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Home My WebLink About04) April JEFFERSONVILLE WASTEWATER- TR,EATMENT FACILl Monthly Operations Re} April, 2003 Prepared for: Peggy Wilder June 9, 2003 www.geocities.com/emc_jeJ. ENVIRONMENTAL MANAGEMENT CORPORATION June 9, 2003 701 CHAMPION ROAD JEFFERSONVillE. INDIANA 47130 812-285-6451 FAX 812-285-6454 Peggy Wilder CITY OF JEFFERSONVILLE City/County Building Jeffersonville, IN 47130 Dear Ms. Wilder: 1. Enclosed please find Environmental Management Corporation's (EMC) "Operations Report" for the month of April 2003, containing information on the following: 1.0 Effluent Quality 2.0 Design Loading Limits 3.0 Facility Operations 3.1 Pretreatment 4.0 Preventive and Unscheduled Maintenance 4.1 Sewer Call Report 4.2 Maintenance & Repair Expenditures 4.3 Repair & Replacement Expenditures 4.4 Table of Repair & Replacement Expenditures 4.5 Electrical Expenditures 4.6 Table of Electrical Expenditures 5.0 Facility Safety and Training 6.0 Sewer Collection System 6.1 Monthly Collections Analysis Report As always, we appreciate the opportunity to be of service to the City of Jeffersonville, and we are available to discuss this report, or any other aspect of our operations, at the convenience of the City. Sincerely, ENVIRONMENT AL MANAGEMENT CORPORATION ~c~~ Regional Manager " TLC;ks ~ " Jeffersonville Wastewater Treatment Facility Monthly Operations Report 1.0 EFFLUENT QUALITY During April, effluent quality was within NPDES permit limits for CBOD, TSS and NH-3. Table 1.1 summarizes the effluent quality data. Attachment A contains Time Series Plots of Carbonaceous Biochemical Oxygen Demand (CBOD) and Total Suspended Solids (TSS) values. Attachment B contains Time Series Plots of Aeration Mixed Liquor Suspended Solids (MLSS) and Sludge Volume Index (SVI). Carbonaceous Biochemical 25 mg/l 6.5 mg/l Oxygen Demand (CBOD) Total Suspended Solids 30 mg/l 9.03 mg/l (TSS) Fecal Coliform MPN 2000 colonies/1 OOml 100.81 colonies/1 OOml Chlorine Residual 0.01 mg/l 0.01 mg/l Ammonia 3.0 mg/l .1814 mg/l Average Dry Weather 5.2 design 4.11 MOD Flow Table 1.2 Wet Weather vs. D Average Flow of Wet Days Number of Dry Days Average Flow of Dry Days *Wet Day = Rain (>0.1 in) and three days after 5.96 MOD 6 4.11 MOD 2.0 DESIGN LOADINGS LIMITS --- The Flows and Loadings report for April 1994 through April 2003 can be found in Attachment C. --- 10f5 Jeffersonville Wastewater Treatment Facility Monthly Operations Report 3.0 FACILITY OPERATIONS ,-.... Attachment D contains a list of septic haulers that discharged at the facility during the month of April. - During April, the treatment processes performed very well. All effluent parameters were well within range. Operations changes were made to improve settleability, which included chlorination ofRAS, and mixer speed changes. Some of the highlighted Facility Operations are as follows: . Soft Start for blowers. . Polymer Machine replacement bids were requested. . Annual inspection of CL2 and S02 equipment performed by Chlorination Corporation. . Annual inspections on all hoist & cranes performed by Crane America. . Dodge Ram taken out of service due to maintenance and safety issues. . Wood chips hauled out of plant. . Annual maintenance performed on all lawn equipment. . Cross training of Collection System personnel and Maintenance/Lab personnel. 3.1 PRETREATMENT Pretreatment activities for the month included the following: . Annual composite sampler was put out at Wyandot on April 18th. . Met with representatives of Altec on the possibility of ceasing operation of their wastewater treatment plant. They are to gather and present more information. 4.0 SEWER MAINTENANCE CALLS Table 4.1 represents all sewer maintenance calls for the month. Table 4.1 Monthl Sewer Call Re ort 04/01 Ms. Boyer 1616 E. 8t Street Backup Residential 04/02 Precision 207 Chippewa Dr Backup Residential 04/02 Helen 300 Pearl Backup Residential 04/03 Stemler 313 E. Market Line Gurgling Other 04/08 Regional Youth 125 W. Court Backup Residential 04/08 Ms. Craven 1010 Robin Drive Odor Odor 04/14 Mr. Bond 901 E. Court Backup Residential 04/14 Ms. Bean 1704 Field Dr Backup Residential 04/14 Stemler 1906 Ruck Backup Residential 04/15 Ms. Sprague 721 E. Chestnut Other Other 04/19 Ms. Bailey 1010 Pratt Backup City 04/25 Mr. Shaw 1029 Springdale Backup City 20f5 Jeffersonville Wastewater Treatment Facility Monthly Operations Report 04/25 Century 21 1302 E. 10 St Backup Residential 04/26 Precision 3018 Douglas Blvd Backup Residential - 04/26 & Mechanic IAWC 10 Other Other 04/27 Precision 4503 Slone Backup Residential 04/28 Ms. Bowyer 1616 E. 8 St Backup City 04/28 Ms. Hall 2302 Crums Lane Backup Residential 04/28 Betty - Fire Crestview Firehouse Odor Catchbasin 4.2 MAINTENANCE & REPAIR EXPENDITURES Maintenance & Repair expenditures are detailed in Attachment E. 4.3 REPAIR & REPLACEMENT EXPENDITURES Table 4.4 represents Repair & Replacement expenditures for April. Y ear- To-Date $45,876.53 $100,008.00 $54,131.47 4.5 ELECTRICAL EXPENDITURES Table 4.6 represents the facility electrical expenditures for the month as well as providing a year to date total. April $14,790.96 Year-To-Date $183,127.30 $160,320.00 ($22,807.30) 30f5 Jeffersonville Wastewater Treatment Facility Monthly Operations Report 5.0 FACILITY SAFETY & TRAINING A safety inspection was conducted on April 30, 2003. The rating was 99%. There were no deficiencies reported. Our plant is still in excellent shape. A copy ofthe Safety Inspection Report is included as Attachment G. 6.0 SEWER COLLECTION SYSTEM AND PREVENTATIVE MAINTENANCE During the month, there were 33 sewer calls. Please see table 4.1, Monthly Sewer Call Report and table 6.1, Monthly Collection Analysis Report, for a more detailed breakdown of monthly sewer maintenance. During the month of April trouble spots were cleaned. Crews spent a week vactoring out catch basins, storm lines, and boxes at the Eastern Blvd. Viaduct. To get better drainage, the City will clean out the ditch near the Eastern Blvd. Viaduct. Crews cleaned and TV'ed to locate five taps for the City and cleaned and vactored out ten catch basins. Crews cleaned and TV' ed Grubbs Ave. and found that several taps have root problems. Middle School, Colonial Park6, Crums Lane I, Creek Stone, East Brook, and Ewing Lane wet wells were vactored for grease on the preventive maintenance program. New controller for generator backup at 10th Street lift station has been installed. A rebuilt soft start has been installed on the #3 pump at the 10th Street lift station. 40f5 Jeffersonville Wastewater Treatment Facility Monthly Operations Report --- Feet of Sanitary Sewer 9,380 12,944 Cleaned Feet of Storm Sewer 5,566 6,814 Cleaned Catchbasins Cleaned & 9 6 Vactored Catchbasins Raised 0 0 Feet of Sanitary Sewer 3,947 456 Televised Sewer Tap Inspections 0 0 Dye Tests 0 0 Manhole Castings 0 0 Replaced Air Tests Manholes Sealed - 56 1 3 11 ATTACHMENTS A. Time Series Plots - CBOD & TSS B. Time Series Plots - MLSS & SVI C. Flows & Loadings Report D. Septic Haulers Report E. Maintenance & Repair Expenditures F. Safety Inspection Report G. DMRlMRO 50f5 sa. STRAND ""EH SUBSIDIARY ASSOCIATES,INC,. ENGINEEl=l:S D Information Only MEMORANDUM [8] Project Specific 2-944-002 D Policy Memo - File With TO: FROM: DATE: RE: Thomas R. .~MaYOr and Jeffersonville Sewer Board Mark Snev June 9, 2003 Review of Combined Sewer System Operations - April 2003 We have completed our review of EMC's Combined Sewer System (CSS) operations. The purpose of our review was to evaluate CSS data and operation strategies to verify that EMC is operating the CSS in accordance with the approved CSOP and in the best interest of the City of Jeffersonville. To complete our evaluation, we have reviewed EMC's CSO DMR. PEH Engineers also met with EMC to discuss CSS operation and implementation status of the CSOP. A total of 5.5-inches of rain feel during April. The historic average total rainfall for April is 3.25-inches, thus April 2003 would be considered above average for rainfall. During the month of April there were two rain events that resulted in CSO discharges. Table 1 provides a summary of the rainfall events and the discharges that occurred during the month, The CSO events that occurred on April 17th began mid morning and lasted for about 1 hour, while the April 20th CSO event occurred overnight and lasted for approximately 1 hour. The peak flow received at the treatment plant on April 17th was 25.0 mgd and on April 20th was 23.0 mgd, which were above the rated 3-hour peak flow capacity of 22.8 mgd for the facility. During these CSO events, EMC was able to avoid a CSO from the separate sanitary system pump stations (Spring Street, Mill Creek, Arctic Springs, Ewing Lane and Louise Street). " EMC inspected the CSOs on a daily basis throughout the work week and documented the overflow status on inspection logs. There were no dry weather CSO discharges in the month. EMC also checked the condition of CSO notification signs in April and replacement of ten signs identified to be in unacceptable condition will be completed by the beginning of June. In the future, EMC will check these at least monthly and replace missing or damages signs as necessary. A meeting was held at the beginning of May with EMC to discuss several CSO related matters. A status report on the identified action items is provided in bold. 1. EMC will contact Significant Industrial Users discharging to the Tenth Street Pump Station to see if they have the ability to hold back wastewater in their pretreatment systems when the Tenth Street pump station is overflowing. Any such reduction in industrial flow will reduce the CSO volume and will keep industrial pollutants out of the overflow. EMC will contact PQ Corporation, Gerge Pfau, and Alumnitec (now called Altech). EMC has sent letters: to these three industries. One industry has already placed a protocol into service. The other two industries are working on developing a protocol. \\PEHLOUFOI\VOLlISDATA\@PEH\901--950\944\OO2\WRD\Review ofEMC css 0403 inem(),doc\o60903 .' Page 2 June 9, 2003 2. EMC will meet with Wyandot foods and arrange for them to hold their wastewater flow in their equalization tank if EMC notifies them. EMC will request a short duration stop in discharge if they need to shut off pumps in the Tenth Street PS. The net effect will be a reduction in CSO volume if Wyandot can accommodate the request. EMC has sent a letter to 'Nyandot. Wyandot is looking into the feasibility and will develop a protocol if feasible. 3. EMC will keep track of the number of CSO catch basins and combined sewers c1e:med on a monthly basis. EMC currently tracks these efforts, but does not differentiate between the CSS and the rest of the system. Efforts are underway. Nearly all of the catch basins cleaned by EMC are in the combined sewer system (CSS). Public works cares for the catt[:h basins outside the CSS. 4. EMC will track and report any basement backups or property owner complaints in the CSS. EMC currently tracks these efforts, but does not differentiate between the CSS and the rest of the system. EMC will attempt to database all basement backups in the CSS. They will review historical files to help start the database. Efforts are underway. 5. EMC will begin printing daily flow and level charts from the SCADA system for the pJimary lift stations. EMC is working with the SCADA programmer to create a database or spreadsheet with such critical information. EMC has implemented this recommendation. SCADA programming is being modified to allow capture of flow and level information. 6. EMC will prepare a SOP for the routine inspection and preventive maintenance of the flood control sluice gates. These gates protect the CSS from flooding when the Ohio River floods. EMC will inspect these semi-annually. PEH will assist EMC in modifying their SOPs. for flood gate operation to protect the CSS from backwater effects duJing an Ohio River flood. PEH and EMC are working on this. 7. EMC will attempt to coordinate the Tenth Street PS wet well level with the flooding of the lowest basement on Spring Street (Southern IN Pediatrics). In the future, wet well levels approaching this critical elevation will be monitored and the Backflow prevention gate will be lifted to reduce headloss and avoid backup into this basement. EMC reports the only time the basement floods is when they have to shut off a pump at Tenth Street PS. Shutting off pumps at Tenth Street PS is a critical to the flexibility of operating the CSS system. A backwater or isolation valve should be installed to isolate this basement from flooding. 8. EMC will dye trace the Power House and Camp Powers lift stations to confirm their discharge locations. EMC will also evaluate if roof drains are connected to the Power House lift station and the discharge location for any overflow from the Power House lift station. Efforts are underway. 9. EMC and PEH will meet with the City Attorney to discuss holding a meeting with the Falls of the Ohio State Park regarding notification following CSO events that discharge into the upper pool of the Ohio River. Meeting with City Attorney needs to me scheduled. 10. The ability to add three real-time rain gauges and connection to the SCADA system will be investigated. Locations have been tentatively selected (Tenth Street PS, Spring Street PS, and Ewing Lane PS). These locations would provide reasonably good coverage of the CSS. EMC is asking the SCADA programmer to determine the feasibility of capturing the information on a real-time basis. 11. The ability to add an inspection manhole for CSO confirmation at the Penn Street overflow will be evaluated. Presently, the overflow structure is in a Flood Control structure and cannot be routinely inspected. Will be looked at in the field. [Initials ]\\PEIll..OUFOl WOLl \SDA T A \@PEH\901--950\944\002\WRD\Review of EMC CSS 0403 memo.doc\060903 Page 3 June 9, 2003 Several new items have been added to the list based on a recent meeting with EMC. These indude: 12. EMC will televise a sewer on the Jeffboat property that may intersect the Market Street interceptor between Penn and Graham. This sewer may turn out to be a storm sewer or, at worst case, a new combined sewer overflow. 13. EMC confirmed the wetwell settings in the SCADA system for Tenth Street, Mill Creek and Spring Street Pump stations. EMC has reprogrammed the SCADA settings and now has confidence in the elevations required before an overflow occurs. 14. EMC and PEH attempted to dye trace the discharge from Louise Street and Ewing Lane Pump station CSOs. It was confirmed that Ewing Lane does not have a combined sewer overflow and the Louise Street PS CSO has been grouted full and cannot overflow. We recommend eliminating these CSOs from the City's NPDES permit as part of the long term control plan. 15. EMC will attempt to provide some sort of visual evidence that can be checked and reset at individual CSO weirs on the Market Street interceptor. The purpose of this will be to more accurately assess if a CSO has overflowed from one day to the next. The status of these items will be reported on in future monthly reports. [Initials]\\PEHLOUFOl \VOLl \SDA T A \@PEH\901--950\944\002\WRD\Review ofEMC CSS 0403 memo.doc\060903 TABLE 1 COMBINED SEWER OVERFLOWS FOR APRIL 2003 Estimated Peak WWTP Duration of Discharge flow during Rainfa Discharge Volume Daily WWTP discharge Date II (in) Discharging C80 (Hours) (MG) Flow (MGD) (M1GD) 04-Apr-03 0.2 None NA NA 5.7 11.2 06-Apr-03 0.55 None NA NA 6.6 25.0 08-Apr-03 0.15 None NA NA 4.7 10.2 09-Apr-03 0.1 None NA NA 5.1 12.1 16-Apr-03 0.75 None NA NA 4.7 18.5 17-Apr-03 1.1 013 (Graham 8t) 1 0.01 13.9 25.0 018 (10th 8t P8) 1 0.02 20-Apr-03 0.5 013 (Graham 8t) 1 0.01 6.7 23.0 018 (10th 8t P8) 1 0.02 24-Apr-03 0.5 None NA NA 5.3 24.5 25-Apr-03 1.2 None NA NA 12.8 2:5.0 28-Apr-03 0.25 None NA NA 5.7 20.0 29-Apr-03 0.2 None NA NA 5.3 10.5 TOTALS 5.5 4 0.06 The 3-hour peak flow capacity at the WWTP is 22.8 mgd and the sustained peak flow at the WWTP is 16 mgd. \. ) s:I. STRAND ASSOCIATES,INC." E"!GINEE!'lS PEH SUBSIDIARY EXECUTIVE SUMMARY TO: FROM: DATE: RE: Thomas R. Galligr. n, M and Jeffersonville Sewer Board Mark Sneve, P.E. May 27, 2003 Review of EMC Operations - April 2003 We have completed our monthly review of EMC's operations. The following items summarize the attached memo: The WWTP received the following average flows and loadings during the month: o 91% of design BOD loading, o 89% of design TSS loading, o 65% of design ammonia loading, and o 79% of design flow (dry weather data only) o 108% of design flow (all flow data) The WWTP did not have any permit violations during April. The activated sludge process is operating well. All process parameters are within acceptable ranges. Settling is acceptable, but is higher than desired. . EMC's concerns are: Clarifier Painting - Clarifiers 1,3, and 4 are planned for painting in June. SCADA System - Only the record drawings remain to be received. Maintenance - EMC completed many major maintenance tasks during April including: . removal of accumulated grease in several lift stations . installation of new transfer switch on the Tenth Street Pump Station Emergency Generator . analysis of oxidation ditch aerator gear box oil . installation and repair of soft start for Tenth Street Pump Station Pump No.3 . repair of soft start on blower no.2 . annual inspection for Ch and S02 chemical feed equipment . annual inspection of all hoists and cranes . annual maintenance on all lawn equipment . cross training of collection system and plant personnel. Lift Station Upgrades - Magnolia Lift Station upgrades will likely begin in May. Polymer System - EMC soliciting quotes to replace old polymer system currently in operation at the plant. Pretreatment Program - EMC completed the annual sampling on Wyandot Foods. S:\@PEH\901--950\944\002\WRD\Review ofEMC Operations - April, 2003 exec sum.doc\052703 ~ STRAND ASSOCIATES, ING.. ENGINEERS PEH SUBSIDIARY MEMORANDUM o Information Only ~ Project Specific 2.944-002 o Policy Memo - File With TO: FROM: DATE: RE: Thomas R. Galligan, May' r and Jeffersonville Sewer Board Mark Sneve, P .E., May 27, 2003 Review of EMC We have completed our monthly review of EMC's operations. The purpose of our review was to evaluate plant data and operation strategies to verify that EMC is operating the wastewater treatment plant in the best interest of the City of Jeffersonville. To complete our review of the April operation, we have reviewed the following: . Current contract between EMC and the City of Jeffersonville; . EMC's DMR and MaR for April 2003 (received bye-mail 05/15/03). PER Engineers discussed operating conditions with EMC during the month. Our review focused on EMC's monthly operation report (MOR). We have produced four pages of graphs from the monthly data provided (consistent with past monthly reviews). WWTP Loadings: The first page presents influent mass loadings and influent flows compared to design values. o Influent BOD loadings are averaging 91% of the design loading (10,581 IbId). Two peak loadings of 33,430 lb/day and 29,867 lblday were observed on April 17tlJ. and April 25th, respectively. These peak loadings were a direct result of rain events resuspending solids from the combined sewer system. There were no violations of effluent limits as a result of these loadings. o The TSS loading averaged about 89% of design (10,105 IbId). Two peak loadings of 37,144 lb/day and 19,7341b/day were observed on April17tlJ. and April 25tlJ., respectively. These peak- loading events coincided with rain events. There were no violations of effluent limits as a result of these loading. o The influent ammonia graph shows daily, 7-day, and 28-day moving average mass loadings. The NH3-N loading averaged 65% of the design loading (867 IbId). Peak loadings of 1,904 lblday and 1,131 lb/day were observed on April 17tlJ. and April 25th respectively. There were no violations of effluent limits as a result of this loading. o The influent flume data has been reported to IDEM as the plant flow since April 1, 2001. The peak flow capacity of the WWTP is 22.8 mgd and the peak sustained flow capacity is 16 mgd. The average flow during dry weather periods for the month of April was measured to be 4.11 S:\@PEH\901--950\944\OO2\WRDIReviewofEMC Operations - Apri12003 memo.doc\052703 Page 2 May 27, 2003 mgd or 79% of the plant capacity (5.2 mgd). The average flow during the entire month of March was measured to be 5.59 mgd or 108% of the plant capacity (5.2 mgd). The peak daily flow reached 13.92 mgd on April 17th, below the "rated" capacity of 16 mgd. April was an above- average rainfall month, with 5.50 inches of total rainfall recorded. Effluent Quality: The second page of graphs show the plant performance for effluent CBOD, TSS, and ammonia compared to the weekly average and monthly average effluent limits. The 7-day moving average (MV A) effluent concentration is used to compare to the weekly permit limit and the 28-day moving average effluent limit is used to compare to the monthly average effluent limit. April is the last month of less stringent effluent limits, which will change on May 1. The WWTP did not violate any conventional permit limits during April. o Effluent CBOD concentrations were well below permit limits. o Effluent TSS concentrations were well below permit limits. o Effluent NH3-N concentrations were well below permit limits. Activated Sludge Process: The third page of graphs shows typical activated sludge parameters. o The first graph shows the food to mass of volatile organisms (F:Mv) ratio. For extended aeration activated sludge wastewater treatment plants, the target F:Mv is typically between 0.08 and 0.1. The activated sludge plant averaged 0.09 for April. o The next graph shows the sludge volume index (SVI). SVI is an indicator of settleability of the mixed liquor. SVls below 150 are not cause for concern. SVI above 150 suggests poor settling characteristics. SVI levels for the month of April averaged over 200. SVls appear to have plateaud and may be reducing. EMC began chlorinating of the return sludge in April to reduce the number of filaments. The average sludge age for this month was reduced to 19 days, but overall EMC has conscientiously maintained their sludge age at or below the target of 22 days when compared to previous winters where the sludge age was allowed to rise to compensate for slower microbial activity in the colder weather. EMC should continue to watch microbial populations/diversity and sludge age closely. EMC maintains the capability to place additional clarifiers in service and enhance settling by polymer addition during days with high flows and poor settling. o The next graph shows the organic loading rate for the oxidation ditch activated sludge process. Your activated sludge process was designed with an OLR of 15-lb BOD/day/WOO cf. The 28- day running average OLR varied between 12 and 14 throughout the month. This is within a reasonable range. o The next graph includes the solids loading rate (SLR), a measure of the mass of solids in the influent to the clarifiers. "Ten States Standards" limits the solids loading rate to less than 35 Ib/d/sf of clarifier surface area. The chart shows the daily, 7 day MV A and 28 day MY A SLR. The SLR has been averaging about 16 Ib/d/sf with a daily peak of 29 Ibid/sf for the month of April. We have included a chart that shows the daily SVI and SLR data versus the curve from WEF MOP 8 and a curve specific to the Jeffersonville plant. This Jeffersonville curve was created by reviewing data from peak wet weather events over a three-year period as part of the CSOP update. Operation above this curve has resulted in effluent TSS violations. The chart demonstrates the plant is operating below the "textbook" and Jeffersonville curves. o The next plot is for mixed liquor suspended solids (MLSS in mgIL). The MLSS concentration of the activated sludge plant varied between 2,640 and 4,240 mgIL averaging about 3,660 mgIL. Typically MLSS ranges from 2,500 to 4,500 mgIL for the extended aeration process and these [Initials]S:\@PEH\901--950\944\002\WRD\Review ofEMC Operations - April 2003 memo.doc\052703 Page 3 May 27, 2003 results fall well within the parameters. EMC no longer targets a MLSS concentration to control the process; they now target a constant sludge age. In the past, when the MLSS concentration dipped below 2,000 mg/L the nitrification process was affected. o The next graph shows the mixed liquor volatile suspended solids (ML VSS in mg/L) ML VSS has been varying between 1,704 and 2,841 mg/L with an average of 2,441 mg/L. This range is reasonable. The ML VSS shows the same trending as the MLSS graph. The minimum ML VSS to sustain complete nitrification appears to be 1,800 mg/L based on previous operational data. o The next graph shows the yield of solids from the activated sludge process. The yield is defined as the pounds of TSS produced per pound of BOD removed. For an extended aeration activated sludge plant, a yield between 0.8 and 1.1 is reasonable. Your plant had the 28-day moving average yield of 1.03. o The last graph shows the Sludge Age, a measure of the average time a microorganism spends in the activated sludge system. We recommended that the activated sludge process be operated to maintain a constant sludge age rather than a constant MLSS. A sludge age of 20 to 25 days is typical. Your plant has an average sludge age of 19 days in April. In summary, the activated sludge process is performing well (BOD, TSS, and NH3-N removal). The average SVI levels appear to have peaked and now appear to be decreasing. We recommend adding an anoxic zone preceding the oxidation ditch to improve the poor settleability of the sludge observed in early 2000 and again in early 2001 and late 2001. Such a tank could be added during a major reconstruction process, due to the need to disrupt process flow. In the interim, EMC may be able to operate aerators at low speed for times to create anoxic conditions; this should be initiated with great caution as evidenced by the increasing effluent CBOD concentrations when attempted in mid-July 2000. EMCs Concerns (accordin2 to EMC's Mav 15.2003 letter): Lift Station VFD Installation - The addition of VFDs to the main lift stations is recommended by EMC. John Toombs I Jorge Lanz, (JTL) Engineers continues to work on the Spring Street, Mill Creek, and Tenth Street Pump improvement projects. Nofurther progress has been made. Clarifier Painting - Bids have been approved and painting is scheduled to begin in June for Clarifiers 1, 3, and 4. SCADA System - Only the record drawings remain to be received. Maintenance - EMC completed many significant maintenance tasks during April including: removal of accumulated grease in several lift stations, installation of new transfer switch on the Tenth Street Pump Station Emergency Generator, analysis of oxidation ditch aerator oil, installation and repair of soft start for Tenth Street Pump Station Pump No.3, repair of soft start on blower No.2, annual inspection of Ch and S02 chemical feed equipment, annual inspection of all hoists and cranes, annual maintenance on all lawn equipment, and cross training of collection system and plant personnel. Lift Station Upgrades -Magnolia Lift Station upgrades may begin in May. Utility Vehicle - Due to maintenance and safety concerns the Dodge Ram is out of service. EMC looking into replacement of plant vehicle. [Initials]S:\@PEH\901--950\944\002\WRD\Review ofEMC Operations - April 2003 memo.doc\052703 Page 4 May 27, 2003 Polymer System - EMC soliciting quotes to replace the existing polymer system currently in operation at the plant. Pretreatment Program - EMC completed the annual sampling on Wyandot Foods. cc: John Toombs I Jorge Lanz, JTL Tim Crawford, EMC Brian Dixon, City of Jeffersonville Jack Jordan, Sewer Board Jeffery Caldwell, Sewer Board Attachments 2-944.002lCS [Initials]S:\@PEH\901--950\944\002\WRD\Review ofEMC Operations - April 2003 memo.doc\052703 Jeffersonville WWTP PEH Engineers Influent BOD, Ibid vs. Design Loading I-Daily -7dMVA.-28dMVA- - Design Loading I 36000 27000 18000 9000 o ~\:)':> \:)\:)':> \:)\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~<'/; ~<'/; ~<'/; I\fP py.<'/; ~<'/; ~<'/; 0<'/; ~fP r:iJ.<'/; ~<'/; ~<'/; ~<'/; (\.fP py.<'/; ~ ~ ~ ~. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Influent TSS, Ibid vs. Design Loading I-Daily -7 d MVA -28 d MVA - - Design Loading I 12000 36000 24000 o ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> "fP ~<'/; ~<'/; AfP py.<'/; "fP ~<'/; 0<'/; ~\<'/; r:iJ.<'/; "fP ~<'/; ~<'/; (\.fP py.<'/; ~ ~ ~ ~' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Influent NH3-N, Ibid vs. Design Loading I-DailY -7dMVA -28dMVA - - Design Loading I 2000 1500 1000 500 o ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)'"'::J ~\:)'"'::J ~\:)':> ~\:)'"'::J ~\:)':> ~\:)':> ~\:)'"'::J ~\:)':>. ~\:)':> ~<'/; ~<'/; ~<'/; AfP py.<'/; ~<'/; ~<'/; 0<'/; ~fP r:iJ.<'/; ~<'/; ~<'/; ~<'/; (\.fP py.<'/; ~ ~ ~ ~' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Influent Flow, mgd vs. Design Flow (all data) I-Daily -7dMVA -28dMVA- - Design Flow I 16.0 12.0 8.0 4.0 0.0 ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~\:)':> ~'V r.}'V ~<'/; A ~ py.'V ~'V <?}<'/; 0<'/; /I,. {V ~<'/; ~<'/; p; p; {V ~ ~ ~ ~ ~' ~ ~' ~' ~' ~' ~' ~'l- ~'l-~ ~rt' ~<V ~rf' Jeffplantdata-0403.xls 5/27/2003 Jeffersonville WWTP PEH Engineers . Monthly Effluent CBOD VS. Permit Limit 30 ..... 40 -. Cl E 30 C o 20 m o 10 24 ~ E 18 C o 12 m o o 1 2 3 4 5 6 7 8 9 1011 12131415161718192021222324252627282930 Date I . 7 d MV A Effluent.. .. Wk. Ave. limits I 1 2 3 4 5 6 7 8 9 10111213141516171819202122 23 24 252627282930 I-+- 28 d MV A Effiuent.. .. Mo. Ave. limits I Weekly Effluent TSS VS. Permit Limit Monthly Effluent TSS vs. Permit Limit 50 35 30 ..... 25 0, E 20 (J) 15 en I- 10 40 ..... 0, 30 E (J) 20 ~ 10 1 2 3 4 5 6 7 8 9 1011 12131415161718192021222324252627282930 Date I . 7 d MVA Effluent.. .. Wk. Ave. limits I 1 2. 3 4 5 6 7 8.8 1011.1213141516171819202122 23 24 2526 27 28 29 30 n!lltA I . 28 d MVA Effluent" .. .. Mo. Ave. limits I Weekly Effluent NH3-N VS. Permit Limit Monthly Effluent NH3-N VS. Permit Limit 5.0 3.5 .....4.0 0, E3.0 Z co;2.0 J: 21.0 3.0 ..... 0,2.5 E 2.0 ~1.5 ('I) J: 1.0 Z 0.5 0.0 0.0 1 2 3 4 5 6 7 8 9 1011 12131416161718192021222324252627282930 Date I . 7 d MV A Effluent.. .. Wk. Ave. limits I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1817 18192021 222324252627282930 Date I . 28 d MVAEffluent.. .. Mo. Ave. limits I Jeffplantdata -0403.xls 5/27/2003 Jeffersonville W Jeffplantdata-0403.xls 0040 0.35 0.30 0.25 0.20 0.15 0.10 0.05 0.00 ~ ~ ~ ~ ~ ~ ~ 8 ~ ~ 8 ~ ~ 8 ~ ~ 8 ~ 8 8 8 ~ ~ ~ ~ ~ ~ ~ ~ ~ @ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ @ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ v ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ SVI -Daily -7dMVA -28dMVA 330 300 270 240 210 180 150 120 90 &" "," &" "," ",," &" ",," &" &" &" -"," ",," ",," -","",," ,fP # ,,;,'1; <\,1J .o.'fJ' ,fP ,"'fJ' <}'I; ~fP ~'I; ,IV ",'fJ' f}'I7 A1.~ .Jii,'fJ' ~ ~ ~... b.\' b<\~ ~.... ~.... ~... ~.... ~' ~q.; ~rJ.,;r ~'l.i t}fl; t$v OLR, Ib BOD/d/1000 cf I-Daily -7dMVA -28dMVAI 40 30 20 10 o 1"&" ,&" If" ,p>"''' If" ,p>"''' &" If" #' fY<3>" ,f" #' #' ,f" f.<3>" ~' ~~v ~'1 '11<'" ~Oj ~...., ~....rfJ ~...~ ~~ ~~ ~I"v"" ~4J ~<f) ~rV '*~ 35 28 21 14 7 o '" d' 0" '" ,~<j' _Iii' If ~<j' tJ t>S)' I:J,.t> t>.~ #-&>-&> d'# ~&" ~ ~ ~ ~ ",{P ,fV' "fV' 4f' ,{P .<1' .:;'" ",<I' #' A<I' .'# \>0'- ~... ~.... ~' ~.... ~' 4V ~v .fJ t;..{V ~ MLSS, mg/L -Daily -7dMVA -28dMVA 4500 4000 3500 3000 2500 2000 1500 " #' " ",," " ",," ",," ",," -"," -"," -"," &" ,s>" " ~ .:;# #' ",f <\W ,.# ,,'I," ,"'fJ' <}'fJ' ~W ~'fJ' .:o'fJ' r? _0'1; A,f.Jii,# ~ .; ~ t.\' ~ ~... ~.... ~.... ~.... ~... ~q, ~t'i; ~v ~~ ~v ML VSS, mg/L -Daily -7dMVA -28dMVA 2700 2200 1700 1200 ,f" ff''' #''' 1"# ff''' 1"<3>" #''' #''' 1"<3>" re><? 1"<3''' l' re><? ,'1,<3>" ,#" ~ ~ # .t- ~ ~ ~ ~ ~ ~ $ # ~ # # 1.50 1.25 1.00 0.75 0.50 0.25 0.00 ",," ",," ,s>" ",," &" "," ,s>" -&> ",," ,s>" ,,,,," ",," -"," -"," ,s>" ,W ,"'fJ' ,,{D "W r.{D ,4' ,.'1; <}<II' "W ~'I; ,fP' riP f}'fJ' A''fJ' .Jii,'I; ~ ~ ~ ~. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~v 25 20 15 #~##~#~##~~~~##~~#~~~#~~####~d' ~~ 1>~'~fl; ~~ ~rt>-rlJ.q;_t\.\~-~r,; ~r,; ~tf;' ~~-1>~.~rtr-~q; 4" f(j.rV~'\&-<iJq; O;1j~tIl.rt;r...\rfj~n\q; ~1j-~1j~q; _ur,; (I,\rr; _~rr; _Ol.rfj-~if ~ ~ ~ ~ ~ ~ ~. ~ ~ t;.." ~.... 'i).'" ~... ~... ~... ~... *'" ~... *' *"'- *~ ~:v ~q; 'i).'ll ~v *<rJ' ~q; ~o/ t;..o/ 'i).r>J PEH Engineers 5/27/2003 Jeffersonville WWTP PEH Engineers Daily Data for SVI and SLR plotted on curve from WEF MOP 8 (Figure 11.25, Design Solids Loading versus SVI) Assumes no solids inventory in the Clarifier and multipoint Drawoff of settled sludge 500 400 - 300 > CJ) 200 100 o Jeffplantdata -0403.xls SLR vs SVI for APRIL 2003 Daily data shown as scatter vs. two curves one from MOP 8 (typical relationship) and one for Jeffersonville (specific relationship based on plant data at peak flow) Data points above curves represent excessive solids loading I · Daily Data -MOP 8 Curve .....Jeffersonville Curve I o 10 20 30 SLR, Ibldlsf 40 50 60 5/27/2003 Jacobi, Toombs and Lanz, inc. e , Consulting Engineers 120 Bell Avenue Clarksville, Indiana 47129 812288-6646 FAX: 812 288-6656 JEFFERSONVILLE SANITARY SEWER REPORT -Board meets 2nd and 4th Monday of each month- June 9, 2003 PROJECTS IN PLANNING Hamburg Pike/U.S. 31 (Area 4) Sewers ~ We have monitored flows to use to size pipes and we are working on)ayout of how the area might be sewered. ~ We have designed the reroute of the sewer under Veterans Parkway. ~ We have met with developers on how the area will most likely develop and will prepare a design to best fit the layout. ~ Preliminary layout is ready for review. Area 6 Sewers Have general plan of serving area. 1(jh Street Interceptor (Vis sing Park) Plans) specs and easements are complete. Ready to bid when funds permit. Jeffersonville Sewer Permits Permit No. 19A Windy Pines Sec. 2 (3/21/03) Permit No. 31 Quarry Bluffs (4/17/03) Permit No. 32 Falcon Crest Subd. (4/17/03) Permit No. 33 Skyline Acres Sec. 2 (4/17/03) WWTP Process Control System: Donohue/Delta Electric are fine tuning and preparing the operations manual. C :\Sydney\wpJocs\9\9945\9945.1 \Sl.'Wcr rcporl. wpd Lift Stations at Magnolia, Ewing and Louise Magnolia bids opened at 1:30 P.M. on Fc:bruary 21, 2003. Need to rebid. Wastewater Plant Expansion ifack Fischer- IDEM) JTL and PEH finalizing details on the Preliminary Engineering Report. Missouri Avenue Storm/Sanitary Separation Construction complete. Court Avenue INDOT project begins very soon. GIS Project Collection of sanitary sewer attributes and attributes of storm sewer are near complete. All has been plotted and is now being checked for reality. We will then check for anything new or not previously known. John H. Toombs, Jr. P.E. Jorge I. Lanz, P.E. ~ Permit Approval Name Name Average Daily of of Sewage flow No. Date Owner Development (gpd) 1 03/21/00 Allen Conner Brookhollow Subdivision, Section 1 10,540 2 05/16/00 James G. Gilmore Happy Valley Camp Sites 7,200 3 07/05/00 William Burns Elaine's Place 4,200 4 07/05/00 LFD, LLC Jefferson Centre 23,800 5 07/05/00 Dynamic Development, LLC Four Seasons Subdivision 8,700 6 08/17/00 High Meadow Development, LLC High Meadow Subdivision, Section III 9,920 7 08/19/00 L.R. Inman Charleston Court 1,860 8 08/19/00 Nick Jones Builders, Inc. Nicole Station Subdivision 7,130 9 08/19/00 BWT Development, LLC Stonecreek Village 32,550 10 08/22/00 City of Jeffersonville Holman's Lane - Charlestown Pike Sanitary Se 28,830 11 08/22/00 Fore Properties Co., Inc. Armstrong Farm Apartments 48,560 12 11/10/00 Jeff Engle Development Carriage House Court 4,030 13 05/31/01 Allen Conner Brookhollow Subdivision, Section 3 4,030 14 05/31/01 Gary Gilmore Boulder Creek Subdivision, Section 1 20,150 15 06/06/01 Robert F. Lynn Co., Inc. Stoneybrooke Subdivision 32,240 16 10/18/01 A.J. & E. Builders, Ine. Georgia Crossing, Section 2 . 9,610 17 10/12/01 J-F Development Fields Crossing Subdivision . 6,510 18 10/19/01 Robert F. Lynn Co., Inc. Allison Courtyard Apartments 44,020 19 11/01/01 Kent Witten Whispering Pines Subdivision 22,940 19A 03/21/03 Kent Witten Windy Pines a.k.a. Whispering Pines Sec. 2 12,710 20 11/02/01 Chris Nolan Ashley Square Subdivision, Section 3 3,600 21 Cargo Clean Co. Pretreatment Facility 0,000 >f22 11/28/01 Robert F. Lynn Co., Inc. Ashly Springs Subdivision (REV. 07/26/02) 86,180 23 11/28/01 Allen Conner , l5rookhollow suhdivision, Section 2 10,850 24 02/07/02 Heritage Partners, LLC Heritage place Subdivision 90,830 25 03/20/02 Silver Creek, LLC Silver Creek Business Center 50,000 26 03/22/02 Gilmore Construction Co. Boulder Creek Subdivision, Section 2 24,180 27 03/22/02 21st Century Development, LLC Whispering Oaks Subdivision, Sections 2 and 3 25,110 28 04/29/02 Lander-Miller Enterprises Creekstone Ridge Subdivision, Section 3 12,400 29 06/24/02 Skyline Farms, LLC Skyline Acres Subdivision 18,600 30 07/31/02 Crystal Springs, LLC Crystal Springs Subdivision 51,460 31 04/17/03 LPI Investors Quarry Bluff Estates 18,290 32 04/17/03 Robert Lynn Falcon Crest Subdivision 29,760 33 04/17/03 Alan Conner Skyline Acres Sec. 2 22,010 REVISED MAY 12, 2003 CITY OF JEFFERSONVILLE SEWER EXTENSION CAPACITY EVALUATION 1l ..____L City of Jeffersonville Summary of Ongoing Public Works Projects PEH Engineers June 9, 2003 1. Development and Implementation of Technically-based Local Limits .:. EP A approved new limits, waiting to impose on regulated industries .:. Contacted EP A regarding status of Ordinance review, approval pending clarification 2. Monthly Review of WWTP Operations .:. WWTP is operating well; settling is poor, but manageable. .:. April review is complete and submitted for the June 9 Sewer Board meeting .:. Completed second of three montWy reviews of Combined sewer system operation, April review submitted at the June 9 Sewer Board meeting. 3. Sludge Application Study .:. On hold for data collection (flow and sludge concentrations) 4. Long-term CSO Control Plan .:. NPDES permit requirement, due 2/03 (Revised per IDEM) .:. Modeling with XPSWMM continues. Model has been constructed. Model calibration is nearly complete. .:. ORSANCO Louisville area wet weather demonstration model was expected in fall 2002 and report was due in May 2003. According to ORSANCO, final report is delayed (no date given). .:. Letter sent to IDEM formally requesting an extension, IDEM can grant 90-day extension without agreed order. Longer extension will require agreed order. Follow-up letter sent requesting IDEM to propose an agreed order. .:. Citizen Advisory Committee has. been formed, 17 members in total (9 represent the City). First Citizen Advisory Committee meeting was held May 8 and featured background information. Next meeting scheduled for June 12 to discuss Stream Reach Characterization & Evaluation Report. .:. NEW IDEM requirements for CSO Public Notification, PEH will work with EMC to prepare plan. 5. Stream Reach Characterization and Evaluation Report .:. Report submitted to IDEM by 1/31/02 deadline, IDEM reviews/approves coincident with LTCP .:. Request to EMC to collect additional information - being collected .:. Report was prepared based on 1997-1999 ORSANCO data, final ORSANCO report is expected in spring 2003, Data from recent ORSANCO efforts has been obtained. We are incorporating new ORSANCO data into SRCER tables. SRCER addendum to be prepared as part of the LTCP. 6. Additional Engineering Services .:. Considering process calculations for addition of an anoxic zone to the oxidation ditches. Construction could increase the capacity of the WWTP. Must show offset of reduced CSO flows due to separation. Working with Ken Lee of IDEM on feasibility before proceeding with design. 7. Sludge Conveyor Evaluation .:. City is planning to install system to move dumpster below existing conveyor with city forces 8. Sewer System Master Planning .:. Reviewed sites for future North Plant .:. Conceptualizing potential North Plant layouts G:\SD AT A \@PEH\901--950\944\002\ WRD\JeffSewerBdExecSum0603.doc/06/09/03 r "...., . . r t , r- r I r Attachment A ,..... i I Time Series Plots CBOD & TSS r . , r f r ,..... . ,..... f' ,..... , t~_:J C':] J effersonville Wastewater Treatment Facility Effluent CBOD /TSS CBOD - - TSS. - - - . . Permit CBOD - . . - Permit TSS 56 49 42 35 .....-.... -.... -.. --.. --.... -.. --.. --.... -.. --....-.... -.. --.... -....-.. --.... -....-....-.. --.... -.....-.....-.... -..... -.. --.... -.. --..... 28 .... --......-......-.....-.....-.... --.....-.... --.... --..... -...... --......-.......-.... -........-..................... --.......... --............ -........-............ --......-.......oo......-...... ......., 21. I , ,\ -- 1\ 14 7 o 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 April 2003 r ! ..- [ l f r-. I .. Attachment B r Time Series Plots MLSS & SVI r- r- r- ~ ~~ 4500 4000 3500 3000 2500 2000 1500 1000 500 0 Jeffersonville Wastewater Treatment Facility Aeration Mixed Liquor Suspended Solids (MLSS) mg/l - - MLSS mg/l Desing Limit MLSS , ^ ... ' .. 1\ /~ I , " / ". , , 1 , '" / -\ ~ "- 1 '/ / , , ...../ V .. ../ , , \ 7 , \ ,,7 , I I ~ \ , 1 ,,/ I " . I 7 'J -, I I I I I I , I I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 April 2003 Operated and Maintained by: Environmental Management Corporation 350.00 300.00 250.00 200.00 150.00 100.00 J effersonville Wastewater Treatment Facility Aeration Mixed Liquor Sludge Volume Index (SVI) mVgm - - SVI mljgm Design Limit SVI 50.00 \ -. I II , \ ,\ , I I , " /', I I / " / '-- "'" / " .. ' "'--",."..., ,." ,." '\ , -------- --- --......../ ~......... ................ / 'V .. .. ,~ . I , , 0.00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 April 2003 Operated and Maintained by: Environmental Management Corporation r i. , , Attachment C ,.-. I t ' r i i Flows & Loadings Report May 1994 - February 2003 r t t r t t . i t r- t "1 ~'J Jeffersonville Wastewater Treatment Facility May 1994 - April 2003 4.50 5.2 6,042 10,105 3,490 10,581 2.35 3.84 5.2 8,038 10,105 3,843 10,581 3.70 3.68 5.2 8,311 10,105 3,913 10,581 2.25 3.55 5.2 7,668 10,105 3,819 10,581 2.40 3.81 5.2 8,726 10,105 4,798 10,581 3.65 3.71 5.2 8,493 10,105 4,356 10,581 2.20 4.09 5.2 9,483 10,105 4,025 10,581 3.85 4.19 5.2 10,434 10,105 3,886 10,581 4.45 3.81 5.2 9,231 10,105 3,864 10,581 3.75 2.92 5.2 6,393 10,105 2,710 10,581 1.60 2.87 5.2 5,572 10,105 2,480 10,581 2.05 2.63 5.2 4,211 10,105 2,178 10,581 2.80 3.46 5.2 3,593 10,105 1,622 10,581 10.25 2.79 5.2 4,824 10,105 2,683 10,581 3.35 2.31 5.2 4,244 10,105 1,809 10,581 2.50 3.22 5.2 6,338 10,105 3,491 10,581 3.45 2.33 5.2 5,962 10,105 3,022 10,581 1.60, 2.87 5.2 6,235 10,105 3,124 10,581 5.25 2.64 5.2 7,449 10,105 2,519 10,581 2.75 3.22 5.2 9,211 10,105 3,620 10,581 5.85 4.29 5.2 8,229 10,105 7,084 10,581 5.00 3.28 5.2 8,480 10,105 6,620 10,581 2.63 5.45 5.2 11,091 10,105 9,045 10,581 5.98 5.85 5.2 12,148 10,105 9,075 10,581 6.50 8.17 5.2 14,513 10,105 10,902 10,581 7.30 5.74 5.2 12,447 10,105 10,149 10,581 3.72 4.36 5.2 11,672 10,105 9,345 10,581 3.40 3.83 5.2 11,148 10,105 10,312 10,581 1.90 4.96 5.2 12,865 10,105 9,928 10,581 9.02 4.25 5.2 11,059 10,105 8,471 10,581 2.60 4.80 5.2 13,771 10,105 11,689 10,581 4.10 5.77 5.2 14,725 10,105 11,020 10,581 4.90 5.59 5.2 19,581 10,105 16,597 10,581 3.85 5.84 5.2 22,892 10,105 15,732 10,581 12.25 10.62 5.2 22,586 10,105 13,197 10,581 6.30 5.63 5.2 17,584 10,105 10,330 10,581 2.31 Page 1 of 3 Operated ami Maintained by: Environme"tal Management Corporation ') Jeffersonville Wastewater Treatment Facility May 1994 - April 2003 6.27 5.2 18,145 10,105 9,726 10,581 7.15 7.05 5.2 13,347 10,105 8,937 10,581 5.05 4.32 5.2 13,979 10,105 12,862 10,581 0.55 4.43 5.2 11,925 10,105 11,817 10,581 3.95 3.84 5.2 9,166 10,105 10,160 10,581 1.47 3.60 5.2 12,539 10,105 10,439 10,581 1.47 3.81 5.2 8,516 10,105 10,359 10,581 3.35 4.23 5.2 9,208 10,105 8,290 10,581 4.30 4.71 5.2 10,920 10,105 8,838 10,581 4.15 5.31 5.2 7,661 10,105 8,636 10,581 1.65 4.77 5.2 9,309 10,105 11,656 10,581 5.85 5.62 5.2 9,187 10,105 8,812 10,581 7.60 5.57 5.2 8,640 10,105 10,917 10,581 4.71 5.83 5.2 10,016 10,105 10,794 10,581 7.46 4.90 5.2 8,418 10,105 6,661 10,581 7.90 5.04 5.2 8,112 10,105 7,356 10,581 4.22 4.03 5.2 8,302 10,105 8,100 10,581 0.05 3.62 5.2 7,216 10,105 6,612 10,581 2.40 4.01 5.2 7,525 10,105 7,659 10,581 2.60 4.67 5.2 10,399 10,105 8,919 10,581 3.35 6.63 5.2 13,381 10,105 10,064 10,581 11.40 5.36 5.2 9,566 10,105 7,868 10,581 2.50 6.00 5.2 9,508 10,105 7,756 10,581 3.40 5.70 5.2 12,360 10,105 10,126 10,581 3.32 5.35 5.2 10,976 10,105 9,281 10,581 2.10 6.45 5.2 11,404 10,105 10,759 10,581 6.30 5.57 5.2 8,362 10,105 9,523 10,581 0.70 5.49 5.2 7,921 10,105 9,569 10,581 0.95 3.96 5.2 5,945 10,105 6,209 10,581 0.70 3.77 5.2 6,949 10,105 7,703 10,581 2.70 3.80 5.2 8,050 10,105 7,796 10,581 2.70 4.49 5.2 9,287 10,105 7,564 10,581 6.17 4.51 5.2 8,839 10,105 6,883 10,581 4.65 7.26 5.2 10,354 10,105 9,324 10,581 6.10 5.45 5.2 8,727 10,105 8,045 10,581 2.75 5.49 5.2 8,608 10,105 6,227 10,581 3.70 4.03 5.2 7,932 10,105 7,293 10,581 1.00 4.17 5.2 8,347 10,105 7,512 10,581 4.11 Page 2 of 3 Operated and Maintu;lletl by: ElIl';rOlrme"tal Management Corporation -~:1 ['=:1 [ ===J L::J >.:~J Jeffersonville Wastewater Treatment Facility May 1994 - April 2003 3.67 5.2 8,172 10,105 6,183 10,581 4.11 3.92 5.2 6,800 10,105 6,310 10,581 4.11 4.03 5.2 6,756 10,105 5,478 10,581 4.11 3.85 5.2 7,000 10,105 5,683 10,581 0.40 4.50 5.2 7,769 10,105 7,619 10,581 3.15 4.64 5.2 7,894 10,105 8,320 10,581 3.15 4.64 5.2 7,894 10,105 8,320 10,581 3.15 5.13 5.2 8,001 10,105 7,787 10,581 2.20 4.60 5.2 6,867 10,105 7,711 10,581 2.35 4.22 5.2 7,321 10,105 7,391 10,581 1.65 4.49 5.2 9,362 10,105 8,201 10,581 3.80 4.20 5.2 7,286 10,105 8,056 10,581 4.20 4.36 5.2 8,072 10,105 7,818 10,581 4.50 3.95 5.2 7,379 10,105 7,116 10,581 4.50 4.30 5.2 7,926 10,105 7,674 10,581 3.85 5.52 5.2 9,852 10,105 9,576 10,581 1.60 5.31 5.2 9,477 10,]05 8,990 ]0,581 1.50 6.27 5.2 8,576 10,105 6,955 10,58] 4.65 5.48 5.2 8,821 10,]05 8,044 10,581 2.25 4.97 5.2 6,922 ]0,105 5,886 10,58] 3.85 6.92 5.2 9,465 ]0,105 8,541 10,581 2.15 6.88 5.2 9,980 ]0,105 8,488 10,58] 6.05 7.20 5.2 ] 1,577 10,105 9,187 10,581 4.45 6.25 5.2 11,645 10,105 9,394 10,581 6.45 4.60 5.2 9,220 10,105 7,428 ]0,581 1.05 4.36 5.2 9,430 10,105 6,866 10,581 1.85 5.17 5.2 9,348 10,105 7,423 10,581 9.25 5.]2 5.2 10,382 10,105 9,524 10,581 4.25 5.09 5.2 15,592 10,]05 III 10,581 3.45 6.14 5.2 9,444 10,105 9,068 10,581 7.30 4.55 5.2 6,992 10,105 6,517 10,581 0.70 6.44 5.2 9,190 10,105 10,617 10,581 4.19 4.92 5.2 8,742 10,105 9,173 10,581 2.30 5.59 5.2 8,969 10,]05 9,636 10,581 5.50 Page 3 of 3 Operated ami Maintained by: Euvironmental Management Corporation r i , ~ Attachment D ,.- ,.... Septic Haulers Report February 2003 ..- , i r-. I i r- f r- r, , r: -, Septic Haulers Delivery Report April 2003 r-, t f , , Loads Delivered To Treatment Facility Hauler March Hauler Total (YTD) Rumpke of Indian a 9 51 TOTAL 9 51 r- f ,..... ; r- " Gallons Delivered To Treatment Facility Hauler March Hauler Total (YTD) Rumpke of Indiana 7,400 50,700 TOTAL 7,400 50,700 "....... I t l r- , r- , I, r- r r r \. r- r r ,..-. r r-- Attachment E r-- Maintenance & Repair Expenditures r-- ,..- r-- r- r- Monthly Report of Operation I~~ / ~L ..5;'/o//Q j Activated Sludge Type IL .s,GNATURE O;;~'FlEDOPERATOR) (DATE) Wastewater Treatment Plant ~L /::2, L s//02/t2J Name of Facility Pennit Number For Month Of: Year City of Jeffersonville WWTP IN0023302 April 2003 IV (~NATURE OF :~IPAL EXECUTIVEOFFICEROR (DATE) Page 2 of 4 Substitute for State Form 10829 (R/12-2002) A HORIZED AGENT) PRIMARY AERATION SECONDARY FINAL EFFLUENT EFFLUENT MIXED LIQUOR RETURN SLUDGE EFFLUENT 0 E (") .S , , . 0 , 'a, ~ en , c: ~ en Q) CIl 0 c: ~ E 0 E x Q) E E .S c:: ,.... Q) VJ QJ '0) ~~ 'C >. 0) E r. 'a, , :g , "0 >- , ~ , 0 c: >- , x CD :c 0 x C tIl (5 tIl E 0 tIl tIl r. c:: 0 tIl 0 E :g (f) :g ~ :g E :g u ro U 0 2 ~ I 0 QJ 0 ~ "0 , 0 , 0 -l- t) "0 Q) co_ Cii I Q) 0 0 l{) C/) J5 <II Cf.l > Q) C/) l{) Cf.l ::J t) ::J > r. Cl ci. ro QJ ci. :g,E 0 E ci. Cl ci. :gS "0_ 0 (5 Co 0 QJ- .~~ ::J 0 .~ .~ U .~ ~ II) >- II) E 2 II) "001 II) II) tIl c:: 0 co CO ;;J QJ .- ;;J =>::::, (5 ::J CO ;;J CIl 0 u.i :r: r. Cl U C/) (f) E C/) iii E ClE > C/) U Cf.l c:::u c:::u.. Co Cl E c.. 1 730 3800 192.11 3.1 4.011 6080 0.01 115 7.4 8.3 2 690 3500 197.14 1.2 4.182 5560 0.01 180 7.4 8.2 3 740 4020 184.08 0.5 3.925 7160 0.01 145 7.3 8.1 4 700 3340 209.58 2.8 4.062 6760 0.01 145 7.5 8.0 5 710 3040 233.55 3.1 3.926 6320 0.01 95 7.4 7.9 6 .... 690 3300 209.09 3.0 4.781 6520 0.01 100 7.4 8.1 7 700 3440 203.49 5.1 4.879 6640 0.01 145 7.4 8.5 8 . 710 3760 188.83 2.8 3.896 7340 0.01 200 7.3 8.3 9 790 3940 200.51 3.1 4.363 7420 0.01 50 7.4 8.1 10 780 3540 220.34 2.8 4.479 6260 0.01 215 7.3 8.3 11 800 4060 197.04 2.6 4.476 ' 6560 0.01 230 7.4 8.3 12 690 3620 190.61 2.3 4.407 6140 0.01 195 7.5 8.2 13 710 3820 185.86 2.6 4.452 6240 0.01 165 7.4 8.1 14 820 3620 226.52 2.7 4.411 6060 0.01 50 7.4 8.2 , 15 840 4020 208.96 2.3 4.384 6480 0.01 225 7.2 8.9 16 800 3960 202.02 1.1 4.592 7100 0.01 190 7.4 7.6 17 730 3640 200.55 0.2 8.042 7700 0.01 225 7.3 6.9 18 800 3840 208.33 0.4 7.513 6640 . 0.01 215 7.5 7.7 19 800 4240 188.68 3.0 6.746 6180 ..... . 0.01 170 7.2 7.3 20 820 4020 203.98 2.8 6.771 6420 0.01 130 7.4 7.9 21 790 3920 201.53 2.9 6.078 6920 0.01 25 7.3 8.2 . 22 840 4080 205.88 2.2 5.734 4580 0.01 25 7.3 8.3 23 800 3780 2.11.64 2.5 6.345 6340 0.01 40 7.6 8.2 24 830 3740 221.93 2.2 6.588 5980 0.01 35 7.4 7.9 25 830 2640 314.39 0.4 7.863 6660 0.01 115 7.2 7.3 26 750 3500 214.29 3.2 7.061 7540 0.01 65 7.2 8.1 27 780 3460 225.43 2.6 6.614 7240 0.01 75 7.4 8.5 28 750 2840 264.08 2.3 6.434 6140 0.01 . 40 7.5 8.7 29 780 3540 220.34 2.1 . 6.417 6400 0.01 35 7.6 8.1 30 710 3780 187.83 1.4 6.356 5960 0.01 85 7.5 8.1 . Avg. 763.67 3660 210.62 2.31 5.4596 6511.3 0.01 100.81 8.0783 Max. 840 4240 314.39 5.1 8.042 7700 0.01 230 7.6 8.9 '.' Min. 690 2640 184.08 0.2 3.896 4580 0.01 25 7.2 6.9 ..... Data 0 0 30 30 30 30 30 30 0 0 0 30 30 30 30 0 Comments for the Month (major repairs, breakdowns, process upsets and their causes, inplant treatment process bypass, etc.): ...... '.. r i I ; r ~ r i . "'.., Monthly Report of Operation ~/ :<r;/ ~/ /J \~~r:J~{ f/ Activated Sludge Type (S'GNATURE/O''tERTlFI~TORJ I e6ATE) Wastewater Treatment Plant .^,/. ~~ ~ ~/J_ / )//oZM f Name of Facility Permit Number For Month Of: Year City of Jeffersonville WWTP IN0023302 Amil 2003 (SIGNATU~F PRINCIPAL E:VE OFFICER OR ./ /(DAIE) Page 3 of 4 Substitute for State Form 10829 (R/12-2002) AUTHORIZED NT) FINAL EFFLUENT Flow BOD Total Suspended Solids Ammonia Other >. ro 0 -.-,0, OJ "0 >. ::2: >'<1> IJJ Vi ro E E -E. .!:l _ "0 . . Ol Ol ro Ol Ol -Ol OJ --Ol U) -- Ol E- .c. ?: f::! 01 "'= ro :Q ro I 1 ro . . ro Olro U) ro C ?: Ol~ U) rJ} ~ rJ} rJ} "" rJ} rJ}"" E E "" -E. .!:l "" "" E 0 o E Eg; -E. .!:l 32 "0 32 "0 I I g; . - .20 0 - > - > .- > .- > . > ::2: u:... Ll.<( . .<( . .<( (5 (5<( (5 (5<( ro .!':1 <( ro .!':1 <( =0 0..... 0 C ->. 10 10>. 10 10>. C/') C/)>. C/) C/)>. '2 c >. 'c c>. U>. c_ o 0- 0 0- .::;;: .::;;: 0 0- 0 0- ~ o~ o~ ci. ci. E E~ E E~ - c :;) ::l 0 0 0.<1> 0.(1) roo >. E E en en en en (1) rJ} rJ} CIl rJ} U) E E (1) E E CIl u- ro ::l ~~ ::l ~~ (1) 0 0 w w~ u u~ u u~ C/) C/) <( <(~ <( <(~ Ll.U 1 4.454 8 297.35 10 371.69 0.071 2.639 2 4.568 6 228.72 11 419.32 0.273 10.407 3 4.45 6 222.81 10 371.35 0.188 6.9814 4 5.844 5 243.84 6 292.61 0.083 4.0478 5 4.337 4.74571 4 144.77 12 434.31 0.092 3.3297 6 6.178 . 3 154.67 6 309.33 0.095 4.8978 7 5.784 5 241.34 9 434.41 0.128 6.1782 8 5.007 7 292.48 8 334.27 0.103 4.3037 9 5.416 8 361.57 7 316.38 0.1 4.5197 10 4.7 6 235.33 5 196.11 0.132 5.1772 11 4.375 8 292.08 9 328.58 0.117 4.2716 12 4.141 5.08586 9 6.5714 311.01 269.78 8 7.4286 276.45 313.65 0.096 0.1101 3.3174 4.6665 13 3.938 6 197.18 6 197.18 0.12 . 3.9435 14 3.99 5 166.48 6 199.78 0.084 2.7969 15 4.098 8 273.58 9 307.78 0.094 3.2146 16 4.893 10 408.32 8 326.66 0.089 3.6341 . 17 10.851 8 724.41 22 1992.1 0.154 13.945 18 6.088 9 457.24 24 1219.3 2.3 116.85 19 9.893 6.25014 8 7.7143 660.46 412.52 5 11.429 412.79 665.09 0.118 0.4227 9.7417 22.018 20 7.036 0 6 352.29 0.142 8.3376 21 5.384 6 269.58 9 404.37 0.113 5.077 22 4.829 8 322.38 7 282.09 0.106 4.2716 23 4.447 1 37.11 6 222.66 0.091 3.377 24 5.259 4 175.55 5 219.43 0.099 4.3447 25 10.475 9 786.72 9 786.72 0.062 5.4197 26 7.314 6.392 12 5.7143 7.32.42 387.29 19 8.7143 1159.7 489.6 0.072 0.0979 4.3945 5.0317 27 5.742 3 143.75 9 431.25 0.091 4.3604 28 5.649 2 94.282 5 235.7 0.058 2.7342 29 5.128 15 641.9 8 342.35 0.081 3.4662 30 4.799 5.3295 6 6.5 240.29 280.05 7 7.25 280.33 322.41 0.09 0.08 3.6043 3.5413 Avg 5.63557 6.5 322.68 9.0333 448.58 0.1814 8.7861 Max 10.851 6.392 15 7.7143 786.72 412.52 24 11.429 1992.1 665.09 2.3 0.4227 116.85 22.018 .. Min 3.938 4.74571 0 5.7143 37.11 269.78 5 7.25 196.11 313.65 0.058 0.08 2.639 3.5413 Data 30 5 30 4 29 4 30 4 30 4 30 4 30 4 0 0 r- t I.. ., r: ! Total Monthly Flow: (million gallons) 169.07 Percent Capacity (actual flow/design) 108% f'""" I Monthly Report of Operation Activated Sludge Type Wastewater Treatment Plant Name of Facility Permit Number For Month Of: Year ,..., , City of Jeffersonville IN0023302 April 2003 Page 4 of 4 Substitute for State Form 10829 (R/12-2002) SLUDGE TO DIGESTER Anaerobic Onlv r r " r r , \ AVQ. Max. Min. Data Q) .c .g C ::l 0 ~ Ci5g 0.... ~ ,.... ro x >- E...: ro .C co o Cl. <9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Q) 0) "0 ::l en .0 -0 (,)0 <C,.... ,Sx '" . ro- :s;~ 0.153 0.153 0.16 0.16 0.16 0.16 0.16 0.14 0.136 0.133 0.145 0.145 0.137 0.142 0.16 0.162 0.164 0.1$4 0.15 0.15 0.149 0.159 0.165 0.165 0.164 0.165 0.165 0.164 0.15 0.135 J: Cl. c::0 00 ._ 0 '0"'" ::J X '0 . eLL: Cl. (,) ",:0 ro ::l <90 LL. c:: ;: ~ '00 .co :!:o :S;.- _ X c:: . ro- _ ro roC!) c:: ~ ~ 0 Cl. . ::l ~ (f),C ~ ,;-~ ~/; d /.f, /: ,~ l1'~ /;? It? 2 (SIGNAT~ OF CERTlFIEOrRATOR) 7 . / (Date) .-1'- 'dA;/ c:. ~~/:?, ,01 /o~ (SIGNATUR~ PRINCIPAL Ex5CZTIVE OFFICER OR' (Date) AUTHORIZED~;'H) DIGESTER OPERATION 0, E (t1 o 0_ roo, c E Sz ro ' c::M 1..J: ~z ::l l.. (f) 0 o 0) c:: 'E 8 .E .S ~~ 0' (f) Q) _ OJ ro'O '0.2 .....(f) o Send completed forms by the 28th of the month to: INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT OFFICE OF WATER QUALITY, DATA MANAGEMENT SECTION P.O. BOX 6015 INDIANAPOLIS, INDIANA 46206-6015 '0 Q) ii5 Q) 0) o .S ~~ 0' (f)ClJ _0) ro'O '0.2 .....(f) Cl c 'E o u .s .S rJl :g ~~ , ,Sla> ;01 <:l"O 0.:2 >(/) "0 2 en a> 01 Ci .S en :g o~ (/) 0, 2a> :;::0') ro"O 0.:2 >(/) 22000 0.67 0.64 0.1538 0.165 0.133 o 30 o o ~ .a e Q) Cl. E Q) f- o 22733 25133 24567 21633 21033 22200 0.68 0.64 0.69 0.64 0.67 0.63 0.69 0.64 0.67 0.63 20967 0.65 0.62 c 3: ~ "0 -5 ~ a> 01 '0 ::l 1ii "0 a> .,(/) a>Z .210 01- 51.5 26.6 26.2 26.4 26.8 27.6 53.1 25.6 , 53.1 26.1 0.6625 0.6308 0.69 0.64 0.64 0.62 12 12 21567 0.64 0.63 48.1 26.1 21000 0.65 0.63 26.6 25.8 20267 0.65 0.63 52.6 o 24533 0.64 0.62 49.8 22000 0.65 0.62 51.8 o 22279 25133 20267 13 36.694 53.1 25.6 17 o r'~~'l r-~] -'"'~-J ----l NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) . DISCHARGE MONITORING REPORT (DMR) IN0023302 I 001A PERrvllT NUMBER DISCHARGE NUMBER PERMITTEE NAME/ADDRESS: ~?_~~~_~~!f~~~QI]YJ~~_~_~~J<?!~?J_?_"!"!:____ Address: 701 Champion Road ---------------------------------------------- ~_~!f~~~9_~yJ~~1_~~~J?!!?_1_~~~g_____________ .f..~~J!i~y~_~_~ff~~~QI]YJ~~_~_~~l<?!~?_I_?_"!"!:___ !:~~_~~i9D:._~_~~f_~~~9_~yil!~1_~~i9!!9_~!.~~Q. ~~I!'__~_C;;!.?.~Q~~_:_~~r:.tJ~~~_Q~~~~~~~----- PARAMETER (32-37) OXYGEN, DISSOLVED (DO) 00300 1 1 0 EFFLUENT GROSS VALUE pH 00530 1 1 0 EFFLUENT GROSS VALUE NITROGEN, AMMONIA TOTAL (AS N) 00610 1 1 0 EFFLUENT GROSS VALUE CYANIDE, TOTAL (AS CN) 00720 GOO RAW SEWAGEIINFLUENT CYANIDE, TOTAL (AS CN) FACILITIES MANAGER TYPED OR PRINTED [>( Loading 1(4 Card Only) (38-45) Unit I Minimum Concentration (54-61) Maximum (3 Card Only) Quantity or (46-53) (54-61) Average IMaximum Quality or (415-53) Average ******* COMMENT AND EXPLANATION OF ANY VIOLATIONS SAMPLE MEASUREME . . PE. R M..I.T.. .... ... ... ::::::; ;:,",; .:.; ::;:::;: R~qt:JIRs~EN SAMPLE MEASUREME ....... 00400 1 0 0 :::P6RMlt:: EFFLUENT GROSS VALUERI;QWiRSMsN SOLIDS, TOTAL SUSPENDED SAMPLE MEASUREME 448 ::)P~Rfv1i"j?) ::~7(l~;()::. R~QUiREM~N : M<kA\Il:~U SAMPLE MEASUREME 8.7 ..PER M.j.T ... ... 570.8 ....' ., ....... . . . .. .... . ~~duiR$M.~N '.:MoUAV<k: SAMPLE MEASUREME ....... I ....... ......P.E..R.M...I........ :::::::... . T;:::::: ...... -........ :REQUiR~MEW *...... SAMPLE MEASUREME ***.*.* **...*. .*..... ....... <.005 ~~~2~U~N~ ~ROSS VALUE 1~~dOf~~:~ili: :i.:i ~s~.~;H::.i..:~~+L~.:::: ....... i:.::::~~~~.:::.:'. : ): ... . ...... . .,CERTIFYUNDERPENALTYOFI;A\VTiIATIHAVEPERsONALi......iixAMINED AND AM FAMILIAR WITH THE INFORMATION SUBMITTED HEkEIN AND NAMEITITLE PRINCIPAL EXECUTIVE OFFICE! BASED ON MY INQUIRYOFTHOSE INDIVIDUALS IMMEDIATELY RESPONSIBLE FOR OIlTAINING THE INFORMATION. I BELIEVE THE Ti m L Crawford SUBMITTED INFORMATION IS TRUE. ACCURATE AND COMPLETE. I AM AWARE THA l' THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT SEE 18 USC .1001 AND JJ USC .1319, (PENALTIES UNDER TlIESE STATUTES .........,.........................._....-..........................a.........a....................u.._....... OFFICER OR AUTHORIZED AGENT ---.., .~~rl Form Approved. OMB No. 2040-0004 11111111 nlllllllllllllllll 81111111 IUl1l1l11l11l1n1l1n11n1l1l111l1l1ll1ll1l1l11l II . 1 H 0 0 2 3 3 0 2 0 0 1 A 0 4 0 3 ... NO DISCHARGE I_I ... NOTE: Read instructions before completing this fo NO. EX Unit 1(62-6 Frequency of analysis (64-68) Sample Type (69-70) 6.9 ....... 8.9 (19) DAILY GRAB-3 l~~\~y()~:,:~:j ::,'::@~.:W@.': :ill*IG"O~..: mg/L:':: ~~'[~::: .::: :::::J'~~~~' :: .....** (12) SU o DAILY GRAB ....... 1::::.iUW.:.::..:J~I:~y.:.::::::I:.:::.:.:.~:~~:m:.::: 665 (26) ....... 9 11 (19) DAILY 24 hr. COMPo ~~1Z~iVllbs.lday :::~'d~~V~l:;: i::l:~Wlw~:*v mg/L:::.ili:ib~li~:i::::i:: :~~i~t.:~&M~;:. (26) 0.181 0.422 3 0 .........4..5... . ..... . ., ... :::MdH/;'Vd[: ::::~k:W.k:AV::: .. ..... ... ..... ......... ......... .. - -. - ...... ,.. .. (19) DAILY 24 hr. COMPo ....... ........... -. ... ............. .... ............... .... .'........ ................................ ... ................ mg/L /:bAl(Y'::::: :::~4:~~[:~6M~l:: ....... <.005 <.005 (19) TWICE/MONTH GRAB /:::8~i~~:: i:!~s~~i;i: i:'d~~YO:**.: mg/L :~ih~~~dNt~: :.1:: :;:ib:rJ.~:::::::::: WEEKLY GRAB ................ ............... ,............................... . ........-................... ... -............ ............. ":;:;:;:;:::;:;=;=::;::=::::::; ::::::::::::::::::::::::::::::: mg/L/Wei;!kbL:L )::\:GME(::/ TELEPHONE DATE 22.Q ':856.2:: :MkwK::KV:llbS.lday ......... . . ..... .. ...... ... ~U~L4~~4:/~~~ YEAR MO DAY Municipal Major Clark County (Reference all attachments here) EPA FORM 3320-1 (REV. 08-95) Previous editions may be used. (REPLACES.EPA FORM T-40 WHICH MAY NOT BE USED.) PAGE 1 OF 3 ) "1 "1 PERMITTEE NAME/ADDRESS: Name: Jeffersonville Municipal STP Ad"dres-s:-=;OfCiiamplc)j1-R-oad---------- --------------~--------------~---------------- ~_~~~~~9_~yl~~~_~~~J?_~9_~_~~~Q_____________ . .!:9~J!i~L}}~!!~~~~~yJ~~_!0_l:!~1~!e?J_~__r~___ !:.<?s:_~~P..~:._~_~!:f_~~~9_~y!ll~.!_~~~J?_~9_~J.J~Q_ .!~I!!._~:.9~?~9!5!___Q~_r:!~!~5!g.P_~!.?!.~~~____ !~~mo~~~~N:lm. .~+~*~~:..jll!: ~h~H*~;;...i, ....... SAMPLE MEASURE ME .:::PI$RMlTYL Re:qUiR$ri,iENi SAMPLE MEASUREME . . . PERM. IT' . . . .... ... . . . -. . . . ~~()UiR$M~N: SAMPLE MEASUREME .... .. IT' . . . <PERM ::':: R$OWiR$rvi$N SAMPLE MEASUREME 01094 1 0 O::::PE:RMtT/: EFFLUENT GROSS VALUE :Rt.ti0iREM'eN COPPER, TOTAL SAMPLE RECOVERABLE MEASURE ME 01119 1 0 O:,)?E2RMrrk:: EFFLUENT GROSS VALUE :F~Eql:jIR$MEN FLOW, WASTEWATER BY- SAMPLE PASSING TREATMENT MEASUREME ....... (80) ....... ....... ....... ~~~~U~N~ ~ROSS VALUE :~~ci8~~~~~' I~?;1t~f~E~lm~ttfuj~~T ~1:~~~E~ON~L~t~@~l. :.::i:i4W.t~~1.:'i::: ::,:il:i;~~W~4~:::ii:':""",,, NAMErrtTLE PRINCIPAL EXECUTIVE OFFICEI ANDAMFAMILlARWI.THTHEINF.ORMATIONSUBMITTEDHEREINAND ~'... ,,~~ /' . BASED ON MY INQUIRYOFTIlOSE INDIVIDUALS IMMEDIATELY . . ;'\ TIm L Crawford RESPONSIBLE FOR OBTAINING THE INFORMATION. I BEUEVETHE SUBMITTED INFORMATION IS TRUE. ACCURATE AND COMPLETE. I AM . AWARE TlIATTHERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE, INFORMATION INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT ; SEE 18 USC .1001 AND)) USC .1319. (PENALTIES UNDER THESE STATUTES PARAMETER (32-37) CHROMIUM, TOTAL (AS Cr) 01034 GOO RAW SEWAGEIINFLUENT CHROMIUM, TOTAL RECOVERABLE 01118 1 0 0 EFFLUENT GROSS VALUE COPPER, TOTAL (AS Cu) 01042 GOO RAW SEWAGEIINFLUENT ZINC, TOTAL (AS Zn) 01092 GOO RAW SEWAGEIINFLUENT ZINC, TOTAL RECOVERABLE FACILITIES MANAGER TYPED OR PRINTED C>< SAMPLE MEASUREME ----1 "--~'] -----1 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) DISCHARGE MONITORING REPORT (DMR) IN0023302 I 001A PERMIT NUMBER DISCHARGE NUMBER Form Approved. ,OMS No. 2040-0004 111In1l IUIII III 11111 11111 UIII Rill URI 11111 UllI 11111 11111 III1BIIII IIIBIIIII 11111 BI . I N 0 0 2 3 3 0 2 0 0 1 A 0 4 0 3 ... NO DISCHARGE I_I ... NOTE: Read instructions before completing this f. Loading (4 Card Only) Concentration (38-45) (54-61) Unit Minimum Maximum NO. EX Unit 1(62-6 Frequency of analvsis (64-68) Sample Type (69-70) ....*** ....... <.01 <.01 (19) 0 TWICE/MONTH 24 hr. COMPo :~:::::ft~+@:':,:! !.,~a[~a~:: :i'~A~()J~, mg/L ';ib~~~b~f~ :1:~~:~~.'h&MW[if: ..****** <.01 (19) 0 WEEKLY 24 hr. COMPo :)?Hq~~~):/ :i :>:::))i(.: :<::::;:::::i:/\.. ::tjAILYNl~j: mg/L ':: Wl!EKiJY):.: i2~nW<C()Mp{ . . . . . . . I'" . . . . . ,.....,...,... .' ....... ... ~~~~H~+~ ~ ~~~~~~+~+~~ ..1\'**** ....... 0.100 0.110 (19) 0 TWICE/MONTH 24 hr. COMPo ::,j'H~~~4':'~ : ~~f~~Jl': :b~~~~.: mg/L '+W~d~/Mili~~~: :~~i~;~:"b~~~;:: ......... I............ '1 :~ji~iH~~~+H~~j~[: ******* ....... 0.140 0.150 (19) 0 TWICE/MONTH 24 hr. COMPo ...E....... .........r... . . . . . . . . . . . . . . . . . . . ... . . . .. ... ........... ... ... . . . . . . . . . . . . . . . . . .. ..... .......... .. ...... - -.. ........ ,....... ............... :A~..~9R:t\: , :""~.E:rq~::::,:" ::":::':,:,:,:::::,:>""",,, :",:,'....,:::::::,:::,,:::::.: ::,.;qiAV~li: : [jAit;;YMAXU mg/L dWiq$iM9NTtf. ::~4:hr;:qPMJ:>l'i *...... ....... ..... ...-....... .'. . .. ........ . . . . . . . . . . . . . ... ........ . . . . . . . . . . . . .....-.-.-.-.-.-.-.-.-.-. . ........... .......... ,.. ::: :;::..*.~...; :::::: .......... .. . . . . . . . . . . . . ........ *.*.**. *....... 0.070 0.150 (19) 0 WEEKLY 24 hr. COMPo d!::l~~+~l.'::::I.'~:~'*~~.', ',,~[,mi~~,.n mg/L i:t:l:'W~~~~i::i:: ':'~~'h't.!~dM~lI ******* ....*... ....*** ***...* <.01 0.010 (19) 0 WEEKLY 24 hr. COMPo :'::::'~~H+:;::,:":'~~l~v:~[i:!:d~j~~~)&..' mg/L :::::.i~&~~L~i:.:" 'i:~W:~;~.!~~~~t::i ******* ******* I 0 . .. ...... '. . . . . . . . . .. . .............. . :::;:::;:::-t-:*;t1t-4-Ili:;:;:;:::: .. .............. . . . . . . . . . . . . . . . . TELEPHONE DATE SIGNA~EOFPRINCI~EXECUTIVE (812) 285-6451 OFFICER OR AUTHORIZED AGENT AREA CODE NUMBEI YEAR MO DAY COMMENT AND EXPLANATION OF ANY VIOLATIONS DISCHARGE ISTO CANE RUN. (Reference all attachments here) Municipal Major Clark County EPA FORM 3320-1 (REV. 08-95) Previous editions may be used. (REPLACES EPA FORM T -40 WHICH MAY NOT BE USED.) PAGE 2 OF 3 ~.-"1 ~ '-.~1 "~-~1 NATIONAL POllUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) DISCHARGE MONITORING REPORT (DMR) IN0023302 I 001A PERMIT NUMBER DISCHARGE NUMBER PERMITTEE NAME/ADDRESS: Name: Jeffersonville Municipal STP Acfdres-s:-jofCtlamplo-n-rfo8cr-m----- ---------------------------------------------- ~_~!f~~~~~yi~~~_~~~J?_~~_~_~~~g_____________ .!:~~J!i~y~_~_~!f~~~~l]yi~~_!'::1_~~i~ie?J_?_"!"f___ .h<:?9_~~i~I]:._~_~ff_~~~9_~yil!~~_~~~i9_~~_~_~~~g_ J:~I!1__~:.f~9~~!~_-J~~E~~i~~gE~..r~~~~____ PARAMETER (32-37) FLOW, IN CONDUIT OR THRU TREATMENT PLANT 50050 1 0 0 EFFLUENT GROSS VALUE CHLORINE, TOTAL RESIDUAL 50060 1 1 0 EFFLUENT GROSS VALUE E-COLl - COLlSCAN MF 51041 1 00 EFFLUENT GROSS VALUE BOD, CARBONACEOUS 5- DAY, 20 C. 80082 1 1 0 EFFLUENT GROSS VALUE BYPASS OF TREATMENT 80998 1 0 0 EFFLUENT GROSS VALUE FLOW, TOTAL 82220 1 0 0 EFFLUENT GROSS VALUE 1 Tim L Crawford FACILITIES MANAGER TYPED OR PRINTED C>< (3 Card Only) Quantity or (46-53) (54-61) Average I Maximum loading 1(4 Card Only} (38-45) Unit I Minimum Quality or (46-53) Average Concentration (54-61) Maximum -~-'.l Form Approved. OMB No. 2040-0004 11111111 IInll III 1111I 11111 111I 1111 1111 11111 11111 11111 1111111118 11I11I1U 11111 11111 II .. I N 0 0 2 3 3 0 zoo I A 0 4 0 3 ... NO DISCHARGE I_I ""* . NOTE: Read instructions before completing this f, NO. EX U nitl (62-6 Frequency of analysis (64-68) Sample Type (69-70) (03) ....... ....... ....... DAfl Y CONTINUOUS ..... ......... ::@i~~~~l; :q~*~i: ....... .J~lt~ db;Nti~Jbh~:: **.*.*. DAilY GRAB 0.01 (19) 10 ............ ..... .... ....., ..... ... ..... ..... . ... .. ...... ....... .. .... ..... . .. .... ...... ..:.:-:-:.:0.0.6-:-:-:-:... :.:.:.:.,.1.: ............... ..... .."'A..,.....:AV... ....... :...LYMMA;: mg/L// .-.-.-.-.-.-.-.-. ...... ...... . . . . . . . . . . . . . . . ::OAILY::::::::.I:.:.::.:..dh~::::.::.' . - - . - -,.. (13) ~ DAilY I GRAB .... '. - -....... - -. .............. ......... ....... ................ ..... ... ........ ... .............. .....,... ....'.. .'............. ....... ..'.............'............ . . . . . . .' .' ....... , . . . . . . . , . , . . . . . . . . . .' .... . . . . . . . . . . . . . .' , . . . . . . . . . . . . . . . . . .' ....... . . . . . . . . . . . . . . . . . . . . .' ...........................,. ......... ....... ..,............ ....... ............................. .......... ........ ............... ....... ............................. ...... ... .......... . .... ..... ... .. .......... ... .......... - ..... .... . .... ..... ... .. .......... ... ..... ..... -. ......... . .... #1100mL :.:.:.:.:. -:-:.:. J)AI.l;Y: .:-:.:. .:-:-:-:-:G.BA.El.:-:-:: (19) I 0 I:::::::::: mg/L i::::U. 24 hr. COMPo SAMPLE MEASUREME L/AE:RMn>> R~9lJIR$M$N. SAMPLE I MEASUREME :;:::PERMlr.::::: .... -. - - -..... REQ8iRErvlEN1 ... ......... SAMPLE MEASUREME :...:::p$RMn:::.:... .R8QWIR~~:$N: SAMPLE MEASUREME 322 412 ~$~O~~Will: .:iM~lie-ciJ:I'~*wk~v." SAMPLE MEASUREME .....PER... .T...... :::::::" . MI :::::::: :R~ql.iiR$M:~N: SAMPLE MEASURE ME 169.07 ~~dG~$m.~NiM~i~f~ill SAMPLE MEASUREME ......p. E' .RM.IT.... . . .. -.. ::<-::::..:....:->>1:::.::::::::::::::::::::: R""QUIR"'M""N' . . . . . . . . . . . '.. :: f.::.:....t;: .1;:.,.: :::;:;:::;:::::;:::::;::: . -... - -. - -............. 5.64 6.39 ~~A()~T: .:~~p:p.~.n: JI,01o..AV~~:: foJI)(VliKAV:1 MGD .._.-Jr.. ....... 100 :::,W~~+: m.i\jci~j:::: (26) ......* 7 8 fbs.lday 1/:::8~+~K+.:.:::: .:i~:dj~~~l... :.II~~:Wk:Ayi:i ......* (84) *.....* ....... ....... :;-OPTIONAE .:<::::> :-:. .:.:,:,:: ::::::::: ::Mol-roTAL :~~HH1 :~.~+~.. H: ~h~+~ . . . . . . . . . . . . . . . . . . . . . . . . .' .... (3R) ....... .*.*.*. .:........: "'1 . ............. ..... . . ........... ............ ..... ............. .... ~j~~~n+H+~H+UUUJ ~~*~~~ ~ ~~ ~;: ~~~~~! !~~~n~ MGAl COMMENT AND EXPLANATION OF ANY VIOLATIONS DISCHARGE IS TO CANE RUN. YEAR MO DAY Municipal Major Clark County DAilY .......... . ........... . .... .... ........ ... ............ . ............. .. .............. . ............. .............. .. . .............. .............. .. .... ...." . . . ... . . . ... . ... . ,. ..... . ...... ..... . .. - ..... ........... . ... .........1 1:':.:':':-"'.:':':':':.: ............,............ ....,.................... ..................'..... ......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '. . . . . . . . . . . . . . . . . . . :.:.:.:.:.:.:.:.:.:-:.:. .:.:.:.:.:.:.:.:.:.:.:.:. .................................................... '.'......................... NAMEITITLE PRINCIPAL EXECUTIVE OFFICEI' C~~~~YMU;:~I~.~:~~~~~~~EL~~~~~:;I~~~~~~~~~~l;~:R:~A::[) BASEl> ON MY INQUIRY OF THOSE INDIVIDUALS IMMEDIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION. I BELIEVE TIlE SUBMITTED INfORMATION IS TRUE. ACCURATE AND COMPLETE. I AM AWARE TIIA T TIIERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION INCLUDING TIlE POSSIBILITY OF FINE AND IMPRISONMENT SEE 18 use .1001 AND 33 use .1319. (PENALTIES UNDER THESE STATUTES (Reference all attachments here) ::::::::1:pAi(y.1:::..::I::.ii;,(h'r)4QMPU: -j I .......... '.' . ..... .. . . . . . . .......... . .......... '.' . .......1....:.::. ,.: . i~ : :: : : : : : : . : . : ..... .......... ..... -. .... - - -. .++~~ill~j~:dW~i:.:::.~d8f6t:::.:.::::::: TELEPHONE DATE EPA FORM 3320-1 (REV. 08-95) Previous editions may be used. (REPLACES EPA FORM T-40 WHICH MAY NOT BE USED.) PAGE 3 OF 3 Indiana Department of Environmental Management Land Use Section - OSHWM Land Application Monthly Report - BiosoIids and Industrial Waste Products >>Complete alld submit this form to IDEM eachreportmollth<< April City of Jeffersonville Year: L.A. Permit No. iN LA: " '.- ,--',' "...... . IN LkOOQ466 I ethods of Disposal Utilized: Indicate by an "X" which disposal methods were utilized this month and provide volumes for each method. r NOTE: Only include amounts for those materials which you are PERMITTED to land apply. b c-. BIOSOLIDS: I 0 biosolids were disposed, by land application or other methods, this month Biosolids were land applied this month Dewatered biosolids were used at the treatment works grounds this month iosolids were landfilled this month iosolids were disposed by the method listed below this month ~u 's1 '~ oj " ij '1 Dry Tons ~ NA ~ .~ ,JOi.55 I r- Of the total volume listed above, what volume was transported out of Indiana? t o industrial waste products were disposed, by land application or other methods, this month waste products were land applied this month Industrial waste products were landfilled this month Industrial waste products were disposed by the method listed below this month Ci ; ~ . Dry Tons ~ " NA ~ Of the total volume listed above, what volume was transported out of Indiana? I hereby certify that to the best of my knowledge and understanding this report is complete and accurate. Timothy L. Crav,,rford Printed Name r- I , Facility Manager itle May12,2003 Date c- > J '1 ," ."] . ~'] - -'-l YJ '....1 ] Jeffersonville Waste Water Treatment Facility Phase Code 4 4400-4490 Maintenance & Repair Expenditures P.O. Date Phase Code Vendor Description Amount Invoice Date Invoice # 4/4/2003 4400 HOME DEPOT AIR COMPRESSOR/DRILL BITS $441.72 3/14/2003 24 85083882028 0303 4/18/2003 4442 HEUSER VACTOR TRUCK $32.53 3/18/2003 549228 4/4/2003 4400 A Y INDUSTRIAL CONTROL CHART PAPER $131.86 3/18/2003 JIC 516501 4/4/2003 4400 ORR SAFETY EXIT SIGNS $170.38 3/18/2003 INV0050047 4/4/2003 4440 BOND SIGN COMPANY LIFT STATION SIGNS $96.00 3/19/2003 26632 4/4/2003 4402 HACH SAMPLER REPAIR $181.13 3/20/2003 WI072490 4/4/2003 4400 HEUSER PAINT $11.10 3/21/2003 542847 4/4/2003 4402 ;PENCER MACHINE & TOOl EYEBOL T FOR PUMP $60.85 3/21/2003 6289 4/4/2003 4441 EUBANK & HALL MERCURY FLOA T $51.52 3/24/2003 312299 4/4/2003 4442 HEUSER EYE BOL TS $2.39 3/24/2003 542919 4/4/2003 4400 HEUSER BARRELL PUMP $51.93 3/25/2003 542579 4/4/2003 4400 HEUSER MAGNET $11.65 3/25/2003 543011 4/4/2003 4400 HEUSER QUICK PLUG $10.59 3/25/2003 542992 4/4/2003 4441 HEUSER SPRING STREET $19.48 3/26/2003 543021 4/4/2003 4400 HEUSER KEYS $2.10 3/27/2003 542617 4/4/2003 4441 HEUSER SPRING STREET $30.81 3/27/2003 543109 4/4/2003 4400 HEUSER MISC TOOLS AND SUPPLIES $16.91 3/28/2003 534159 "1 J -) -, --J "-~'J '''''"'' --"J Jeffersonville Waste Water Treatment Facility Phase Code 4 4400-4490 Maintenance & Repair Expenditures P.O. Date Phase Code Vendor Description Amount Invoice Date Invoice # 4/4/2003 4400 CHLORINA TION INC CL2 & S02 ANNUAL INSPECTION $367.02 3/30/2003 03-50 4/18/2003 4442 DEEDS EQUIPMENT LEADER HOSE - VAC TRUCK $150.31 3/31/2003 54089-IN 4/4/2003 4400 FFERSONWLLESMALLE~ MOWER REPAIR $251.70 4/1/2003 274 4/4/2003 4400 TIMOTHY CRA WFORD FLUID POWER - POP OFF VAL VE $79.76 4/1/2003 0401 03 TL CEXP FOR BLOWER 4/4/2003 4400 HEUSER GREASE GUN $16.94 4/2/2003 543375 4/18/2003 4400 ORR SAFETY FACE SHIELDS $30.92 4/2/2003 INV0058070 4/18/2003 4460 WASH-O-RAMA CAR WASHES $52.50 4/2/2003 909 4/18/2003 4400 HEUSER HOSE COUPLER $4.14 4/3/2003 542713 4/18/2003 4442 BROWN EQUIPMENT LENS KIT AND LAMPS $111.04 4/4/2003 19939 4/18/2003 4441 DEEDS LEADER HOSE - VAC TRUCK $98.41 4/4/2003 54146-IN 4/18/2003 4400 A Y INDUSTRIAL CONTROL CHART PAPER $142.77 4/4/2003 5000525 4/18/2003 4440 HEUSER PRIMER FOR 10TH STREET $8.24 4n/2003 543546 4/18/2003 4400 HEUSER UTILITY KNIFE $9.53 4/8/2003 543753 4/18/2003 4441 MUNICH WELDING ANGLE IRON FOR SPRING STREET $262.50 4/8/2003 30178 CA TWALK 4/18/2003 4400 GENERAL RUBBER HYDRANT REDUCER FOR HOSES $11.66 4/9/2003 573710 4/18/2003 4400 HEUSER KEY $1.26 4/9/2003 543670 4/30/2003 4441 REUFF LIGHTING NEW CABINET FOR CRUMS #2 $52.13 4/9/2003 541627 "'J -, ~) '-'~'J " "~-J "') "'-~"1 ..,,-] .---, Jeffersonville Waste Water Treatment Facility Phase Code 4 4400-4490 Maintenance & Repair Expenditures P.O. Date Phase Code Vendor Description Amount Invoice Date Invoice # 4/18/2003 4400 HEUSER UTILITY KNIFE $14.94 4/10/2003 543707 4/18/2003 4442 RADIOLAND BA TTERY FOR MARK $76.32 4/10/2003 1011658 4/18/2003 4443 FLEET PRIDE BOOM TRUCK PARTS $19.52 4/11/2003 4221703 4/18/2003 4400 HEUSER LIQUID PLUMBER $9.53 4/15/2003 544158 4/18/2003 4442 HEUSER TV CABLE $4.76 4/15/2003 543874 4/18/2003 4400 WALNUT RIDGE MULCH $111.14 4/15/2003 313992 4/30/2003 4441 HEUSER HARDWARE 10TH STREET LIFT STATION $5.35 4/16/2003 544237 4/30/2003 4443 HEUSER HARDWARE RAKE AND SHOVELS FOR $29.11 4/17/2003 544280 COLLECTION STOCK 4/30/2003 4400 OFFICE DEPOT KEY CABINET $32.99 4/17/2003 6011564101503968 0403 4/18/2003 4460 PETTY CASH KEYS FOR JERRY'S TRUCK $12.12 4/17/2003 041803PC 4/30/2003 4400 HOME DEPOT WEED EA TER HEAD AND CORD $56.68 4/19/2003 248508388202 0403 4/30/2003 4442 HEUSER HARDWARE ROOT CUTTERS FOR VAC TRUCK $11.01 4/21/2003 544417 4/30/2003 4400 MICROBAC METALS TESTING $44.00 4/21/2003 31204 4/30/2003 4400 HEUSER HARDWARE CLAMPS $6.25 4/22/2003 544469 4/30/2003 4400 HEUSER HARDWARE SAFETY CHAIN FOR PLANT $54.21 4/22/2003 544486 4/30/2003 4442 HEUSER HARDWARE CUTTERS ON VAC TRUCK $13.09 4/22/2003 543961 4/30/2003 4443 KMART VHS TAPES $31.61 4/22/2003 04/22/03 INV ..") ql ) J , .....1 l ) Jeffersonville Waste Water Treatment Facility Phase Code 4 4400-4490 Maintenance & Repair Expenditures P.O. Date Phase Code Vendor 4/30/2003 4400 :PENCER MACHINE & TOOl Description CONVEYOR ROLLERS Amount Invoice Date $620.00 4/22/2003 Total $4,126.41 .~'~J -, Invoice # 6342 Attachment F r- i r Safety Inspection Report ,..-, I r-..... r r-- ~., r i l EMC Monthly SAFETY INSPECTION CHECKLIST *Mark only if NOT in compliance ADMINISTRATIVE OFFICES - 18 Written Site Emergency Plan/training. Updated OSHA 200 log Written Chlorine/Sulfur Dioxide program, copy of actual standard, training Written Fire Extinguisher program, copy of actual standard, training Written Hazardous Communication program, copy of actual standard, training Confined Space program, copy of actual standard, training Written Emergency Action Plan program, copy of actual standard, training Written Lockout/Tag Out program, copy of actual standard, training Blood borne Pathogen program, copy of actual standard, training Personal Protection Equipment program, copy of actual standard, training All employees trained and understand Risk Management Plan Personal Protection Equipment available for visitors Safety Committee with both employee and management participation Written "Right to Know" Program MSDS sheets available to employees Process Safety Management Plan (for plants mandated to have) Housekeeping Hearing disciples - documentation PREMLIMINARY TREATMENT - 4 Wet or oil on floors No or bad ventilation Bar screenings on floor Housekeeping r-, I r PRIMARY TREATMENT - 1 Housekeeping LABORATORY -11 r-- Proper chemical storage (containers labeled) Emergency shower and eyewash Inspection of emergency shower and eyewash Acid spill kit -- Sample refrigerators marked "Bio Hazard" Signs of food or drink in lab Fume hoods in proper working order or inspected Proper sharps/broken glass container Personal Protective Equipment available and used Tongs or special gloves for moving hot items available and used Housekeeping BIOLOGICAL TREATMENT - 2 r- N/A Safeguards in the pure oxygen system Housekeeping ADVANCED TREATMENT-1 Housekeeping ,..-, I f DISINFECTION - 14 Housekeeping r- ; CHLORINE: Working exhaust fans at floor level X Leak detection alarm system Alarm bad on S02 Ammonia hydroxide available to test for chlorine leaks SCBA/IO minute escape packs are properly inspected and full Proper chlorine wrench readily available Chlorine cylinders properly chained to wall and tons secure New washers readily available Windsock and lor other wind directional apparatus exist Warning signs in place Chlorine stored separately from other chemicals Risk Management Plan ~ , UV: N/A N/A Warning signs in place Proper Personal Protective Equipment in place BIO SOLDIS HANDLING - 2 --- ,--". Combustible gas detection system in place and calibrated Housekeeping r---- , r-~ ",..... ~ ~ MAINTENANCE/GARAGE - 13 Proper guarding of grinders, etc. Lockout/Tag Out equipment available Vehicle Safety Checklist in place Sharps container for glass, cutting blades, etc. Hand tools in proper working order Eye protection provided for bench, free standing, and hand tools Lighting of work bench adequate Hoist, lift, jack, chains, pulleys available for lifting and moving heavy objects Metal waste can marked for oily and/or paint soaked waste only and lit secured Piping, hoses, etc. Stored properly Heavy duty extension cords used when appropriate Personal Protective Equipment signs posted Housekeeping BUILDINGS AND GROUNDS - 34 N/A Chemical storage tanks are labeled Containers labeled Stairways are unobstructed Area below stairway are unobstructed Work areas are adequately lighted No Trip Hazards visible Exits clearly marked Emergency lighting adequate and functioning Fire extinguishers inspected All electrical wires in proper repair Electrical control boxes are not used for storage above or below, or otherwise blocked Electrical boxes doors secured Lockout/Tag Out in use where needed Outlets not overloaded Extension cords are not passing through openings without proper protection Handrails in good condition Chain guards in place where possible danger exists Guards over drive chains and gears are in proper working order "T" valves in walkways are adequately marked Automatic start signs properly displayed on machinery where needed Piping is color coded (legend available) or marked with content name Potable and non-potable water lines are clearly marked and distinguishable from each other Hatchcovers in place Levee around pond or lagoon in good condition Life rings, jackets, hooks, etc. available around open tanks or ponds r-.. ~ , ......, ;--. ,..-.... -..... ~ Sampling equipment is sufficient to prevent climbing over handrails or other hazards to get samples Flammables are stored in appropriate cabinets or buildings and marked as such No Smoking signs posted near flammable areas Exit lights are in proper working order Housekeeping MISCELLANEOUS -14 N/A Man lifts inspected yearly Ladders in proper repair and working condition Personal Protective Equipment is provided First aid kits are available in all work areas and properly stocked Emergency Response Team (in plant or local) is available and aware of emergency plan Overhead crane inspected annually by qualified personnel Weight limits displayed on both sides of overhead crane Forklift operation training is provided Air gap and/or back flow prevention device on water line inspected and recorded annually Heat exchangers and/or boilers inspected annually Lockout/Tag Out Program audit documented Lockout/Tag Out training of "affected, authorized and others" conducted OSHA signs posted r f r- . t N/A ~, ,..-... ,--... c---- Facility: Jeffersonville r Inspector: Joe Hembree , , Date: 04/30/03 Scoring: If the plant is not in compliance with the item listed put a checkmark on the line next to the item listed. Feel free to write comments next to or near the item. Ifin compliance, leave blank. If not applicable to the plant (some items may not be), write N/A ("Not Applicable") on the line. Count up the total number of "Not Applicable" items. Subtract the "Not Applicable" from the "Total Possible" points. This will give you the "Adjusted Total". Subtract the number of "Not in Compliance" from the "Adjusted Total". This gives you the total "In Compliance". Divide the number of "In Compliance" by the "Adjusted Total" to give the "Total Percent". ,...... Example: Counts: N/A = 4 Not in Compliance = 3 , : Total Possible 114 Total Possible 114 Not Applicable -4 Not Applicable -6 Adjusted Total 110 Adjusted Total 108 Not in Compliance - 3 Not in Compliance 1 Total in Compliance 107 Total in Compliance 107 Total % 97.3% Total % 99% (107/110) r-..... ~ ,.-..... ,..-...., -~ ",.-.. f ~ , r, r l ; ~' Attachment G /,""""" DMR/MRO February 2003 ,.-.,.,. ------ -, ~- ~ -- ~ " ~ Monthly Report of Operation Name of FaCility o~. :-..'t I ~ermil Number \~ Activated Sludge Type j~ City of Jeffersonville WWTP IN0023302 .,.~~ ~/A Wastewater Treatment Plant Month Year Plant Design Flow .;;.. Telephone Number 1 I April ..... 2003 5.2 mgd 812-285-6451 Substitute for State Form 10829 (R/12-2002) Certified Operator. Name Class Certificate Number Expiration Date Page 1 of 4 . Timothy L. Crawford I IV I 13156 I 6/30/2003 I >: T otaf= ~ CHEMICALS RAW SEWAGE c: ~ 0 USED 0 'E Cl Q) en ... >- > o ell <.9 (J) .~ 0 .0 >-Q -~ Q) ..J .c (f) E I ell...; 0::: c~ ~ () Q) Cl ell Ol tIl 0::: J!! c oS E:a Q) ~ Ci;<.9 Ol - '0 "0 E :9 E .c Cl. Cll ::J I ro Q) (J) Q) tIl 'x .0 <.9 0::: c: .:<: _.c ~ - ... >-... .0 0 ..J :E 0::: I I I Ol Q) ro- c a. ... (f) ... Ol tIl (J) tIl E 0 <ll (J) '" Q) g ~. :J ::J ...J 1:5 E :9 :g :g (J) 2 .S: ... '" a. <( g c () I ~ 2 I ::J III E 2 o () Q) ... 0 I I '0 '0 ell 0- tIlO +=0 ..2 0 0 - 'Q. c: u: LI1 I."l (f) (f) .c: 'c 0 :c2 Q) tIl_ ().... 'e :; Cl Cl a. 0 ' c I- 'u ctl- Q)- ei. ei. >- >- c Cll ... ~ a.. '0 'x 0 (f) ro 0 0 tIl E ell ell Cll- <c >-x 1: ~ r .co co tIl (J) 0 E Cl Cl ~e:. a. co::..- U::..- u ~ .. ~: .c: a. U U a. <( 1 Tue 0 33 115 4.2 7.7 128 4483.58 195 6830.46 12.3 2 Wed 0 31 115 4.259 .. 7.3 245 8702.41 183 6500.17 16.6 3 Thu 0 31 114 4.189 7.6 265 9258.11 290 10131.5 14.3 4 Fri 0.2 29 120 5.681 7.5 220 10423.5 144 6822.65 13.9 5 Sat 0 36 129 4.144 7.2 120 4147.32 170 5875.36 10.9 6 Sun 0.55 50 161 6.57 7.4 60 3287.63 185 10136.9 10.2 7 Mon 0 '40 156 4.951 7.5 125 5161.42 170 7019.53 8.8 8 Tue 0.15 36 133 4.677 7.6 285 11116.8 215 8386.33 11.3 9 Wed 0.1 38 140 5.113 7.6 235 10021 190 8102.06 13 10 Thu 0 35 123 4.418 7.1 265 9764.22 240 8843.07 13.6 11 Fr; 0 39 106 4.29 7.2 333 11914.3 320 11449.2 13 12 Sat 0 66 100 4.229 7.5 355 12520.8 253 8923.27 14.6 13 Sun 0 29 106 3.951 7.7 205 6755.02 255 8402.59 14.9 14 Mon 0 33 33 4.061' 7.4 205 6943.09 173 5859.29 14.9 15 Tue 0 33 11~ 4.003' 7.4 320 10683.2 220 7344.7 15.2 16 Wed 0.75 47 175 4.738 7.3 295 11656.9 228 9009.4 15.2 17 Thu 1.1 114 311 13.918 7.2 288 33429.9 320 37144.4 16.4 . 18 Fri 0 69 210 6.013 7.6 130 6519.29 120 6017.81 5.5 19 Sat 0 55 156 5.247 7.2 194 8489.44 105 4594.8 9;6 20 Sun 0.5 65 226 6.657 7.3 25 1387.98 113 6273.69 1'1.2 21 Mon 0 65 184 5.65 7.4 140 6596.94 145 6832.55 10.5 22 Tue 0 62 182 5.071 7.4 230 9727.19 143 6047.78 1f3 23 Wed 0 49 145 4.531 7.3 123 4647.99 160 6046.17 13.3 24 Thu 0.5 23 195 5.346 7.4 190 8471.27 165 7356.63 14.5 25 Fr; 1.2 178 340 12.79 7.5 280 29867.2 185 19733.7 10.6 26 c- O 88 229 7.447 7.3 255 15837.5 160 9937.28 5.6 Sat 27 Sun 0 78 200 5.588 7.3 95 4427.37 155 7223.61 9.4 28 Mon 0.25 62 95 5.724 7.6 120 5728.58 85 4057.74 11.3 29 Tue 0.2 63 121 5.309 7.3 208 9209.63 215 9519.57 10.3 30 Wed 0 63 121 4.993 7.2 190 7911.91 208 8661 .46 12.3 Average .54667 155.03 5.59193 204.3 9636.38 190.33 8969.45 12.15 Maximum 1.2 178 340 13.918 7.7 355 33429.9 320 37144.4 16.6 Minimum 23 33 3.951 7.1 25 1387.98 85 4057.74 5.5 No. of Data 30 0 0 30 30 0 30 30 30 30 30 30 0 30 0 ; certify under penalty of law that this document and all attachments were prepared ,/ ~ V~ / f 0/"/t?1 under my direction or supervision in accordance with a system designed to assure ~"'''''''' P""""" prop,rlyg''''''''' ''''''I' th, "tmm,,,oo ,"'mit"'. v ~"^TUfif1OF CE'''~TORJ / (DAfE) Based on my inquiry of the persons who manage the system, or those persons -;:/ d, :7 dz/o3 directly responsible for gathering the information, the information submitted is. to the~_ _ .. / best of my knowledge and belief, true. accurate, and complete. J am aware that thec> .' V) _ I (DATt) are significant penalties for submitting false information, including the possibility of (SIGN~ OF PRINClf~ECUTIVE fine and imprisonment for knowing violations. OFFICER OR AUTHORI D AGENT) .' ~ ....,