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HomeMy WebLinkAboutNC0021504_Inspection_20110613AVA NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Dee Freeman Governor Director Secretary June 13, 2011 Brooks Lockhart, Manager Town of Biscoe Post Office Box 1228 Biscoe, North Carolina 27209 SUBJECT: Compliance Evaluation Inspection Town of Biscoe Wastewater Treatment Facility NPDES Permit No NC0021504 Montgomery County Dear Mr. Lockhart: Enclosed please find a copy of the Compliance Evaluation Inspection Report for the inspection conducted May 17, 2011. It was determined.that the Town of Biscoe (Town) was in compliance with NPDES Permit No. NC0021504. The following observations were made during the inspection. The Town should act on these items as deemed appropriate. 1. Flow Monitoring. A review of Discharge Monitoring Reports (DMRs) for the period February 2010 to March 2011 revealed flow values ranging from a low of approximately 0.126 MGD to a high of 0.587 MGD. Your current flow limit has been set at 0.500 MGD. As discussed with Mr. Stewart flow data can reveal the presence of Infiltration/Inflow (I/I). Significant I/I can lead to increased operation and maintenance cost, increased power consumption, sanitary sewer overflows (SSOs) and violation of NPDES permit limits. You .are urged to begin smoke testing and where possible TV inspections of the municipal sewer system if not currently ongoing. 2. Influent Splitter Box. As in the past it was noted that the influent structure of the WWTF does not equally split influent flow to the two aeration basins. The Town is urged to investigate this and act as necessary. 3. Grit Removal. The current WWTF is not equipped with influent grit removal. It is recommended that the Town evaluate the installation of grit removal equipment. Failure to install or maintain grit removal units can lead to the aeration basin filling.with sand and other settleable debris that can affect the overall operation of the facility. Further, large quantities of grit can cause excessive pump wear and maintenance costs. 4. Clarifier. The current WWTF has only one clarifier. With the suspected I/I issue noted above the fact that the WWTF has only one secondary clarifier is very important. Changes in flow rates to at or beyond the facility. capacity can cause losses of solids and can potentially lead to noncompliance. 5. Chlorine Contact Chamber. It was noted that the sludge depth in the chlorine contact chamber was approximately eighteen inches (18") deep. It is recommended that solids be removed whenever solids level has reached in excess on one foot. 225 Green St., Suite 714, Fayetteville, NC 28301-5043 Phone: 910-433-3300 l FAX: 910-486-07071 Customer Service: 1-877-623-6748 Internet: www.ncwaterquality.org An Equal Opportunity V Affirmative Action Employer One. NorthCarolina Nati/tally Mr. Lockhart June 13, 2011 Page 2 of 2 6. Sludge Drying Beds. It was noted that the sludge drying beds were partially covered with vegetation. It is recommended that the noted vegetation be manually removed as soon as possible. Please remember that the acceptance of grease onto sand drying beds can lead to clogged drains. 7. Data Validation. A review of selected Discharge Monitoring Reports (DMRs) revealed no issues. 8. Field Analysis. Please continue to perform field analysis for parameters covered under Certificate No. 5204. This includes proper calibration and record keeping. 9. Influent Sampling. It was noted during the inspection that the Town does not currently take influent samples utilizing the composite technique. The Town is asked to review the current NPDES pennit with regards to influent monitoring and provide to this office on or before July 18, 2010 a plan of action to address this matter. 10. Scum/Solids Baffles in Aeration Basins. Scum/Solids Baffles in aeration basins were observed to be corroded to the point that you can see through them in several locations. The Town should investigate repair or replacement of these baffles. I would like to thank Mr. Sam Stewart, ORC for his time taken to assist in the inspection. The Town is commended for continued efforts in maintaining compliance with your NPDES permit. If you or your staff has questions pertaining to this report or if I can assist you with other NPDES questions please do not hesitate to contact me at (910) 433-3300. Sincerely, Paul E. Rawls Environmental Program Consultant PER/per Enclosures: Inspection Report cc: Sam Stewart ORC Town of Biscoe [FRO Files._(Mark_Brantley) ___:: 1 United States Environmental Protection Agency EPA Washington, D.C. 20460 /"l Water Compliance Inspection Report Form Approved. OMB No. 2040-0057 Approval expires 8-31-98 Section A: National Data System Coding (i.e., PCS) Transaction Code NPDES yr/mo/day Inspection 1 I NI 2 15I 3I NC0021504 111 12I 11/05/17 117 Type Inspector Fac Type 18I CI 191gl 201 I IIII IIIIIIII III6s Remarks 21IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA Reserved--------- -------- 1 671 169 701 31 1 174 751 I I I 1 I I 180 L..1 711 1 721 NI 731 Section B: Facility Data Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include POTW name and NPDES permit Number) Biscoe WWTP Off NCSR 1556 Biscoe NC 27209 Entry Time/Date 09:30 AM 11/05/17 Permit Effective Date 10/05/01 Exit Time/Date 01:25 PM 11/05/17 Permit Expiration Date 14/05/30 Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s) /// Sammy Ray Stewart/ORC/910-428-4112/ Other Facility Data Name, Address of Responsible Official/Title/Phone and Fax Number Contacted James E Blake,PO Box 1228 Biscoe NC 272091228//910-428-4112/ 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 Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary) (See attachment summary) Name(s) and'Siggnnature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date Paul E Raw Division Division of Water Quality//919-733-5083/ • `43"- Signature of Management Q A R�,eviie�ew/err Agency/Office/Phone and Fax Numbers Date FRO WQ//910-433-3300 Ext.726/ GD - I4 -1 I ne}. 1 / Belinda S Henson i3el`'il � d• EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete. Page # 1 f 31 NPDES N00021504 111 121 yr/mo/day 11/05/17. Inspection Type 117 18ICI (cont.1 1 Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary) The following observations were made during the inspection. The T own should act on these item s as deemed appropriate or as indicated. 1. Flow Monitoring. A review of Discharge Monitoring Reports (DM Rs) for the period February 2010 to March 2011 revealed flow values ranging from a low of approximately 0.126 MGD to a high of 0.587 MGD. Your current flow limit has been set at 0.500 MGD. As discussed with Mr. Stewart flow data can reveal the presence of Infiltration/Inflow (1/1). Significant I/1 can lead to increased operation and maintenance cost, increased power consumption, sanitary sewer overflows (SSOs) and violation of NPDES permit limits. You are urged to begin smoke testing and where possible TV inspections of the municipal sewer system if not currently ongoing. 2. Influent Splitter Box. As in the past it was noted that the influent structure of the WWTF does not equally split influent flow to the two aeration basins. The Town is urged to investigate this and act as necessary. 3. Grit Removal. The current WWTF is not equipped with influent grit removal. It is recommended that the Town evaluate the installation of grit removal equipment. Failure to install or maintain grit removal units can lead to the aeration basin filling with sand and other settleable debris that can affect the overall operation of the facility. Further, large quantities of grit can cause excessive pump wear and maintenance costs. 4. Clarifier. The current WWTF has only one clarifier. With the suspected I/1 issue noted above the fact that the WWTF has only one secondary clarifier is very important. Changes in flow rates to at or beyond the facility capacity can cause losses of solids and can potentially lead to noncompliance. 5. Chlorine Contact Cham ber. It was noted that the sludge depth in the chlorine contact chamber was approximately eighteen inches (1 8") deep. It is recommended that solids be removed whenever solids level have reached or are found to be in excess of one foot. 6. Sludge Drying Beds. It was noted that the sludge drying beds were partially covered with vegetation. It is recommended that the noted vegetation be manually removed as soon as possible. Please remember that the acceptance of grease onto sand drying beds can lead to clogged drains. 7. Data Validation. A review of selected Discharge M onitoring Reports (DMRs) revealed no issues. 8. Field Analysis. Please continue to perform field analysis for parameters covered under Certificate No. 5204. This includes proper calibration and re cord keeping. 9. Influent Sampling. It was noted during the inspection that t he Town does not currently take influent samples utilizing the composite technique. The Town is asked to review the current NPDES permit with regards to influent monitoring and provide to this office on or before July 18, 2010 a plan of action to address this matter. 10. Scum/Solids Baffles in Aeration Basins. Scum/Solids Baffles in aeration basins were observed to be corroded to the point that you can see through them in several locations. The Town should investigate repair or replacement of these baffles. The Town is commended for continued efforts in maintaining compliance with your NPDES permit. Page* 2 • Permit: NC0021504 Owner - Facility: Biscoe VVVVTP Inspection Date: 05/17/2011 Inspection Type: Compliance Evaluation Operations & Maintenance Yes No NA NE Is the plant generally clean with acceptable housekeeping? !ninon Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ■ n n n Judge, and other that are applicable? Comment: ORC utilizes settleometer test for process contro. Permit (If the present permit expires in 6 months or less). Has the permittee submitted a new application? Is the facility as described in the permit? # Are there any special conditions for the permit? Is access to the plant site restricted to the general public? Is the inspector granted access to all areas for inspection? Comment: Drying Beds Is there adequate drying bed space? Is the sludge distribution on drying beds appropriate? Are the drying beds free of vegetation? # Is the site free of dry sludge remaining in beds? Is the site free of stockpiled sludge? ■ , n n n Is the filtrate from sludge drying beds returned to the front of the plant? ■ ❑ ❑ ❑ # Is the sludge disposed of through county landfill? ■ ❑ ❑ ❑ # Is the sludge land applied? ❑ n ■ ❑ (Vacuum filters) Is polymer mixing adequate? ❑ n ■ n Comment: See summary section of this report. Pump Station -.Influent Is the pump wet well free of bypass lines or structures? ■ ❑ ❑ ❑ Is the wet well free of excessive grease? ■ ❑ n ❑ Are all pumps present? ■ ❑ ❑ ❑ Are all pumps operable? ■ ❑ ❑ ❑ Are float controls operable? ■ ❑ n ❑ Is SCADA telemetry available and operational? ❑ ❑ ■ ❑ Is audible and visual alarm available and operational? ■ fl ❑ ❑ Yes No NA NE nn■n ■ nnn ■ nnn ■ nnn ■ nnn Yes No NA NE • 000 U nnn n■n❑ ■ nnn Yes No NA NE Page # 3 Permit: NC0021504 Owner - Facility: Biscoe VVWTP Inspection Date: 05/17/2011 Inspection Type: Compliance Evaluation Pump Station - Influent Comment: Bar Screens Type of bar screen a.Manual b.Mechanical Are the bars adequately screening debris? Is the screen free of excessive debris? Is disposal of screening in compliance? Is the unit in good condition? Comment: Screening container should drain into wastewater treatment facility. Secondary Clarifier Is the 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'/4 of the sidewall depth) Comment: 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? Yes No NA NE Yes No NA NE ■ n ■ ❑❑❑ ■ ❑❑❑ ■ ❑❑❑ ■ ❑❑❑ Yes No NA NE ■ ❑❑❑ ■ 000 ■ ❑❑❑ ■ ❑❑.❑ ■ ❑❑❑ ■ ❑❑❑ ■ ❑❑❑ ■ ❑❑❑ ■ ❑❑❑ ■ ❑❑❑ ■ ❑❑❑ Yes No NA NE Ext. Air Surface ■ ❑❑❑ ■ ❑❑❑ ■ ❑❑❑ ■ ❑❑❑ Page # 4 Fr Permit: NC0021504 Owner -Facility: BiscoeWWTP Inspection Date: 05/17/2011 Inspection Type: Compliance Evaluation Aeration Basins 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: Disinfection -Gas Are cylinders secured adequately? Are cylinders protected from direct sunlight? Is there adequate reserve supply of disinfectant? 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? Does the Stationary Source have more than 2500 Ibs of Chlorine (CAS No. 7782-50-5)? If yes, then is there a Risk Management Plan on site? If yes, then what is the EPA twelve digit ID Number? (1000- - ) If yes, then when was the RMP last updated? Comment: See Summary Section De -chlorination Type of system ? 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: Pumps-RAS-WAS Are pumps in place? Are pumps operational? Are there adequate spare parts and supplies on site? Yes No NA NE Innn n nnsi n nn■ Yes No NA NE ■ nnn ■ nnn ■ nnn ■ nnn n ■nn n nn■_ n n■n n n■n Yes No NA NE Gas ■ nnn ■ nnn ■ nnn nn■n n n■n Yes No NA NE ■nnn ■ nnn n nn■ Page # 5 Permit: NC0021504 Owner - Facility: Biscoe WWTP Inspection Date: 05/17/2011 Inspection Type: Compliance Evaluation Pumps-RAS-WAS Comment: Effluent Sampling Is composite sampling flow proportional? Is sample collected below all treatment units? Is proper volume collected? Is the tubing clean? # 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)? Comment: Effluent sampling is performed via portable sampler. Yes No NA NE Yes No NA NE ■ nnn ■ nnn ■ nnn ■ nnn ■ nnn ■ nnn Page # 6