for the unused sludge hauling truck that is located at the WWTP? D. According to the NPDES NC0020656 permit application, dated February 5, 2009, you try to land apply 3.2 million gallons each year. Please explain why the actual Mr. Ellis March 9, 2011 Page 3 gallons that were land applied for each year amounted to a quarter of the predicted amount. Please see the enclosed February 5, 2009 cover letter for the NPDES Peiinit Renewal (NC0020656) from the City of Laurinburg, that states in part: "We try to perform four land application events per year for a total of 3.2 million gallons. However if we need to apply more we will lime stabilize to perfoinu these events more frequently". Actual Amount of Sludge that was land applied: Year Event days % Solids Gallons land applied 2006 ls` event) April 10 thru April 14 2.97 787,000 2nd event) November 20 thru December 4 1.19 930,000 2007 lst event) May 1 thru May 8 1.21 819,000 2nd event) December 11 thru December 20 2.18 to 2.97 839,500 2008 May 15 thru May 24 1.38 773,500 2009 May 14 thru May 20 1.34 806,000 2010 January 19 thru January 29 ? • 806,000 2011 January 21 thru early February ? 810,000 As according to NPDES Permit NC0020656, . Part II, Section E, (8): "Where the Peinuittee becomes aware that it failed to submit any relevant facts in a permit application, or submitted incorrect information in a penult application or in any report to the Director, it shall promptly submit such facts or information [40 CFR 122.41 (1) (8)]." E. To what unit does the decant from digester #1 flow? F. To what unit does the decant from digester #2 flow? G. What unit(s) send Waste Activated Sludge flow to the small digester? H. What unit(s) send Waste Activated Sludge flow to the large digester? I. Does flow go from the small digester to the large digester, or from the large digester to the small digester? Mr. Ellis March 9, 2011 Page 4 Please reply to this Office, due by April 20, 2011, concerning all of the above listed suggestion, recommendations, and requirements. I appreciate the time and professional courtesy that was extended by you and Ricky Odum (Back -Up ORC) during the inspection. If you have any questions or comments concerning this report, please contact me at (910) 433-3312. Sincerely, Dale Lopez Environmental Specialist /dl Enclosure: EPA Water Compliance Inspection Report Regional Field Inspectors Check List for Field Parameters Four digital images at the Laurinburg Leith Creek WWTP City of Laurinburg letter, dated February 5, 2009 cc: Ricky Odum, Laurinburg Leith Creek WWTP Back -Up ORC FRO Files (Mark_Brantley)7 United States Environmental Protection Agency EPq Washington, D.C. 20460 A Water Compliance Inspection Report Form Approved. OMB No. 2040-0057 Approval expires 8-31-98 Section A: National Data System Coding (Le., PCS) Transaction Code NPDES -. - -:__ yr/mo/day - - Inspection 1 I NI•2 I sl 31 NC0020656 I,11 - 12I 1.3:702/03' I '17 Type Inspector Fac Type 18I CI 19I SI 20I II . Remarks 2111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII68 Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA----------------- 67I 4.0 169 •70I I 711 I 72 I I 731 I 174 751 I I I I I I 180 Section B: Facility.Data Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include POTW name and NPDES permit Number) . Leith Creek WWTP Hall St Extension Laurinburg NC 28352 Entry Time/Date 10:30 AM 11/02/03 Permit Effective Date 09/11/01 Exit Time/Date 03:00 PM 11/02/03 Permit Expiration Date 14/08/31 .Name(s) of Onsite Representative(s)ffitles(s)/Phone and Fax Number(s) /// Robert A. Ellis/ORC/910-277-0214/ Other Facility Data Name, Address of Responsible Official/Title/Phone and Fax Number Contacted Robert A. Ellis,PO Box 249 Laurinburg NC 28353//910-277-0214/ No Section C: Areas Evaluated During Inspection (Check only those areas evaluated) Permit Flow Measurement • Operations & Maintenance Records/Reports Self -Monitoring Program Sludge Handling Disposal Facility Site Review • Laboratory Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary) (See attachment summary) Name(s) and Sia ature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date Dale Lopez J �1FRO WQ//910-433-3300 Ext.712/ X 4/ Signature of Management Q A Revi wer Agency/Office/Phone and Fax Numbers Date 3 —1 d —11 EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete. Page # 1 31 NPDES NC0020656 yr/mo/day 111 121 11/02/03 117 Inspection Type 18ICI (cont.) 1 Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary) Enclosed you will find a copy of the Compliance Evaluation Inspection report for the inspection that was conducted on February 3, 2011. A tour of the Wastewater Treatment Plant was conducted as part of the inspection. All observations are in Part D: Summary of Findings/Comments of this inspection report. The following notes were taken during a tour of the Wastewater Treatment Plant that was conducted as part of the inspection. The automatic bar screen and hydraulic press appeared to be in good working condition. The automatic bar screen could be operated in either the automatic or the manual modes. The grit chamber unit was operational; however, one grit pump was out -of -service for an electrical repair. When the automatic dialer for the influent pump station was activated, the water treatment plantwas dialed first, then the police station, and finally the on -call operator. The wastewater treatment plant operators were on -site from 7 AM until 4 PM, Monday through Friday. On weekends, the on -call operator routinely checked the pump stations, the WWTP, and performed the weekend laboratory work. Both influent pumps were operational. The pumps were automatically rotated each time that the influent wastewater switch was activated. The influent 24-hour composite sampler and refrigerator were located near the two influent Parshall Flumes; and, each flume had an ultrasonic flow meter. Both the influent pump station generator and the WWTP generator were exercised under -load for approximately 1-to 1 1/2 hours by means of the manual switchover on the first Monday of each month. Both generators were capable of automatic switchover.if the electrical power failed. The generator's fuel tanks were maintained at 3/ full. The generator for the WWTP was capable of handling all of the wastewater treatment plant. Every morning, the auto dialer and the EQ pumps were checked by shutting off all of the influent pumps at the influent pump station, thereby allowing the influent wastewater level to increase. This activated the float switch for the EQ pump station, and it also activated the auto dialer. This daily test resulted in the transfer of approximately 1,000 gallons of raw wastewater into the EQ basin. On each Thursday or Friday, the EQ basin was drained of the raw wastewater that had accumulated during the week of daily testing. The oxidation ditch and the clarifier #3 were both operational. On the extended aeration side of the WWTP, the aerators were turned on and off by a timer. The DO was routinely between 1.0 to 2.0 mg/L. The scum that was collected at clarifiers #1 and #2 flowed to the head of Side 1. The scum that was collected at clarifier #3 (on Side Two) was pumped back to the splitter mixing box near the headworks, and was later pumped back into all three aeration basins. Clarifier weirs were swept during routine daily cleaning. On "Side One", the chlorine contact chamber was pumped out whenever the solids depth in the chlorine contact chamber was between 10 to 12 inches; according to Mr. Odum, this occurred approximately every three days. During the cleaning procedure, the contents of the chlorine contact chamber flowed to the wet well, and then the solids were pumped to the head of the plant. The total depth of the chlorine contact chamber was thirteen feet. The automatic switchover units for the chlorine and sulfur dioxide cylinders were both operational. Neither the sulfur dioxide dechlor nor the sodium hypochlorite disinfectant were set up for flow paced dosage. At the time of this CEI, EMA Resources was in the process of hauling sludge from the City of Laurinburg's WWTP to the land application site at LMAC. This hauling event began on January 21, 2011. Approximately 810,000 gallons was hauled. The small holding tank was emptied on January 21 st (for a depth of 9-feet). It was filled and decanted daily. The large holding tank was 20-feet deep, and 15-feet of sludge had been already been taken out by the time of this CEI. According to Mr. Odum, they had previously intended to haul sludge during December 2010, but they were delayed from hauling due to the very cold and wet weather conditions. The effluent flow meter was not working at the time of this CEI. It had stopped working on January 26, 2011 (eight days before the CEI). Therefore, the flow proportional 24-hour composite sample was also not working. According to Mr. Odum, the Effluent 24-hour composite sampler was delivering 200 mL of Effluent per 30 minutes. J. S. Desmute, Inc. had been contacted to repair the flow meter, and he was expected to arrive two days before this inspection. According to the ORC, the flowmeter was repaired on February 3, 2011. Page # 2 Permit: NC0020656 Inspection Date: 02/03/2011 Owner - Facility: Leith Creek VUWTP Inspection Type: Compliance Evaluation Suggestion: 1. Please install flow -paced dosage for chlorine and sulfur dioxide. There may be long term,cost savings realized by the Laurinburg Leith Creek Wastewater Treatment Plant by the use of flow:proporttional dosage equipment for chlorine and sulfur dioxide. The reasoning is that during low flow.conditions occurring during the evening hours, the dosage of the chlorine and the sulfur dioxide would automatically be reduced, thereby reducing the cost for the disinfectant and de -chlorinating agent. An additional benefit would be that the optimum dosages would be maintained throughout the day and night. Recommendations: 1. Please repair the holes that were in the walls of the chlorine contact chamber. (Please see the photos that are included in this report.) 2. Please repair the bracket on the weir of the aeration basin. 3. Please repair the grit pumpthat was out -of -service during this CEI. Requirements: 1. I observed that a high-level flow switch would activate thepump in the sodium hypochlorite storage tank containment area at a preset liquid level. It appeared that the secondary containment would not contain a spill without part of the spill being pumped pass the containment wall and into the storm drain that flowed to Leith Creek. Please follow the requirements for Secondary Containment that is in the Laurinburg Leith Creek Wastewater Treatment Plant's General Stormwater Permit NCG110123, Part II, Section A, 2, (b) Secondary Containment Requirements and Records: "If the secondary containment devices are connected directly to stormwater conveyance systems, the connection shall be controlled by manually activated valves or other similar devices (which shall be secured closed with a locking mechanism), and any stormwater that accumulates in the containment area shall be at a minimum visually observed for color, foam, ouffall staining, visible sheens and dry weather flow, prior to release of the accumulated stormwater". " 2. Beginning with July 2010, please send to DWQ the amended Effluent 001 DMRs so that they are in agreement with the Suspended Residue Requirement for minimum reporting limit that is stated in the Laboratory Certification report (dated June 9, 2010). Please send the amended DMRs and a copy of each to Mail Service Center 1617 in Raleigh. If you have questions concerning the minimum reporting limit, please phone Tonja Springer (919) 733-3908, ext 241. The amended DMRs are asked as according to NPDES Permit NC0020656, Part II, Section E, (8): "Where the Permittee becomes aware that it failed to submit any relevant factsin a permit application, or submitted incorrect informationin a permit application, or in any report to the Director, it shall promptly submit such facts or information [40 CFR 122.41 (1) (8)]." 3. Please immediately implement a Plan -Of -Action to prevent spillage of sludge onto the ground when transferring from the Sludge Holding Tank or the Aerobic Digester, and please send this Office the Leith Creek WWTP's procedure to prevent sludge onto the ground, and possibly into the storm drain. 4. Please explain why the sludge was spilled near each of the sludge holding tanks during transfer to the sludge hauling truck. 5. Please answer the following nine questions: A. Please explain why there was 12 feet. of sludge blanket in Clarifier #3 at the time of the CEI, as I understood that the small holding tank was emptied on January 21, and was filled and decanted daily. B. Are there plans for adding a new 650,000 digester (#3), as was in the February 2005 request from Hobbs, Upchurch and Associates? C. What are the plans for the unused sludge hauling truck that is located at the WWTP? D. According to the NPDES NC0020656 permit application, dated February 5, 2009, you try to land apply 3.2 million gallons each year. Please explain why the actual gallons that were land applied for each year amounted to a quarter of the predicted amount. Please see the. enclosed February 5, 2009 cover letter for the NPDES Permit Renewal (NC0020656) from the City of Laurinburg, that states in part: "We try to perform four land application events per year for a total of 3.2 million gallons. However if we need to apply more we Page # 3 Permit: NC0020656 Owner - Facility: Leith Creek WWTP Inspection Date: 02/03/2011 Inspection Type: Compliance Evaluation will lime stabilize to perform these events more frequently". As according to NPDES Permit NC0020656, Part II, Section E, (8): "Where the Permittee becomes aware `. ; that it failed to submit any relevant facts in a permit application, or submitted incorrect information in a permit application or in any report to the Director, it shall promptly submit such facts or information [40 CFR 122.41 (1) (8)]." E. To what unit does the decant from digester #1 flow? F. To what unit does the decant from digester #2 flow? G. What unit(s) send Waste Activated Sludge flow to the small digester? H. What unit(s) send Waste Activated Sludge flow to the large digester? I. Does flow go from the small digester to the large digester, or from the large digester to the small digester? Please reply to this Office, due by April 20, 2011, concerning all of the above listed suggestion, recommendations, and requirements. I appreciate the time and professional courtesy that was extended by you and Ricky Odum (Back -Up ORC) during the inspection. If you have any questions or comments concerning this report, please contact me at (910) 433-3312. Page # 4 Permit: NC0020656 Owner - Facility: Leith Creek VWVTP Inspection Date: 02/03/2011 Inspection Type: Compliance Evaluation Operations & Maintenance Is the plant generally clean with acceptable housekeeping? Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge Judge, and other that are applicable? Comment: Permit ' Yes No NA NE (If the present permit expires in 6 months or less). Has the permittee submitted a new application? n n ■ n Is the facility as described in the permit? ® ❑ ❑ # Are there any special conditions for the permit? a n ❑ ❑ Is access to the plant site restricted to the general public? ■ n n n Is the inspector granted access to all areas for inspection? . 1n n n Comment: Record Keeping Are records kept and maintained as required by the permit? ■ n, ❑ n Is all required information readily available, complete and current? 1n n n Are all records maintained for 3 years (lab. reg. required 5 years)? ■ n n ❑ Are analytical results consistent with data reported on DMRs? ■ n ❑ n Is the chain -of -custody complete? ■ ❑ ❑ Dates, times and location of sampling ■ Name of individual performing the sampling ■ Results of analysis and calibration ■ Dates of analysis ■ Name of person performing analyses ■ Transported COCs ■ Are DMRs complete: do they include all permit parameters? ■ ❑ ❑ ❑ Has the facility submitted its annual compliance report to users and DWQ? ■ ❑ ❑ ❑ (If the facility is = or > 5 MGD permitted flow) Do they operate 24/7 with a certified operator on each shift? n n ■ ❑ Is the ORC visitation log available and current? ■ n ❑ n Is the ORC certified at grade equal to or higher than the facility classification? ■ n ❑ ❑ Is the backup operator certified at one grade less or greater than the facility classification? 1❑ ❑ n Is a copy of the current NPDES permit available on site? ■ ❑ ❑ ❑ Yes No NA NE ❑ n ■nnn Yes No NA NE Page # 5 Permit: NC0020656 Owner - Facility: Leith Creek VWVfP Inspection Date: 02/03/2011 Inspection Type: Compliance Evaluation Record Keeping Facility has copy of previous year's Annual Report on file for review? Comment: Beginning with July 2010, please send to DWQ the amended Effluent 001 DMRs so that they are in agreement with the Suspended Residue Requirement for minimum reporting limit that is stated in the Laboratory Certification report (dated June 9, 2010). Please send the amended DMRs and a copy of each to Mail Service Center 1617 in Raleigh. If you have questions concerning the minimum reporting limit, please phone Tonja Springer (919) 733-3908, ext 241. Flow Measurement - Effluent # Is flow meter used for reporting? Is flow meter calibrated annually? Is the flow meter operational? (If units are separated) Does the chart recorder match the flow meter? Comment: The effluent flow meter was not working at the time of this CEI. It had stopped working on January 26, 2011 (eight days before the CEI). Therefore, the flow proportional 24-hour composite sample was also not working. According to Mr. Odum, the Effluent 24-hour composite sampler was delivering 200 mL of Effluent per 30 minutes. J. S. Desmute, Inc. had been contacted to repair the flow meter, and he was expected to arrive two days before this inspection. According to the ORC, the flowmeter was repaired on February 3, 2011. Yes No NA NE ❑ ❑ ❑ ■ Yes No NA NE ■ nnn ■ nnn n ■nn ❑ ❑❑■ Aerobic Digester Yes No NA NE Is the capacity adequate? ■ ❑ ❑ ❑ Is the mixing adequate? ■ n n n Is the site free of excessive foaming in the tank? O . ❑ ❑ ❑ # Is the odor acceptable? ■ n n n # Is tankage available for properly waste sludge? ■ ❑ ❑ n Comment: Drying Beds Yes No NA NE Is there adequate drying bed space? ■ ❑ ❑ ❑ Is the sludge distribution on drying beds appropriate? ■ n n ❑ Are the drying beds free of vegetation? ■ n n ❑ # Is the site free of dry sludge remaining in beds? ■ ❑ ❑ n Is the site free of stockpiled sludge? ■ ❑ ❑ ❑ Is the filtrate from,sludge drying beds returned to the front of the plant? ■ ❑ ❑ ❑ # Is the sludge disposed of through county landfill? ■ n ❑ n Page # 6 Permit: NC0020656 Owner - Facility: Leith Creek wWTP Inspection Date: 02/03/2011 Inspection Type: Compliance. Evaluation Drying Beds Yes No NA NE # Is the sludge land applied? I. 0 0 0 (Vacuum filters) Is polymer mixing adequate? ® ❑ ❑ ❑ Comment: Solids Handling Equipment Yes No NA NE Is the equipment operational? ® ❑ ❑ ❑ Is the chemical feed equipment operational? - ❑ ❑ ® ❑ Is storage adequate? flfl ❑ ❑ ❑ Is the site free of high level of solids in filtrate from filter presses or vacuum filters? ❑ ❑ ® ❑ Is the site free of sludge buildup on belts and/or rollers of filter press? ❑ ❑ ❑ Is the site free of excessive moisture in belt filter press sludge cake? ❑ ❑ ■ ❑ The facility has an approved sludge management plan? ❑ ❑ ❑ ■ Comment: Pump Station - Influent Yes No NA NE Is the pump wet well free of bypass lines or structures? ®❑ ❑ n Is the wet well free of excessive grease? • ❑ ❑ ❑ Are all pumps present? ■ ❑ ❑ ❑ Are all pumps operable? ■ ❑ ❑ ❑ Are float controls operable? • ❑ ❑ ❑ Is SCADA telemetry available and operational? ❑ ❑ ❑ Is audible and visual alarm available and operational? ®❑ ❑ ❑ . Comment: When the automatic dialer for the influent pump station was activated, the water treatment plant was dialed first, then the police station, and finally the on -call operator. Pump Station - Effluent Yes No NA NE Is the pump wet well free of bypass lines or structures? E n ❑ ❑ Are all, pumps present? 11000 Are all pumps operable? ■ ❑ ❑ ❑ Are float controls operable? i ❑ ❑ ❑ Is SCADA telemetry available and operational? ❑ ❑ ❑ Is audible and visual alarm available and operational? !! ❑ ❑ ❑ Page # Permit: NC0020656 Owner - Facility: Leith Creek VWVTP Inspection Date: 02/03/2011 Inspection Type: Compliance Evaluation Pump Station - Effluent Yes No NA NE Comment: Bar Screens Yes No NA NE Type of bar screen a. Manual b. Mechanical • Are the bars adequately screening debris? IN ❑ ❑ ❑ Is the screen free of excessive debris? i ❑ ❑ ❑ Is disposal of screening in compliance? ®❑ ❑ ❑ Is the unit in good condition? ■ ❑ ❑ ❑ Comment: Grit Removal Yes No NA NE Type of grit removal a.Manual ❑ b.Mechanical Is the grit free of excessive organic matter? • ❑ ❑ Is the grit free of excessive odor? ■ ❑ ❑ ❑ # Is disposal of grit in compliance? ■ ❑ ❑ ❑ Comment: The grit chamber unit was operational; however, one grit pump was out -of -service for an electrical repair. Equalization Basins Yes No NA NE Is the basin aerated? ■ ❑ ❑ ❑ Is the basin free of bypass lines or structures to the natural environment? ■ ❑ ❑ ❑ Is the basin free of excessive grease? ■ ❑ ❑ ❑ Are all pumps present? ■ ❑ ❑ ❑ Are all pumps operable? ■ ❑ ❑ ❑ Are float controls operable? ■ ❑ ❑ ❑ Are audible and visual alarms operable? ■ ❑ ❑ ❑ # Is basin size/volume adequate? ■ ❑ ❑ ❑ Comment: Secondary Clarifier Yes No NA NE Page # 8 Permit: NC0020656 Owner - Facility: Leith Creek VWVfP Inspection Date: 02/03/2011 Inspection Type: Compliance Evaluation Secondary Clarifier Is tfe clarifier.free of black and odorous wastewater? Is the site free of excessive buildup of solids in center well of circular clarifier? Are weirs level? Is the site free of weir blockage? • Is the site free of evidence of short-circuiting? Is scum removal adequate? Is the site free of excessive floating sludge? Is the drive unit operational? Is the return rate acceptable (low turbulence)? Is the overflow clear of excessive solids/pin floc? Is the sludge blanket level acceptable? (Approximately''/< of the sidewall depth) Comment: There 12 feet of sludge blanket in Clarifier #3 at the time of the CEI. Aeration Basins Mode of operation Type of aeration system Is the basin free of dead spots? Are surface aerators and mixers operational?. Are the diffusers operational? Is the foam the proper color for the treatment process? Does the foam cover less than 25% of the basin's surface? Is the DO level acceptable? Is the DO level acceptable?(1.0 to 3.0 mg/I) Comment: Please repair the bracket on the weir of the aeration basin. Oxidation Ditches Are the aerators operational? Are the aerators free of excessive solids build up? # Is the foam the proper color for the treatment process? Does the foam cover less than 25% of the basin's surface? Is the DO level acceptable? Yes No NA NE ■ ❑ ❑ ❑ ■ nnn ■ nnn ■ nnn ■ nnn ■ nnn snnn ■ nnn •nnn ■ nnn Florin Yes No NA NE Ext. Air Fixed o nnn ■ nnn ■ nnn ■ nrrn • nnn ■ nnn ®nnn Yes No NA NE ■ ❑ ❑ ❑ ■ nnn o nnn o nnri ■ nnn Page # 9 Permit: NC0020656 Owner - Facility: Leith Creek VWVfP Inspection Date: 02/03/2011 Inspection Type: Compliance Evaluation Oxidation Ditches Yes No NA NE Are settleometer results acceptable (> 30 minutes)? ❑ ❑ ❑ IE Is the DO level acceptable?(1.0 to 3.0 mg/I) ® ❑ ❑ ❑ Are settelometer results acceptable?(400 to 800 ml/I in 30 minutes) ❑ ❑ ❑ ■ Comment: De -chlorination Yes No NA NE Type of system ? Gas Is the feed ratio proportional to chlorine amount (1 to 1)? ■ ❑ ❑ ❑ Is storage appropriate for cylinders? ® ❑ ❑ ❑ # Is de -chlorination substance stored away from chlorine containers? ❑ ❑ ■ ❑ Comment: Are the tablets the proper size and type? ❑ ❑ ■ ❑ Are tablet de -chlorinators operational? ❑ ❑ ■ ❑ Number of tubes in use? Comment: Standby Power Yes No NA NE Is automatically activated standby power available? ■ ❑ ❑ ❑ Is the generator tested by interrupting primary power source? E n ❑ ❑ Is the generator tested under Toad? n ❑ ❑ n Was generator tested & operational during the inspection? ■ ❑ ❑ ❑ Do the generator(s) have adequate capacity to operate the entire wastewater site? ■ ❑ n n Is there an emergency agreement with a fuel vendor for extended run on back-up power? ❑ ❑ ❑ ■ Is the generator fuel level monitored? E n 0 ❑ Comment: Pumps-RAS-WAS Yes No NA NE Are pumps in place? ■ ❑ ❑ ❑ Are pumps operational? ■ ❑ ❑ ❑ Are there adequate spare parts and supplies on site? 0 ❑ ❑ ■ Comment: Laboratory Yes No NA NE Are field parameters performed by certified personnel or laboratory? ■ n ❑ n Page # 10 Permit: NC0020656 Owner - Facility: Leith Creek wWTP Inspection Date: 02/03/2011 Inspection Type: Compliance Evaluation Laboratory Yes No NA NE Are all other parameters(excluding field parameters) performed by a certified lab? ®❑ ❑ ❑ # Is the facility using a contract lab? ■ ❑ ❑ ❑ # Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees Celsius)? ■ n n n Incubator (Fecal Coliform) set to 44.5 degrees Celsius+/- 0.2 degrees? E ❑ ❑ ❑ Incubator (BOD) set to 20.0 degrees Celsius +/- 1.0 degrees? ■ ❑ ❑ ❑ Comment: Effluent Sampling Yes No NA .NE Is composite sampling flow proportional? ■ ❑ ❑ ❑ Is sample collected below all treatment units? I■ ❑ ❑ ❑ Is proper volume collected? ■ n n n Is the tubing clean? ■ n n n # Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees Celsius)? ■ ❑ ❑ ❑ Is the facility sampling performed as required by the permit (frequency,,sampling type representative)? ■ n n n Comment: The effluent flow meter was not working at the time of this CEI. It had stopped working on January 26, 2011 (eight days before the CEI). Therefore, the flow proportional 24-hour composite sample was also not working. According to Mr. Odum, the Effluent 24-hour composite sampler was delivering 200 mL of Effluent per 30 minutes. According to the ORC, the flowmeter was repaired on February 3, 2011. Disinfection -Liquid Is there adequate reserve supply of disinfectant? (Sodium Hypochlorite) Is pump feed system operational? Is bulk storage tank containment area adequate? (free of leaks/open drains) Is the level of chlorine residual acceptable? Is the contact chamber free of growth, or sludge buildup? Is there chlorine residual prior to de -chlorination? Yes No NA NE ■ nnn ■nnn n■nn in❑❑ ■ ❑ ❑ ❑ ■ nnn Page # 11 Permit: NC0020656 Owner - Facility: Leith Creek wWTP Inspection Date: 02/03/2011 Inspection Type: Compliance Evaluation Disinfection -Liquid Comment: I observed that a high-level flow switch would activate the pump in the sodium hypochlorite storage tank containment area at a preset liquid level. Please follow the requirements for Secondary Containment that is in the Laurinburg Leith Creek Wastewater Treatment Plant's General Stormwater Permit NCG110123, Part II, Section A, 2, (b) Secondary Containment Requirements and Records: "If the secondary containment devices are connected directly to stormwater conveyance systems, the connection shall be controlled by manually activated valves or other similar devices (which shall be secured closed with a locking mechanism), and any stormwater that accumulates in the containment area shall be at a minimum visually observed for color, foam, ouffall staining, visible sheens and dry weather flow, prior to release of the accumulated stormwater". Yes No NA NE Page # 12 Regional Field Inspectors Check List for Field Parameters Name of site to be Inspected: Laurinburq WWTP Date: Februa . `',2011 Field certification # (if applicable): 133 Inspector: . - Dale Lopez NPDES #:NC0020656 Region: FRO I. Circle the parameter or parameters performed at this site. Residual Chlorine , Settleable Solids, pH DO Conductivity Temperature II. Instrumentation: A. Does the facility have the equipment necessary to analyze field parameters as circled above? 1. A pH meter YSI 60, performed at the site 2. A Residual Chlorine meter fres The five -standard curve was performed on March 30, 2010 HACH DR 2400, performed at the site 3. DO meter YSI 550, performed at the site 4. A Cone for settleable solids 5. A thermometer or meter that measures temperature. YSI 60, performed at the site 6. Conductivity meter Orion 3 Star Conductivity Portable, performed in the laboratory III. Calibration/Analysis 1. Is the pH meter calibrated with 2 buffers and checked with a third buffer each day of use? 2. For Total Residual Chlorine, is a check standard analyzed each day of use? 10 pg/L and 300 pg/L 3. Is the air calibration of the DO meter performed each day of use? 4. For Settleable Solids, is 1 liter of sample settled for 1 hour? 5. Is the temperature measuring device calibrated annually against a certified thermometer? NIST crosscheck was on February 24, 2010 Yes 1Yes No No No Yes No Yes fres IYes !Yes Yes Yes NYes 6. For Conductivity, is a calibration standard analyzed each day of use? 1Yesl, No No No No No No IV. Documentation: 1. Is the date and time that the sample was collected documented? 2. Is the sample site documented? 3. Is the sample collector documented? 4. Is the analysis date and time documented? 5. Did the analyst sign the documentation? 6. Is record of calibration documented? 7. For Settleable Solids, is sample volume and 1 hour time settling time documented? 8. For Temperature, is the annual calibration of the measuring device documented? fres fres Yes fres Yes Yes Yes fres No No No No No No No No Comment: 7 pH Buffer expiration date was July 2012 10 pH Buffer expiration date was May 2011 4 pH Buffer expiration date was July 2013 Please submit a copy of this completed form to the Laboratory Certification Program. DWQ Lab Certification Chemistry Lab Courier # 52-01-01 FIELD INSPECTOR CHECKLIST REV. 04/23/2002 i1ij of Cattrithur OFFICE OF THE TREATMENT PLANTS DIRECTOR February 5, 2009 All-AmeHca City 1 I 95 3 1967 Mrs. Dina Sprinkle NCDENR / Water Quality / Point Source Branch 1617 Mail Service Center Raleigh, NC 27699-1617 • D[i 'IR - WATER QUALITY Subject: Renewal Application Packet �� ,� BRANCH ,� Permit# NC0020656 F-t` 'I I1SOURCE Leith Creek Wastewater Treatment Plant Dear Mrs. Sprinkle: Enclosed is the NPDES koln LA Application fo trmit Number NC0020656, the City of Laurinburg's Leith, Creek WWTP.• We are requesting a renewal for this permit. • y^,wry+ :.: cr,2r• Question B 1: The governing board originally adopted the CIP March 19, 2002. Since •then the CIP has been updated an nually to re lect the needs of the collection system and pump stations to help eliminate Inflow& Iiifiltration:concerns. Co es of the current CIP are attached for your evjew The Authorized Representatrv;. `- r Craig Honeycutt, City Manager. Sludge that is generated.:at this>.facility'is land applied at Laurinburg 'Maxton Airport in connection with Land Application. ofResiduals Permit Numbex`WQ0002526: Leith Creek WWTP has two aerobic digesters with a total volume of 80kr,g00 gallons. We try to perform four land application events per`ye it for�ajotal of 3.2g`mjllion gallons. However if we needtoa 1y more we will lime stabilize to perform these events more frequently. We have one additional fathead minnow toxicity test to complete for the permit renewal requirements. This test is being analyzed by our contract lab at this time. We will forward the results as soon as we receive them. If you have any questions concerning this Renewal request please contact me at 910-277- 0214 Sincerely, Robert E. Ellis Treatment Plants Director 603 LAUCHWOOD DRIVE 0 P.O. BOX 249 ® LAUR.IMBURG, M.C. 28353 o PHONE: 910/277-0214 0 FAX: 910/277-3633 city of Caurirhurg OFFICE OF THE TREATMENT PLANTS DIRECTOR NC Dept. of Environment and Natural Resources Division of Water Quality Mr. Dale Lopez Environmental Specialist 225 Green St., Suite 714 Fayetteville, NC 28301 Re: Compliance Evaluation Inspection City of Laurinburg Leith Creek Wastewater Treatment Plant NPDES Permit No. NC0020656_ Scotland County Dear Mr. Lopez: AII-America City 1I r 1956 2 3 1967 bENI -fRO APR 20 2011 This letter is in response to'.the inspection that you conducted on February 3, 2011 at our facility. Suggestion: 1. I would agree in the long run to install a flow paced dosage £or chlorine and - sulfur dioxide�system would bebeneficial However there is not an economical way to install this, -system: without'a major investment. Currently the flow meter we would have to incorporate.ii orderrto operate a flow -paced system is at the cascade aerator and we do nOthalve'a. line of ition rfrom the aerator back to the treatment plant. Recommendations: 1. We are in the process of locating a contractor who can repair the contact chamber. Personally I don't see this being a major issue and the reason being is the contact chamber is in service way more that they are being pumped out. Therefore, the only time the leaks occur is when one side is down for cleaning purposes. 2. We are in the process of scheduling repair work on the aeration with a broken bracket on the weir of the aeration basin. This will be repaired during this project. 3. The grit pump at the influent pump station is back in service. 603 LAUCHWOOD DRIVE • P.O. BOX 249 • LAURINBURG, N.C. 28353 • PHONE: 910/277-0214 • FAX: 9101277-3633 Requirements: 1. In order to comply with our Storm Water Permit at Leith Creek we will manually activate valves and the sump pump in the containment area as needed. 2. Please see the attached corrected DMR copies for July 2010 — December 2010. We also submitted these corrected copies to Raleigh, NC. 3. The sludge that was observed on the ground around the digesters was not caused by the transferring of the sludge from the digesters to the tankers. It was the result of the breaking down of the piping from the transfer pump after the pumping was finished. The sludge was cleaned up using the City's vacuum truck and lime was applied to the areas. During future sludge removal events we will build a temporary birm around the storm drain to prevent any sludge runoff reaching the storm drain. 4. The sludge spilled was the result of breaking down of the piping from the transfer pump after the pumping was finished. There is always some residual sludge left in the piping and it is impossible not to get any on the ground. Any sludge that is spilled is cleaned up and lime is applied to the area. 5. A. We had scheduled for the sludge to be removed from the plant in December, however due to our haulers running behind because of the weather conditions we were maintaining more sludge than normal. The small digester (#1) only holds 131,880 gallons and once it is full we are only capable of decanting off 28,260 gallons at a time. Also during this time the large digester (#2) which holds 680,120 gallons was being emptied by the contracted sludge hauler. B. We request monies for a new 650,000 digester every year in our budget request. C. We are in the process of trying to partner with a local farmer to begin using the sludge hauler at the Wastewater Treatment Plant. D. We try to land apply 3.2 million gallons each year, that amount is based on if we land apply four times during the year. Due to utilizing our drying beds throughout the year and the fact that our influent flow has decreased our sludge production has decreased. However we feel it is prudent that 3.2 million gallons be the permitted amount so that we have an adequate parameter to work within. From 2006 — 2010 1,260,871 gallons of sludge was applied to the drying beds. E. The decant from the small digester (#1) flows to the RAS wet well on Side #1 of the plant. F. The decant from the large digester (#2) flows to RAS wet well on Side #1 of the plant. G. The side #1 and side #2 can be wasted to the small digester. H. The Side #1 and Side #2 RAS pump stations sends Waste Activated Sludge to digester #2. I. The flow does not flow between the two digesters. Please call me if you have any questions. Sincerely, Robert Ellis City of Laurinburg Treatment Plants Director Cc: Ricky Odom, WWTP Chief Operator DENR FRO Copyright © 1992-1996, WindowChem Softwarer., Inc.,(707)864-0845, All rights reserved. http://www.windowchem.com EFFLUENT APR 2`i}: ZWi NPDES PERMIT NO. NC0021661 DISCHARGE NO. 001 MONTH ,1�1y- _ _ YEAR 2010 OTLAND FACILITY NAME PILKINGTON NORTH AMERICA WWTP OPERATOR IN RESPONSIBLE CHARGE (ORC) RICKY ODOM CLASS II COUN GRADE III CERTIFIED LABORATORIES (1) LEITH CREEK LABORATORY CHECK BOX IF ORC HAS CHANGED Mail ORIGINAL and ONE COPY to: ATTN: CENTRAL FILES DIVISION OF WATER QUALITY 1617 MAIL SERVICE CENTER RALEIGH, NC 27699-1617 (2) PHONE (910 ) 276-3522 PERSON(S) COLLECTING SAMPLES R. ODOM & B. MURRAY �C.O REC ED�LOPY (SIGNATURE OF OPERATOR IN RESPONSIBLE CHARGE) BY THIS SIGNITURE, I CERTIFY THAT THE REPORT IS ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE DATE w F- Q 0 E F Y O t 0 Q0 N O Operator Time On Site ORC On Site?• 50050 00010 . 00400 50060 FLOW EFF INF 0 J w F- 0 TEMPERATURE rn J W 0 1 z 0 -J 0 J 0 N w 00310 00610 00530 31616 00300 00600 00665 BODs 20° C z w O 1- z z O a a 1wl 0 wi Of w�0 w FECAL COLIFORM (Geometric Mean) DISSOLVED OXYGEN TOTAL NITROGEN rn 0 J re --O 1 2 O N 0 a. 0 HRS 0.25 Y/N 0.013 'C UNITS MG/L MG!L MG/L MG/L #100ML MG/L MG/L MG/L 1 8:45, 0.50 Y 0:012 2 8:30 0.50 0.011 3 4 0.011 5. H. O` A 6 8:20 0.50 0.012 27 7.7 2.1 <.10 <8 <1 5.9 7 '0.25 0.0,10' .. 8 8:35 0.25 0.012 9': :0:25." 10 0.012 12 9:50 0.25 0.011 13 800 025 4 5 , 14 9:00 0.25 0.005 15 0. 0.25 0:005:; 16 9:00 0.50 0.006 1' 18 0.008 :;0 25 20 9:00 0.25 0.010 28 7.2 <2.0 <.10 <8 <1 5.9 :,9:10:� '0.25. 0.003' '. 22 9:25 0.25 0.002 23 8:45' 0025 (.004: 24 0.006 ;25 0005 -: 26 9:30 0.25 0.005 :27. 8:55:.: :0.50 28 8:40 0.25 0.005 9; 30 8:40 0.25 0.008 31' AVERAGE 0.008 28 2.7 0 10 1 5.5 MAXIMUM 0:012 • <10 MINIMUM 0.002 27 7.1 <2.0 <.10 <8 <1 5.0 Comp.'(C) :Grab'(G),, G. Monthly Limit 0.030 6-9 30 30 200 5 DEM Form MR -I (12/93) Forms by WindowChem(707)864-0845;p/n11158 v5.0;1/1/96 Copyright ©1992-1996, WindowChem SoftwareTM, Inc.,(707)864-0845, All rights reserved. http://www.windowchem.com EFFLUENT NPDES PERMIT NO. NC0021661 DISCHARGE NO. 001 MONTH August YEAR 2010 FACILITY NAME PILKINGTON NORTH AMERICA WWTP CLASS II COUNTY SCOTLAND OPERATOR IN RESPONSIBLE CHARGE (ORC) RICKY ODOM CERTIFIED LABORATORIES (1) LEITH CREEK LABORATORY CHECK BOX IF ORC HAS CHANGED Mail ORIGINAL and ONE COPY to: ATTN: CENTRAL FILES DIVISION OF WATER QUALITY 1617 MAIL SERVICE CENTER RALEIGH, NC 27699-1617 (2) GRADE III PHONE (910) 276-3522 PERSON(S) COLLECTING SAMPLES R. ODOM & B. MURRAY � CO.RRECT:ED�CC21'� �.: (SIGNATURE OF OPERATOR IN RESPONSIBLE CHARGE) BY THIS SIGNITURE, I CERTIFY THAT THE REPORT IS ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE 04(//6/ DAT DATE Operator Arrival Time: 2400 Clock Operator Time On Site ORC On Site? 50050 00010 00400 50060 00310 00610 00530 I 31616 00300 00600 00665 FLOW TEMPERATURE CELSUS x a RESIDUAL CHLORIN BODs 20° C AMMONIA NITROGEN T T,RS 'RESIDUE FECAL COLIFORM (Geometric Mean) DISSOLVED OXYGEN TOTAL NITROGEN TOTAL PHOSPHOROUS EFF INF I= J 111 F- CI HRS 0.25 Y/N 0.013 •C UNITS MG/L MG/L MG/L MG/L #100ML MG/L MG/L MG/L 1 ;' ;,',0 008 ,, . 1j , x. , 2 9:10 0.25 Y 0.007 3 9 00 0.25 Y < 0.007.27 :: 7 2 ..4 t , ;<2.0 < 10* <4 • 4, 20 .r5 6 ,' .. _ ,..'. 4 9:00 0.25 Y 0.022 5 ;8 45, 0.25 B. 0 006... _..,:t`: • ': r. x I 6 9:30 0.25 Y 0.012 7 _ 0.005 _ .. ,. 8 0.006 9.,, 9•55' ;025 Y;: 0 0;13 .-,. 10 10:20 0.25 Y 0.005 27 7.3 <2.0 <4 <1 5.1 11 927 025 Y 0: 5 ( 12 8:50 0.25 Y 0.008 • 13 `9 00 0`25 ;Y: 0.005 ` 14 0.005 15 0•005 . _ ,, . 16 9:25 0.50 Y 0.010 17, .;9 06 _0 25,1' ' .0.005 28 :6 5 :_ 3 9 r.'0 40 7f, <1 • ;,=,5 1 ;; 18 8:40 0.50 Y 0.0002 19 ; 8:20 0.25 Y -` 0.0002 20 8:20 0.25 Y 0.005 22 0.000 23 9:15,025 _..Y 0•000,': ,li', ....... . {.... ,' ?i �: w. 24 9:50 0.25 Y 0.000 25 :9:15 0:25• Y°- , 0 000 .u. ._„ , . :. :r.'.., 26 8:30 0.50 Y 0.000 , 27 : 8:40 0_25 B: ' 0 000 :.. 28 0.005 29 ... a.._ 0 005 - .... , _° , _ilr . -. . e. � ,.. '�::` ..'..., i.. �.. .': Y x �.. = 1. .. - .- 1.:.; 30 8:55 0.25 B 0.005 31 910 025 Br:°, 000.5, '_ AVERAGE 0.005 27 1.3 0.20 2 3 5.5 MAXIMUM 0022, 28 7 3 : ",: :3 9•, 0 40. :7 20• °5.6.., MINIMUM 0.000 27 6.5 <2.0 <.10 <4 <1 5.1 Comp (C):Grab (G) -. °_, G ;G G , ` L C , ;C :=C G _=G Monthly Limit 0.030 6-9 30 30 200 5 ubM corm Mrc- Forms by WindowChem(707)864-08 5;p/n11158 v5.0;1/1/96 Copyright ©1992-1996, WindowChem Software TM, Inc.,(707)864-0845, All rights reserved. http:/twww.windowchem.com EFFLUENT NPDES PERMIT NO. NC0021661 DISCHARGE NO. 001 MONTH September YEAR 2010 FACILITY NAME PILKINGTON NORTH AMERICA WWTP OPERATOR IN RESPONSIBLE CHARGE (ORC) RICKY ODOM CLASS II COUNTY SCOTLAND - GRADE III PHONE (910) 276-3522 CERTIFIED LABORATORIES (1) LEITH CREEK LABORATORY CHECK BOX IF ORC HAS CHANGED Mail ORIGINAL and ONE COPY to: ATTN: CENTRAL FILES DIVISION OF WATER QUALITY 1617 MAIL SERVICE CENTER RALEIGH, NC 27699-1617 (2) PERSON(S) COLLECTING SAMPLES R. ODOM & B. MURRAY (SIGNATURE OF OPERATOR IN RESPONSIBLE CHARGE) BY THIS SIGNITURE, I CERTIFY THAT THE REPORT IS ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE 1g 4 - ATE 1 DATE Operator Arrival Time: 2400 Clock Operator Time On Site ORC On Site?• 50050 00010 00400 50060 00310 00610 00530 31616 00300 00600 00665 FLOW TEMPERATURE CELSUS RESIDUAL CHLORIN BODs 20° C AMMONIA NITROGEN io «% a o .N W "a FECAL COLIFORM (Geometric Mean) DISSOLVED OXYGEN TOTAL NITROGEN TOTAL PHOSPHOROUS EFF II INF CI= :: HRS 0.25 Y/N 0.013 'C UNITS MG/L MG/L MG/L MG/L #100ML MG/L MG/L MG/L 1 5 0 25 B', 3,, 0.004 . -i 2 8:35 0.50 B 0.008 27 7.1 5.5 5.93 <10 320 5.0 3 8:40 025 B , 0 008= , '; 4 0.006 54. •;: 0.007 .; S a 6 0.013 H 0 L I D A Y 7 `:8 45 `'0.50 B' 0.011 27 71 : `" ' fi 7, '; <8 ' , 8 9:17 0.50 Y 0.007 8:35 , 025 Y: r0.007, 10 8:30 0.25 Y 0.007 11 O 010', y ,, , , r , . .. 12 0.012 13 ;9:45 :0125 Y 0.007 •z+ ,; m. i:. a. ,: ... ; ...... . , 4.w. _t1,.;( ,,.'r. ., j.__ .. _ .. _. _,._.. 14 9:00 0.50 B 0.008 26 7.6 4.6 2.79 <8 20 8.5 15 <9:00 0 25 Y' '` II 009 16 9:15 0.25 Y 0.010 17r ':8:50 0 25 Y ;0 009 r 18 0.006 19':.:. 0.007 :.. 20 9:30 0.25 Y 0.009 21, 9:25 ;,0:25 Y '` ° 0.012 ' 1 r .6 9 4 6 <10 ,, <1 5 5 22 9:00 0.25 Y 0.014 23 845.., 0:25 LYs''' 0008 `i ' _ "" ,, 1. 1 } LL, ,>: 24 9:10 0.25 Y 0.013 25 _ 0•007 • 26 0.017 27 '9:10., :0.25 Y:: 0 0,16 28 9:10 0.50 Y 0.012 26 7.0 6.4 <10 <1 5.1 29 920 0.25 Y 0023 _L , 30 9:00 0.25 Y 0.014 I Y 1 . , S AVERAGE 0.010 26 5.6 4.36 0 14 5.5 ;MAXIMUM . 0 023 , ';27 .: ,.:7 6.. _'; ,..`67 ; 5 93 <10 :; 320 MINIMUM 0.004 26 6.9 4.6 2.79 <8 <1 5.0 '>' Comp (C).G`rab (G)':. -G :G :. G, ,, C •C .0 ._ :G ; :G . . Monthly Limit 0.030 6-9 30 30 200 5 Forms by WndowChem(707)864-0845;p/n11158 v5.0;1/1/96 Copyright © 1992-1996, WindowChem Software'", Inc.,(707)864-0845, All rights reserved. http:Nwww.windowchem.com EFFLUENT NPDES PERMIT NO. NC0021661 DISCHARGE NO. FACILITY NAME PILKINGTON NORTH AMERICA WWfP 001 MONTH October OPERATOR IN RESPONSIBLE CHARGE (ORC) RICKY ODOM CERTIFIED LABORATORIES (1) CHECK BOX IF ORC HAS CHANGED Mail ORIGINAL and ONE COPY to: ATTN: CENTRAL FILES DIVISION OF WATER QUALITY 1617 MAIL SERVICE CENTER RALEIGH, NC 27699-1617 YEAR 2010 CLASS II COUNTY SCOTLAND LEITH CREEK LABORATORY (2) GRADE III PHONE (910) 276-3522 PERSON(S) COLLECTING SAMPLES R. ODOM & B. MURRAY rCORRECTED COPY;1 r9KARa}-Qa (SIGNATURE OF OPERATOR IN RESPONSIBLE CHARGE) BY THIS SIGNITURE, I CERTIFY THAT THE REPORT IS ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE 64(18 11 • DATE w H Operator Time On Site ORC On Site?• 50050 00010 00400 50060 00310 00610 00530 31616 00300 00600 00665 FLOW EFF INF EJ J Q g RESIDUAL CHLORINE BODs 20° C Z w 0 re Z Z O tr 0 LL J 0 0 J 0 W u- c O E 0 DISSOLVED OXYGEN TOTAL NITROGEN en 0 -J O o. Frn 0 2 a HRS 0.25 Y/N 0.013 'C UNITS MG/L MG/L MG/L. MG/L #100ML MG/L MG/L MG/L -1: 925 '0.25_ 0.012.' ' 2 0.006 3 0.015 > 4 9:10 0.25 0.009 5 9,00: 0:50 0014; ];;205 6 9:35 0.25 0.009 7 9:00. 0:25 Y. 0.008 8 8:55 0.25 0.016 9` 10 0.014 025 :'0.017:i 12 9:00 0.25 0.024 22 6.5 7.2 <13 100 5.0 13 '9:25 -025 14 10:05 0.25 0.018 15. 9:00 0.25 0.019:: 16 0.016 17 ?. 0017. 18 8:40 0.25 0.016 19: 9:20: 0:25 0.918 1 .5. 20 9:15 0.25 0.017 21 9:301. U;25, 22 9:00 0.25 0.022 23. 24 0.010 125 `9:25 0.25 Y 0017..- 26 8:45 0.50 Y 0.024 21 7.1 7.1 <17 100 5.0 ,27 9:00. 0.50 Y. o:01s 28 8:50 0.25 0.016 9 0.25 471. 30 0.022 31. AVERAGE 0.016 22 6.4 2.17 0 32 5.5 .MAXIMUM , .. 0024 400- 5 MINIMUM 0.006 21 6.5 4.6 2.05 <13 <1 5.0 Comp. (C)Gra6_(G), G`. c Q G Monthly Limit 0.030 6-9 30 30 200 5 DEM Form MR -I (12/93) Forms by WndowChem(707)864-0845;p/n11158 v5.0;1/1/96 Copyright © 1992-1996, WindowChem Softwaren,, Inc.,(707)864-0845, All rights reserved. http://www.windowchem.com EFFLUENT NPDES PERMIT NO. NC0021661 - DISCHARGE NO. 001 MONTH November YEAR 2010 FACILITY NAME PILKINGTON NORTH AMERICA WWTP CLASS II COUNTY SCOTLAND OPERATOR IN RESPONSIBLE CHARGE (ORC) RICKY ODOM CERTIFIED LABORATORIES (1) CHECK BOX IF ORC HAS CHANGED Mail ORIGINAL and ONE COPY to: ATTN: CENTRAL FILES DIVISION OF WATER QUALITY 1617 MAIL SERVICE CENTER RALEIGH, NC 27699-1617 LEITH CREEK LABORATORY (2) GRADE III PHONE (910) 276-3522 PERSON(S) COLLECTING SAMPLES R. ODOM & TERRY GALES C®;RRRE.CTED'COP,' C (SIGNATURE OF OPERATOR IN RESPONSIBLE CHARGE) BY THIS SIGNITURE, I CERTIFY THAT THE REPORT IS ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE oWfiBir, DATE aINF o Operator Arrival Time: 2400 Clock Operator Time On Site ORC On Site? 50050 00010 00400 50060 00310 00610 00530 31616 00300 00600 00665 FLOW TEMPERATURE CELSUS _ a RESIDUAL CHLORIN BODs20°C AMMONIA NITROGEN T TALSUSPENDED9 ESIDUE A - FECAL COLIFORM (Geometric Mean) DISSOLVED OXYGEN TOTAL NITROGEN TOTAL PHOSPHOROUS EFF III I= J W F- 0 HRS 0.25 Y/N 0.013 'C UNITS MG/L MG/L MG/L MG/L #100ML MG/L MG/L MG/L 1 ;9 25 ,0`25 Y 0.017 s ;, p 1 s ,, y - 2 9:32 0.25 Y 0.025 20 7.0 <2.0 4.60 <13 120 5.9 3 ;; 9 10 025 Y; 0 022 4 9:15 0.25 Y 0.020 5 :'9 40 0.25 Y 0.019 fi , 0.022 %6 0.017't i'.'!,=.!::•'-'4,_ . s. _ Y, ;/. , .... , r'.5 . 8 9:20 0.25 B 0.016 9..,:9 00, 050 ; B• r' 0 018 I:. _17 '7 4 , .: 7 1 <13 ` ''-:3 ^ .:6 0 ., `` , ,... 10 8:25 0.25 B 0.023 11 .815; 025 Bf. 7.410017 ;.. ,,.,. s S * ;, ,r ? ... .. _._,1i . 12 8:40 0.25 B 0.026 13 ' ...0021 ' ,.. ,._. ':... ... s: °... .._, 14 0.023 15 ;:9 25 0 25 Y'' 0.016. , - f ,` . , 16 9:00 0.50 Y 0.016 18 7.5 6.6 4.13 <17 200 5.7 17 9 00 ,0'25 Y `, > 0.015E "; •h h r , �... � �:' a� t :" ° ,•. 18 9:30 0.25 Y 0.019 19`900. •025 Y`;: 0015 sa _.. t 20' 0.024 0020 22 9:50 0.25 Y 0.010 23 9• i0'50 Yjr 0 01,6r, )1,7 Y, "e6 5�. , �; ; 4•5 31 ' , a .: <13 43 ... `>6•2 . ::-., ' . , .. ,i. . 24 9:00 0.25 B 0.016 25 .' :...,_s.0t024, !'fix.. .. ,H.t 9 ` .... L ,. -I. ,.. D, a'_. A _ Y 26 0.024 H 0 LID A Y 27 °rA012R :.... r ,-,:', rr::: x- ..._ , a ..,..r .. .. ..,:;a . .> ._ ':;. 28 0.015 29 9 00 _0 25 :B._,;.z 0.017. 2,:=r :i...,_ y� . ., ; .,.. _; ..'J,. , K,. ..... „ .. ._:.`. r.,........ ....' r :, 30 9:05 0.50 Y 0.014 16 6.8 6.8 <25 160 5.1 31 t::. .. e > ...:, . AVERAGE 0.018 18 5.2 4.37 0 55 5.8 MAXIMIUM ..,'`:....,0 026.., 20 , • 7 5a .:/ , f :=7 1'; z 4 60 <25: ,200 , 6 2 MINIMUM 0.010 16 6.5 <2.0 4.13 <13 3 5.1 ; ,Comp,(C);Grab.(G):= s`G .:G :%.:G ,.C, ^Cr, 'C G G,, Monthly Limit 0.030 6-9 30 30 200 5 Forms by WindowChem(707)864-0845;p/n11158 v5.0;1/1/96 DEM Form MR -I (12/93) s Copyright © 1992-1996, WindowChem SoftwareTM, Inc.,(707)864-0845, All rights reserved. http://www.windowchem.com EFFLUENT NPDES PERMIT NO. NC0021661 DISCHARGE NO. FACILITY NAME PILKINGTON NORTH AMERICA WVVfP 001 MONTH December YEAR 2010 OPERATOR IN RESPONSIBLE CHARGE (ORC) RICKY ODOM CLASS II COUNTY SCOTLAND CERTIFIED LABORATORIES (1) LEITH CREEK LABORATORY CHECK BOX IF ORC HAS CHANGED Mail ORIGINAL and ONE COPY to: ATTN: CENTRAL FILES DIVISION OF WATER QUALITY 1617 MAIL SERVICE CENTER RALEIGH, NC 27699-1617 (2) GRADE III PHONE (.910 ) 276-3522 PERSON(S) COLLECTING SAMPLES R. ODOM & TERRY GALES CORRECTED COP. (SIGNATURE OF OPERATOR IN RESPONSIBLE CHARGE) BY THIS SIGNITURE, I CERTIFY THAT THE REPORT IS ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE Oq/Oh/ DATE Operator Time On Site ORC On Site?• 50050 00010 00400 50060 00310 00610 00530 31616 00300 00600 00665 FLOW EFF 111 INF ED j W ❑ z E2 0 -J 2 U J 7 rn w BODs 20° C z w t0 0 F- z z O par- w, w �❑ . WII O F--F FECAL COLIFORM (Geometric Mean) DISSOLVED OXYGEN 7 0 --O 1 2 O w 0 2 a HRS 0.25 Y/N 0.013 •C UNITS MOIL MG/L MG/L MG/L #100ML MG/L MG/L MG/L 1. 8:40 0:25 2 8:55 0.25 0.019 3 8:40 025 0:014` 4 0.018 5 0 0:1,8°; t. 6 8:50 0.25 0.018 7, 434 ;0.25 -7: 8 8:30 0.25 0.006 840 0.25, • 10 8:40 0.25 0.021 ;013 12 0.014 3 8:39 ' 0.25, Y.." 14 8:45 0.50 0.017 10 7.3 8.2 30 <1 9.0 15 025, �f. 16 8:35 0.25 0.017 1' ;025; 18 0.014 S9. •12',: 20 8:55 0.25 0.016 21' `.9s0„O.�ri 025: • 22 8:15 0.25 0.020 23 8:10> 0.25; 2 24 0.029 A 25, 26 0.014 27; 28 10:10 0.50 0.012 2 8:45' 0.50. 2 30 8:30 0.50 0.015 31; • AVERAGE 0.016 10 7.5 5.04 23 6 7.1 MAXIMUM- "5' .3 MINIMUM 0.004 9 7.2 7.1 4.89 <17 <1 5.2 r. Comp (C)iGrab (G)': Monthly Limit 0.030 6-9 30 30 200 5 DEM Form MR -I (12/93) Forms by WindowChem(707)864-0845;p/n11158 v5.0;1/1/96 Copyright O 1992-1996, WindowChem Software., Inc.,(707)864-0845, All rights reserved. http://www.windowchem.com EFFLUENT NPDES PERMIT NO. NC0020656 DISCHARGE NO. 001 MONTH July YEAR 2010 FACILITY NAME Leith Creek Wastewater Plant OPERATOR IN RESPONSIBLE CHARGE (ORC) Robert Ellis CERTIFIED LABORATORIES (1) Leith Creek Laboratory CHECK BOX IF ORC HAS CHANGED Mail ORIGINAL and ONE COP DE V R-F ATTN: CENTRAL FILES DIVISION OF WATER QUALITY 1617 MAIL SERVICE CENTER RALEIGH, NC 27699-1617 APR 2) 2011 DWO 0 CLASS IV COUNTY Scotland GRADE IV PHONE (910)-276-3522 (2) Tritest, Inc. PERSON(S) COLLECTING SAMPLES R. Odom & B. Murray 4k/II (SIGNATURE OF OPERATOR IN RESPONSIBLE CHARGE) BY THIS SIGNITURE, I CERTIFY THAT THE REPORT IS ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE DATE DATE Operator Arrival Time: 2400 Clock Operator Time On Site ORC On Site?* 50050 00010 00400 50060 00310 00610 00530 31616 00300 00600 00665 00095 01042 01092 71900 FLOW TEMPERATURE CELSUS = a RESIDUAL CHLORINE BODs 20° C AMMONIA NITROGEN OT C'SUSPENDED iRESIDUE FECAL COLIFORM (Geometric Mean) DISSOLVED OXYGEN TOTAL NITROGEN TOTAL PHOSPHOROUS CONDUCTIVITY COPPER U Z N MERCURY EFF p INF CI } J_ Q 0 HRS HRS YIN MGD •C UNITS UG/L MG/L MG/L MG/L #100ML MG/L MG/L MG/L umho/crn MGIL MG/L NG/L 1: '17 30, :6 Y' 2:131F ,- 25.. -:6 8 26: K .1.<2 0, ,;<:10:.' �<10 , :'70 .6;7 8 :1'_339.:.:: 2 7:30 6 Y 1.779 25 6.8 26 48 7.8 345 4 1.606 *, -': <2:0' '<10 '',,.1 0 <<' ' ;''' '• , . . . 6 7:30 6 Y 1.683 25 6.9 14 <2.0 <.10 <10 27 8.3 329 7 1:30': , 6 Y, 1:797 •'25 :.7 0 22 ` 'i<2 0' <:•10, ><8 29: , ' ;,, 7 8 i14 9-)-2 5f,' s 318 , <0.010'',0:039 .4:75 8 7:45 6 Y 1.795 25 6.7 20 3.2 <.10 <8 31 7.5 325 9 .;7::20?, .':5. ; „.Br , ,. 2`332 :. :25 :.6.8°. • - r23 ,.., ;,.55..: : 7 8 ', t ,: 335 .- 10 1.957 11 :.. : , ,, .1 846„ `. <2 0 <: 10 <8 - - 12 7:30 6 Y 1.798 26 7.0 , 26 <2.0 <.10 <8 70 7.2 329 •T13 7 30 ?!6 -'. Y . ; 1•81$ , ..'-26 :' +=46.7 . -'20, ,<2 0 •:,<:10" _,<8' 80 ., 6 8 . , h .. ;::.398.:..1 14 7:30 6 Y 1.817 26 6.9 20 <2.0 <.10 <8 90 7.5 360 .15 7 40. :'6.. Y ; '1 791 .....: ;26;':,: ',.6:7.: ;22... .:_<2:0;i "s <.10 1c.<8 65 : 7.2 , 349•. ; 16 7:30 6 Y 1.754 26 6.8 28 58 7.2 352 17 1:785 , 18 1.713 <2.0 <.10 <8 19 .. 7:30: .,6 - ' , :1:772 _26 ;: :;7:1,. :28,. :.<2 0 10. ? <8 ' .::120a.` : .•8.4 :r y .. .... `360 _ ,' . ..... 20 7:35 6 Y 1.680 26 7.0 26 <2.0 <.10 <8 120 8.2 399 2:1 7 25. v 6 : a Y .1;.720 =r 26 _i6 8 n 28 5210 ti<1:, <10 :_,150:'''- , 8 0 ' ... ,... , 389 . ._ _ ; 22 7:35 6 Y 1.791 26 6.9 28 2.2 <.10 <8 120 8.0 392 23 ;-7 30 s ., .{6, . ; Y.. r 1 579,- „ `27 .7:0 `, 28,'' ' . , . ,''' ,... .. 50 ... 5. , •.,:: 395 w .. . 24 1.799 25 '`• , .> 1 693 F ^L . '-'':a .1;5<,10 <1 : 3 26 7:30 6 Y 1.711 27 7.0 27 <2.0 <.10 <10 49 7.0 402 27 7:40• 6 Y`;.'.'' r1;660 4 5 >27 6 9 ;,;28 ::3 8 ,.:011 a <13 _ t : 53 ... 7 5 : a`. l-.'399�; . i,a • 28 7:30 6 Y 1.765 26 6.9 27 3.4 <.10 <13 80 7.5 402 ,29• . 7 20, ':6 ;`B ; 1,.601 - 'r26. 6:8':: ','.28. 2:0` .<:10 ;<10. .. ^100 .; : 7:5°- ... I. 410':: 30 7:30 6 B 1.583 27 6.9 28 80 7.5 405 31: ... A1.619 AVERAGE 1.774 26 25 0.8 <.10 0 66 7.6 14.9 2.50 367 0.000 0.039 4.75 ,',,;•'KMAXIMUM ''a '.2;332' /27 r 'z;7'1 , 28 -<.38 ;;011, <13 -150,; •i84r 14.9 2`50. ,;410:'<0.010 0:039, '4.75; MINIMUM 1.579 25 6.7 14 <2.0 <.10 <8 27 6.8 14.9 2.50 318 <0.010 0.039 4.75 Comp (C) Grab'.(G) :G'.: . `,G' ,G , ,C C:' °.. :C G , . ,.,G :'C_ ?,C .. G.. C:. 'C... .0 Monthly Limit 4.000 6-9 28 20 5 30 200 5.0 39 DEM Form MR -I (12/93) Forms by WmtlowChem(701)864.0845;p/n11158;v5.01/1/96 Copyright ©1992-1996, WindowChem Software., Inc.,(707)864-0845, All rights reserved. http://www.windowchem.com EFFLUENT NPDES PERMIT NO. NC0020656 DISCHARGE NO. 001 MONTH August YEAR 2010 FACILITY NAME Leith Creek Wastewater Plant OPERATOR IN RESPONSIBLE CHARGE (ORC) Robert Ellis CERTIFIED LABORATORIES (1) Leith Creek Laboratory CHECK BOX IF ORC HAS CHANGED Mail ORIGINAL and ONE COPY to: ATTN: CENTRAL FILES DIVISION OF WATER QUALITY 1617 MAIL SERVICE CENTER RALEIGH, NC 27699-1617 • CLASS IV couNTY Scotland GRADE IV PHONE (910)-276-3522 (2) Tritest, Inc. PERSON(S) COLLECTING SAMPLES R. Odom & B. Murray 00-2REC-mTE® # OP X •/8f' (SIGNATURE OF OPERATOR IN RESPONSIBLE CHARGE) DATE BY THIS SIGNITURE, I CERTIFY THAT THE REPORT IS ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE DATE Operator Arrival Time: 2400 Clock Operator Time On Site ORC On Site?' 50050 00010 00400 50060 00310 00610 00530 31616 00300 00600 00665 00095 01042 01092 71900 FLOW TEMPERATURE CELSUS c RESIDUAL CHLORINE BODs 20° C AMMONIA NITROGEN 'a z aai J 1- te' o: wJ FECAL COLIFORM (Geometric Mean) DISSOLVED OXYGEN TOTAL NITROGEN TOTAL PHOSPHOROUS CONDUCTIVITY COPPER Z N P 1- EFF © INF CI � J 0 HRS HRS Y/N MGD •C UNITS UG/L MG/L MG/L MG/L #100ML MG/L MG/L MG/L umho/cm MG/L MG/L NG/L 1 1600 .. :<2 0 < 1 0 <'1 0 2 7:30 6 Y 1.684 25 6.9 28 2.5 <.10 <10 120 8.1 3 .;4 30_ `;6 _ ,, Y= , ,1.570. , ,;;,26,> 7•2 , ,;;<10, ., 2 <10 , 160 >7 5 . /:'12 7 ' '2 2 ',415 <..0.010 0'.011 P 4 7:30 6 Y 1.657 26 6.9 27 2.1 <.10 <10 >142 8.0 5 ' 7:35, '16• Y:=; 20;65 26.: 71 .27 °,:2 <:10 . <,1'0 ;160z :7 5 4 6 7:30 6 Y 1.784 26 6.9 <10 330 7.8 7 .. 1698 ... , . '.. 8 1.616 <2.0 <.10 <10 1 27..., ` 6•6 °28 , .; <2 0 ,r < `10, 10 8:00 5 Y 1.600 27 6.8 28 <2.0 <.10 <10 100 7.2 11 , :•7 30 .. 6 .,. . Y-',,- ;,1 597 . r27 , 6 9 ..:`28 : "<2 0 , < 105, ,.<10 110 :.::7 :8., '::. 12 7:30 6 Y 1.670 27 6.9 26 <2.0 <.10 <10 120 7.7 13 tit7•30 '6.,i7. Y 1:: 572 '' „ ;27 ; ;6 8 26 a ` P ' .a : 46` <7 8 , .. 14 1.811 15 . •1 `644 . ' : <2 0. <.10_.: 5.10 .. 16 7:20 6 Y 1.654 27 7.0 28 3.0 <.10 <10 120 8.1 17_ Z 30, _;6 Y 1;881 � ;;27 6 8 :,26 .2.1 <.10 <10 _160 , 8 1 .,, < �. :-. 18 7:30 5 Y 1.694 27. 6.9 28 2.1 <.10 <10 100 8.0 19 >735 ,.'6° Y' 2075 ,�27 71 "28 ; , 2:6 Co10�' „ <10. s �'. ,;'65 ; �.7 5 ,:: �, r � _. , . 20 7:30 6 Y 1.894 27 6.9 27 160 7.8 21, , _u 1742,., );,;,,.'4';,,'. .. '. _ ... � SY. . ..r ..._ .,i- e ,, . , 22 1.654 2.3 <.10 <10 23 : 7 30..7 6 : Y: ;1 804 . -27 +;7, 1 28 <2 0 , < 10. , 10' 1. 250.. - . 8 3. ,,{ ,F : , .. . ' ,<,; . . . 24 7:35 6 Y 1.670 27 7.0 26 <2.0 <.10 <10 160 8.3 25. 7 30: .:6 Y:': 1.815 .2 ;;7 0 ,28 <2 0 .<10., <10 '::168 8 0 26 7:30 6 Y 1.755 26 6.9 27 <2.0 <.10 <10 14 8.1 27 <,7 45:; ::6 Yr; 1.743 26 r 1 '18 ..:.x76.; - 8 5_ , , "' . 28 1.647 29 ; r1669, ; , •<2'0 `<.10 <10< ,.. .. , , ..... , 30 7:30 6 Y 1.359 26 7.0 26 <2.0 <.10 <10 147 8.0 31,..:7 40 ,..-4:.e, . ' Y '. 1.664 ; A 26 ` 71.. 27 ,,<2•0 , < 10, „<10,, .:260 . ,t 8.9 . _ : . AVERAGE 1.708 27 ' 24 0.9 0.00 0 120 8.0 12.7 2.20 415 0 0 01.1 P :MAXIMUM ,,;, 2'075 '27 , :7,•2', ,,,28 • ,:;3 0. ' < 10,...,<10 x 330, s, `::.8 9 , :12 7, ,52.20• , 415 <0 010 0.01:1 _; P MINIMUM , 1.359 25 6.6 <10 <2.0 <.10 <10 14 7.2 12.7 2.20 415 <0.010 0.011 P Comp (C)Grab(G) G .::G -G C •C C- „G- G ',C C `'G .. C: C C:: Monthly Limit 4.000 6-9 28 20 5 30 200 5.0 39 DEM Form MR -I (12/93) Forms by WindowChem(707)864-0845;p/n11158;v5.0;1/1/96 NPDES PERMIT NO. NC0020656 Copyright ©1992-1996, WindowChem Software, Inc.,(707)864-0845, All rights reserved, http://www.windowchem.com EFFLUENT DISCHARGE NO. 001 MONTH September YEAR 2010 FACILITY NAME Leith Creek Wastewater Plant OPERATOR IN RESPONSIBLE CHARGE (ORC) Robert Ellis CLASS IV COUNTY Scotland CERTIFIED LABORATORIES (1) Leith Creek Laboratory CHECK BOX IF ORC HAS CHANGED Mail ORIGINAL and ONE COPY to: ATTN: CENTRAL FILES DIVISION OF WATER QUALITY 1617 MAIL SERVICE CENTER RALEIGH, NC 27699-1617 GRADE IV PHONE (910)-276-3522 (2) Tritest, Inc. PERSON(S) COLLECTING SAMPLES R. Odom & B. Murray CORRECTED COFaY ) (SIGNATURE OF OPERATOR IN RESPONSIBLE CHARGE) BY THIS SIGNITURE, I CERTIFY THAT THE REPORT IS ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE 48(0 DATE I DATE I Operator Arrival Time: 2400 Clock IOperator Time On Site ORC On Site?' 50050 00010 00400 50060 00310 00610 00530 31616 00300 00600 00665 00095 01042 01092 TGP3B FLOW TEMPERATURE CELSUS RESIDUAL CHLORINE BODs 20° C AMMONIA NITROGEN o`{> z w a LP Lea Or FECAL COLIFORM (Geometric Mean) DISSOLVED OXYGEN TOTAL NITROGEN TOTAL PHOSPHOROUS CONDUCTIVITY COPPER Z N U X O EFF p INF CI J CI HRS HRS YIN MCI) •C UNITS UG/L MG/L MG/L MG/L #100ML MG/L MG/L MG/L umho/an MG/L MG/L P/F 1•::;7 45 6 •Y 1 587 26, ;7,0 27 <2 0 <s10. <10 78 , _ „8 8 •, n t 1 2 7:50 5 Y 1.716 26 7.0 21 <2.0 <.10 <10 74 8.0 410 3 3 r7 45 6 Y y ,1:.684 x 25,,, :; ; 7 1 ,:'26. 1-:, , ; ti : : a :227...: $ 9 t .... ..." ; 421 4 1.657 { 1 7. fit. ` 4 4-. 6 1.512 HOL IDAY <2.0 <.10 <10 7 ':.7•40-I, 6 ` , 3k 9. 555 " ; 25 t 7 1 27 :: <2•0? c < 10 .<7 , r . 1,49 ,8•9 , '4 '` ---,, ,t ,.4 8 7:30 6 Y 1.610 26 7.0 26 <2.0 <.10 <8 120 8.7 455 9 7:30: 5 Y ; 1..584 25 ;':'7.1 „428 .' <2 0 < 10 ' <8,. •. , Cf. ` : `8 8 , 16 1 „ ,„ 3 75 ` 458. <0.010 0.046 3:05; 10 7:20 6 Y 1.652 25 7.0 28 55 8.5 466 12 1.578 <2.0 <.10 <8 13 7 30r. s 6 . .Y f. 1 720. ':•24 ' t:.`.7 2� ; 28 , <20 . ,•<''10i, l ;<8 , 36 ;::;7 7 r4 .. .4. , f `, ..:450 . '. 14 8:00 5 Y 1.517 24 7.0 27 <2.0 <.10 <8 65 7.8 456 15 ` 7 45 s6. ... Y' 1.720 t^ ,24� ` �-;7 1 :28 <2 0• < 10 , , <7 ' 1.50 `.8 0 •: {/4'S0 ..., : ',' 16 7:30 6 Y 1.811 24 7.2 28 <2.0 <.10 <7 78 8.5 461 17,....800 6,. .Y.:'1, 1:651.. •,:24. -71 ?:'26}:,...,.'±• ., 2.1 .;8 ,. . ...a .450 18 1.601 19 1,•573 <2 0. .<.10i <10 , 4 ;! 1 , 20 7:45 5 Y 1.563 24 7.2 28 <2.0 <.10 <10 160 8.0 438 21 7 45, :�: 6'' . - .1..570 . , s "24,_ .: 7 0, 26 <2 0' ,;<..19 <10 , 100. ":$•2 . •,_::. ' ' 22 7:30 6 Y 1.671 24 7.0 26 <2.0 <.10 <8 120 8.0 451 23 b7 30 ,.,`6 Y 1 669, t r. ,5*,' x24 ',k ..7 0,, r;28 ..:.<2 0 <70 ,<10 • . 100 : ` t;8 0, +�: r° �.....:: . . ' 460 . .:., r. 24 7:30 6 Y 1.589 24 6.9 28 13 8.2 458 25 is . • .... >. 1 647` z. ,: `: "i'.' . , ., ; ._ .... ...... . ...' .. _ . > „ : ` ::. 26 2.282 <2.0 <.10 <10 27 :?_30: f6 .y _:2510 x24!.. =.69 • , 28 <20! ,.<,10 17 Q,...,300 . i.:8.2`,,.,:. _.3.. _.`..450 _._ 28 7:25 6 . Y 2.082 24 ' 7.3 28 2.1 <.10 <10 160 7.5 455 29 ,7 35 ,5.. .. Y.'. 2 � 4 , 7 0.' 28 ,, 1'3 0h 1 ,< 90 r;143 / ..:3Q0 , .:a7 7 .'465 30 7:30 6 Y 4.483 23 6.7 <10 6.4 2.04 33 400 6.7 495 31 _: • , ; . ` ? AVERAGE 1.865 24 26 1.0 0.10 6 101 8.2 16.1 3.75 450 0 0.046 3.05 MAXIMUM ;` 4483 , 4i26 . 4 ;7 3� '28w 13 0 2 04 ;'143, 40, ti 9 . fi:16 1.' -3.75 •495 ; <0.010 0 046 3 05: MINIMUM 1.492 23 6.7 <10 <2.0 <.10 <7 13 6.7 16.1 3.75 399 <0.010 0.046 3.05 Comp._(C),:Grab(G)., G .. G G ,, ':C. C C':. 'G ... G C C ,., .., G ;.. C. . C: C::: Monthly Limit 4.000 6-9 28 20 5 . 30 200 5.0 orm mtt- Forams by WintlowChem(707)864-0845;p/n11158;v5.01/1/96 Copyright © 1992-1996, WindowChem SoftwareTM, Inc.,(707)864-0845, All rights reserved. http://www.windowchem.com EFFLUENT NPDES PERMIT NO. NC0020656 DISCHARGE NO. 001 MONTH October YEAR 2010 FACILITY NAME Leith Creek Wastewater Plant OPERATOR IN RESPONSIBLE CHARGE (ORC) Robert Ellis CERTIFIED LABORATORIES (1) Leith Creek Laboratory CHECK BOX IF ORC HAS CHANGED Mail ORIGINAL and ONE COPY to: ATTN: CENTRAL FILES DIVISION OF WATER QUALITY 1617 MAIL SERVICE CENTER RALEIGH, NC 27699-1617 CLASS IV couNTY Scotland GRADE IV PHONE (910)-276-3522 (2) Tritest, Inc. PERSON(S) COLLECTING SAMPLES R. Odom & B. Murray 11COR E>✓TED`'COPY' (SIGNATURE OF OPERATOR IN RESPONSIBLE CHARGE) BY THIS SIGNITURE, I CERTIFY THAT THE REPORT IS ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE V//b/r/ . DATE DATE Operator Arrival Time: 2400 Clock Operator Time On Site ORC On Site?• 50050 00010 00400 50060 00310 00610 00530 31616 00300 00600 00665 00095 01042 01092 71900 FLOW TEMPERATURE CELSUS : a RESIDUAL CHLORINE BODs 20° C AMMONIA NITROGEN _ TOTALiSUSPENDED• ggIDU FECAL COLIFORM (Geometric Mean) DISSOLVED OXYGEN TOTAL NITROGEN TOTAL PHOSPHOROUS CONDUCTIVITY COPPER U Z N MERCURY EFF p INF O_ } J_ Q 0 HRS HRS Y/N MGD 'C UNITS UG/L MG/L MG/L MG/L #100ML MG/L MG/L MG/L umho/om MG/L MG/L NG/L 1 7 30; 6 Y: „3 268 24 6 6 ;<10 «' 450 5 1 2 2.771 3 2.471_..:.:.. r :' - `3 2 '222 ,<.17.. . 4 7:30 6 Y 2.239 23 6.9 28 3.2 1.49 17 160 6.5 475 5 ;: 7 30. ..'6 - 1Y`.. , ., 2.077 23r `.6 9 ;,14.,.:; .2•3-� t'1.05 ;;<:1,7 1.85„>_ >: 6•6 ... ::, , 469 6 7:35 6 Y 2.471 21 7.2 21 2.3 <.10 <10 120 7.5 5.00 0.49 312 <0.010 0.043 4.31 7 '.730' :,'5 Y ' 2:116 :'^21 � . 6•7 =18 _2 3 <10 : <10 , '.;,60 , �` 8 0 ! ;.� ,, f :: - =320, 8 7:20 6 Y 2.419 21 7.0 22 52 7.8 340 9 :'. 2'346 r .ti , 10 2.170 2.1 <.10 <10 60 11. <:•35r 6 ,..,Y,,..2228 . 21`. 68 22! i2. 12.<10-.<10. r'„ `50 ;: ;=85 ,::. ... r.302 :. . 12 7:30 6 Y 2.392 21 6.9 20 2.3 <.10 <10 68 8.2 295 13, ? 45: 6 , 'Y r r.: '21 1" 0,f 18 'Er,' <.10 <<10{, ..:150.,, , :8•2.r. ,:;; . : 305 14 7:45 6 Y 1.712 21 7.0 18 <2.0 <.10 , <10 38 8.0 . 310 15 7 30... ''5 Y` n _ 1 792 , t- a21, -,'6 9 '24 t. ' . .. : ,. . ,. 16 1.785 rr<2 0 <' 18 7:35 6 Y 1.806 20 7.0 28 <2.0 <.10 <10 152 7.8 300 19 745.. :'.'6 ., ..•`Y; in."-. ti :;20 r '6.8..1 .: 25, <2 0, r<,10„ :<10 150 'z 7 7. ;310 - I. _ 20 7:35 6 Y 1.727 20 7.0 28 <2.0 <.10 <8 160 8.0 307 21 7•40 , 6;, Y: 1' 719 .::20; ;6 9 , - 24 ; '2,4 <_10:; <8.... 200 8 0 .:- . 315 , 22 7:30 6 Y 1.760 20 7.0 24 120 8.1 321 23 _, . .17, 1. . f . 24 1.734 <20 0.11 <8 25• :'7 305 '6 a ''Y -. 1.887. , A'20 6 7 :;28 ';2.1 y•"J«10., •<$..:,.3`185- ;,9 0,' t, .., x ,.rt,..`A 300.. .....-.... __ ... 26 7:30 6 Y 2.084 20 6.8 25 <2.0 <.10 <8 120 8.8 312 27 :7 30 :6 . Y :; ..1.883' . `21 6 6 ' .: '?28?. 2 2 , .: < 1,0,M :: <10 .150 8 0 ,-1 .; ... '6. .387, 28 7:20 6 Y 1.805 21 6.8 22 2.2 <.10 9 100 8.2 440 29 7•20.• -`,6 . . Y.,;. , .1 623E 21 ,7`2 , .. 28 :.... - .. _ .'.r. - , . 76 _ 8 3 t _ .:.. s.v; ., 420, ., _ 30 ,r1.782 31 e: , . _ ,.4 1 616 ,.'. . ' , <2 0 <,:1 F . ;.�$ :; .,.. AVERAGE 2.022 21 22 1.4 0.23 1 113 7.8 5.00 0.49 350 0.000 0.043 4.31 : MAXIMUM, , 3 268 p ' > 24 :.7 2 ' : 28 ; .3.2 -2.22 17; ';450 `;9 Q .5 00 . t 0'.49 .501 _ <0:010 0 04,3 4.31. MINIMUM 1:616 20 6.6 <10 <2.0 <.10 <8 38 5.1 5.00 0.49 295 <0.010 0.043 4.31 Comp r(C) Grab (G) i. r :::,.. "G . 7 G C.. C ::Ci/. C--- . , ;G G '"C , ;C G C. ` C' C' Monthly Limit 4.000 6-9 28 20 5 30 200 5.0 DEM Form MR-I.(12193) Forms by WindowChem(707)864-0845;p/n11158;v5.0;1H/98 Copyright © 1992-1996, WindowChem Software'", Inc.,(707)864-0845, All rights reserved. http://www.windowchem.com EFFLUENT NPDES PERMIT NO. NC0020656 DISCHARGE NO. 001 MONTH November YEAR 2010 FACILITY NAME Leith Creek Wastewater Plant OPERATOR IN RESPONSIBLE CHARGE (ORC) Robert Ellis CERTIFIED LABORATORIES (1) Leith Creek Laboratory CHECK BOX IF ORC HAS CHANGED Mail ORIGINAL and ONE COPY to: ATTN: CENTRAL FILES DIVISION OF WATER QUALITY 1617 MAIL SERVICE CENTER RALEIGH, NC 27699-1617 CLASS IV COUNTY Scotland GRADE IV PHONE (910)-276-3522 (2) Tritest, Inc. PERSON(S) COLLECTING SAMPLES R. Odom & B. Murray rC,ORREGREROJSZ` ' (SIGNATURE OF OPERATOR IN RESPONSIBLE CHARGE) BY THIS SIGNITURE, I CERTIFY THAT THE REPORT IS ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE DATE • DATE Operator Arrival Time: 2400 Clock Operator Time On Site ORC On Site? 50050 00010 00400 50060 00310 00610 00530 31616 00300 00600 00665 00095 01042 01092 TGP3B FLOW TEMPERATURE CELSUS = Q. RESIDUAL CHLORINE BODs 20° C AMMONIA NITROGEN QT4L,S�USP ENDS ESI r FECAL COLIFORM (Geometric Mean) DISSOLVED OXYGEN TOTAL NITROGEN TOTAL PHOSPHOROUS CONDUCTIVITY COPPER U Z N TOXICITY EFF El INF O } J_ O HRS HRS Y/N MGD •C UNITS UG/L MG/L MG/L MG/L #100ML MG/L MG/L MG/L unto/cm MG/L MG/L P/F 1.:. ' 7 20 . ;`6, B, i «1, 795 , S rs:20 , ,, .;:7•4 ..r ,:.:,25 .::, <2 0;' , <.10 <8 , ..:155 -;8 8 . ``. ° __:< , r , ,415.: , ` : , . .. .. . 2 7:30 6 Y 1.641 19 6.6 17 <2.0 <.10 <8 250 9.2 25.2 3.06 425 <0.010 0.045 P :3 7:20. ; 6 Y`; r1 941_,. ; r19 >..6.8,-:;, .28+ 21 , w0.11 <13 150 ; : .8 8i °' : ,,,,.4. 4 7:20 6 Y 2.146 18 6.8 25 2.1 <.10 23 200 8.6 426 5. ',,7 20 . :_'6 ,r Y: , .1.705. :18. -;;68 A <10 ` 35 89�..... a41T . .., 6 1.875 -.. r` `` . ',1,. 351,....... , . l . t> ,' .. `2 9 <10 ><1.3 . , a „ .`.. 8 7:40 6 Y 2.178 17 7.1 17 2.2 <.10 <17 28 8.9 400 9, :, 7. 40 ,::'6 , Y' 19,,..}..17... , _.6 9 <10 ''<13, ',1,22 . `;8•6 ,�: ..._ 3,<416 .,... , -.. 10 7:40 6 Y 1.655 17 6.7 28 <2.0 <.10 <13 72 9.0 420 11 ,;7:4.5� 6 ,,,Y::�' 17.1,769,� .;�.,'66':�21+ •. n <210, _< 10. ,,<1:3 i- '• ;44 `: t90..., :' ...:"426 12 7:40 6 Y 1.633 17 6.5 28 64 9.0 457 13 :: 1.572 Y; u z` 14 1.900 4.6 <.10 . 31 15, .?20 , ,:: 5. Y 1. 435 i16 .. ; 6 8 .'-.."'_-,:2 < '2.5 , :.0.17 '.<10. 100 -: ;g• 8 ` L 16 7:20 6 Y 1.733 16 6.8 20 2.7 1.28 <8 120 9.0 427 17 :7:15: .,:6 Y:: 1.640 16 `: ; .67. 21: <2 0 . 0.89I <8 120 8.9 438. 18 7:45 6 Y 1.643 17 6.7 28 2.6 <.10 <8 100 7.7 449 19:. 7 20� 5.. 'Y 1: 600• '17 ,t -6 8- 2fi. 20 1.674 21 s r `1 610 " t•.:. 2.8/° ,,<.1 ' <8 " :, i 22 7:15 6 Y 1.638 17 6.9 25 3.1 <.10 <8 200 8.8 438 23 7 30 '.-,6 7 F , '25 ,2:5` <:10 1 - 13 < ,... 7 8 6 ;;_.__, �' ... _'441 ? � . 24 7:30 6 Y 1.578 18 6.8 27 400 8.1 450 25 a . ,.._.... •_ .'.- . ..ti1654 ! , .. `. , .., ... , ':=....t • ., _tea . . •�. :: ._7.;.., 26 1.733 1572 , .. 28 1.592 2.8 1.28 <17 29 ;7'40 : 6... Y?. 1 7.0 ..t':28_ , 2:5 150.. _ 26: 1:85 ... -:;8 6, , 452 e 30 7:15 6 Y 1.678 16 6.8 20 8.2 1.83 <13 300 8.5 449 tt , i- •-r. , a ,.--. , a: ,1 . ,, ! ; . r r; L AVERAGE 1.702 17 23 2.2 0.35 3 114 8.7 25.2 3.06 432 0.000 0.045 P MAXIMUM. .: 2•17' . ;`20 ;7•4 ; , ;;°28.. �8:•2 ,18$;• , 31s. ' 400 . 9.2 252 ,306. 457 ; <0 010 :0 045, P..:. MINIMUM 1.351 16 6.5 <10 <2.0 <.10 <8 28 7.7 25.2 3.06 400 <0.010 0.045 P ComP.(C).,Grab,(G) .•:- ., :. .G :G : , G:. :;C. _ , Monthly Limit 4.000 6-9 28 20 5 30 200 5.0 DEM Form MR -I (12193) Farms by WindowChem(707)864-0845;prn11158:v5.0:1/1/96 Copyright ©1992-1996, WindowChem Software TM, Inc.,(707)864-0845, All rights reserved. http://www.windowchem.com EFFLUENT NPDES PERMIT NO. • NC0020656 DISCHARGE NO. 001 MONTH December YEAR 2010 FACILITY NAME Leith Creek Wastewater Plant OPERATOR IN RESPONSIBLE CHARGE (ORC) Robert Ellis CERTIFIED LABORATORIES (1) Leith Creek Laboratory CHECK BOX IF ORC HAS CHANGED Mail ORIGINAL and ONE COPY to: ATTN: CENTRAL FILES DIVISION OF WATER QUALITY 1617 MAIL SERVICE CENTER RALEIGH, NC 27699-1617 CLASS IV couNTY Scotland GRADE IV PHONE (910)-276-3522 (2) Tritest, Inc. PERSON(S) COLLECTING SAMPLES R. Odom & T. Gales GORREC+TiE©aC©RX x 4/do (SIGNATURE OF OPERATOR IN RESPONSIBLE CHARGE) BY THIS SIGNITURE, I CERTIFY THAT THE REPORT IS ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE DATE DATE Operator Arrival Time: 2400 Clock Operator Time On Site ORC On Site? 50050 00010 00400 50060 00310 00610 00530 31616 00300 00600 00665 00095 01042 01092 71900 FLOW TEMPERATURE CELSUS : a RESIDUAL CHLORINE BODs 20° C AMMONIA NITROGEN :QTAL SUSEENDED fletg" FECAL COLIFORM (Geometric Mean) DISSOLVED OXYGEN TOTAL NITROGEN TOTAL PHOSPHOROUS CONDUCTIVITY COPPER U Z N MERCURY EFF p INF I= J Q 0 HRS HRS Y/N MGD 'C UNITS UG/L MG/L MG/L MG/L #100ML MG/L MG/L MG/L umho/cm MG/L MG/L NG/L 1 .715 6._, Y 1 637.. ,'-17, , .;67 28 , _.;79 ,,136 ._<1;7 ,t..150 :.'B•Q,. .` _ :456 2 7:15 6 Y 1.693 16 6.8 27 6.6 2.20 <17 140 8.3 449 3 ‘7 20 :_ 6 Y' , . , 1`.6,00., ,.. ,16 ..;: 6.9.. ,r25 4 1.741 5 1;590 a ' .,,. 7.5 . 0.94 <1:7 . ,.... . ,.. x 6 7:15 5 Y 1.650 14 7.0 14 7.7 1.05 17 200 7.1 465 7 7 15' :; `.6, Y y 1.637 14 ... ; ;<6 7 , ,„15 : ? 7.1z, ;1 60 y 17 160 ` 7 8 02 ' 10 56, 449 <0 010 0 061 20.0` 8 6:00 7 Y 1.610 12 6.8 18 8.2 2.38 28 250 8.0 475 9 7.15 6:,„, Y=. , 1590......12; s Y.::7 3 18 7.6 { `,220 , 18 1'60 ° 7 10 7:25 6 Y 1.647 12 7.1 15 350 7.5 471 11 . e. ... p.... 1' 752 ,. .. 71, _... .. ... .. .. .._: ,. .. �...,.....2..1 x i .. a ... ,., . ! .. a. . ,. ., .. _ .� ..... .. .. 12 1.633 4.0 2.25. <17 13...7 30 6',... Y ? 1.673 12 ; .7.1 Sr:16 , 7 0 °,f ,315 c _ 17 1.49 . 7.5,.. , >.:: ,a, .;475 14 7:45 6 Y 1.610 11 6.9 15 8.2 4.90 16 185 7.8 479 15. ;.. 7:45: 6,-, Y , .1'.680 1.1 71 `>15 7 6 • 1.<13 1'60 :`8 0 s 3 465 . 16 7:30 5 Y 1.659 9 7.0 16 7.8 4.01 <13 120 8.2 481 17 >7 00 6 (etr �1 ;814 r ,�10 ' t :;6 8 .14 ' k :;`>._.... `49 .,.3 8 2 � ,., ... 18 1.658 ,`6 0 - 20 7:15 6 Y 1.677 11 7.0 28 8.4 0.10 <13 100 8.0 480 2'1 ;.715" 6 `s ' 4 Y. `.3 ; rt'1.633 E 11„ 4 , �. �; v a;t 6 7 .2 4 $8•3,�, �1,10� �.�1.9=a. 70 3, >.< '" . _:;$•0. �:� �,.��....� r 4. , 475 ,_ _ 22 7:20 6 Y 1.638 11 6.8 24 7.9 2.12 17 90 8.2 469 23 7:30, , .6 Y::': 1.-623 1'1 .5 ..' 6 8 22 .5,y''<, ,. ;,;60, .:;,8• '470� .. ...,_ ,..,.:,..., 24 1.610 HOL IDAY 25 ._. 1611. - J ..., r. w.4. '::. ... _ 26 0.812 27 .f ,w- < k: 0 813 HOLi IDAY', i : ' ,,6 6 1 39) , <13 , ; y ' _, . . ?. 28 7:40 6 Y 1.574 10 6.9 12 6.7 1.66 <13 5 8.2 465 29. l:7 35,. s 6., Y;,:r ,6_ 1 62 .. � 10, s :.'6•8 24 _ 6; 3:30, . <17 . ,... . "8 30 7:30 6 Y 1.660 11 6.7 24 98 8.5 452 31 . ' 1 732 ,HOL IDAY: t AVERAGE 1.602 12 20 7.3 2.15 8 103 8.0 8.02 0.56 467 0.000 0.061 20.0 MAXIMUM 1814 - , 17 _7 3">28 ;8":4 9 4_99 28' � ' 350 J ;�$ 5 _ ,;8:02 , 0:5ti 4,81 _ .. <0:010 0 061 200.;. MINIMUM 0.812 9 6.7 12 4.0 0.10 <13 5 7.1 8.02 0.56 449 <0.010 0.061 20.0 Comp_ (C).G_rab (G) '.: ..:r :: _ t G <,G 'G <C ,: , ,C <C G ... ,Gr > , 'C _ r C `G . `C' = C` C ` Monthly Limit 4.000 6-9 28 20 5 30 200 5.0 39 orm mrc- Fors by WindowChem(707)864-0845;p/n11158;v5.0;1/1/86 Lopez, Dale From: Lopez, Dale Sent: Friday, May 27, 2011 12:11 PM To: Henson, Belinda Cc: Lopez, Dale Subject: Leith Creek response letter the CEI report requirements for CEI performed on February 3, 2011 Hi Belinda, I reviewed Robert Ellis's response letter that FRO received on April 20, 2011. You asked if they addressed all the issues that I noted in the CEI. They did, and some of Robert EIIis's answers are adequate, but there were several that were not (as the below list may indicate). 1. They are "in the process of locating a contractor who can repair the holes in the contact chamber". I think that one of the problems is that the holes in the contact chamber are directly under a small building, so I wonder about the structural integrity for the support of the building. In addition, the holes, indicate that they are not maintaining the contact chamber. 15A NCAC 08G .0204 (3): "operate and maintain the system efficiently and attempt to insure the compliance of the system ..." 2. They are "in the process" of scheduling repair work on the broken bracket on the weir of the aeration basin (old plant side). 3. They "are in the process of trying to partner with a local farmer to begin using the sludge hauler" tank truck that is located at the WWTP (and that has never been used). 4. They think that they cannot improve their procedure for the prevention of sludge spillage when breaking down the piping when hauling sludge. "The sludge spilled was the result of breaking down of the piping from the transfer pump after the pumping was finished. There is always some residual sludge left in the piping and it is impossible not to get any on the ground. Any sludge that is spilled is cleaned up and lime is applied to the area." (There are portable containment items available.) 5. It seems highly unlikely that they will strongly pursue building a new digester in the near future. "We request monies for a new 650,000 digester every year in our budget request." 6. Concerning my question as to why #3 clarifier sludge blanket was 12 feet deep, Robert Ellis responded that "due to our haulers running behind because of the weather conditions we were maintaining more sludge than normal" ... "we are only capable of decanting off 28,260 gallons at a time" from the small digester. "Also during this time the large digester (#2) which holds 680,120 gallons was being emptied by the contracted sludge hauler". (According to Ricky, the small digester had been emptied on January 215L, which was 12 days prior to this CEI, and they filled and decanted 28,260 gallons from the small digester on a daily basis). In my opinion, they were too close to going over the weir in #3 clarifier. I regret that I didn't request and watch Ricky take sludge judge readings on the other two clarifiers when I did the CEI (because now I suspect that they were also near to going over the clarifier weirs). I should have verified the complete status of the solids. Instead, I was satisfied that they were finally in the process of hauling sludge and I was relieved that solids were not going out Plant Outfall 001 when I did the CEI. 7. Robert Ellis said that the sludge production has decreased because the influent flow has decreased. (I think that there is a possibility that there is less food coming in from the industries). He said: "However we feel it is prudent that 3.2 million gallons be the permitted amount so that we have an adequate parameter to work within. From 2006 — 2010 1,260,871 gallons of sludge was applied to the drying beds." The following are the actual amounts of sludge that were land applied during 2006 to 2010: Year Event days % solids Gallons land applied 2006 April 10 thru April 14 2.97 787,000 Nov 20 thru Dec 4 1.19 930,000 1 2007 May 1 thru May 8 1.21 819,000 Dec 11 thru Dec 20. 2.18 to 2.97 839,500 2008 May 15 thru May 24 . 1.38 773,500 2009 May 14 thru May 20 1.34 806,000 2010 Jan 19 thru Jan 29 1.98 806,000 Total = . 5,761,000 To Drying beds for 2006 — 2010 = 1,260,871 gallons 5,761,000 + 1,260,871 = 7,021,871 gallons 7,021,871 gal / 5 yrs = 1,404,374 gal/yr to land ap & to drying beds The 1,404,374 gal/year average does not agree with what Robert Ellis said in his February 5, 2009 cover letter for the NPDES Permit Renewal (NC0020656): "We try to perform four land application events per year for a total of 3.2 million gallons. However if we need to apply more we will lime stabilize to perform these events more frequently". It doesn't agree because for the last three years, he only land applied approximately 806,000 gallons per year. Then, he holds the sludge from the drying beds for an indefinite number of years before he land applies it. But, even if he land applied all the wet sludge that goes to the drying beds plus all that is land applied as wet sludge, the volume is half of what he said that he would do: 1,404,374 gallons (for the average of 5 years) instead of 3,200,000 gallons. Any suggestions on how I should proceed with his response letter; etc. would be much appreciated. Thanks, Dale 2