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Consent Decree Semi Annual Report_September 2014THE CITY OF Dui Masterpiece on the Mississippi TO: The Honorable Mayor and City Council Members FROM: Michael C. Van Milligen, City Manager SUBJECT: September 30th Semi Annual Report US EPA Consent Decree Required Submittal DATE: August 28, 2014 Dubuque band AI -America City r 2007 • 2012 • 2013 City Engineer Gus Psihoyos recommends City Council approval for the City Manager to certify the September 30th Semi Annual Consent Decree Report to be submitted to the U.S. Department of Justice, U.S. EPA and the Iowa Department of Natural Resources. I concur with the recommendation and respectfully request Mayor and City Council approval. 7.- Mic ael C. Van Milligen bc./114X tvii MCVM:sv Attachment cc: Barry Lindahl, City Attorney Cindy Steinhauser, Assistant City Manager Teri Goodmann, Assistant City Manager Gus Psihoyos, City Engineer THE CITY OF DUB Masterpiece on the Mississippi TO: Michael C. Van Milligen, City Manager FROM: Gus Psihoyos, City Engineer SUBJECT: September 30th Semi Annual Report US EPA Consent Decree Required Submittal DATE: August 26, 2014 Dubuque AA -America Clly 2007 • 2012 • 2013 Introduction The purpose of this memorandum is to request City Council approval to authorize the City Manager to certify and submit to the appropriate parties, the City of Dubuque's September 30th Semi Annual Report, a Consent Decree required submittal. Background The City of Dubuque, Iowa is under a Consent Decree according to Case 2:11-cv-01001-EJM, United States of America and the State of Iowa v. the City of Dubuque, IA (N.D. Iowa), Civil Action Number 2008V00041, DOJ Case Number 90-5-1-1-09339 effective June 27, 2011. Per the Consent Decree, the City is required to submit a Semi Annual Report each March 31st and September 30th after the effective date of the Consent Decree. Discussion The purpose of the Semi Annual report is to present events and activities associated with the W&RRC and the Sanitary Sewer Collection System since approval of the Corrective Action Plans. The report specifically includes documentation on all Sanitary Sewer Overflows, a summary and status of projects including the WRRC Upgrades, a listing of all NPDES violations, and efforts and actions taken to reduce sources of infiltration and inflow. Action to be taken I respectfully request the City Council approve and authorize the City Manager to certify the September 30th Semi Annual Report and Engineering staff to submit the certified report to the US Department of Justice, US EPA and the Iowa Department of Natural Resources. cc: Barry Lindahl, City Attorney Denise Ihrig, Environmental Engineer Prepared for: UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, UNITED STATES DEPARTMENT OF JUSTICE AND IOWA DEPARTMENT OF NATURAL RESOURCES Prepared by: CITY OF DUBUQUE, IA 50 W 13th Street Dubuque, IA 52001 Consent Decree Semiannual Report September 30, 2014 Consent Decree No. 2:11-cv-01011-DM August 28, 2014 Table of Contents 1.0 CERTIFICATION 1-5 2.0 INTRODUCTION 2-6 2.1 Background 2-6 2.2 Purpose 2-6 2.3 Report Summary 2-6 3.0 SANITARY SEWER OVERFLOWS 3-8 3.1 Sanitary Sewer Overflow Record 3-8 3.1.1 Dry Weather Overflows 3-8 3.1.2 Wet Weather Overflows 3-8 3.1.2.1 July 3rd 2014 Force Majeure 3-8 3.2 SSO's Effect on Public Health and Water Quality 3-10 3.3 Measures Enacted to Minimize Duration and Impact 3-10 3.4 Measures Enacted to Stop the Overflow Event 3-11 3.5 Measures Enacted to Prevent Another Recurrance 3-11 3.6 Capturing Key Way Overflows 3-11 3.7 Warning Sign Postings 3-11 4.0 WATER & RESOURCE RECOVERY CENTER CONSTRUCTION UPGRADE4-13 4.1 Project Planning 4-13 4.2 Current Project Status 4-14 4.3 Biosolid Accumulation Prevention at the W&RRC 4-14 5.0 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) . 5-15 5.1 Summary of all NPDES Permit Requirement Information 5-15 5.2 NPDES Violations at the WRRC During The Reporting Period 5-15 5.2.1 NPDES Violation(s) Log 5-15 5.2.2 Cause of NPDES Violations 5-15 6.0 INFLOW & INFILTRATION REDUCTION PROGRAM 6-16 6.1 Background 6-16 6.1.1 Sewershed 11: I&I Related Sanitary Sewer Overflows 6-16 6.2 Flow Metering 6-16 6.2.1 Sewershed 11 Flow Metering 6-16 6.2.2 Sewershed 5 Flow Metering 6-17 6.2.3 Sewershed 10 Flow Metering 6-17 6.3 Source Investigations 6-18 6.3.1 Private Property Inspections 6-18 6.3.2 Dye Testing 6-19 6.3.3 Smoke Testing 6-20 6.3.4 Manholes 6-20 6.3.5 Sanitary Sewer 6-20 6.4 Corrective Action Plan 6-21 7.0 CORRECTIVE ACTION PLAN IMPLEMENTATION SCHEDULE 7-22 7.1 Sewershed 11 Corrective Action Plan Schedule 7-22 7.1.1 Private Property Corrections 7-22 7.1.2 Private Property Corrections Identified by Smoke Testing 7-25 7.1.3 Public Sanitary and Store Sewer Corrections Identified by Smoke Testing 7-26 7.1.4 Brick Manhole Corrections 7-27 7.2 Sewershed 12 Corrective Action Plan Schedule 7-31 7.2.1 Private Property Inspections Corrections 7-31 7.2.2 Sanitary Sewer Smoke Testing: Private Property Defects Corrections - Laterals 7-34 7.2.3 Sanitary Sewer Smoke Testing: Private Property Defects Corrections - Various 7-35 7.2.4 Sanitary Sewer Smoke Testing: Public Property Corrections 7-36 7.2.5 Sanitary Sewer Smoke Testing: Store Catch Basins 7-36 7.2.6 Manhole Corrections 7-37 7.2.7 Brick Manhole Corrections 7-37 7.2.8 Sanitary Sewer Rehabilitation/Corrections 7-38 7.3 Sewershed 7 Corrective Action Plan Schedule 7-39 Failed and Corrected Private Property Inspections 7-39 7.3.1 7.3.2 7.3.3 Sanitary Sewer Smoke Testing Sanitary Sewer Smoke Testing: Corrections 7.3.4 Sanitary Sewer Smoke Testing: - Private Property Defect Corrections7-40 Public Property — Sanitary Sewer Public Property — Stone Sewer 7-43 Corrections 7-45 7.3.5 Manhole Corrections 7-47 7.3.6 Brick Manhole Corrections 7-49 7.3.7 Sanitary Sewer Corrections 7-49 8.0 CMOM UPDATE 8-51 8.1 The CMOM Program 8-51 8.2 CMOM Implementation 8-51 8.2.1 Fats, Oils, and Grease 8-51 9.0 ASSESSMENTS AND ENGINEERING ANALYSES 9-53 10.0 OTHER RELATED ACTIVITIES 10-54 ii APPENDIX A — FLOW METER LOCATIONS 2014 APPENDIX B — SEWERSHED 11 FLOW METER LOCATIONS AND JUNE 19TH AND 30TH RAIN EVENT FLOW DATA APPENDIX C — CLARKE UNIVERSITY SMOKE TESTING JULY 2014 APPENDIX D - SEWERSHED 5 FLOW METER LOCATIONS AND JUNE 19TH AND 30TH RAIN EVENT FLOW DATA APPENDIX E — SEWERSHED 10 FLOW METER LOCATIONS AND JUNE 19TH AND 30TH RAIN EVENT FLOW DATA APPENDIX F — SENIOR HIGH SCHOOL SMOKE TESTING JULY 2014 APPENDIX G — FATS, OILS, AND GREASE (FOG) LEAFLET AND FOOD ESTABLISHMENT NOTICE APPENDIX D - SEWERSHED 5 FLOW METER LOCATIONS AND JUNE 19TH AND 30TH RAIN EVENT FLOW DATA APPENDIX E - SEWERSHED 10 FLOW METER LOCATIONS AND JUNE 19TH AND 30TH RAIN EVENT FLOW DATA APPENDIX F - SENIOR HIGH SCHOOL SMOKE TESTING JULY 2014 APPENDIX G - FATS, OILS, AND GREASE (FOG) LEAFLET AND FOOD ESTABLISHMENT NOTICE TABLES Table 2-1. Organization of information required by the Consent Decree. 2-77 Table 3-1. Sanitary sewer overflows during the reporting period. 3-89 Table 3-2. Warning sign posting locations. 3-11 Table 4-1. Significant deadlines for the Water & Resource Recovery Center. 4-13 Table 5-1. Monthly operating reports submitted during the reporting period. 5-15 Table 6-1, Sewershed 10 Flow Meter Data Summary 6-18 Table 6-2. Property Inspection Progress 6-19 FIGURES Figure 6-1. Map of priority sewersheds for I&I investigation. 6-1919 iii iv 1.0 Certification I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my directions and my inquiry of the person or person who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Michael C. Van Milligen City Manager 1-5 2.0 Introduction 2.1 BACKGROUND The City of Dubuque, Iowa is under a Consent Decree according to Case 2:11-cv-01001-EJM, United States of America and the State of Iowa v. the City of Dubuque, IA (N.D. Iowa), Civil Action Number 2008V00041, DOJ Case Number 90-5-1-1-09339. The Consent Decree became effective on June 27, 2011 and requires the City to submit semiannual reports to the Department of Justice (DOJ), Environmental Protection Agency (EPA) and Iowa Department of Natural Resources (DNR). 2.2 PURPOSE The purpose of this report is to satisfy Section VIII, Paragraph 25 of the Consent Decree. Paragraph 25 requires the City to submit semiannual reports on March 31 and September 30 after the Effective Date (June 27, 2011), The report includes summary information regarding events and activities performed in the prior six months. Therefore, the `reporting period" shall refer to the time between March 1, 2014 and August 31, 2014. 2.3 REPORT SUMMARY Paragraph 25 of the Consent Decree requires the semiannual reports to include specific information as well as a summary of the status and progress of all projects and programs required by Sections V and VI of the Consent Decree. Table 2-1 lists how the required information is organized in this report. 2-6 Table 2-1.Oreanizabon of information required by the Consent Decree. Consent Decree Paragraph Summary of Requirement Report Section 25(a)i Sanitary Sewer Overflow (SSO) locations 3.1 25(a)ii SSO duration of flows Table 3-1 25(a)iii SSO estimated flow volume Table 3-1 25(a)iv Waterbody downstream of SSO Table 3-1 25(a)v Suspected cause of SSO Table 3-1 25(a)vi SSO effect on public health and water quality 3.2 25(a)vii Measures to minimize SSO 3.3 25(a)viii Measures to stop SSO 3.4 25(a)ix Measures to prevent recurrence of SSO and milestones 3.5 25(b)i Construction upgrades 4.0 25(b)ii NPDES permit summary 5.1 25 iii ro) NPDES permit violations during reporting period 5 2 8 Assessments and engineering analyses 9.0 9 Disposal of biosolids at WPCP 4.3 10(a) Capture of overflow from Key Way Drive manhole 3.6 10(b) Posting of warning signs at SSO locations 3.7 11 Construction upgrade to WPCP 4.2 12(a) North Fork Catfish Creek interceptor placed into service Reported in 9/30/11 Semiannual Report 12(b) I&I flow metering 6.2 12(c) Flow meters installed in first sewershed during 2010 Reported in 9/30/11 Semiannual Report 12(d) I&I source identification 6.3 12(e) I&I corrective action plan 6.4 12(f) Implement I&I corrective actions 7.0 13(a) Collection System Management, Operation, and Maintenance plan (CMOM) 8.0 13 (b) Implement CMOM 8.2 14 Certify legal authority Completed upon signing of Consent Decree 15 Certify that Section V of Consent Decree has been completed and placed into service To be completed by June 30, 2016 16 Demonstrate all SSO and by-passes have been eliminated To be completed by June 30, 2017 17 If SSO or by-pass occurs, submit Remedial Plan and Schedule Only applicable after June 30, 2017 1 If SSO or by-pass occurs due to O&M, submit Remedial Plan and Schedule Only applicable after June 30, 2017 2-7 3.0 Sanitary Sewer Overflows 3.1 SANITARY SEWER OVERFLOW RECORD The City of Dubuque experienced three (3) dry weather and nine (9) observed wet weather sanitary sewer overflows during the reporting period. Table 3-1 lists the locations and details of the overflows. The times reported as Start Times document when the call came into the Public Works department, although it is difficult to know the precise time of the start of the overflow as it is reliant upon a member of the public observing and reporting the occurrence. The end time is documented as the time when the Public Works department was able to return the flow back to the sewer flow line and contain any spill that may have occurred. 3.1.1 Dry Weather Overflows Sanitary sewer overflow events 1 through 3 were the result of roots in the main lines. All three overflows were in locations not easily accessed with traditional cleaning equipment such as a vacuum jet truck. The Public Works department used equipment attached to off-road vehicles to access the lines with sewer easement cleaning equipment to free the line of roots. The area where the overflows occurred is woodland and the area was treated with lime after the initial clean-up. 3.1.2 Wet Weather Overflows Sanitary sewer overflow events 4 through 12 were the result of wet weather inflow and infiltration. The rain event on June 19th resulted in three sanitary sewer overflows and one reported basement back-up. Table 3-1 shows the basement backup recorded at 85 N. Booth (event 6), the backup was on private property and the City established by-pass pumping to the storm sewer to relieve the back-up. The overflows reported in the Rosedale and Locust areas (events 4 and 5) are areas where the City has repeat overflows in Sewershed 11 which is an area currently being evaluated under the Consent Decree. The overflow on Pulpit Rock Lane (event 7) was in a location where the City does not have a recorded history of overflows. 3.1.2.1 July 3"12014 Force Majeure The rain events on June 29th and 30th resulted in several overflows in Sewershed 11 in the same vicinity as those in the June 19th event, excluding 85 N. Booth and Pulpit Rock Lane. The rain event also had a longer lasting effect on the system, as events 11 and 12 were not discovered until three days later and were compounded by the rising levels of the Mississippi River as it charged the Catfish Creek local to the sites of events 11 and 12, placing much of the sanitary sewer system under several feet of creek water. On July 9, 2014, the City submitted a force majeure claim to preserve the City's rights to determine if the storm event would prevent the City from fulfilling its specific obligations and deadlines under the Consent Decree. A follow up analysis will be submitted separately from this document, detailing the City's inspection of the sewer system and what measures will be necessary to reduce overflows caused by compounding rain and rising river events. While the storm event was beyond the City's control there were no 3-8 catastrophic failures or losses in the collection sewer system that would prevent completion of the work set forth in the submitted and approved corrective action plans. Table 3-1. Sanitary sewer overflows during the reporting period. SSO# 1 2 3 4 5 SEWERSHED 14 1 15 11 11 Local Address 1020 Kelly Lane 3170 John F Kennedy Road 1690 Fox Drive Rosedale @ Glen Oak West Locust and Rosedale Start Date 5/6/2014 5/10/2014 5/29/2014 6/19/2014 6/19/2014 Start Time 10:00 PM 5:30 PM 1:50 AM 4:30 AM 4:30 AM End Date 5/7/2014 5/10/2014 5/29/2014 6/19/2014 6/19/2014 End Time 9:30 AM 7:25 PM 2:30 PM 8:00 AM 8:00 AM Est. Overflow Volume, Gal. 700-1000 1,000 -1,200 500-600 5,000 3,000 Downstream Waterbody North Fork Catfish Creek Bee Branch Creek N/A Controlled on Site Bee Branch Creek/ Mississippi River Bee Branch Creek/ Mississippi River Suspected Cause Roots Roots Roots RDII RDII SSO# 6 7 8 9 10 SEWERSHED 16 14 11 11 11 Local Address 85 N. Booth (Private basement backup) Pulpit Rock Lane West Locust and Rosedale Rosedale @ Glen Oak West Locust and Rosedale (2 MH's) Start Date 6/19/2014 6/19/2014 6/29/2014 6/29/2014 6/30/2014 Start Time 4:30 AM 8:00 AM 10:30 PM 10:30 PM 7:00 PM End Date 6/19/2014 6/19/2014 6/30/2014 6/30/2014 6/30/2014 End Time 8:00 AM 10:00 AM 12:00 AM 12:00 AM 10:00 PM Est.Overflow Volume, Gal. UNK 1,000 1,000 2,000 1,000 per MH Downstream Waterbody North Fork Catfish Creek Middle Fork Catfish Creek Bee Branch Creek/ Mississippi River Bee Branch Creek/ Mississippi River Bee Branch Creek/ Mississippi River Suspected Cause RDII RDII RDII RDII RDII SSO# 11 12 SEWERSHED 14 14 Local Address 1495 Southern Ave 1572 Old Mill Road Start Date 7/3/2014 observed 7/3/2014 observed Start Time 12:00 PM 12:00 PM End Date 7/5/2014 7/5/2014 End Tinie 9:00 PM 9:00 PM Est.Overflow Volume, Gal. UNK UNK Downstream Waterbody Catfish Creek Catfish Creek Suspected Cause Mississippi River above flood stage & RDII Mississippi River above flood stage & RDII 3-9 3.2 SSO'S EFFECT ON PUBLIC HEALTH AND WATER QUALITY There is always concern regarding public health, welfare and the environment with any overflow event. City staff conducts visual inspections of the overflow areas during the event and following the event. Except for the July 3`d overflows discussed below, during the events shown in Table 3- 1, no effects on public health were reported. Visual inspection at the downstream water body showed no sign of putrescent, unsightly or harmful bottom deposits; oil, scum and floating debris; unsightly color or turbidity; or offensive odors. For each incident in the public right of way, the Public Works department cleaned the area and posted the required SSO signs. In addition, public news releases were issued and the events were reported to the Iowa DNR's Manchester office. The July 3'd overflows were directly into Catfish Creek which was under the direct influence of the Mississippi River. As the Catfish Creek may be used for boating and swimming, the City worked with the Iowa DNR to determine risk levels and what measures may be necessary to ensure safety to creek users and the habitat supported by the creek. Upon receiving sampling results taken during and following the overflows, the DNR opted to keep the creek open for boating but not swimming. The DNR later removed the swimming restriction when sampling results showed there was no continued health risk as a result of the sanitary sewer overflows. There have been no reports on habitat related issues as a result of the overflows. 3.3 MEASURES ENACTED TO MINIMIZE DURATION AND IMPACT The City minimized the duration and impact of the SSOs by quickly responding to the event after it was called in and setting up City -owned equipment to either remove roots or control the overflow by re-routing wastewater to a downstream sanitary sewer; having staff member's onsite as soon as the event is reported or observed is the best means of bringing the overflow under control. In events 1, 2, and 3, City staff reported directly to the site, communicated any access issues, and ensured the right equipment was mobilized as the overflows were in challenging areas where traditional vacuum —jet trucks would not have access. For event 6, which was a basement back up, the City used a by-pass pump to relieve the backup for a period of one hour, until flows no longer backed into the private property. In events 4, 5, and 7 through 10, City staff reported to the sites to observe where the overflows were occurring and to determine if there were health and safety issues as a result of the overflows. As the overflows were the result of excessive rain into the sanitary sewer, the Public Works department worked downstream to re-route flows to a downstream sanitary sewer with less flow, during which time the overflow locations were not by-pass pumped to the storm sewer system. Minimizing the duration and impact of events 11 and 12 were a greater challenge due to the compounding nature of the flood event and the preceding storm event on June 30` . The event was minimized however by better understanding how the event was impacting the lift station and City staff quickly redirected some of the flow to the equalization tanks at the Water & Resource Recovery Center, this allowed the lift station pumps to catch up with the incoming flow and within 45 minutes of establishing the flow re -direct, the overflows stopped. 3-10 3.4 MEASURES ENACTED TO STOP THE OVERFLOW EVENT For events 1, 2, and 3 the overflow was stopped by removing the roots and line debris using the specialized off-road jet equipment, thereby localizing and minimizing the event. For events 4 — 12, City staff looked to re-route sanitary sewer flows to other sections of the sanitary sewer system. While this method may take longer to set-up and achieve results, it reduces the volume of sewage that may have otherwise been directly pumped to the storm sewer system. By-pass pumping to the storm sewer system for event 6 was critical as time was of the essence to prevent continuation of the private property back-up. 3.5 MEASURES ENACTED TO PREVENT ANOTHER RECURRANCE Increased maintenance will be performed on lines where debris and roots were the cause of the blockage. For events 1 through 3 the lines will be added to the annual root control treatment program, which is overseen by the Public Works department. The overflows resulting from excessive rain derived inflow and infiltration as seen in events 4 through 10 are predominantly in areas the City is evaluating under the Consent Decree. The City is looking at several options to reduce the volume of rain entering the system and looking at ways for the system to better manage the excess flow until such time as the volume is reduced. During this time the City will continue to respond as quickly as possible and re-route flows and minimize the impact of the overflow. 3.6 CAPTURING KEY WAY OVERFLOWS Paragraph 10 of the Consent Decree requires the City to capture all overflows from the manhole located on Key Way Drive between 3500 Keymer Drive and 3507 Keystone Drive. No sanitary sewer overflows occurred at this location during the reporting period. 3.7 WARNING SIGN POSTINGS Paragraph 10 of the Consent Decree requires that the City post a warning sign at all SSO sites for at least 6 months after completion of the site cleanup, unless IDNR decides that the sign may be posted for a shorter period of time or not at all. Table 3-2 lists the current locations where signs are posted. (Postings are not required for basement backups.) Table 3-2. Warning sign posting locations. SSO Location Description 1020 Kelly Lane Sign located near the overflow location off road in the woods. 3170 JFK Road Sign located near the overflow location off road adjacent to the woods. 1690 Fox Drive Sign located near the overflow location off road in the woods. Rosedale — near West Locust Sign located on the south side of Rosedale near West Locust 3-11 Rosedale — near Glen Oak Sign located on Rosedale near 1220 Rosedale West Locust — at Rosedale Sign located near 985 West Locust 85 North Booth Sign located near 30 North Booth 1495 Southern Avenue Sign located at 1499 Southern Ave at the edge of cul-de-sac 1572 Old Mill Road Sign located on property east of the railroad tracks near the edge of the parking area. 3-12 4.0 Water & Resource Recovery Center Construction Upgrade 4.1 PROJECT PLANNING During its Fiscal Year 2006 goal setting process, the City Council listed the Water Pollution Control Plant (WPCP) as one of its high priorities. City staff subsequently applied for a State Revolving Fund (SRF) planning and design loan during the summer of 2006, and plant upgrades were placed on the DNR Intended Use Plan schedule. Following public hearings and bidding requirements, the Facility Plan was developed and approved by DNR. The facility's name was also changed to the Water & Resource Recovery Center (W&RRC). In October 2008, the team of Strand Associates and IIW Engineers was approved by the City Council to proceed with the design of the W&RRC upgrades. The NPDES permit was issued by DNR staff on April 1, 2010, and the plant construction permit was signed by DNR staff on April 5, 2010. Following public bidding requirements, the City Council approved a contract, and the notice to proceed was issued August 19, 2010. Table 4-1 lists the revised significant deadlines for the project, which take into account project delays resulting from force majeure. Table 4-1. Significant deadlines for the Water & Resource Recovery Center. Deadline Target Date Completed Date Digester Startup January 7, 2013 January 22, 2013 Sludge Processing Startup February 6, 2013 August 16, 2013 Excess Flow Equalization April 18, 2013 August 23, 2013 Aeration Tank Completion June 21, 2013 July 24, 2013 Final Clarifiers August 8, 2013 August 6, 2013 Substantial Completion August 29, 2013 August 29, 2013 Final Completion May 14, 2014 *** *** Due to minor disputes with the contractor over punch -list items & subcontractor claims, the Final Completion date may not be established for another 4 - 12 months. The plant was fully functioning as of the Substantial Completion Date of August 2013. 4-13 4.2 CURRENT PROJECT STATUS The City of Dubuque's lead engineer, Strand Associates, have certified the project substantially complete. A copy of the Substantial Completion letter was submitted with the March 31, 2014 Semi Annual Report. Strand and the contractor are working through the punch -list to bring the improvements to final completion. 4.3 BIOSOLID ACCUMULATION PREVENTION AT THE W&RRC In February 2013, the City installed the new solids handling equipment (two centrifuges), and entered into a contract with Nutri -Jet Systems of Hudson, Iowa to manage the bio -solids, thereby preventing accumulation of bio -solids at the W&RRC. 4-14 5.0 National Pollutant Discharge Elimination System (NPDES) 5.1 SUMMARY OF ALL NPDES PERMIT REQUIREMENT INFORMATION NPDES Monthly Operating Reports (MOR) for the City of Dubuque W&RRC were submitted to IDNR on the dates listed in Table 5-1: Table 5-1. Monthly operating reports submitted during the reporting period. Report Date Submitted March 2014 4/14/2014 April 2014 5/9/2014 May 2014 6/13/2014 June 2014 7/15/2014 July 2014 8/14/2014 August 2014 Scheduled 9/15/2014 5.2 NPDES VIOLATIONS AT THE WRRC DURING THE REPORTING PERIOD There were no NPDES excursions during the reporting period. There was a monitoring violation for failure to report E. Coli for the March, April, May period as required in the permit. 5.2.1 NPDES Violation(s) Log Monitoring violation for failure to report E. Coli for the March, April, May period as required in the NPDES permit. 5.2.2 Cause of NPDES Violations Staff error caused the monitoring violation when the City failed to properly report E.Coli for the monitoring period. 5-15 6.0 Inflow & Infiltration Reduction Program 6.1 BACKGROUND Prior to the Consent Decree date of lodging, the City experienced several discharges of untreated or partially treated wastewater. These events were caused by sharp increases in flow within the sanitary sewer system during and immediately after a rainstorm. To better locate the sources of this issue, the City placed flow meters throughout the city. Depending on location, the meters measured the flow of water from each Sewershed over a one to eleven month period of time. Five of the twelve Sewersheds were identified as receiving elevated flows during and directly after a precipitation event. Under the Consent Decree, the City agreed to investigate these five Sewersheds before January 1, 2016. The section below describes the City's progress in identifying I&I sources in the five Sewersheds (Figure 6-1). 6.1.1 Sewershed 11: I&I Related Sanitary Sewer Overflows During the reporting period the City experienced two significant rain events resulting in sanitary sewer overflows at the intersection of Rosedale and W. Locust in Sewershed 11. Efforts continue to isolate sources of inflow and infiltration and determine what methods are available to the City while work continues with private property owners to disconnect sources of storm water from the sanitary sewer system. The methods used are flow metering, smoke testing, and field observations during the storm events. 6.2 FLOW METERING During the reporting period the City conducted flow metering at key Locations in Sewersheds 5,7,10, and 11 with additional flow metering in Sewershed 6 as flow from this Sewershed passes through Sewershed 10. Appendix A includes a map showing all nineteen current flow metering locations throughout the Consent Decree sewersheds. A second map shows two proposed locations for temporary flow metering along the Granger Creek Interceptor line. The interceptor flows to the Catfish Creek Lift Station which was impacted by the July 3, 2014 force majeure. Flows are low in the Granger Creek Interceptor line as the area it feeds has not been fully developed, however recent televising shows evidence of high flows in the 20 inch diameter sewer. 6.2.1 Sewershed 11 Flow Metering The City continues to monitor flows through Sewershed 11 and, except for down time necessary for flow meter maintenance and repairs, the City will keep a minimum of three flow meters in and around the Rosedale and Locust area where sanitary sewer overflows remain an occurrence. Data from rain events will be retained and compared to future rain events to see if any patters emerge. Further, the flow data will be used to build a hydraulic model of the sewer system to assist in determining alternative methods for reducing sanitary sewer overflows. 6-16 Appendix B contains flow data collected at the three Sewershed 11 meter locations. The data is from the meters located at 1098 W. Locust, Rosedale and W. Locust (1010 W. Locust on the map) and 606 W. Locust Street during two significant rain events that occurred in June. The sanitary sewer overflows based on the timing of the peak and the time it took for the system to recover are indicative of direct inflow. Specific attention during these two rain events was at the meter located downstream of Clarke University, meter 1098 W. Locust Street. The university is out of session during June and flows from the university during both rain events clearly demonstrated direct inflow. The June 19th event saw an increase of just over 400,000 gallons, and the June 30`h saw an increase of just over 500,000 gallons. City staff met with Clarke University staff and arranged for additional smoke testing to confine the results of inflow, Appendix C includes the smoke report showing the roof drains `smoking'. On August 18, 2014, a follow up meeting was held with Clarke University staff to determine the corrective actions and a timetable for completion. Total flows during rain events continue to show charged manholes at the intersection of Rosedale and W. Locust and while the City's efforts continue to work with property owners upstream of the intersection including Senior High School which was also smoke tested during this reporting period, in several cases storm sewer extensions will be necessary to provide positive drainage to prevent damage to private properties. There are currently twelve property owners that will need to complete corrective measures. While this work is slower to progress, the City has built a hydraulic sewer model of the sewershed and will start calibrating the model with flow data to see if a relief sewer or other possible hydraulic solution would reduce the frequency of overflows while sources are targeted. 6.2.2 Sewershed 5 Flow Metering Flow monitoring in Sewershed 5 is complete per the Consent Decree schedule. Similar to the other Consent Decree areas a key flow monitor will remain in place to assist the City's analysis of Sewershed 10 and track the performance of capital improvements. As stated in the September 2013 Semi -Annual Report, early flow monitoring and site inspection in Sewershed 5 detected significant inflow in an area adjacent to the Carter Road detention basin. The location of the basin is situated such that during detention times, sanitary sewer manholes may be covered with storm water. Flow metering continues downstream of the detention basin at 45 W.32'd Street, flow data may be found in Appendix D. The data again clearly shows rain or storm event related inflow. 6.2.3 Sewershed 10 Flow Metering Per the Consent Decree schedule, metering Sewershed 10 will be completed by December 31, 2014 to determine the most immediate Corrective Actions, however, the City will have ongoing flow metering beyond the scheduled date to confirm any changes in the system or new information that may present itself prior to bidding of the corrective action items that will be submitted in the 2015 Corrective Action Report. The Sewershed 10 meters are located downstream of Sewersheds 5, 7(`a' and `b'), and 6 (a non -Consent Decree area). Data from these 6-17 locations will assist the City in localizing issues and specifying corrective actions for Sewershed 10. Flow metering in Sewershed 10 started in November 2013. The Sewershed 10 drainage area takes on flow from several other Consent Decree sewersheds. A location map in Appendix E shows the drainage area and where other sewersheds tie in. A master meter is located at Rhomberg and Kneist streets, with several other meters dispatched to collect the ancillary basin flow data. These locations are also shown on the map. Appendix E also includes flow meter data for the June storm events. In each scenario, flows immediately elevate showing direct inflow which reflects the same system increases upstream of Sewershed 10, from Sewershed 5, 6, and 7(`a' and `b'). In summary the flows passing through the master meter at 10-1 at Rhomberg and Kneist peaks at 14.69MGD for the June 19th storm event and 14.77 MGD for the June 30th storm event, with close to 100% of the increase attributed to the surrounding sewersheds. The following table shows the relationship between the flows coming into Sewershed 10 from Sewersheds 5, 6, 7 (`a' and 'b') and the total passing through the master meter at 10-1. Sewershed 10 will however be examined for exfiltration. The flows passing Sewershed 7 (b) were summarized in the Sewershed 7 Corrective Action Plan and work is scheduled in the area upstream of this flow meter for 2014 and 2015. Table 6-1 Sewershed 10 Flow Meter Data* Sewershed Ave. Daily Dry Weather Flow, MGD June 19, 2014 Rain Event, Peak, MGD June 30, 2014 Rain Event, Peak, MGD Ave RDII Flow passing through Sewershed 10 Flow Meter, MGD 5 0.55 3.54 5.13 4.0 6 1.03 6.25 9.32 6.7 7 (a) 0.19 0.63 0.51 0.4 7 (b) 0.09 7.92 7.55 7.5 10 (Master) 1.58 14.69 14.77 - Est. Total 18.6* *The values presented are for guidance only and are indicative of flows trending through the system to demonstrate the RDII is attributed to the contributing drainage areas of Sewershed 10 and not directly Sewershed 10. 6.3 SOURCE INVESTIGATIONS 6.3.1 Private Property Inspections Private property inspection progress is reported in Table 6-2. Private property inspections identify the roof drain discharge location, the presence of any stairwell or driveway drains, and the presence of a sump pit/pump on site. A passing inspection indicates no connections of clear water to the sanitary system. A failed inspection indicates a connection of clear water directly into the sanitary system, which may include roof drains connected to the sanitary sewer; a stairwell or driveway drain which is connected to the building floor drain; or a sump pump which is plumbed directly to the sanitary lateral or a floor drain within the building. 6-18 Table 6-2. Property inspection progress Sewershed Percent of Completed Property ' Inspections* Consent Decree Deadline to Complete Property Inspections 11 100 9/30/11 12 98 6/30/12 7 97 6/30/13 5 98 6/30/14 10 66 6/30/15 *The Consent Decree does not state that all properties must be inspected. However, it is the City of Dubuque's intent to inspect 100% of the properties in each sewershed. Each improper connection observed during a private property inspection results in a failure notice. The property owner then has 30 days to correct the improper connection, at which point a re -inspection of the property conducted is to verify that the improper connection has been eliminated. If the improper connection has not been corrected, the City may pursue legal action against the property owner to complete the necessary work Inflow & InfiItration Progrctml Sanitary Sewersheds To Be Inspected ` J 4 #<<A., KENNEDY RD , DERBY GRANGE Fth yp0 Y OR VOLT OR G 8 : p isuflVOR; P °. MLLCREST RD = SuHrwEw� OR 1 3 Ti FF RD .Rl1 Z s w-AwNEOR { to - Ce PENNSYLVANIAAVE c o 2 M 1�• �1 pCHAVEN LE RD 8 J w Q_• '' aW�'�'e apa� Qw9`�* cRAcai 0 CIo A CC p O� n4asr A N DODGE sT il' z it p0 8 $ LeeatY AVE OLYMp'CNTa W 32ND ST c7_ o Kpt• 4e 9• T SF SRRooR 3 A- 3 KAUFMAM' AVEc( eG ,ORYRO 1V C/} • 0. 02„, �'� aka.14. q,, Ory umi DAGIS f Figure 6-1. Map of Priority Sewersheds for I&I investigation. 6.3.2 Dye Testing Dye testing is performed in conjunction with private property inspections if the discharge location of a downspout, exterior stairwell drain, or driveway drain is unknown. The City will use dye to identify the discharge location(s). If the dye is found in the sanitary sewer, the 6-19 property owner receives notice consistent with the private property inspection process described in Section 6.3.1. During the reporting period dye testing was repeated at Senior High School located in Sewershed 11. The school completed a substantial upgrade to its grounds and working with the school the City recommended smoke testing at which point roof drains did smoke. The school wanted to look further into where possible cross connections could be and requested we coordinate a dye test with them observing. A copy of the report issued to the school may be found in Appendix F detailing where smoke detected and the time frame for correction. 63.3 Smoke Testing During the reporting period smoke testing was conducted in Sewershed 11 specifically around Clarke University and Dubuque Community School's Senior High School. The smoke testing was a repeat of work completed in 2011, and was the result of continued flow metering that showed signs of direct inflow from W. Locust, where Clarke University is located. Senior High School was re -smoke tested due to concerns arising from a flowing sanitary sewer during the June 30th storm event, when the school had been dismissed for the summer. Copies of the reports/findings are in Appendices C and F. 6.3.4 Manholes Manholes in Sewershed 5 were inspected and their condition documented. Manholes that were recorded as poor or in need of repair will be documented for rehabilitation or replacement in the Sewershed 5 Corrective Action Plan due December 31, 2014. Manholes were also assessed during the inspection of the Granger Creek Interceptor as a result of the July 2014 Force Majeure. During the inspection notable mineral deposits were visible around the manhole joints and the pipe connection at the manhole, indicative of groundwater entry. The pipe connection to the manhole is via a Link Seal A -Lok, and groundwater appeared to be leaking into the manhole around the A -Lok. The City is working to secure a quote from Visu-Sewer Clean and Seal to conduct injection grouting of urethane into the space around the A -Lok to reduce the ground water from entering the manhole. There are four manholes along the Granger Creek sewer that appeared to show signs of mineral deposits around the A -Lok. Further details on this work will be presented in a separate report specific to the event. 6.3.5 Sanitary Sewer The City continues to conduct closed-circuit televising in the focus areas, currently working in Sewershed 10. The recorded footage will allow the City to view any cracks, leaky joints, illegal lateral connections, and damaged or broken pipes. The severity of the structural degradation of each pipe section is rated based on a severity scale following the NASSCO (National Association of Sewer Service Companies) rating schedule. The rating system is used to assist the city in prioritizing which pipe sections are in need of immediate improvement. This work combined with the flow monitoring data provides the City with direction on how and where to make valued capital improvements. 6-20 The City conducted CCTV inspection of the Granger Creek Interceptor sewer following the force majeure. Further details on this work will be presented in a separate report specific to the event. 6.4 CORRECTIVE ACTION PLAN Corrective Action Plans are scheduled for submittal as required by Paragraph 12 of the Consent Decree. The next Corrective Action Plan is due December 31, 2014 and will contain corrective measures for Sewershed 5. It is the City's intent to complete the necessary work identified in the approved Corrective Action Plans in a timely manner. If response to emergency events and unexpected issues arise which indicate delay in implementation, the City will modify the schedule as appropriate and provide the revised schedule to the EPA and DNR. Per the Consent Decree the City provides Corrective Action Plan Implementation Schedule in Section 7.0 of this report. 6-21 7.0 Corrective Action Plan Implementation Schedule 7.1 SEWERSHED 11 CORRECTIVE ACTION PLAN SCHEDULE The City continues to work with property owners to make corrections to their private properties. As these are corrections made to private properties and therefore reliant upon the availability of funds the property owner has to make the correction, the City's intent is to work with owners to achieve completion of the corrections without placing undue financial hardship on the private property owner. 7.1.1 Private Property Corrections Total number of private property inspection corrections reported in the Sewershed 11 Corrective Action Plan: 79, of which 48 were corrected at the time of the report in December 2011. As of this reporting period a total of 65 of the 79 are corrected. Item No. House Number Street Defect Corrective Action Corrected and Passed Re -inspection 1 1350 Nowata St Exterior drain to sanitary sewer Constructed enclosure around stairway Yes 2 1775 Alta PI Exterior drain to sanitary sewer Constructed enclosure around stairway Yes 3 2010 Alta Vista St Roof drain to sanitary sewer Disconnected from sanitary sewer Yes 4 875 W Locust St Sump pump discharges to sanitary sewer New sump pit installed to separate storm and sanitary Yes 5 2340 Green St Sump pump discharges to sanitary sewer New sump pit installed to separate storm and sanitary Yes 6 2360 Green St Sump pump discharges to sanitary sewer New sump pit installed to separate storm and sanitary Yes 7 1340 Auburn St Sump pit without pump Pump installed in sump pit and plumbed properly Yes 8 1365 Loras Blvd Sump pit without pump Pump installed in sump pit and plumbed properly Yes 9 1818 Asbury Rd Sump pit without pump Pump installed in sump pit and plumbed properly Yes 10 1511 Adair 5t Roof drain to sanitary sewer Roof drain disconnected from sanitary sewer Yes 11 1586 Wood St Roof drain to sanitary sewer Roof drain disconnected from sanitary sewer Yes 12 1870 St Ambrose St Roof drain to sanitary sewer Roof drain disconnected from sanitary sewer Yes 13 1340 Wood St Sump pump discharges to sanitary sewer Sump pit disconnected from sanitary sewer Yes 14 1451 Atlantic St Sump pump discharges to sanitary sewer Sump pit disconnected from sanitary sewer Yes 15 1670 N Grandview Ave Sump pump discharges to sanitary sewer Sump pit disconnected from sanitary sewer Yes 16 1845 Atlantic St Sump pump discharges to sanitary sewer Sum P pit disconnected from sanitary sewer Yes 17 1885 Wood St Sump pump discharges to sanitary sewer Sump pit disconnected from sanitary sewer Yes 7-22 18 2386 University Ave Sump pump discharges to sanitary sewer Sump pit disconnected from sanitary sewer Yes 19 770 An ella St Sump pump discharges through flexible hose Sump pump discharges through rigid pipe Yes 20 895 Kirkwood Ave Sump pump discharges through flexible hose Sump pump discharges through rigid pipe Yes 21 1050 Loras Blvd Sump pump discharges through flexible hose Sump pump discharges through rigid pipe Yes 22 1085 Wood St Sump pump discharges through flexible hose Sum p pump discharges through rigid pipe Yes 23 1111 Rosedale Ave Sump pump discharges through flexible hose Sum P pump discharges through rigid pipe Yes 24 1205 N Booth St Sump pump discharges through flexible hose Sumpdischargesthrough rigid pump p g g pipe Yes 25 1212 Wood St Sump pump discharges through flexible hose Sump pump discharges through rigid pipe Yes 26 1458 Mt Pleasant St Sump pump discharges through flexible hose Sum P pump discharges through rigid pipe Yes 27 1480 Glen Oak St Sump pump discharges through flexible hose Sum p pump discharges through rigid pipe Yes 28 1490 N Grandview Ave Sump pump discharges through flexible hose Sump pump discharges through rigid pipe Yes 29 1580 Ashton PI Sump pump discharges through flexible hose Sump pump discharges through rigid pipe Yes 30 1610 Ashton PI Sump pump discharges through flexible hose Sump pump discharges through rigid pipe Yes 31 1645 Atlantic St Sump pump discharges through flexible hose Sump pump discharges through rigid pipe Yes 32 1665 Asbury Rd Sump pump discharges through flexible hose Sump pump discharges through rigid pipe Yes 33 1693 Loras Blvd Sump pump discharges through flexible hose Sump pump discharges through rigid pipe Yes 34 1695 Asbury Rd Sump pump discharges through flexible hose Sump pump discharges through rigid pipe Yes 35 1715 Asbury Rd Sump pump discharges through flexible hose Sump pump discharges through rigid pipe Yes 36 1726 AsburyRd Sump pump discharges through flexible hose Sum p pump discharges through rigid pipe Yes 37 1730 Avoca St Sump pump discharges through flexible hose Sump pump discharges through rigid pipe Yes 38 1755 Wood St Sump pump discharges through flexible hose Sump pump discharges through rigid pipe Yes 39 1800 Lawndale St Sump pump discharges through flexible hose Sump pump discharges through rigid pipe Yes 40 1810 Adair St Sump pump discharges through flexible hose Sum p pump discharges through rigid pipe Yes 41 1845 AsburyRd Sump pump discharges through flexible hose Sum P pump discharges through rigid pipe Yes 42 1850 Asbury Rd Sump pump discharges through flexible hose Sump pump discharges through rigid pipe Yes 43 1855 Clarke Dr Sump pump discharges through flexible hose Sum p pump discharges through rigid pipe Yes 44 1860 St Ambrose St Sump pump discharges through flexible hose Sum P pump discharges through rigid pipe Yes 45 1921 N Grandview Ave Sump pump discharges through flexible hose Sump pump discharges through rigid pipe Yes 46 1985 N Grandview Ave Sump pump discharges through flexible hose Sump pump discharges through rigid pipe Yes 47 2175 Rosedale Ave Sump pump discharges through flexible hose Sum P pump discharges through rigid pipe Yes 48 2215 Green St Sump pump discharges through flexible hose Sum P pump discharges through rigid pipe Yes 49 1049 W Locust St Exterior drain to sanitary sewer Corrective action to be completed by property owner No 7-23 50 1065 Auburn St Exterior drain to sanitary sewer Corrective action to be completed by property owner No 51 1222 Wood St Sump pump discharges through flexible hose Corrective action to be completed by property owner Yes 52 1275 Mt Pleasant St Sump pump discharges to sanitary sewer Corrective action to be completed by property owner Yes 53 1325 Loras Blvd Sump pump discharges to sanitary sewer Corrective action to be completed by property owner Yes 54 1339 Alta Vista St Roof drain to sanitary sewer Corrective action to be completed by property owner Yes 55 1380 Auburn St Exterior drain to sanitary sewer Corrective action to be completed by property owner No 56 1392 Atlantic St Roof drain to sanitary sewer Corrective action to be completed by property owner Yes 57 1435 Mt Pleasant St Sump pump discharges through flexible hose Corrective action to be completed by property owner No 58 1475 University Ave Exterior drain to sanitary sewer Corrective action to be completed by property owner No 59 1485 University Ave Exterior drain to sanitary sewer Corrective action to be completed by property owner No 60 1491 Mt Pleasant St Sump pump discharges to sanitary sewer Corrective action to be completed by property owner No 61 1528 Mt Pleasant St Roof drain to sanitary sewer; sump pump Corrective action to be completed by property owner Yes 62 1540 N Algona St Exterior drain to sanitary sewer Corrective action to be completed by property owner No 63 1640 Lawndale St Sump pump discharges to sanitary sewer Corrective action to be completed by property owner Yes 64 1660 Ashton PI Sump pit without pump Corrective action to be completed by property owner No 65 1671 Avoca St Roof drain to sanitary sewer Corrective action to be completed by property owner Yes 66 1675 Loras Blvd Sump pump discharges through flexible hose Corrective action to be completed by property owner Yes 67 1715 Atlantic St Exterior drain to sanitary sewer Corrective action to be completed by property owner Yes 68 1795 Adair St Exterior drain to sanitary sewer Corrective action to be completed by property owner No 69 1795 Auburn St Roof drain to sanitary sewer Corrective action to be completed by property owner No 70 1815 Loras Blvd Sump pit without pump Corrective action to be completed by property owner Yes 71 1885 St Ambrose St Sump pump discharges through flexible hose Corrective action to be completed by property owner Yes 72 1911 St Ambrose St Sump pump discharges to sanitary sewer Corrective action to be completed by property owner Yes 73 1983 St Ambrose St Sump pump discharges to sanitary sewer Corrective action to be completed by property owner Yes 74 1985 Alta Vista St Roof drain to sanitary sewer Corrective action to be completed by property owner Yes 75 2025 Delaware St Sump pump discharges through flexible hose Corrective action to be completed by property owner No 76 2033 Clarke Dr Sump pit without pump Corrective action to be completed by property owner No 77 2215 University Ave Sump pump discharges through flexible hose Corrective action to be completed by property owner No 78 2275 Green St Sump pump discharges through flexible hose Corrective action to be completed by property owner Yes 79 2396 University Ave Sump pump discharges to sanitary sewer Corrective action to be completed by property owner Yes 7-24 7.1.2 Private Property Corrections Identified by Smoke Testin House Number Street Defect Corrective Action Completed 1744 N Grandview Ave Smoke from Water Access Televise lateral; notify property owner of any necessary repair No 1669 Adair St Smoke from Behind Curb Televise lateral; notify property owner of any necessary repair No 1450 Wood St Severed Sanitary Cleanout Property owner repair with water tight seal No 1951 Loras Blvd Smoke from ground near gas meter Televise lateral; notify property owner of any necessary repair No 1280 Glen Oak St Smoke from ground and water access Televise lateral; notify property owner of any necessary repair No 800 W Locust St Smoke from water valve at corner of stairs and sidewalk Televise lateral; notify property owner of any necessary repair No 1537 Irving St Smoke from buffer strip between sidewalk and back of curb Televise lateral; notify property owner of any necessary repair No 1890 Audubon St Smoke from retaining wall, steps and concrete in front of house Televise lateral; notify property owner of any necessary repair No 990 Booth St Smoke from water valve across street Televise lateral; notify property owner of any necessary repair No 1871 Glen Oak St Smoke from driveway Property owner to disconnect driveway drain No 1575 Irving St Smoke from rocks near driveway Televise lateral; notify property owner of any necessary repair No 1671 Avoca St Smoke from rear downspout Property owner disconnect downspout from sanitary sewer No 1660 Ashton PI Smoke from shut-off valve Televise lateral; notify property owner of any necessary repair No 1657 Ashton PI Smoke from sidwalk/valve Televise lateral; notify property owner of any necessary repair No 1905 Loras Blvd Smoke from rear door Televise lateral; notify property owner of any necessary repair No 1065 Auburn St Smoke from crack near driveway Property owner to disconnect driveway drain No 1339 Mt. Pleasant St Smoke from valve Property owner to install water tight cap No 730 Kirkwood St Smoke from ground behind curb Televise lateral; notify property owner of any necessary repair No 1985 Clarke Dr Smoke from hole in ground by down spout Property owner disconnect downspout from sanitary sewer No 1550 Clarke Dr Smoke from hole in ground Property owner to install water tight cap No 1570 Mt. Pleasant St Smoke from uneven curb Televise lateral; notify property owner of any necessary repair No 1556 Mt. Pleasant St Smoke from driveway drain Property owner to disconnect driveway drain No 1350 Nowata St Smoke from stairway drain Action complete; awning installed to prevent rain from entering drain Yes 1200 Glen Oak St Smoke by water shut-off Televise lateral; notify property owner of any necessary repair No 615 Angella St Smoke by water shut-off Lateral was televised by licensed plumber; no corrective action needed Yes 1065 Auburn St Smoke front yard from MH/cistern in Property owner repair No 1800 Clarke Dr (SHS softball field) Smoke from ground near MH Property owner repair No 7-25 7.1.3 Public Sanitary and Storm Sewer Corrections Identified by Smoke Testin GIS ID House Number Street Defect Corrective Action Tentative Completion Date Completion Date SAN P 05590 1302 Atlantic Street Smoke from Ground; longitudinal crack in pipe Improve or replace pipe November 2015 October 2013 SANS 05395 1537 Irving St Vented MH Cover Replace cover November 2015 SAN S 05385 NA Irving St & Decorah St Smoke at MH Diamond Improve or replace manhole November 2015 October 2013 SANSNA 05381 Loras Blvd & Nowata St Vented MH Cover Replace cover November 2015 SAN 5 06848 1419 Loras Blvd Smoke from ground around MH, Vented Cover Improve or replace manhole November 2015 SAN S 05574 1871 Gien Oak St Smoke from ground around MH Improve or replace manhole November 2015 SAN S 05580 NA Woods N of Lawndale St Smoke from ground around MH Improve or replace manhole November 2015 SAN 5 05348 NA St. Ambrose St & Rosedale Ave Smoke around MH Improve or replace manhole November 2015 SAN 5 05409 NA Custer St & Atlantic St Smoke around MH Improve or replace manhole November 2015 SAN 5 05394 1324 N Grandview Ave Smoke from MH, driveway and curb Improve or replace manhole November 2015 SANS 05657 NA Martha St and Nevada St Smoke around MH and catch basin at SE Corner of Intersection Improve or replace pipe to northeast (SAN P 05553) November 2015 SAN 5 06789 1881 Glen Oak St Manhole in low spot in front yard Improve or replace manhole November 2015 SANS 05578 1871 Glen Oak St Smoke from Ground near MH Improve or replace manhole November 2015 SANS 05436 NA W Locust St & Clarke Dr Smoke from crack in pavement Improve or replace pipe (Grade 4 pipe, SAN P 06063) November 2015 SANS 04703 1234 Rosedale Ave Smoke from MH In yard Improve or replace manhole November 2015 SAN 5 05320 or 05395 2155 University Vented MH Cover Replace cover November 2015 SAN P 05622 1340 Auburn St Multiple fractures, hole, lateral intruding Improve or replace pipe June 2015 SAN P 05621 1880 Custer St Multiple fractures, hole in pipe Improve or replace pipe June 2015 SAN P 05619 1790 Custer St Multiple fractures, joint separated, circumferential crack Improve or replace i e p p June 2015 SAN P 05615 1784 Custer St Multiple fractures Improve or replace pipe June 2015 SAN P 05620 NA Custer St Multiple fractures, longitudinal crack, joint offset Improve or replace pipe June 2015 GIS No. House No. Street Defect Corrective Action Tentative Completion Date Completion Date STO S 04272 1855 Wood St Smoke from catch basin Flood & dye storm sewer; televise sanitary; improve as needed October 2013 October 2013 STO S 04376 995 Nevada SC Smoke from catch basin Protruding lateral tap; property owner to repair November 2015 STO 5 04340 1871 Glen Oak St Smoke from catch basin Possibly lateral from 1825 Glen Oak; property owner to repair October 2013 October 2013 7-26 STO 5 04231 1795 Adair St Smoke from catch basin Flood & dye storm sewer; televise sanitary; improve as needed October 2013 October 2013 STO S 04310 NA Delaware St & Grandview Ave Smoke from catch basin Flood & dye storm sewer; televise sanitary; improve as needed October 2013 October 2013 7.1.4 Brick Manhole Corrections GIS ID House Number Street Defect Corrective Action Tentative Completion Completion Date SAN 5 04710 1893 Wood St Brick manhole Improve or replace manhole November 205 SAN 5 05394 1321 N Grandview Ave Brick manhole Improve or replace manhole October 2013 SAN S 05580 1800 Lawndale St Brick manhole Improve or replace manhole November 2015 SAN 5 05751 1939 Wood St Brick manhole Improve or replace manhole July 2011 SAN 5 05610 1675 Glen Oak St Brick manhole Improve or replace manhole July 2012 SAN 5 05385 NA Decorah St & Irving St Brick manhole Improve or replace manhole July 2012 SAN S 05344 1911 N Grandview Ave Brick manhole Improve or replace manhole July 2012 SAN 595891 1700 Glen Oak St Brick manhole Improve or replace manhole July 2012 07013 SAN S 05331 NA Atlantic St & Delaware St Brick manhole Improve or replace manhole July 2012 SAN S 05585 1800 Glen Oak St Brick manhole Improve or replace manhole November 2015 SAN 5 05391 1445 Auburn St Brick manhole Improve or replace manhole July 2012 SAN 5 05383 NA Fillmore St & Auburn St Brick manhole Improve or replace manhole July 2012 SAN 5 05341 1845 Avoca St Brick manhole Improve or replace manhole November 2015 SAN S 05626 1045 Vernon St Brick manhole Improve or replace manhole November 2015 SAN 5 05653 1210 Loras Blvd Brick manhole Improve or replace manhole November 2015 SAN S 05367 NA Decorah St & Auburn St Brick manhole Improve or replace manhole July 2012 SAN 5 05357 NA Delaware St & Auburn St Brick manhole Improve or replace manhole July 2012 SAN S 05392 NA Loras Blvd & Atlantic St Brick manhole Improve or replace manhole November 2015 SAN 5 05612 1686 Lawndale St Brick manhole Improve or replace manhole July 2012 SAN S 05379 1633 Avoca St Brick manhole Improve or replace manhole November 2015 SAN 5 05730 950 Wood St Brick manhole Improve or replace manhole November 2015 SAN 5 05628 1450 Alta Vista St Brick manhole Improve or replace manhole November 2015 SAN 5 05598 1760 Lawndale St Brick manhole Improve or replace manhole July 2012 SAN S 05624 1608 Lawndale St Brick manhole Improve or replace manhole November 2015 SAN S 07329 NA Alley behind 1789 Univ Ave Brick manhole Improve or replace manhole November 2015 SAN S 05605 1040 Edina St Brick manhole Improve or replace manhole November 2015 SAN 5 05615 1098 Edina St Brick manhole Improve or replace manhole July 2012 SAN 5 04720 NA N Grandview Ave Brick manhole Improve or replace manhole July 2012 SAN 5 05574 1871 Glen Oak St Brick manhole Improve or replace manhole November 2015 SAN 5 05654 1430 Glen Oak St Brick manhole Improve or replace manhole July 2012 SAN S 06789 1881 Glen Oak St Brick manhole Improve or replace manhole July 2012 Eliminated SAN 5 05405 1302 Atlantic St Brick manhole Improve or replace manhole November 2015 SAN 5 05345 1945 N Grandview St Brick manhole Improve or replace manhole July 2012 SAN 5 05384 1460 Atlantic St Brick manhole Improve or replace manhole July 2012 7-27 SAN S 05368 NA Delaware St & Ashton PI Brick manhole Improve or replace manhole July 2009 SAN S 01947 1795 Asbury Rd Brick manhole Improve or replace manhole November 2015 SAN S 07012 NA N Booth St & Martha St Brick manhole Improve or replace manhole November 2015 SAN 5 06848 1419 Loras Blvd Brick manhole Improve or replace manhole November 2015 S 05458 NA Dr & N Grandview ClarSAN Ave Brick manhole Improve or replace manhole July JulY 2012 SAN S 05625 1576 Glen Oak St Brick manhole Improve or replace manhole November 2015 SAN 5 05752 1086 Wood St Brick manhole Improve or replace manhole November 2015 SAN 5 04703 1234 Rosedale Ave (on Glen Oak St) Brick manholeImprove or replace manhole November 2015 SAN S 01939 1881 Asbury Rd Brick manhole Improve or replace manhole July 2012 SAN S 05579 NA Glen Oak St Brick manhole Improve or replace manhole July 2012 SAN 5 05647 NA Mt Pleasant St & Loras Blvd Brick manhole Improve or replace manhole November 2015 SAN S 05731 935 Nevada St Brick manhole Improve or replace manhole July 2012 SAN 5 05648 1050 Loras Blvd Brick manhole Improve or replace manhole November 2015 SANS 05833 1550 University Ave (behind building) Brick manhole Improve or replace manhole November 2015 SAN S 05404 NA Abandoned alley behind 1875 Custer St Brick manhole Improve or replace manhole November 2015 SAN 5 05622 1695 Mt Pleasant St Brick manhole Improve or replace manhole November 2015 SAN 5 05378 1555 N Algona St Brick manhole Improve or replace manhole July 2012 SAN 5 04715 1875 Audobon St Brick manhole Improve or replace manhole July 2012 SAN 5 05356 1709 N Algona St Brick manhole Improve or replace manhole July 2012 SAN S 06803 1585 Wood St Brick manhole Improve or replace manhole SAN 5 05387 NA Fillmore St & Algona St Brick manhole Improve or replace manhole July 2012 SAN S 05355 NA Dexter St (alley E of Algona St) Brick manhole Improve or replace manhole July 2012 SAN S 04721 NA N Grandview Ave & Auburn St Brick manhole Improve or replace manhole July 2012 SAN S 05393 1421 N Algona St Brick manhole Improve or replace manhole July 2012 SAN 5 05397 NA Stley behind 1334 Atlantic Brick manhole Improve or replace manhole July 2013 SAN 5 06939 1755 Wood St Brick manhole Improve or replace manhole July 2012 Eliminated SAN S 05366 1650 N Algona St Brick manhole Improve or replace manhole July 2012 SAN 5 05350 2135 Green St Brick manhole Improve or replace manhole July 2012 SAN S 05637 1195 Vernon St Brick manhole Improve or replace manhole July 2009 SAN 5 05327 2020 Green St Brick manhole Improve or replace manhole July 2012 SAN 5 05541 615 Angella St Brick manhole Improve or replace manhole November 2015 SAN S 05544 1819 Pierce St Brick manhole Improve or replace manhole July 2012 SAN 5 05536 595 Angella St Brick manhole Improve or replace manhole November 2015 SAN S 05464 1893 Wood St Brick manhole Improve or replace manhole November 2015 SAN 5 05549 NA Angella St & Pierce St Brick manhole Improve or replace manhole November 2015 SAN S 05539 1903 Pierce St Brick manhole Improve or replace manhole July 2012 Eliminated SANS 05560 NA Loras property near Kirkwood & Blake Sts Brick manhole Improve or replace manhole November 2015 SAN 5 05640 NA Vernon St & Glen Oak St Brick manhole Improve or replace manhole July 2012 SAN 5 05559 NA Cox St & Angella St Brick manhole Improve or replace manhole November 2015 SAN S 05540 601 Angella St Brick manhole Improve or replace manhole November 7-28 7-29 2015 SAN S 05642 1265 Vernon St Brick manhole Improve or replace manhole November 2015 SAN 5 05411 1790 Custer St Brick manhole Improve or replace manhole November 2015 SAN 5 05562 1037 Kirkwood St Brick manhole Improve or replace manhole July 2012 SAN S 05553 NA Kirkwood St Brick manhole Improve or replace manhole November 2015 SAN S 05402 1375 Auburn St Brick manhole Improve or replace manhole November 2015 SAN 5 05415 NA Auburn St (alley between Custer & Univ) Brick manhole Improve or replace manhole November 2015 SAN S 05724 1081 N Booth St Brick manhole Improve or replace manhole November 2015 SAN S 05364 NA Decorah St & Atlantic St Brick manhole Improve or replace manhole July 2012 SAN 5 05413 NA Atlantic St (alley between Custer & Univ) Brick manhole Improve or replace manhole November 2015 SAN 5 05359 1645 Atlantic St Brick manhole Improve or replace manhole July 2012 SAN 5 05543 890 Kirkwood St Brick manhole Improve or replace manhole July 2012 SAN S 05652 1380 N Booth St Brick manhole Improve or replace manhole July 2012 SAN S 05725 935 N Booth St Brick manhole Improve or replace manhole July 2012 SAN S 05721 1319 Mt Pleasant St Brick manhole Improve or replace manhole November 2015 SAN S 05722 1145 Mt Pleasant St Brick manhole Improve or replace manhole November 2015 SAN 5 01941 1850 N Grandview Ave Brick manhole Improve or replace manhole November 2015 SAN 5 05646 1435 Mt Pleasant St Brick manhole Improve or replace manhole November 2015 SAN 5 05723 940 Mt Pleasant St Brick manhole Improve or replace manhole November 2015 SAN 5 06961 1445 Wood St Brick manhole Improve or replace manhole November 2015 SAN 5 05335 1775 Wood St Brick manhole Improve or replace manhole July 2012 SAN S 01782 1715 Asbury Rd Brick manhole Improve or replace manhole November 2015 SAN 5 05319 1655 Asbury Rd Brick manhole Improve or replace manhole November 2015 SAN 5 05636 1555 Mt Pleasant St Brick manhole Improve or replace manhole July 2012 SAN 5 05343 1937 St Ambrose St Brick manhole Improve or replace manhole November 2015 SAN 5 05336 1905 Asbury Rd Brick manhole Improve or replace manhole November 2015 SAN 5 07363 1925 Pierce St Brick manhole Improve or replace manhole November 2015 SAN 5 05320 1535 Irving St Brick manhole Improve or replace manhole July 2012 SAN 5 05395 1537 Irving St Brick manhole Improve or replace manhole July 2012 SAN S 05534 1978 Cox St Brick manhole Improve or replace manhole July 2012 SAN 5 07013 1715 Glen Oak St Brick manhole Improve or replace manhole July 2012 SAN 5 05732 995 Nevada St Brick manhole Improve or replace manhole July 2012 SAN S 05412 1060 Auburn St (at Custer St) Brick manhole Improve or replace manhole October 2013 SAN S 05589 1790 Glen Oak St Brick manhole Improve or replace manhole November 2015 SAN S 07328 1760 Custer St Brick manhole Improve or replace manhole November 2015 SAN 5 05362 1735 Avoca St Brick manhole Improve or replace manhole November 2015 SAN S 05634 1100 Vernon St Brick manhole Improve or replace manhole November 2015 SAN S 05340 NA Atlantic St & Dexter St Brick manhole Improve or replace manhole July 2012 SAN 5 05334 1795 Adair St Brick manhole Improve or replace manhole November 2015 7-29 SAN S 05326 1669 Adair St Brick manhole Improve or replace manhole November 2015 SAN P 04919 SAN S 05372 1475 Adair St Brick manhole Improve or replace manhole November 2015 N Booth St SAN 5 05588 1799 Lawndale St Brick manhole Improve or replace manhole W Locust St July 2012 SAN S 05421 1420 Loras Blvd Brick manhole Improve or replace manhole November 2015 Install pipe liner or replace a portion of the pipe SAN S 04711 1865 Adair St Brick manhole Improve or replace manhole November 2015 October 2013 SAN 5 05349 1910 Asbury Rd Brick manhole Improve or replace manhole November 2015 October 2013 SAN 5 05330 NA Algona St & Dexter St Brick manhole Improve or replace manhole October 2013 July 2012 SAN S 05374 NA Decorah St & N Algona St Brick manhole Improve or replace manhole SAN P 05546 July 2012 SAN 5 05380 1425 Adair St Brick manhole Improve or replace manhole November 2015 Longitudinal crack @45.9; sag in pipe @47.7; last 25' of pipe not televised 7.1.5 Grade 4 Sewer Pipe Corrections GIS ID Street Defect Corrective Action Tentative Completion Completion Date SAN P 04919 W Locust St Sag @ 191.3; long. crack @285.2; sag @295.6, 314.4; sag offset @343.4; J @436.2 Install pipe liner or replace a portion of the pipe October 2013 October 2013 SAN P 05558 N Booth St Sag @15.5; circumferential crack @27.5; sag @39.8, 59.6, 82.0, 118.8 Install pipe liner or replace a portion of the pipe November 2013 November 2013 SAN P 05097 W Locust St Sag and joint offset in pipe @ 133.0 Install pipe liner or replace a portion of the pipe November 2013 November 2013 SAN P 05101 W Locust St Sag in pipe @ 28.9; 69.3(questionable); hole @173.8lu ed, ok? (p gg ) Install pipe liner or replace a portion of the pipe November 2013 November 2013 SAN P 05112 Glen Oak St Circumferential crack @22.0, 37.0 (not id'd on TV); sag @45.9, 125.3 Install pipe liner or replace a portion of the pipe October 2013 October 2013 SAN P 05513 Glen Oak St Circumferential crack @32.8; sag @59.5; broken pipe @66.2-70.0; long. crack @124.6 g Install pipe liner or replace a portion of the pipe October 2013 October 2013 SAN P 05319 Adair St Joint offset @13.4 (not id'd on TV); Heavy shale (15.5-23.9) Install pipe liner or replace a portion of the pipe October 2013 October 2013 SAN P 05486 Kirkwood St Joints leaking with dye 220-223', 232.4'; joint offset @310.2 Install pipe liner or replace a portion of the pipe NA Lined in 2009 2009 SAN P 05546 Glen Oak St Circumferential crack @30.7; chuck out of top ofp'p i e @105.3 Install pipe liner or replace a portion of the pipe October 2013 October 2013 SAN P 05587 Alley behind 1324 Atlantic St Longitudinal crack @45.9; sag in pipe @47.7; last 25' of pipe not televised Install pipe liner or replace a portion of the pipe November 2013 November 2013 SAN P 05589 N Grandview Ave Circumferential crack @13,2; sag @10.0-114,6; 157.9 Install pipe liner or replace a portion of the pipe November 2013 November 2013 SAN P 05600 Wood St Hole @43.1; joint gusher @160.3 (not id'd on TV); sag @161.3 Install pipe liner or replace a portion of the pipe October 2013 October 2013 SAN P 06113 Decorah St Broken pipe @4.0'; leaking joint @71.8 Install pipe liner or replace a portion of the pipe November 2015 SAN P 06117 Delaware St Sag in pipe @151.3; holes in pipe @155.5 (3 to 5 and 7 to 9) Install pipe liner or replace a portion of the pipe October 2013 October 2013 SAN P 06120 Dexter St Tap/break-in @9.8 (hole near tap); sag in pipe @29.1-62.0, 102.5 (not on TV report) p ) Install pipe liner or replace a portion of the pipe October 2013 October 2013 SAN P 06142 Clarke Dr Sag in pipe @36.4, 178.4, 211.9; leaking joint @234.1 Install pipe liner or replace a portion of the pipe October 2013 October 2013 SAN P 06127 N Algona St Circumferential crack @65.2; shale buildup 70-88', 90-110'; sag @140-150 Install pipe liner or replace a portion of the pipe October 2013 October 2013 7-30 7.1.6 Grade 5 Sewer Pine Corrections GIS ID Street Defect Corrective Action Tentative Completion Compieti on Date SAN P 05571 Wood St Broken pipe @23.1; cracked pipe @40.2; broken pipe @58.5; broken pipe @62.2 (into brick MH) Install pipe liner or replace a portion of the pipe p p November 2015 Yes SAN P 05516 Glen Oak St Broken pipe @ 75.0 (replace 16') Install pipe liner or replace a portion of the pipe October 2013 October 2013 SAN P 05496 Alta Vista St Joints gushing @136.8, 139.5, 142.2, 143.1, 144.3,145.9,148.1 Install pipe liner or replace a portion of the pipe October 2013 October 2013 SAN P 05525 Glen Oak St Pipe located under 4 buildings; pipe broken @ 76.1 (north edge of house at 1191 Edina) Install pipe liner or replace a portion of the pipe p p October 2013 October 2013 SAN P 05532 Lawndale St Hole in pipe @57.7; hole in pipe @ 60.5 Install pipe liner or replace a portion of the pipe October 2013 October 2013 SAN P 05572 Wood St Broken pipe @23.5 Install pipe liner or replace a portion of the pipe November 2015 SAN P 06071 W Locust St Broken pipe @147.7 Install pipe liner or replace a portion of the pipe November 2013 Novembe r 2013 SAN P 06130 Delaware St Hole in pipe @84.4 Install pipe liner or replace a portion of the pipe October 2013 October 2013 SAN P 06136 Atlantic St Hole in pipe @17.9; hole in pipe @ 41.0 Install pipe liner or replace a portion of the pipe October 2013 October 2013 SAN P 06174 Auburn St Hole in pipe @63.8; shale & debris @ 107.6,135.4,146.8,165.8,185.1; shale obstruction @188.0 Install pipe liner or replace a portion of the pipe October 2013 October 2013 SAN P 06183 Avon St Broken pipe @8.0 Install pipe liner or replace a portion of the pipe October 2013 October 2013 7.2 SEWERSHED 12 CORRECTIVE ACTION PLAN SCHEDULE The City continues to work with property owners to make corrections to their private properties. As these are corrections made to private properties and therefore reliant upon the availability of funds the property owner has to make the correction, the City's intent is to work with owners to achieve completion of the corrections without placing undue financial hardship on the private property owner. Private Property Inspections Corrections Total number of private property inspection corrections reported in the Sewershed 12 Corrective Action Plan: 73, of which 27 were corrected at the time of the report in December 2012. As of this reporting period a total of 51 of the 73 are corrected. Line No. House No Street Name Defect Corrective Action Corrected and Passed Re -inspection 1 230 ALPINE Roof Drain discharge not located Dye Test Downspout confirm discharge Yes 2 626 ALPINE ST Undetermined from Inspection Re -inspected - ok Yes 3 555 ALPINE ST Stairwell drain connected to Sanitary Cover stairwell Yes 4 620 ALTA VISTA ST Flexible Hose used to discharge Sump Replace flex hose w/ rigid pipe No 7-31 5 1260 ALTA VISTA Sump pump to sanitary, Roof Drain to sanitary. Disconnect & discharge to land No 6 603 ARLINGTON ST Yard drain discharges to Sanitary Disconnect, landscape Yes 7 1370 BELMONT ST Roof Drain to Sanitary Disconnect drain discharge overland Yes 8 1395 BELMONT ST Roof Drain to Sanitary Disconnect drain discharge overland Yes 9 702 CALEDONIA PL Stairwell drains to basement floor drain right inside door Cover stairwell Yes 10 1118 CENTER PLACE Roof Drain discharge unknown Dye Test Downspout confirm discharge Yes 11 565 FENELON PL Downspout discharges to Sanitary Disconnect & discharge to land Yes 12 990 GROVE TERRACE Roof Drain discharge unknown Dye Test Downspout confirm discharge Yes 13 493 HAYDENS LN Open clay downspout Cap downspout Yes 14 309 HILLST Flexible Hose used to discharge Sump Replace flex hose w/ rigid pipe No 15 257 HILL ST Roof Drain discharge unknown Dye Test Downspout confirm discharge Yes 16 636 JEFFERSON ST Sump Pump discharges to Sanitary Disconnect & discharge to land No 17 1090 LANGWORTHY ST Roof Drain to Sanitary Disconnect, cap & discharge to land Yes 18 1175 LANGWORTHY ST Yard drain discharges to Sanitary Disconnect & landscape Yes 19 157 LOCUST ST Roof Drain discharge unknown Disconnect, cap & discharge to land No 20 259 LOCUST ST Driveway run off discharges to sanitary Discuss options with property owner No 21 401 LOCUST ST Sump Pump discharges to Sanitary Disconnect & discharge to land Yes 22 1105 LOCUST ST Roof drain and stairwell drain discharge unknown Dye Test confirm discharge Yes 23 1088 MELROSE TERRACE Entry denied Re -inspect Yes 24 1090 MELROSE TER Flexible Hose used to discharge Sump Replace flex hose w/ rigid pipe No 25 1575 MONTROSE TER Roof Drain to Sanitary Disconnect, cap & discharge to land Yes 26 1505 MONTROSE TER Flexible Hose used to discharge Sump Replace flex hose w/ rigid pipe No 27 1493 MONTROSE TERRACE Outside floor drain discharges to sanitary Disconnect or cover No 28 555 NEVADA Window well drains, stairwell drains discharge to sanitary Disconnect/plug and cover stairwell No 29 983 OXFORD ST Sump Pump discharges to Sanitary Disconnect & discharge to land No 7-32 30 969 OXFORD ST Roof Drain discharge unknown Dye Test and Disconnect Yes 31 529 PICKETT ST Roof Drain to Sanitary Disconnect, cap & discharge to land Yes 32 1182 RACE ST Flexible Hose used to discharge Sump Replace flex hose w/ rigid pipe Yes 33 1152 RACE ST Downspout discharges to Sanitary Disconnect, cap & discharge to land Yes 34 921 ROSE ST Flexible Hose used to discharge Sump Replace flex hose w/ rigid pipe Yes 35 764 ROSE ST Sump Pump discharges to Sanitary Disconnect & discharge to land Yes 36 1256 UNIVERSITY AVE Flexible Hose used to discharge Sump Replace flex hose w/ rigid pipe Yes 37 1120 UNIVERSITY AVE Sump Pump discharges to Sanitary Disconnect & discharge to land No 38 1052 UNIVERSITY AVE Two sump pumps discharge to sanitary Disconnect & discharge to land Yes 39 728 UNIVERSITY AVE Flexible Hose used to discharge Sump Replace flex hose w/ rigid pipe Yes 40 1089 UNIVERSITY AVE Window leak to sump pit, sump to sanitary Seal leak Yes 41 696 UNIVERSITY AVE Flexible Hose used to discharge Sump Replace flex hose w/ rigid pipe No 42 782 UNIVERSITY AVE Roof Drain to Sanitary Disconnect, cap & discharge to land Yes 43 1224 UNIVERSITY AVE Roof drain and stairwell drain discharge unknown Dye test & disconnect/cap Yes 44 1087 W 3RD ST Stairwell drains to sump pit Cover stairwell No 45 1095 W 3RD ST Yard drains are driveway drains and property has 2 of them Disconnect & landscape Yes 46 1084 W 3RD ST Stairwell to sanitary Cover stairwell No 47 453 W 4TH ST Roof Drain to Sanitary Disconnect, cap & discharge to land Yes 48 639 W 5TH ST Flexible Hose used to discharge Sump Replace flex hose w/ rigid pipe Yes 49 852 W 5TH ST Roof Drain to Sanitary Disconnect, cap & discharge to land Yes 50 866 W 5TH ST Sump Pump discharges to Sanitary Disconnect & discharge to land Yes 51 971 W 5TH ST Sump Pump discharges to Sanitary Disconnect & discharge to land Yes 52 997 W 5TH ST Flexible Hose used to discharge Sump Replace flex hose w/ rigid pipe Yes 53 1023 W 5TH ST Sump pump discharges to Floor Drain Disconnect & discharge to land Yes 54 1030 W 5TH ST Roof Drain to Sanitary Disconnect, cap & discharge to land Yes 7-33 55 1003 WEST 5TH ST Roof Drain discharge unknown Dye test Yes 56 350 W 6TH ST Window drain discharges to sanitary Cover window well No 57 664 W 7TH ST Pit No Pump Install rigid pipe and pump Yes 58 461 W 8TH ST Yard drain discharges to Sanitary Disconnect & landscape Yes 59 686 W 8TH ST Pit No Pump Install rigid pipe and pump No 60 1051 WALNUT ST Roof Drain to Sanitary Disconnect, cap & discharge to land No 61 1090 WEST 3RD ST Roof Drain to Sanitary Disconnect, cap & discharge to land Yes 62 555 WEST 11TH ST Yard Drain discharge unknown Disconnect & landscape Yes 63 827 WEST 11TH ST Stairwell Drain Unknown Dye test Yes 64 490 WILBUR Roof drain and stairwell drain discharge unknown Dye test No 65 695 WILSON Roof Drain discharge unknown Disconnect, cap & discharge to land No 66 716 WILSON Roof Drain discharge unknown Dye test Yes 67 757 WILSON ST Sump Pump discharges to Sanitary Disconnect & discharge to land Yes 68 815 WILSON Roof Drain discharge unknown Dye test No 69 845 WILSON ST Sump Pump discharges to Sanitary Disconnect & discharge to land No 70 852 WILSON ST Flexible Hose used to discharge Sump Replace flex hose w/ rigid pipe Yes 71 1040 WILSON Roof Drain discharge unknown Dye test Yes 72 390 WINONA Occupant failed to show for inspection. Inspection - ok Yes 73 883 YALE CT Roof Drain discharge unknown Dye test - ok Yes 7.2.1 Sanitary Sewer Smoke Testing: Private Property Defects Corrections - Laterals Line No. Location Ownership Observation Corrective Action Completed 1 825 Air Hill St Private Smoke from sidewalk joints below downspout Televise service lateral during dye test. Repair/replace lateral as needed. 2 548 W 7th St Private Smoke from holes (5) in backyard Televise service lateral during dye test. Repair/replace lateral as needed. 3 638 W 8th St Private Smoke from front retaining wall Televise service lateral during dye test. Repair/replace lateral as needed. 4 1025 Melrose Terr. Private Smoke from water shutoff by telephone pedestal Televise service lateral during dye test. Repair/replace lateral as needed. 5 631 Chestnut St Private Smoke from ground Televise service lateral during dye test. Repair/replace lateral as needed. 7-34 6 1125 Highland Place Private Smoke from ground Televise service lateral during dye test. Repair/replace lateral as needed. Completed 7 500 W 7th St Private Smoke from ground Televise service lateral during dye test. Repair/replace lateral as needed. 8 1296 Langworthy St Private Smoke from ground near roof drain Televise service lateral during dye test. Repalr/replace lateral as needed. 9 1142 University Ave Private Smoke from ground Televise service lateral during dye test. Repair/replace lateral as needed. 10 1142 University Ave Private Smoke from curb Televise service lateral during dye test. Repair/replace lateral as needed. 11 1120 University Ave Private Smoke from ground Televise service lateral during dye test. Repair/replace lateral as needed. 12 567 Arlington Street Private Smoke from retaining wall Televise service lateral during dye test. Repair/replace lateral as needed. 13 1155 Grove Terrace Private Smoke from ground and retaining wall Televise service lateral during dye test. Repair/replace lateral as needed. 14 1105 Highland Place Private Smoke from ground Televise service lateral during dye test. Repair/replace lateral as needed. 15 1075 Walnut St Private Smoke from ground Televise service lateral during dye test. Repair/replace lateral as needed. 16 704 Caledonia Place Private Smoke from sidewalk joints Televise service lateral during dye test. Repair/replace lateral as needed. 17 514 Cooper Place Private Smoke from ground Televise service lateral during dye test. Repair/replace lateral as needed. 18 555 W 5th St Private Smoke from ground Televise service lateral during dye test. Repair/replace lateral as needed. 19 554 W 5th St Private Smoke from ground Televise service lateral during dye test. Repair/replace lateral as needed. 20 495 W 5th St Private Smoke from ground Televise service lateral during dye test. Repair/replace lateral as needed. 21 775 Hill St Private Smoke from ground around water valve Televise service lateral during dye test. Repair/replace lateral as needed. 22 1090 W 3rd St Private Smoke by gutter downspout and pipe coming out of ground Televise service lateral during dye test. Repair/replace lateral as needed. 7.2.2 Sanitary Sewer Smoke Testing: Private Property Defects Corrections - Various Line No. Location Ownership Observation Corrective Action Completed 1 Loras College Private Smoke from storm intake Dye test storm sewer system, CCTV sanitary sewer. Repair storm/sanitary sewer 2 997 & 983 Oxford St Private Smoke from sump discharge at curb Determine sump pump discharge. This property was corrected. 3 795 Alpine St Private Smoke from clean out Notify property owner to install clean out cap 4 1091 Center PI Private Smoke from below building addition Further investigate with property owner to explain possible cause 5 1099 Center PI Private Smoke from stairwell drain Notify property owner to disconnect stairwell drain from sanitary sewer or enclose stairwell 6 461 W 8th St Private Smoke from around telephone manhole Notify Utility to further investigate and explain observation 7 150' East of 461 W 8th St Private Smoke from around telephone manhole Notify Utility to further investigate and explain observation 8 453 W 4th St Private Smoke from pipe on the east side of building Notify property owner to cap outside standpipe. This property was corrected. 7-35 7.2.3 Sanitary Sewer Smoke Testing: Public Property Corrections Line No. Location Ownership Observation Corrective Action Tentative Completion Date Completion Date 1 Bluff & 1st St Public Smoke from concrete island Dye test area, CCTV main line for inflow May 2015 2 Loras College Public/ Private` Smoke from retaining wall Dye test area, CCTV main line for inflow May 2015 3 MH 5576 - Montrose & Pickett Public Smoke from retaining wall near manhole Dye test area, CCN main line for inflow May 2015 4 515 Cooper PI Public/ Private* Smoke from base of retaining wall Dye test area, CCTV main line for inflow May 2015 5 515 Cooper PI Public/ Private* Smoke from base of power pole Dye test area, CCTV main line for inflow May 2015 6 Alley between Center PI & Alta Vista St. on Univ. Ave Public/ Private* Smoke from base of retaining wall Dye test area, CCTV main line for inflow May 2015 7 Alley between 18th St & 15th St on Cornell Public/ Private* Smoke from valve & sidewalk cracks Dye test area, CCN main line for inflow May 2015 8 MH 5619 - Loras & Cox St Public Smoke from retaining wall Dye test area, CCTV main line for inflow May 2015 7.2.4 Sanitary Sewer Smoke TestinE: Storm Catch Basins Line No. Location/Address Ownership Observation Corrective Action Tentative Completion Date Completion Date 1 461 W 8th St Public Smoke from 8th Street catch basin : Premier Linen building Dye test catch basin CCTV Sanitary Sewer - Repair lateral or section of sewer May 2015 2 12th & Bluff St Public Smoke from catch basin Dye test catch basin CCTV Sanitary Sewer - Repair lateral or section of sewer May 2015 3 Hill St & Caledonia PI Public Smoke from catch basin Dye test catch basin CCTV Sanitary Sewer - Repair lateral or section of sewer May 2015 4 W 8th St & Hill St Public Smoke from catch basin Dye test catch basin CCTV Sanitary Sewer - Repair lateral or section of sewer May 2015 5 461 W 8th St Public Smoke from catch basin Dye test catch basin CCTV Sanitary Sewer - Repair lateral or section of sewer May 2015 6 llth Street & Bluff Street Public Smoke from catch basin in NW corner of intersection Dye test catch basin CCTV Sanitary Sewer - Repair lateral or section of sewer May 2015 7 Hill St & Birch St Public Smoke from catch basin in SE corner of intersection Dye test catch basin CCTV Sanitary Sewer - Repair lateral or section of sewer May 2015 8 Hill St & Birch St Public Smoke from catch basin in SW corner of intersection Dye test catch basin CCTV Sanitary Sewer - Repair lateral or section of sewer May 2015 9 Hill St & W 5th St Public Smoke from catch basin on south side of intersection Dye test catch basin CCTV Sanitary Sewer - Repair lateral or section of sewer May 2015 10 Hill St & W 8th St Public Smoke from catch basin Dye test catch basin CCN Sanitary Sewer - Repair lateral or section of sewer May 2015 7-36 7.2.5 Manhole Corrections Line No. Location Address Ownership Observation Corrective Action Tentative Completion Completion Date 1 MH 6767 Cox @ Loras Public Smoke from manhole and sidewalk in front of Loras Physical Plant Reconstruct manhole chimney November 2013 November 2013 2 MH 5684 12th & Grove Public Smoke from around manhole Reconstruct manhole chimney April 2015 567 Arlington, Rear 3 MH 7055 5th & Raymond Public Smoke from around manhole Reconstruct manhole chimney April 2015 Closed Pick 4 MH 6758 5th & Roberts Public Smoke from ground near manhole Reconstruct manhole chimney April 2015 Brick 5 MH 5572 Pickett & Montrose Public Smoke from pavement joints around manhole Reconstruct manhole chimney April 2015 October 2013 6 MH 5606 Walnut & Loras Public Smoke from joints around manhole Reconstruct manhole chimney April 2015 7 MH 5632 Cummins St Public Smoke from joints around manhole Reconstruct manhole chimney April 2015 9 8 MH 7008 16th & Montrose Public Smoke around manhole in backyard Reconstruct manhole chimney April 2015 SAN S 04325 9 MH 5619 Cox @ Loras Public Smoke around manhole and sidewalk Reconstruct manhole chimney April 2015 Alley E of Bluff, 5 of W 4th St 10 MH 5594 Alley at Dell Public Smoke from joints around manhole and adjacent steps Reconstruct manhole chimney April 2015 OpenNoBolt 7.2.6 Brick Manhole Corrections Line No. Manhole ID Location Lid/Cover Type Manhole Type Tentative Completion Completion Date 1 SAN 5 07008 1545 Fairview Place Closed Pick Brick November 2015 2 SAN S 05619 776 Loras Blvd Closed Pick Brick November 2015 3 SAN S 05594 567 Arlington, Rear Closed Pick Brick October 2013 October 2013 4 SAN S 04302 Maiden Lane Closed Pick Brick October 2013 MH Eliminated 5 SAN S 04232 205 Bluff St OpenNoBolt Brick November 2015 6 SAN S 04241 Alley btw 441 &467 Bluff OpenNoBolt Brick October 2013 Private MH 7 SAN S 04244 491 W 4th St OpenNoBolt Brick November 2015 8 SAN 5 04303 Maiden Lane OpenNoBolt Brick October 2013 October 2013 9 SAN 5 04304 Maiden Lane OpenNoBolt Brick October 2013 October 2013 10 SAN S 04325 Alley E of Bluff St OpenNoBolt Brick November 2015 11 SAN 5 04327 Alley E of Bluff, 5 of W 4th St OpenNoBolt Brick November 2015 12 SAN 5 05715 970 Grove Terr OpenNoBolt Brick November 2015 7-37 13 SAN S 04515 801 Bluff St OpenNoBolt Brick November 2015 Est. Total Length, (FT) 14 SAN 5 05587 525 Loras Blvd OpenBolt Brick November 2013 November 2013 15 SAN S 05603 637 Arlington St, Rear OpenNoBolt Brick October 2013 October 2013 16 SAN S 05623 Cnr Loras and Cummins OpenNoBolt Brick November 2015 3 17 SAN 5 05627 604 Chestnut St, Rear OpenNoBolt Brick November 2015 18 SAN S 05671 1132 Center PI, Rear OpenNoBolt Brick November 2013 November 2013 19 SAN S 05676 Alley E of Race St, S of Rose St Open Pick Brick November 2015 12-1 20 SAN 5 05680 Alley 982 Center PI OpenNoBolt Brick November 2015 SAN 5 05592 21 SAN S 05682 Alley 1025 Walnut St OpenNoBolt Brick November 2015 November 2013 22 SAN S 05693 618 University Ave OpenNoBolt Brick October 2013 October 2013 23 SAN 5 05706 590 University Ave OpenNoBolt Brick October 2013 October 2013 24 SAN S 05804 Alley 716 Wilson St OpenNoBolt Brick October 2013 October 2013 25 SAN 5 07174 825 Air Hill St OpenNoBolt Brick November 2015 10 7.2.7 Sanitary Sewer Rehabilitation/Corrections Line No. U/S Manhole D/S Manhole Sewershed Location Pipe Dia.(in) Est. Total Length, (FT) Tentative Completion Completion Date 1 SAN 5 07007 SAN S 07008 12-1 Cornell St. 8 137 November 2013 2 SAN S 04949 SAN S 05608 12-1 Arlington St. 8 194 October 2013 3 SAN S 05608 SAN S 05602 12-1 Arlington St. 8 245 October 2013 4 SAN S 05599 SAN 5 05594 12-1 Arlington St. 8 171 October 2013 5 SAN S 05632 SAN S 05623 12-1 Cummins St. 8 132 October 2013 6 SAN 5 05592 SAN S 05587 12-1 Dell St. North 8 133 November 2013 7 SANS 05715 SANS 05720 12-1 Grove Terrace 8 214 April 2016 April 2016 (Ret. Wall Replacement) 8 SAN 5 05720 SAN 5 05688 12-1 loran -Blvd Grove Terrace 8 176 April 2016 (Ret. Wall Replacement) 9 SAN 5 05616 SAN 5 05614 12-1 Loras Blvd 8 145 October 2013 10 SAN S 05593 SAN S 05587 12-1 Loras Blvd 8 320 November 2013 11 SAN 5 B66B7 06930 SAN S 05600 12-1 Prairie St. 8 132 October 2013 12 SAN S 04517 SAN 5 04520 12-1 W 12th St, 8 315 November 2013 13 SAN 5 05671 SAN S 05665 12-2 Center PI 8 206 October 2013 14 SAN S 05831 SAN S 05827 12-2 Delhi St. 8 217 Main Abandoned 7-3 8 15 SAN 5 05832 SAN 5 05831 12-2 Delhi St. 8 106 Main Abandoned 16 SAN S 05664 SAN S 05665 12-2 Rose St. 8 273 October 2013 17 SAN 5 05693 SAN 5 05706 12-2 University Ave 8 218 November 2013 18 SAN 5 05698 SAN 5 05815 12-2 University Ave 8 198 October 2013 19 SAN S 05760 SAN S 05761 12-2 Wilson Ave. 8 239 October 2013 20 SAN S 04297 SAN S 04298 12-3 Cooper PI 8-6 211 November 2015 21 SAN 5 05713 SAN S 04512 12-3 W 8th St. 8 154 November 2013 22 SAN S 05705 SAN 5 07416 12-3 W 8`h St. 8 135 November 2013 23 SAN 5 05708 SAN S 05709 12-3 W8th St. 8 180 October 2013 24 SAN S 04304 SAN S 04303 12-3 Maiden Lane 8 6 167 November 2015 25 SAN 5 04303 SAN S 04302 12-3 Maiden Lane 8-6 193 November 2015 26 SAN S 04302 SAN 5 07433 12-3 Maiden Lane 8 6 159 November 2015 27 SAN S 07151 SAN S 05741 12-4 Alpine St. 8 238 October 2013 28 SAN S 05747 SAN 5 05746 12-4 Harvard St. 8 6 325 November 2015 29 SAN S 05757 SAN 5 05804 12-4 Wilson Ave. 8 359 October 2013 30 SAN S 057804 SAN S 05805 12-4 Wilson Ave. 8 313 October 2013 31 SANS 04279 SANS 04280 12-5 Cardiff St. 8 154 October 2013 32 SAN S 0434-7 04520 SAN S07-173 04519 12-5 Emmett St. Bluff St. 8-12 324 November 2013 33 SAN 5 04519 SAN 5 04320 12-5 St Mary's St. 8 157 November 2013 07173 04347 34 SAN 5 03951 SAN S 03952 12-5 Langworthy St. 8 203 October 2013 35 SAN S 04274 SAN 5 04275 12-5 Summitt St. 8 138 October 2013 36 SAN S 04283 SAN S 04348 12-5 W 3"15t. 8 261 November 2013 7.3 SEWERSHED 7 CORRECTIVE ACTION PLAN SCHEDULE The City continues to work with property owners to make corrections to their private properties. As these are corrections made to private properties and therefore reliant upon the availability of funds the property owner has to make the correction, the City's intent is to work with owners to achieve completion of the corrections without placing undue financial hardship on the private property owner. . 7.3.1 Failed and Corrected Private Property Inspections Total number of private property inspection corrections reported in the Sewershed 7 Corrective Action Plan: 29, of which 21 were corrected at the time of the report in December 2013. As of this reporting period a total of 22 of the 29 are corrected. 7-39 Line No. House No. Street Name Defect Corrective Action Corrected and Passed Re- inspection 1 2444 BROADWAY Downspout to Sanitary Sewer Disconnect & discharge to land No 2 402 PRIMROSE Exterior stairwell drains to sanitary Plug and Provide for Covered Area or Pipe to Storm sewer No 3 2845 CENTRAL AVE Flex Hose Used to Discharge Sump Install rigid pipe No 4 2006 N MAIN ST Flex Hose Used to Discharge Sump Install rigid pipe No 5 2777 BROADWAY Sump Pump to Sanitary Sewer Disconnect & discharge to land No 6 2670 CENTRAL AVE Sump Pump to Sanitary Sewr Disconnect & discharge to land No 7 2812 CENTRAL AVE Sump Pump to Sanitary Sewer Disconnect & discharge to land No 8 2247 CENTRAL AVE Sump Pump to Sanitary Sewer Disconnect & discharge to land No 9 2892 MUSCATINE Exterior stairwell drains to Sanitary Sewer Completed Yes 10 2908 CENTRAL AVE Flex Hose Used to Discharge Sump Completed Yes 11 1006 CLARKE CREST CT Flex Hose Used to Discharge Sump Completed Yes 12 2447 CENTRAL AVE Pit no pump Completed Yes 13 1006 CLARKE DR Pit no pump Completed Yes 14 1002 CLARKE CREST CT Pit no pump Completed Yes 15 2438 CENTRAL AVE Pit no pump and flex hose used Completed Yes 16 41 DIAGONAL Roof drains to sanitary Completed Yes 17 2005 N MAIN ST Roof drains to sanitary Completed Yes 18 245 KING Shower to sump to outside Completed Yes 19 350 GAY Exterior stairwell drains to sanitary Completed Yes 20 524 KAUFMANN AVE Flex Hose Used to Discharge Sump Completed Yes 21 380 LOWELL Flex Hose Used to Discharge Sump Completed Yes 22 492 KAUFMANN AVE Sump pump connected to sanitary sewer Completed Yes 23 315 KING Sump pump connected to sanitary sewer Completed Yes 24 875 COTTAGE PL Yard and driveway drain to sanitary Completed Yes 25 821 LOWELL Yard drain connected to sanitary sewer Completed Yes 26 2360 CLARKE CREST DR Sump pump drains to floor drain Completed Yes 27 2613 CENTRAL AVE Yard drain connected to sanitary sewer Completed Yes 28 49 DIAGONAL Flex Hose Used to Discharge Sump Completed Yes 29 2901 CENTRAL AVE Flex Hose Used to Discharge Sump Completed Yes 7.3.2 Sanitary Sewer Smoke Testing - Private Property Defect Corrections Line No. House No. Street Name Ownership Smoke Observed from: Corrective Action Completed 1 2761 BROADWAY ST Private the yard outside the house above a broken sanitary lateral Televise sanitary service lateral during dye test and/or Repair/replace lateral as needed. No 7-40 2 2685 BROADWAY ST Private the yard outside the house above a broken sanitary lateral Televise sanitary service lateral during dye test and/or Repair/replace lateral as needed. No 3 2623 BROADWAY ST Private a water stop box Televise sanitary service lateral during dye test and/or Repair/replace lateral as needed. No 4 2528 BROADWAY ST Private adownspout Notify property owner to disconnect downspout. No 5 2445 BROADWAY ST Private a sanitary sewer cleanout Notify property owner to replace or repair clean out. No 6 2247 CENTRAL AVE Private a downspout Notify property owner to disconnect downspout. No 7 2247 CENTRAL AVE Private a driveway drain Notify property owner to disconnect driveway drain No 8 2917 CENTRAL AVE Private a sanitary sewer cleanout Notify property owner to replace or repair clean out. No 9 2615 CENTRAL AVE Private yard drain alongside of house direct connection to san Notify property owner to disconnect area drain. No 10 2691 CENTRAL AVE Private smoke coming from foundation by plant Televise sanitary service lateral during dye test and/or Repair/replace lateral as needed. No 11 2687 CENTRAL AVE Private smoke leaking up from stairs Televise sanitary service lateral during dye test and/or Repair/replace lateral as needed. No 12 2601 CENTRAL AVE Private smoke coming from foundation, possible broken lateral Televise sanitary service lateral during dye test and/or Repair/replace lateral as needed. No 13 2535 CENTRAL AVE Private a private manhole with sanitary lateral flowing through Notify property owner to replace or repair manhole. No 14 2523 CENTRAL AVE Private a private sanitary sewer manhole Notify property owner to replace or repair manhole. No 15 2326 CENTRAL AVE Private along the building foundation Televise sanitary service lateral during dye test. Repair/replace lateral as needed. No 16 2326 CENTRAL AVE Private along the building foundation Televise sanitary service lateral during dye test. Repair/replace lateral as needed. No 17 2326 CENTRAL AVE Private along the building foundation Televise sanitary service lateral during dye test. Repair/replace lateral as needed. No 18 2326 CENTRAL AVE Private a sanitary sewer manhole, as well as the yard around the lateral Notify property owner to replace or repair manhole. No 19 2306 CENTRAL AVE Private along the building foundation Televise sanitary service lateral during dye test and/or Repair/replace lateral as needed. No 20 2455 CLARKE CREST DR Private a downspout Notify property owner to disconnect downspout. No 21 2455 CLARKE CREST DR Private a downspout Notify property owner to disconnect downspout. No 22 1275 CLARKE DR Private a broken lateral clean out Notify property owner to replace or repair clean out. No 23 1275 CLARKE DR Private a broken lateral clean out Notify property owner to replace or repair clean out. No 24 1275 CLARKE DR Private a broken lateral clean out Notify property owner to replace or repair clean out. No 7-4 1 25 995 CLARKE DR Private a broken lateral clean out Notify property owner to replace or repair clean out. No 26 945 CLARKE DR Private a leaking clean out or broken lateral Televise sanitary service lateral during dye test and/or Repair/replace lateral as needed. No 27 672 CLARKE DR Private a private sanitary lateral, around the water stop box Televise sanitary service lateral during dye test and/or Repair/replace lateral as needed. No 28 2815 DAVENPORT ST Private a downspout Notify property owner to disconnect downspout. No 29 57 DIAGONAL ST Private the yard outside the house above a broken sanitary lateral Televise sanitary service lateral during dye test and/or Repair/replace lateral as needed. No 30 2244 FRANCIS ST Private the yard outside the house above a broken sanitary lateral Televise sanitary service lateral during dye test and/or Repair/replace lateral as needed. No 31 2252 FRANCIS ST Private a pvc pipe sticking out of the ground Notify property owner to replace or repair clean out. No 32 2593 FULTON ST Private the yard outside the house above a broken sanitary lateral Televise sanitary service lateral during dye test and/or Repair/replace lateral as needed. No 33 2617 FULTON ST Private the yard outside the house above a broken sanitary lateral Televise sanitary service lateral during dye test and/or Repair/replace lateral as needed. No 34 2131 HEEB ST Private the yard outside the house above a broken sanitary lateral Televise sanitary service lateral during dye test and/or Repair/replace lateral as needed. No 35 2186 HODGDON ST Private a leaking sanitary sewer manhole Notify property owner to replace or repair manhole. No 36 526 KAUFMANN AVE Private back of the curb in yard Televise sanitary service lateral during dye test and/or Repair/replace lateral as needed. No 37 366 KAUFMANN AVE Private along drive way where wood retaining wall is Televise sanitary service lateral during dye test and/or Repair/replace lateral as needed. No 38 370 KAUFMANN AVE Private a retaining wall Televise sanitary service lateral during dye test and/or Repair/replace lateral as needed. No 39 370 KAUFMANN AVE Private a retaining wall Televise sanitary service lateral during dye test and/or Repair/replace lateral as needed. No 40 390 KAUFMANN AVE Private concrete stairs Televise sanitary service lateral during dye test and/or Repair/replace lateral as needed. No 41 410 KAUFMANN AVE Private retaining wall Televise sanitary service lateral during dye test and/or Repair/replace lateral as needed. No 42 430 KAUFMANN AVE Private retaining wall Televise sanitary service lateral during dye test and/or Repair/replace lateral as needed. No 43 400 KAUFMANN AVE Private the yard outside the house above a broken sanitary lateral Televise sanitary service lateral during dye test and/or Repair/replace lateral as needed. No 44 850 LOWELL ST Private a private sanitary sewer clean out Notify property owner to replace or repair clean out. No 45 468 LOWELLST Private the yard outside the house above a broken sanitary lateral Televise sanitary service lateral during dye test and/or Repair/replace lateral as needed. No 46 452 LOWELL ST Private a downspout Notify property owner to disconnect downspout. No 7-42 7.3.3 Sanitary Sewer Smoke Testing: Public Property — Sanitary Sewer Corrections Line No. Nearest St. Address Ownership Observation the yard behind the Televise sanitary service lateral during dye test and/or Repair/replace lateral Completion Date 47 2750 MUSCATINE ST Private curb as needed. No 2 2524 BROADWAY ST smoke coming from yard, possible broken Televise sanitary service lateral during dye test and/or Repair/replace lateral Replace manhole lid 48 808 SPIRES DR Private lateral as needed. No 7.3.3 Sanitary Sewer Smoke Testing: Public Property — Sanitary Sewer Corrections Line No. Nearest St. Address Ownership Observation Corrective Action Tentative Completion Completion Date 1 2701 BROADWAY ST Public New water valve installed, smoke coming up from valve body Televise sanitary sewer near water valve. Repair sewer as needed. June 2015 2 2524 BROADWAY ST Public open pickhole MH lid Replace manhole lid June 2015 3 335 BURLINGTON ST Public Smoke coming from water valve box Televise sanitary sewer near water valve. Repair as needed. June 2015 4 335 BURLINGTON ST Public open pickhole MH lid Replace manhole lid June 2015 5 335 BURLINGTON ST Public Open pickhole MH lid Replace manhole lid June 2015 6 2901 CENTRAL AVE Public open pick hole MH lid Replace manhole lid June 2015 7 2540 CENTRAL AVE Public Quest utility manhole Televise sanitary sewer near utility. Repair sewer as needed. June 2015 8 1005 CLARKE CREST CT Public open pick hole MH lid Replace manhole lid June 2015 9 2525 CLARKE CREST DR Public open pick hole MH lid Replace manhole lid June 2015 10 2530 CLARKE CREST DR Public Missing manhole cover bolt Install new bolt June 2015 11 2470 CLARKE CREST DR Public open pick hole MH lid Replace manhole lid June 2015 12 2480 CLARKE CREST DR Public Open pick hole MH lid Replace manhole lid June 2015 13 2320 CLARKE CREST DR Public Open pick hole MH lid Replace manhole lid June 2015 14 998 CLARKE CREST DR Public Open pick hole MH lid Replace manhole lid June 2015 15 2240 CLARKE CREST DR Public open pick hole MH Replace manhole lid June 2015 16 2540 CLARKE CREST DR Public smoke coming from under manhole casting Apply sealant to manhole casting June 2015 17 2540 CLARKE CREST DR Public smoke coming from under manhole casting Apply sealant to manhole casting June 2015 18 2540 CLARKE CREST DR Public smoke coming from under manhole casting Apply sealant to manhole casting June 2015 19 2540 CLARKE CREST DR Public smoke coming from under manhole casting Apply sealant to manhole casting June 2015 20 1275 CLARKE DR Public Smoke coming from behind curb Apply sealant to manhole casting June 2015 7-43 21 1275 CLARKE DR Public Smoke coming from crack in street Televise sanitary sewer along street. Repair/rehabilitate sewer as needed. June 2015 22 1275 CLARKE DR Public smoke coming from crack in street Televise sanitary sewer along street. Repair/rehabilitate sewer as needed. June 2015 23 2443 DIVISION ST Public open pick hole MH lid Replace manhole lid June 2015 24 908 FARRELL CT Public smoke coming from around rim of MH Apply sealant to manhole casting June 2015 25 910 FARRELL CT Public smoke coming from manhole lid and from under rim Apply sealant to manhole casting June 2015 26 910 FARRELL CT Public smoke leaking from under rim of manhole casting Apply sealant to manhole casting June 2015 27 2295 FOYE ST Public Smoke coming from around concrete around MH Inspect manhole chimney. Repair/rehabilitate as needed. June 2015 28 2230 FRANCIS ST Public alley way between Francis and central behind 2230 Francis Replace manhole lid June 2015 29 630 HAROLD ST Public Smoke coming from around concrete around MH Inspect manhole chimney. Repair/rehabilitate as needed. June 2015 30 2464 HEMPSTEAD ST Public Smoke coming from around MH and yard around driveway Replace manhole lid June 2015 31 2320 HEMPSTEAD ST Public Smoke coming from around MH Replace manhole lid June 2015 32 836 KAUFMANN AVE Public Smoke coming from around concrete ring around MH Inspect manhole chimney. Repair/rehabilitate as needed. June 2015 33 828 KAUFMANN AVE Public San Sewer main running up to Ferrel Ct. Televise sanitary sewer in location. Examine flow data. Repair/rehab as needed. June 2015 34 530 KAUFMANN AVE Public the back of curb in yard Televise sanitary sewer in location. Examine flow data. Repair/rehab as needed. June 2015 35 530 KAUFMANN AVE Public the back of curb in yard Televise sanitary sewer in location. Examine flow data. Repair/rehab as needed. June 2015 36 524 KAUFMANN AVE Public smoke coming from curb and gutter possible broken lateral Televise sanitary sewer in location. Examine flow data. Repair/rehab as needed. June 2015 37 2145 KLEINE ST Public South West corner of Kleine and Chapel Ct. Smoke coming from back of curb Televise sanitary sewer in location. Examine flow data. Repair/rehab as needed. June 2015 38 806 LACEY CT Public smoke bleeding up from grass around MH Inspect manhole chimney. Repair/rehabilitate as needed. June 2015 39 750 MONTCREST ST Public Smoke coming from cracks in street Televise sanitary sewer in location. Examine flow data. Repair/rehab as needed. June 2015 40 750 MONTCREST ST Public Smoke coming from cracks in street Televise sanitary sewer in location. Examine flow data. Repair/rehab as needed. June 2015 41 0 MONTCREST ST Public Smoke coming from cracks in street Televise sanitary sewer in location. Examine flow data. Repair/rehab as needed. June 2015 7-44 42 0 MONTCREST ST Public Smoke coming from grass by curb Televise sanitary sewer in location. Examine flow data. Repair/rehab as needed. June 2015 1 43 0 MONTCREST ST Public corner of Montcrest and Hempstead Smoke coming from around concrete around MH Replace manhole lid June 2015 2 44 505 NAPIER ST Public smoke coming out from around concrete around MH Inspect manhole chimney. Repair/rehabilitate as needed. June 2015 3 45 2742 PLEASANT VIEW DR Public smoke coming from under manhole casting Inspect manhole chimney. Repair/rehabilitate as needed. June 2015 4 46 701 RAVENWOOD CT Public open pick hole MH lid Replace manhole lid June 2015 5 47 707 RAVENWOOD CT Public Open pick hole MH lid Replace manhole lid June 2015 6 48 2425 SPIRES CT Public smoke coming from crack in street Televise sanitary sewer in location. Examine flow data. Repair/rehab as needed. June 2015 49 2460 SPIRES CT Public Smoke coming from grass around manhole Inspect manhole chimney. Repair/rehabilitate as needed. June 2015 50 2420 SPIRES CT Public smoke coming from under manhole casting Inspect manhole chimney. Repair/rehabilitate as needed. June 2015 51 2400 SPIRES CT Public smoke coming from under manhole casting Inspect manhole chimney. Repair/rehabilitate as needed. June 2015 52 808 SPIRES DR Public smoke coming from under manhole casting Inspect manhole chimney. Repair/rehabilitate as needed. June 2015 53 807 SPIRES DR Public smoke coming from under manhole casting Inspect manhole chimney. Repair/rehabilitate as needed. June 2015 54 2709 VENTURA DR Public open pick hole MH lid Replace manhole lid June 2015 7.3.4 Sanitary Sewer Smoke Testing: Public Property — Storm Sewer Corrections Line No. Nearest St. Address Ownership Observation Corrective Action Tentative Completion Completion Date 1 2609 BROADWAY ST Public smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. April 2015 2 2604 BROADWAY ST Public smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. April 2015 3 2600 BROADWAY ST Public smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. April 2015 4 2575 BROADWAY ST Public smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. April 2015 5 2550 BROADWAY ST Public smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. April 2015 6 2887 CENTRAL AVE Public smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. April 2015 7-45 7 2571 CENTRAL AVE Public smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. April 2015 8 0 CENTRAL AVE Public SW corner of 24th and central, in front of Bus Barn smoke coming from catch basin Dye test catch basin/CCN San. Sewer/ and/or Repair or Rehab. Sewer as needed. April 2015 9 2403 CENTRAL AVE Public NW corner of 24th and Central smoke coming from catch basin Dye test catch basin/CCN San. Sewer/ and/or Repair or Rehab. Sewer as needed. April 2015 10 2400 CENTRAL AVE Public NE Corner of 24th and Central smoke coming from catch basin Dye test catch basin/CCN San. Sewer/ and/or Repair or Rehab. Sewer as needed. April 2015 11 2360 CENTRAL AVE Public SE corner of 24th and Central smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. April 2015 12 2311 CENTRAL AVE Public smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. April 2015 13 2277 CENTRAL AVE Public SW corner of W23rd and Central smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. April 2015 14 796 KAUFMANN AVE Public smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. November 2014 15 520 KAUFMANN AVE Public smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. November 2014 16 496 KAUFMANN AVE Public South East Corner of Hempstead and Kaufmann smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. November 2014 17 499 KAUFMANN AVE Public smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. November 2014 18 361 KAUFMANN AVE Public smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. November 2014 19 330 KAUFMANN AVE Public smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. November 2014 20 290 KAUFMANN AVE Public South East corner of Kleine and Kaufmann smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. November 2014 21 290 KAUFMANN AVE Public smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. November 2014 22 230 KAUFMANN AVE Public south west corner of N Main and Kaufmann smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. November 2014 23 120 KAUFMANN AVE Public smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. November 2014 24 0 KAUFMANN AVE Public Corner of Francis and Kaufmann smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. November 2014 25 191 KAUFMANN AVE Public smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab, Sewer as needed. November 2014 7-46 26 305 KAUFMANN AVE Public smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. November 2014 Completion Date 27 2155 N MAIN ST Public smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. April 2015 October 2015 28 806 LOW ELL ST Public smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. November 2014 Replace manhole lid 29 2303 WOODWORTH ST Public NW corner of Woodworth and Lowell smoke coming from catch basin Dye test catch basin/CCTV San. Sewer/ and/or Repair or Rehab. Sewer as needed. April 2015 Open pickhole MH lid 7.3.5 Manhole Corrections Line No. Location Nearest St. Address Ownership Observation Corrective Action Tentative Completion Completion Date 1 SAN 5 06329 2524 BROADWAY ST Public open pickhole MH lid Replace manhole lid October 2015 2 SAN S 06471 335 BURLINGTON ST Public open pickhole MH lid Replace manhole lid October 2015 3 SAN 5 06469 335 BURLINGTON ST Public Open pickhole MH lid Replace manhole lid October 2015 4 SAN SReplace 06615 2901 CENTRAL AVE Public open pick hole MH lid manhole lid October 2015 5 SAN 5 06222 1005 CLARKE CREST CT Public open pick hole MH lid Replace manhole lid October 2015 6 SAN 5 06241 2525 CLARKE CREST DR Public open pick hole MH lid Replace manhole lid October 2015 7 SAN 5 06242 2530 CLARKE CREST DR Public Missing manhole cover bolt Install new bolt October 2015 8 SAN S 06245 2470 CLARKE CREST DR Public open pick hole MH lid Replace manhole lid October 2015 9 SAN 5 06244 2480 CLARKE CREST DR Public Open pick hole MH lid Replace manhole lid October 2015 10 SAN S 06219 2320 CLARKE CREST DR Public Open pick hole MH lid Replace manhole lid October 2015 11 SAN 5 05508 995 CLARKE CREST DR Public Open pick hole MH lid Replace manhole lid October 2015 12 SAN 5 06225 2240 CLARKE CREST DR Public open pick hole MH Replace manhole lid October 2015 13 SAN 5 06242 2540 CLARKE CREST DR Public smoke coming from under manhole casting Apply sealant to manhole casting October 2015 14 SAN S 06242 2540 CLARKE CREST DR Public smoke coming from under manhole casting Apply sealant to manhole casting October 2015 15 SAN S 06242 2540 CLARKE CREST DR Public smoke coming from under manhole casting Apply sealant to manhole casting October 2015 16 SAN S 06242 2540 CLARKE CREST DR Public smoke coming from under manhole casting Apply sealant to manhole casting October 2015 17 SAN S 07011 1275 CLARKE DR Public Smoke coming from behind curb Apply sealant to manhole casting October 2015 7-47 18 SAN S 06333 2443 DIVISION ST Public open pick hole MH lid Replace manhole lid October 2015 19 SAN S 06238 908 FARRELL CT Public smoke coming from around rim of MH Apply sealant to manhole casting October 2015 20 SAN S 06238 910 FARRELL CT Public smoke coming from manhole lid and from under rim Apply sealant to manhole casting October 2015 21 SAN S 06238 910 FARRELL CT Public smoke leaking from under rim of manhole casting Apply sealant to manhole casting October 2015 22 SAN S 06276 2295 FOYE ST Public Smoke coming from around concrete around MH Inspect manhole chimney. Repair/rehabilitate as needed. October 2015 23 SAN S 04678 2230 FRANCIS ST Public alley way between francis and central behind 2230 francis Replace manhole lid October 2015 24 SAN S 05483 2282 HAROLD ST Public Smoke coming from around concrete around MH Inspect manhole chimney. Repair/rehabilitate as needed. October 2015 25 SAN S 05471 2464 HEMPSTEAD ST Public Smoke coming from around MH and yard around driveway Replace manhole lid October 2015 26 SAN S 05478 2320 HEMPSTEAD ST Public Smoke coming from around MH Replace manhole lid October 2015 27 SAN S 06774 836 KAUFMANN AVE Public Smoke coming from around concrete ring around MH Inspect manhole chimney. Repair/rehabilitate as needed. October 2015 28 SAN 5 06235 806 LACEY CT Public smoke coming up from grass around MH Inspect manhole chimney. Repair/rehabilitate as needed. October 2015 29 SAN S 05466 750 MONTCRESTST Public corner of Montcrest and Hempstead Smoke coming from around concrete around MH Replace manhole lid October 2015 30 SAN S 06273 505 NAPIER ST Public smoke coming out from around concrete around MH Inspect manhole chimney. Repair/rehabilitate as needed. October 2015 31 SANS 06374 2742 PLEASANT VIEW DR Public smoke coming from under manhole casting Inspect manhole chimney. Repair/rehabilitate as needed. October 2015 32 SAN S 06243 701 RAVENWOOD CT Public open pick hole MH lid Replace manhole lid October 2015 33 SAN S 06247 707 RAVENWOOD CT Public Open pick hole MH lid Replace manhole lid October 2015 34 SAN S 06254 2460 SPIRES CT Public Smoke coming from grass around manhole Inspect manhole chimney. Repair/rehabilitate as needed. October 2015 35 SAN 5 06253 2420 SPIRES CT Public smoke coming from under manhole casting Inspect manhole chimney. Repair/rehabilitate as needed. October 2015 36 SANS 06260 2400 SPIRES CT Public smoke coming From under manhole casting Inspect manhole chimney. Repair/rehabilitate as needed. October 2015 7-48 37 SAN 5 06257 808 SPIRES DR Public smoke coming from under manhole casting Inspect manhole chimney. Repair/rehabilitate as needed. October 2015 ALLEY BEHIND HARTIG DRUG 38 SAN S 06256 807 SPIRES DR Public smoke coming from under manhole casting Inspect manhole chimney. Repair/rehabilitate as needed. October 2015 Open Pickhole - Not Bolted 39 SAN S 06361 2709 VENTURA DR Public open pick hole MH lid Replace manhole lid October 2015 SAN S 04684 7.3.6 Brick Manhole Corrections Line No. Manhole ID Location Lid/Cover Type Tentative Completion Completion Date 1 SAN 5 04673 ALLEY BEHIND HARTIG DRUG CENTRAL AVE Concealed Pickhole - Not Bolted June 2015 12 2 SAN 5 04679 ALLEY BEHIND HARTIG DRUG CENTRAL AVE Open Pickhole - Not Bolted June 2015 Kaufmann Ave. 3 SAN S 06277 behind 338 Kaufmann CHAPEL CT Concealed Pickhole - Not Bolted June 2015 SAN S 04684 4 SAN S 06312 2421 DIVISION ST Concealed Pickhole - Not Bolted June 2015 5 SAN S 06333 2443 DIVISION ST Open Pickhole - Not Bolted June 2015 6 SAN S 06288 @ Lowell FOYE ST Concealed Pickhole - Not Bolted June 2015 7 SAN 5 04680 51 KAUFMANN AVE Concealed Pickhole - Not Bolted June 2015 8 SAN S 06271 @ Foye LOWELL ST Concealed Pickhole - Not Bolted June 2015 9 SAN S 06272 480 LOWELL ST Concealed Pickhole - Not Bolted June 2015 10 SAN 5 06283 546 LOWELL ST Concealed Pickhole - Not Bolted June 2015 11 SAN S 06289 ROSEALINE LOWELL ST Concealed Pickhole - Not Bolted June 2015 12 SAN S 06290 430 LOWELL ST Concealed Pickhole - Not Bolted June 2015 13 SAN 5 06293 @ Paul St LOWELL ST Concealed Pickhole - Not Bolted June 2015 14 SAN S 06294 364 LOWELL ST Concealed Pickhole - Not Bolted June 2015 15 SAN 5 06295 315 LOWELL ST Concealed Pickhole - Not Bolted June 2015 16 SAN S 04674 70 W 23RD ST Concealed Pickhole - Not Bolted June 2015 17 SAN S 06314 Division St W 24TH ST Concealed Pickhole - Not Bolted June 2015 7.3.7 Sanitary Sewer Corrections Sewershed Sub Area U/S Manhole D/5 Manhole Street Location Diameter, Inches Length, Feet Tentative Completion Completion Date 7--1 SAN S 04771 SAN S 04769 Kaufmann Ave. 12 38S December 2014 7--1 SAN S 04769 SAN S 04767 Kaufmann Ave. 12 255 December 2014 7--1 SAN S 04767 SAN S 04684 Kaufmann Ave. 12 265 December 2014 7-49 7-1 SAN 5 04684 SAN S 04682 Kaufmann Ave. 12 164 December 2014 7--1 SAN 5 04682 SAN S 04681 Kaufmann Ave. 12 76 December 2014 7-3 SAN 5 05482 SAN S 05456 Lowell St. 6 179 December 2014 7--3 SAN S 05456 SAN S 05455 Lowell St. 6 206 December 2014 7--3 SAN S 05455 SAN 5 05454 Lowell St. 8 238 December 2014 7-3 SAN 5 05454 SAN S 05453 Lowell St. 8 193 December 2014 7--3 SAN S 05453 SAN S 05481 Lowell St. 8 105 December 2014 7--3 SAN S 07424 SAN S 05481 Lowell St. 8 148 December 2014 7--3 SAN S 05480 SAN S 07424 Lowell St. 8 265 December 2014 7--3 SAN S 06285 SAN S 05480 Lowell St. 8 265 December 2014 7--3 SAN S 06284 SAN S 06285 Lowell St. 8 77 December 2014 7-50 8.0 CMOM Update 8.1 THE CMOM PROGRAM The City of Dubuque's Capacity, Management, Operation and Maintenance Plan (CMOM) provides a summary of the City's policies, procedures, practices, and responsibilities associated with its sanitary sewer collection system. It is the blueprint for the City's managers and field workers to better manage, operate, and maintain Dubuque's sanitary sewer collection system, investigate capacity -constrained area, prevent SSOs, respond to SSOs that may occur, and plan for future system expansion. The EPA approved the City of Dubuque's CMOM plan on June 4, 2012. 8.2 CMOM IMPLEMENTATION As required by Paragraph 13 of the Consent Decree, the City fully implemented the CMOM within two calendar months (August 4, 2012) of approval by the EPA. Section 6.4 of the City of Dubuque's CMOM Program, requires the City to annually inspect fifty (50) miles of gravity sanitary sewer through various methods including visual inspection, pipeline jetting, or closed- circuit televising (CCTV). The inspection is in addition to the predictive and preventive maintenance also prescribed in the CMOM. The City has cleaned or inspected 101.84 miles from April 1, 2014 through this reporting period, the total for Year 2014 will be provided in the March 2015 Semi Annual report. The City developed the CMOM to serve as a "living" document. As the City reviews its current procedures and codes, the CMOM will be updated and new procedures implemented as needed. Any revisions to the CMOM will be submitted to EPA, DOJ, and DNR for review and approval. 8.2.1 Fats, Oils, and Grease Keeping in compliance with the approved CMOM Plan, the City focused on a proactive Fats, Oils, and Grease (FOG) Program, as several of the dry weather sanitary sewer overflows are the result of grease in the public sewer from private establishments. The City has purchased software and approved ordinance amendments to support the W&RRC, Building Department, Health Services Department and the Engineering Department to manage and enforce the FOG program In addition, the City is also holding several public meetings with local food establishments, vendors, plumbers and grease haulers on the revised FOG program, the meetings are schedule for September 2, October 14, and November 4, 2014. As part of the proactive program, the City will be conducting physical inspections of grease interceptors at food establishments and providing guidance and education on the importance of cleaning and maintenance of grease traps and interceptors. The FOG Program also includes the requirement of the establishments to obtain an annual grease discharge permit along with a 8-51 pennit fee. The fee covers the direct cost of staff time to perforin inspections, manage the software and hardware, and vehicle expenses. A copy of the FOG program notice to the food establishments along with an informational leaflet may be found in Appendix G of this report. 8-52 9.0 Assessments and Engineering Analyses The City's engineering department, public works department and W&RRC staff continue to evaluate and analyze the sewer collection system and W&RRC to ensure compliance with all legal requirements. However, no specific study was undertaken during the reporting period. 9-53 10.0 Other Related Activities Staff from the City of Dubuque met with representatives of the Iowa Department of Natural Resources Manchester field office to discuss technical issues concerning sanitary sewer overflows, inflow and infiltration, and other items covered by the Consent Decree. The meeting was held on March 3, 2014 the following were in attendance: DNR — Manchester Field Office Staff: Joe Sanfilippo, Supervisor Amber Sauser, Environmental Specialist Senior Sue Miller, Environmental Specialist City of Dubuque Staff Gus Psihoyos — City Engineer Jonathan Brown — WRRC Director John Klostermann — Sewer Maintenance Manager Denise lhrig — Environmental Engineer The City presented information on the strategy to manage and target locations where we experience sanitary sewer overflows; the focus being on continuous flow metering, private property inspections, and ongoing cleaning and televising. The City also discussed the next step to flow metering, which is transferring flow meter data onto SCADA system. The City also presented specific information on Sewersheds 11 and 5 to demonstrate how capturing the same type of flow data can be used differently to develop solutions in each for reducing sanitary sewer overflows. In Sewershed 11 the data will be used to build a hydraulic model to examine why overflows are the frequency they are at Rosedale and Locust; and in Sewershed 5 the data was used to evaluate excessive flows resulting in a CIP for cured -in-place lining of sanitary sewers and manholes in the Carter Road Detention Basin area. City of Dubuque staff also met with representatives from the USEPA's Region 7 office mirroring the meeting held with the Iowa DNR's Manchester team, where the City covered technical issues concerning sanitary sewer overflows, inflow and infiltration, and other items covered by the Consent Decree. The meeting was held on April 24, 2014 the following were in attendance: USEPA — Region 7 Office Lenexa, Kansas Karen Flournoy, Director - Water, Wetlands, and Pesticides Division Diane Huffinan, Water Enforcement Branch Chief— Water, Wetlands, and Pesticides Division Paul Marshall, P.E., Civil/Environmental Engineer 10-54 Wayne Dillard, P.E., Environmental Engineer (Collection Systems) City of Dubuque Staff Gus Psihoyos, P.E. — City Engineer John Klosterman — Sewer Maintenance Manager Denise Blakeley Ihrig, P.E. — Environmental Engineer In addition to the information presented at the DNR meeting, the discussion extended to an update on the CMOM - FOG program, as the City prepares for a proactive inspection program. City staff requested these voluntary meetings to provide an avenue for direct communication between the City and the DNR and the USEPA, and to obtain guidance the regulators may be able to offer regarding technologies and strategies to address sanitary sewer overflow related issues and challenges. 10-55 APPENDIX A — Flow Meter Locations 2014 A1teerrpinr en the Aiis iu ypi Flow Meter Locations 2014 Nineteen Current Locations zvith Manhole numbers 79 14 71:4 �'�►r: �•.` �� .. .T�t _'�1 tiCR• Y-' DAGIS ' �� , m l KANFS1 — •. L L. t X10 14.2 . . 04685 �1„�'.s,� Dubuque: ano i...W. Comer it 0 fte• ACai 4. CO or Dud", CIO pa mooacno ,gratis u?4a.o aw frost current and ,gaunt. ,nkrn.ton .- Math. 1YQS 404 4 t wool ers d0 not „errant tns .cc. ace, Or Currency 410. .dolm.t. or 4N. oon1.4134 M,*n. yn C4, end w044p.tnp .Danns snail MI pa ne14 rr440 ter fly arta, ^4100?• m:4140141, consequeroal oon.,vt. or gtoat o.mpes .nine, fomtrtor. o, unewttMM.. e,,11,19 o.a 411.1011an>0 e r unh v e: ued .s. or Ova Owe er the 0.041, ft use 1013 darn .... y• /Arrant, .00.0000,0. 400200 0 400 800 1.200 1,600 2,000 2.400 Feet Map Prepared by. City of Dubuque Engineenng Division 50 West 13th Street Dubuque, Iowa 52001 Phone: (563) 589-4270 Fax (563) 589-4205 rI{E CITY OF DUB res .V4rMrltia Flow Meter Proposed 2014 Two Meters along the Grainger Interceptor DAGIS r a rJUL'�E BfiB-DR - or -'- ;34' SAVAN IDR -14!-. (ROSS Fmk v STONE iNv H/LL DR i 3, ;•2i —, _- .:. .\\MVQ�SS7•,f, ,d 11 ::i i `YA UEf(BRTD • SETTLERS LN-- m�x Dubgw*AqOart anDuu. Gantt* tIt n urw.s=.1 Me. «M. teal CM o/Dutwpu. and prti web,* apruws utbr.O t, most twn00 aro atcunte inlombon htlad.. DAQS amp t > suppkars ar mat arrant Me accuracy of tummy a tM Mannat n or Ow tontanwt I -.,an. TM car anti art✓.pacni 1p.no., stall nOt in Mid Wdt kr ant aatt. mosact, mcKantal. :ornpuantal. C+.n%6. or stay* tcln4p.s. mater tensa a*N o' .04,,$..,d., ramp cat ol 0016.11o/sac cr wu.tnrr,no utt or tllt Oats or Mt 1000,4 , to u,t trns tata r sst or r„ tr.rn or .10,1100. enttiptr. 1 inch = 700 feet 200100 0 200 400 600 800 1.0001.200 Feet Map Prepared by: City of Dubuque Engineering Division 50 West 13th Street Dubuque. Iowa 52001 Phone (563) 589-4270 Fax: (563) 589-4205 Sewershed 3 f low Meter Locatiortis FABWICAY EAR m 0 m LrIVOS ST rn IA, LOCUST ST 11=11111•111\ •N O SK �`FeK NGv"V>� t1-5, P sK �- ''zKN` Yd �6 v GL6LPKE OR - �. t z �+� v _.''S-7., V. �e - ,- -3... v �I�R�O� s 1 11 _2 uN� �'. cys-e 51- c 'op.F�K� mCIS � � ORp, rn v v i c. c v �,19-3 — -=. - TJ .....kp y O Z O � (.11 f L O 1 L' v1.; y F v+ �� - a y_ U TFR VE _ a :r":',-/ '� s'T RSfTYA - poREST_LNm �'�to.E-�' UNfVE t; obCal `v�4 'F�Ci'� EJ �F -' ¢ r ��nls, Gh.T ONST ��, � F "' GRACE ST gQ s y r. es��Nti ` gc s � �' no cROSE` R -{ S G��F�, cnh SEMIVETT ST egenci Road cerverw.e J.; T..1 ratan, Sawa ..shad ,eweraired ID 19-9 _J 11, 11, -� 11� Wiatar Location 1098 W Locust lime 19 2014 Storm Wet Total Flow (364707 gat): CWF Total (324839 gat): Ave_ Wet Flow Rate (0.050 mgd);Total (0.351 mgal):0_49 A IWF Rate (0.044 mgd):0_03 70000 -- - 60000 50000 — c.40000 30000 r 20000— _ 0.5 0.4 `- } a 0.3— E .3—E 0.2— O. 1 .2- 0.1 — 9 0.0 Jun 2014 17 Tue 18 Wed 19 Thu 20 Fri 21 Sat 22 Sun 6/18/2014 12:00:00 AM - 6/23/2014 12:00:00 AM 23 Mon 1098 W Locust 7vne 19 2014 Storm Ave_ Wet Flow Rate (0.050 mgd):Total (0.351 mgaq_0.49 Rainfall (5.530 in): Ave_ Dry Rate (0.044 mgd):0.03 0.5- 0.4 — -a rn 0.2-- 0.1 - 0.0 0.5- 0.4 - 0.3- -02- 0.1 0.0 0.08- -, 0.06 - .08-X0.06- 0.04 -‘1114114111CL - I 0.02 - t t i 1 -- t 17 Tun 18 Wed 19 Thu 20 Fri 21 Sat Jun 2014 6/16/2014 12:00:00 AM -6/23/2014 12:00:00 AM t t 22 Sun 23 Mon. IJ 0.5 0.4 13.0.3 1= 0.2 0.1 - 0.0 0.6 = 0.4 0.2 0.0 o_os a 0.06 0.04 0.02 1098 W Locust June 30 2024 Storm Ave_ Wet Flow Rate (0.042 mgd):Total (0.291 mgal)=0.55 Ave_ Dry Rate (0.044 mgd):0.05 Ave_ Dry Rate 0.044 Rainfall (3.740 in)_ Jun 2014 AdSikokti4filiOkAL 28 Sat 29 Sun 30 Mon 1 Tete 2 Wad 6/27/2014 12_00:00 AM - 7/4/2014 12:00.00 AM 10"114iV" u 3 Thu 4 Fri 109$ W Locust June 30 2014 Storm Wet Total Flow (313936 gal):22703.18 I7WF Total (324839 gal):18616.15 Ave. Wet Flow Rate (0.042 mgd):Total (0.291 mgal):0.04 ADWF Rate (0.044 mgd):0.03 50000 40000 — vn 30000 20000 1 0000 — 0.5 0.4 Ave_ Dry Rate 0.044 28 Sat Jun 21314 29 Sun 30 Mon 1 Tue 2 Wed 6/27/2014 12:00:00 AM - 7/4/2014 12:00:00 AM 3 Thu 4 Fri Rosedale and W Locust June 30 2014 Scorn Ave_ Wet Flow Rabe (0.373 mgd):2_81 AOWF Rate (0.389 mgd):0.51 Level (4.168 in):62.62 0.0 Ave. Dry Rate 0.39 Meter experienced a problem on 6 19 causing issues 100- 80- 60 40 20- O - r Max level is 36.92 in. Pipe is 12 in. Jun 2014 28 Sat 29 Sun 30 Mon 1 Tue 2 Wed 6/27/2014 12:00:00 AM - 7/4/2014 12:00:00 AM 3 Thu 4 Fri Ave. Wet Flow Rate (6.373 mgd):0.15 Rosedale and W Locust June 30 201-1 Storni Rainfall (3.670 in):0.00 Ave. Cory Rate (0.389 mgd)=0.31 2.5 - 2.0- ._ 0.5- 0.0 .5- O.O 0.8 - Ave. Dry Rate 0.39 0.6 - 0.4 - 0.2 - E 0.4- 0.3 -- 0.2-- --- .2 -- 1 A \JA's"hte1/444tvivhiv*\4 28 - Sa- t 29 Sun 30 Mon 1 Tue 2 4Ved Jun 2014 6/27/2014 12:00.00 AM - 7/4/2014 12:00:00 AM 3 Thu 4 Fri Ave. Wet Flow Rate (0.483 mgd):3.49 Rosedale and W Locust Jane 19 2014 Storm Rainfall (5.530 in): Ave. [Dry Rate (0.389 mgd)=0.25 3 - 0- 0.5 0.4- 0.3 - 0.2- 0_1 .2- O.1 - 00 0.7- 0.8 .7-O.6 7 0.5 0.4- 0.3 -- 0.2 - Ave. Dry Rate 0.39 mgd *4+4' -4\64,1 Jun 2014 17 The 18 Wed 19 Thu 20 Fri 21 Sat 6/16/2014 12:00:00 AM - 6/23/2014 12:00:00 AM 22 Sun 23 Mon 3 Rosedale and W Locust June 19 2014 Storm Ave Wet Flaw Rate (0.483 mgd);Total (3.382 mgal):3.49 AIDWF Rate (0.389 mgd):0.25 Level (4.218 in):95.79 1 2- _ 700 80- 0- 60- 60 40- 40- 20- 20- 0 0 i 17 Tue 18 Wed 19 Thu 20 Fri 21 Sat Jun 2014 6/16/2014 12:00:00 AM - 6/23/2014 12.00:00 AM Level Peak 95.79 in. 22 Sun 23 Mon 606 W Locust St and Foye June 19 2014 Storm Ave_ Wet Flow Rate (0.637 mgd);Total (4.462 mgal):3_05 Rainfall (5.530 in): Ave. Dry Rate (0_511 mgd):0_35 3- 2— Ave. Dry Rate 0.511 mgd 0.5- _ 0.4- = .4- = O.3- O.2— O.1 — 0.0 0_8— _ Alt", d. 0.4 -11,1011 0.2 1 lit *s, 144 -Peak of Wet Flow is 40 minutes behind Rain Rain Peak 0.52 in 17 Tue Jun 2014 6/16/2014 12:00:00 AM -46/23/2014 12.00.00 AM 18 Wed 19 Thu 20 Fri 21 Sat 22 Sun 23 Mon 606 W Locust St and Foye June 19 2014 Stone Ava Wet Flow Rate (0.637 mgd);Total (4.462 mgal):3.05 Level (3_582 in):13.43 ADWF Rate (0.511 mgd):0.35 2.0- 1.5 C 1 1.0 = �I 4 0.5- 0.04 F '' y c 12- 10— r 8 — 6— _ 4 2 I ---Level is 13.43 in_ Pipe is 12 in. 17 Tue 18 Wed 19 Thu 20 Fri 21 Sat Jun 2014 6/16/2014 12:00.00 AM - 6/23/2014 12.00:00 AM 22 Sun 23 Mon rn E 3 — a 2 o, 606 W Locust St and Foye June 30 2014 Storni Ave_ Wet Flow Rate (0.774 mgd);Total (3.006 mgal):3.01 Rainfall (3.740 in):0.43 Ave. ary Rate (0.511 mgd):O.40 h4 0.4- 0.2 .4- 0.2 — O_° — 0.6— _ 0.4 oz - a Rain Peal< 0.70 in. Jun 2014 28 Sat 29 Sun 30 Mon 1 Tue 2 Wed 6/27/2014 12:00:00 AM - 7/4/2014 12_00.00 AM I 3 Thu 4 Fri Ave_ Wet Flow Rate (0.774 mgd):3.01 606 W Locust and Faye June 30 2014 Storm ADWF Rate (0.511 mgd):0.40 Leval (4.490 in):13.83 3.0 2.5 — 2.0 — 155, E t5 _ 1.0 0.5 14 Y Ave. Dry Rate 0.51 f Battery died in Flow Me 12- 10 c 8 Jun 2014 P 1. ti t Level Peakis14.20 in_ Pipe size is 12 in_ 28 Sat 29 Sun 30 Mon 1 Tue 2 Wed 6/27/2014 12:00:00 AM - 7/4/2014 12:00:00 AM 3 Thu 4 Fri APPENDIX C — Clarke University Smoke Testing July 2014 TI IE CITY OF Dubuque Ail•America City DUB1tJE1IIIIV Masterpiece oil the Mississippi 2012 August 18, 2014 Mr. 13 Schultes Director of Facilities Management Clarke University 1550 Clarke Drive Dubuque, IA 52001 Re: Clarke University Smoke Testing - July 30, 2014 Dear Brian, Engineering Department City Hall 50 W. 13111 Street Dubuque, Iowa 52001 563.589.4270 563.589.4205 (fax) www.cityofdubuque.org Please find enclosed the City of Dubuque's most recent Clarke University Smoke Testing Report from July 30, 2014. As you are aware, the City of Dubuque is taking all necessary measures to reduce sanitary sewer overflows throughout the City focusing on five key sewersheds as required by Case 2:11-cv-01001-EJM, United States of America and the State of Iowa v. the City of Dubuque, Iowa, Civil Action Number 2008V00041, DOJ Case Number 90-5-1-1-09339 effective June 27, 2011. Extraneous flow into the sanitary sewers from storm sewers and roof drains reduces capacity in the sanitary sewers and is a known cause of sanitary sewer overflows. Clarke University is located in Sewershed 11, one of the key sewersheds, upstream of a known sanitary sewer overflow location at Rosedale Avenue and Locust Street. We look forward to meeting with you discuss the results of the report. Sincerely, Denise B. Ilu Environmental Engineer `11 ;via.. fel vi,.. • .,!1 fife MIR Clarke University Smoke Testing 7-30-14 Lyng the dt.has.. G0,1,901,, t040.1.5), .,ran ereatatty dat3 created the Dare tlea Cay OvOndue and 11.4110ut CO1(11} 9,1 *1,40110011 that, Ante Int t:ett o!Detteasee. and patent/nuns apanceos uttlerad 9919 .1f.110.1(1,111 3.10 Waal. enfcnnsterr 0.010 600 95 5,41110.11 (10 119 (11(1fant elCcvntsy Jr Clatelt1 511111 .nfr,ronwv, Of Cht. scentasn.,Ihwan. The Cety 490 ddintepatnd ygantact :nal '.01 0. mad ltatle ler 09( 0(9(1. uoteert. enc.:km.1. on5telyonts31 ot spacial cholas.. Attalhi tdcalatanto ce uncot.tteatele osetens tut a tile atanotald tat a des das nr 1ft: .9.1104440 10 051,11,11(1411 .101 tf Any Ctea(h of ..,ethentt nnatstvern 100 1 inch = 80 feet 50 0 100 Feet Map Prepared by: City of Dubuque Engineering Division 50 West 13th Street Dubuque, Iowa 52001 Phone: (563) 589-4270 Fax: (563) 589-4205 Masterpiece on the Mississippi Dubuque txtrxi AN•AmericaCity 1111 r 2007.2012.2013 Re: Smoke testing results for Clarke University 1550 Clarke Dr. Date tested: July 30, 2014 Engineering Department 50 W. 13"' Street Dubuque. IA 52001 Office (563) 589-4270 Fax (563) 589-4205 engi neeli,cityofdubuque. org www.cityofdubuque.org Purpose The purpose of this report is to yield the results for the smoke testing conducted on Clarke University's south side of campus in Dubuque, IA on July 30, 2014. The testing was conducted to detect openings and cross connections contributing to inflow and infiltration (I&I) into the City's sanitary sewer collection system. Smoke testing is a quick and inexpensive method of detecting I&I sources in sewer systems. Reducing I&I can reduce collection, operation and treatment costs for the wastewater treatment plant and can also prevent sanitary sewer backups and overflows. This report describes the type and location of defects detected from the smoke testing. It also provides recommendations for repair of noted defects or for further investigation to identify specific defect source(s). Smoke Test Procedure On July 30, 2014 a crew consisting of six city employees performed smoke testing at Clarke University. Prior to testing, notices of smoke testing were publicized in the local newspapers, local radio stations, and on the City of Dubuque's website. Along with the public notices, all residents within a one block radius of Clarke received a door hanger 24 hours prior to testing. The information was distributed to inform residents of the smoke testing's purpose and timing. The notice also reminded residents to fill unused drains with water to avoid having smoke enter their homes. Two gallons of liquid smoke were used at one key manhole located between Mary Josita Hall and Schrup Library. This manhole location was able to cover roughly 522,000 square feet including all six buildings on the south side of Clarke University campus. At this manhole location, a blower was placed over the opening of the manhole, introducing air and smoke into the sanitary sewer system, thereby forcing smoke through the connected sewer lines. The supply of smoke was continuous until the area was thoroughly examined and any defects recorded. Table 11-C1 Smoke Testing Observations -Clarke University July 30, 2014 Figure Defect ID [.ovation Observation Corrective Action 01 11-001, 11 -0O2,11 -0O3 Kelly Computer Center Roof drains smoking Dye test 02 11-0O2 Kelly Computer Center Roof drains smoking Dye test 03 11-0O3 Kelly Computer Center Roof drains smoking Dye test 04 11-004 Schrup Library Roof drains smoking Dye test OS 11 -COS Mary Josita Hall Roof drains smoking Dye test 06 11-005 Mary Josita Hall Roof drains smoking Dye test 07 11-006 Mary Josita Hall Roof drains smoking Dye test 08 11-007, 11-008 Mary Josita Hall Roof drains smoking Dye test 09 11-009, 11-C10 Mary Josita Hall Roof drains smoking Dye test 10 11-C11 Mary Jostta Hall Roof drains smoking Dye test 11 11-C12, 11-C13 Schrup Library Roof drains smoking Dye test 12 11-C14, 11-015 Atrium Roof drains smoking Dye test 13 11-C16, 11-C17 Atrium All drains in yard and on patio Dye test 14 11-C18 Atrium Smoking manhole televise sewer line 1S 11-C19, 11-C20 South of Schrup Library Smoking manhole Televise sewer line 16 11-C21, 11-C22 Between Mary Josita and Library Smoking manhole Televise sewer line 17 11-C23 South of Kelly Computer Center Smoking manhole Televise sewer line 18 11-C24 South of Kelly Computer Center Smoking manhole Televise sewer line 19 11-C25 South of Schrup Library Smoking manhole Televise sewer line 20 11-C26, 11-C27 Lateral to West Locust Smoking manhole Televise sewer line 21 11-C28, 11-C29, 11-C30 West Locust Storm Smoking grass, access point, and curb cut Televise sewer line Figure 01: Defects 11-001, 11-0O2, 11-0O3: Keller Computer Center — smoke began 10-20 minutes into the test. Figure 02: Defect 11-0O2: Keller Computer Center- smoke began 10 - minutes into the test. Figure 03: Defect 11-0O3: Keller Computer Center - smoke began 10-20 Figure 04: Defect 11-004: Schrup Library - smoke began minutes into the test. 10-20 minutes into the test. 11111111111111 Figure 09: Defects 11-009 and 11-C10: Mary Josita Hall - smoke began 5-10 minutes into the test. -41‘175°. u 0?ig1I2016 10:01 Figure 11: Defects 11-C12 and 11-C13: Schrup Library - smoke began 10-20 minutes into the test. Figure 10: Defect 11-C11: Mary Josita Hall - smoke began 5-10 minu into the test. Figure 12: Defects 11-C14 and 11-C15: Atrium roof drains - smoke began 10-20 minutes into the test. Figure 17: Defect 11-C23: First manhole south of Keller Computer Center - smoke began 10 minutes into the test. Figure 18: Defect 11-C24: Second manhole south of Keller Computes Center - smoke began 10 minutes into the test. Figure 19: Defect 11-C25: Manhole south of Schrup Library — smoke began 10 minutes into the test. Figure 20: Defects 11-C26 and 11-C27: Lateral to West Locust both storm and sanitary. Sanitary sewer began smoking immediately wh storm manhole began 10 minutes later. APPENDIX D - Sewershed 5 Flow Meter Locations and June 19th and 30th Rain Event Flow Data Sewershed 5: Flow Meter Locations FOREST MEADOW o� 2 �O AT HONEYSUCKLE LN BITTERSWEET L N ✓Oyys �Fy��oY 'po �� A�iER1AG r- N O z x 0 2 CD DAVID DR 5-5 2 0 � � 0 U Co 1111111MIIIT W U _ ¢ 5-4 N o o 43 m 0 g- —I N a � 2 a ' 0 o b 0 2 Q �] D3 2 s- HILLCREST RO 0 .m- Y Y KEYSTONE DR 5-2 BNV-GK Ro IR ARBOOOps �N G AgTL£ SPRING VALLEY RD /11111111111.1. R MARYWOOD D -fy - �m OT `mss@�� -1":a 0 0 0 r - b 0 vDO a a m Z D 5-3 O� oma' Oma' 7 a c"GC A a r - Z JEFFREY DR �-c5-, Z— v { Nts vG N PNov- W 32ND ST p� 0 0 2 c z x STO{ AN Ec z -_' m m " CERF20 DR { m SCENICi VIEW DR KAUFMANN AVE FAIRWAY DR UNGS ST SUNNYVIEW DR CLA RKE DR ROSEDALE AVE 5A, o� 5� 2iGSCFypo 'QT 'SFo�G FSTST �S T �-s c15_, A� S GT c G�,_SS OR S G�'P��S �MONTCREST ST 2 Q\Q' COTTAGE PL O 5 LOWELL ST .(J �-OCUS� cJT c� �c--a E`2 G 9� �-.... ...11� 7 s.r. --N. Legena Sanitary Sewershea Sewershea In 5-1 5-3 5-A 5-5 Meter Location 3 13,2 i 0.5 0.4 c 0.3 0.2 0.1 0 0 45 W 32nd Jerre 19 2014 Storm Ave. Wet Flow Rate (0.925 mgd);Total (6.478 mgal):3.54 Ave. ©ry Rata (0.583 mgd):0.38 Rainfall (5.530 in): Ave. Dry Rata 0.583 —_j�ff��tN."4""+. - fivo..�,..,.�.�-"-....„=r�'..r' -.�_ ,-±ter ----- ti.''x�. +-OM1__--------- /+. - - ------- - _ 1 hioL i ._..., Rain Peak 0.52 - i , I I I . 17 'rue Jun 2014 18 Wed 19 Thu 20 Fn 21 Sat 6/16/2014 12:00:00 AM - 6/23/2014 12:00:00 AM 22 Sun 23 Man 3- 2- 0- - 10- 10- 45 W 32nd lune- 19 2014 Storm Ave wet Flaw Rate (0.925 mgdVrotal (6.478 mgal):3.54 Level (5.819 in):11.43 AQWF Rate (0.583 mgd)_0.38 ec.1- E .e 8- 8- 6 6 4 ^'Y>4 G� i ismikti Leval is 11.56 in. s 18 Wed 19 Thu 20 Fri 21 Sat 6/16/2014 12:00:00 AM - 6/23/2014 12:00:00 AM Jun 2014 17 -rue 22 Sun 23 Monk 45 W 32nd Jane 30 2014 Storax Ave Wet Flow Rate (1 _273 mgd):Total (8.993 mgal):5.13 Level (7.446 in):15.34 AQWF Rate (0.583 mgd):0.54 O- -2 16- 14- 64 i i 28 Sat 29 Sun 30 Mon 1 Tue 2 Wed 3 Thu Jun 2014 8/27/2014 12:00:00 AM - 7/4/2014 12:00:00 AM i Level Peak is 15.58 in. 4 Fd 5- 4- CO3- 45 W 32nd June 30 2014 Storm Ave. Wet Flow Rate (1.273 mgd);Total (8.913 mgal):5.13 Ave. Dry Rate (0.583 mgd):O.54 Ave Ory Rate 0.583 0.6- 0.4- 0.2- 0.0 .6- til Rainfall (3.740 in):0.00 Rain Peak 0.70 in_ 28 Sat Jun 2014 29 Sun 30 Mon 1 Tue 2 Wed 6/27/2014 12:00:00 AMl - 7/4/2014 12:00:00 AM 3 Thu 4 Fri APPENDIX E — Sewershed 10 Flow Meter Locations and June 19th and 30th Rain Event Flow Data r+e�acrTor AVB MG teryicx on lb.- Mised,,,pr i Sewersized 10 Sub Sewershed and 'Tributary Flow Meter Locations �AGIS • F LN��r O� E T -'r•►� �eC 7 ny�raf4 t/ ' Allikr 10-3 Flow Meter -"1111401P-- 'a Jy~`s'- 44.4 a.. 4* - */ �5 a4?y�� •A 1 y T 10-4 Flow Meter G gtt��' 7 -1 ` 10-25 Flow Meter Q••• lF ol‘b F cST 10-24. Flaw Meter 0-5 Flow Meter CT ›—s_ e.r..... a :.:`..: `c..e.. J.. cwl ••••••••••••••••.......•.a .e a..aae.uN 9 inch = 1,250 feet 500 250 O 500 1,000 1.500 2.000 Feet N m Extra Cedar St LS Meter Extra Cedar St LS Meter 40cp G�QA�O � N _ 4' 0 neap Prepared by: City of Dubuque Engineering Division 50 VMCSt 13th SUCCI Dubuque. Iowa 52001 Phone:(563)589-1270 Fax:(563)589-4205 15 10-1 June 19 2014 Stoma Ave. Wet Flow Rate (2.725 mgd);Total (19.082 mgal):14.69 Rainfall (5.530 in):0_07 Ave. Ory Rate (1.702 mgd):0.99 10 "Er. - E - 5 — !t 0.5 - 0_4- O_3- 0.2 Jun 2014 Rain Peals is 0.52in. 17 Tue 18 Wed 19 Thu 20 Fri 21 Sat 6/18/2014 12:00:00 AM - 6/23/2014 12:00:00 AM 22 Sun 23 Mon 1.O-1 Sone 19 2014 Storm Ave Wet Flow Rate (2.725 mgd);Total (19.082 mgal):14.69 AIDWF Rate (1_702 mgd):0.99 Level 01.704 in):31.94 14- 12- 10 - as 8 - 4- - 2- 2- 100- E1°- 60 100- 80-60 40- 20 - Level Peak is 104.74 in 17 Tue 1.8 Wed 19 Thu 20 Fri 21 Sat Jun 2014 6/16/2014 12:00:00 AM - 6/23/2014 12:00:00 AM 22 Sun 23 Mon aI 15- 10- 5- 0.0 10-1 June 30 201-1 Storm Ave_ We[ Flow Rate (3.075 mgd);Total (21.531 mgal):14.77 Rainfall (3.670 in): Ave_ IDry Rate (1_702 mgd):1.41 2.5 F 2.0 - Il1 1_5 _ /4\141_ 1.0- 1 Rain Peal. is 0.77in. 28 Sat 29 Sun 30 Mon 1 Tue 2 Wed Jun 2014 43/27/2014 12:00:00 AM - 7/4/2014 12:00:00 AM 3 Thu 4 Fn I 0-1 June 30 2014 Sturm Ave Wet Flow Rate (3.075 mgd);Total (21.531 mgat):14.77 ADWF Rate (1.702 mgd):1.41 Level (11.769 in):53.69 14- 12- 10- g - 6— 4- 100- 80 7 60- 40- 20 r 28 Sat Level Peak is 108.82 in. r 29 Sun 30 Man 1 Tue 2 Wed Jun 2014 6/27/2014 12.00:00 AM - 7/4/2014 12:00:00 AM r 3 Thu 4 Fri 6A Jame 19 2014 Sloan Ave. Wet Flow Rate (0.274 mgd):Total (1.916 mgal):1.12 Ave. 'Dry Rate (0.210 mgd):0.12 Rainfall (5.530 in): 1 0 0.8 -- -a - P, 0.6 _ 111\ 0.4 F ill 0.2 E 0.4- = 0.3 - 0.2 - 0-1-- 0.0 — O.O 0.4 \ ,t Rain Peak is 0.52 in. Jun 2014 I 17 'rue 18 Wed 19 Thu 20 Fri 21 Sat 6/16/2014 12:00:00 AAA - 6/23/2014 12:00:00 AM 23 Mon 6A June 19 2014 Storni Ave Wet Flow Rate (0.274 mgd);Total (1.916 mgal):1.12 Leval (3.925 in):7_38 AIDWF Rate (0.210 mgd)=0.12 1.0 0 e 0.6 _ 0.4 0.2 -- 19,41,9 - 9ti' 9 Lkjf,j04,,„„,, �1 I� I' Wr iiPA' xLikA04,,t4VI� Jun 2014 Level Peak is 7.38 in. 17 Tue 18 Wed 19 Thu 20 Fri 21 Sat 6/16/2014 12:00:00 AM - 6/23/2014 12:00:00 AM 22 Sun 23 Mon 6A June 30 2014 Sloan Ave_ Wet Flow Rate (0.302 mgd):Total (2.115 mgal):1 _25 Rainfall (3.670 in):0_28 Ave. Dry Rate (0.210 mgd):0.17 1.0 7,5 - 0.5 — 0.8- .4) .8- 0.6- .6- �l _.1�1r+4✓Yy�,� 4rA�a �.MI ��f vV�+N�' i t 0.4- 0.4- 0.2 0.2 - O.O l Rain Peak is 0.77 in 28 Sat 29 Sun 30 Mon 1 The 2 Wed Ji n 2014 6/27/2014 12:00:00 AM - 7/4/2014 12:00:00 AM 3Tm 4 Fri 1.2 1.0 0.8 1 rn P 0.6 0.4 0.2 c 3 6A Juste 30 2014 Storm Ave Wet Flow Rate (0.302 mgd):Total (2.115 mgal):1.25 Level (3.987 in):7_99 AIDWF Rate (0.210 mgd):0.17 fyM r Level Peals is 7.99 in. 28 Sat 29 Sun 30 Mon 1 The 2 Wed Jun 2014 6/27/2014 12:00:00 AM - 7/4/2014 12:00:00 AM 3 Thu 4 Fri 613 June 19 2014 Storni Ave. Wet Flow Rate (0.009 mgd):Tatai (0.062 mgal):0.19 Rainfall (5.530 in):0.09 Ave. Ory Rate (0.006 mgd):0.00 0.20 0_15- 0.10 0.05- 0 .00 .05- 0.00 0.5 r uhf. k 0.4- 0.3- 0_2- 0 .1 .4- 0.3- 0.2- 0.1 - 0 0.025 K Rain Peak is 0.52 0.020- -•=. .020 - a 0.015 - E 0.010 - 0.005 - 0_000 17 Tue Jun 2014 18 Wed 19 Thu 20 Fri 21 Sat 6/16/2014 12'00:00 AAA- 6/23/2014 12_00.00 AM 22. Sun 23 Mon 0.20 0.15- v E O 10- 613 XII Ile 19 2014 Storm Ave Wet Flow Rate (0_009 mgd);Total (0.062 mgal):0.19 AIDWF Rate (0.006 mgd)=0.00 Level (0_584 in):2.78 0.05 -- n eb u 0.00 --""� r 2.5= 2.O = c 1.5 1.0 = Jun 2014 AtA,, Level Peak 2.78 in_ 17 Tue 1s Wed 19 Thu 201 Fri 21 Sat 6/16/2014 12:00:00 AM - 6/23/2014 12=00=00 AM 22 Sun 23 Mon 0.3- a 0.2 - F O - O.O 0.8 0.6 - S 0.4 - 0.2- 0.0 0.025 - 0.020 - 6B June 30 2014 Storm Ave_ Wet Flow Rate (0.005 mgd):Total (0.037 mgal):0.31 Rainfall (3.670 in): Ave. Dry Rate (0.006 mgd):0.01 m0.015 - E 0.010- .01O- 0.005- 0.005- 0.000 0.000 I. �I Rain Peak is 0.77 in 4w\ Aithrg*L ri`n1ik) \,“! h Jun 2014 28 Sat 29 Sun 30 Mon 1 Tue 2 Wed 6/27/2014 12:00:00 AM - 7/4/2014 12:00:00 AIVI 3 Thu 4 Fri 0.30 0.25 0.20 E 0.15 0.10 0.05 0.00 3.5 c 3.0 2.5 2.0 1.5 1.0 0.5 0.0 sB June 30 2O14 Storni Ave Wet Flow Rate (0.005 mga):Total (0.037 mgal):O.31 Level (0.555 in):3.47 ADWF Rate (0.006 mgd):O.O1 Jun 2014 28 'Sat 29 Sun 30 Mon 1 Tue 2 Wed 6/27/2014 12:00:00 AM - 7/4/2014 12:00:00 AM 3 Thu 4 Fri =ytf�,.w:,r�y Y J Vx`�.., r�a6' �vrr^1 Level Peals is 3.47 in, ,,,. FNM �`'V -t „ 4N -w - 4w.ry1 Jun 2014 28 'Sat 29 Sun 30 Mon 1 Tue 2 Wed 6/27/2014 12:00:00 AM - 7/4/2014 12:00:00 AM 3 Thu 4 Fri 6C Stone 19 2014 Storm Ave_ Wet Flow Rate (1_352 mgd);Total (9.468 mgal):5.01 Rainfall (5.530 in): 5 — 4 — -4=1 3 2 _ 0.5 0.4 0.3 0.2 0.1 0 1.4 Ave_ Dry Rate (0.867 mgd):0.51 it ut L r✓ . + Iry y ..-+IM j L. `S'irt`•R....ti.+kvyyY,,,,�_�o� �"�i''�^'�1+�+••�,..4,r-�.tir'xnh^L1�«+v"'ti+^A Rain Peak is 0.52 in, 0.6 O.4 17 Tue Jun 2014 18 Wed 19 Thu 20 Fri 21 Sat 6/16/2014 12:00:00 AM - 6/23/2614 12:00:00 AM 22 Sun 23 Mon 6C lune 19 2014 Storm Ave Wet Flow Rate (1.352 mgd);Total (9.468 mgal):5.01 Level (7_ ):16.32 ADWF Rate (0.867 mgd):0.51 5 - 4- _ a 2 - 16 - 1 16- 14 -I 12- 10- 8- 6- 1 ti �l+�yypy�hl��a `�•1v.,1.rr�.�n� 1 Level Paak is 16.32 in _ Lt",t-40,,,vx\A J 1 17 Tue Jun 2014 18 Wed 19 Tttu 201 Fn 21 Sat 6/16/2014 12:00:00 AM - 6/23/2014 12:00:00 AM 22 Sun 23 Mon 6C Ione 30 2014 Storm Ave_ Wet Flow Rate (1_573 mgd):Total (11_017 mgal)_7.76 Ave_ Dry Rate (0.867 mgd):0.76 Rainfall (3.670 in): 8- 6- _ E 4- _ a= 0.8 r Yv� �'�"�"",�'"`�i--«t,_,rr}-�-.-•lv ,�•ti.�„«.,v.,-.,�._v`^w�-.�-K--.rte»,_..,-.�-q _..�.-... 0.6- 0_4 .6- 0.4 � 0.2 -. 0.0 1 _4- 1.2- a_1.O- 0.8- 0.6- 0 4 - 0.4 Rain Peak is _77 in 10%);,*4,p6fro\ Jun 2014 28 Sat 29 Sun 30 Mon 1 Tue 2 Wed 6/27/2014 12.00:00 AM - 7/4/2014 12:00:00 AM 3 Thu 4 Fri 8 7- 6 5, a E 4- 6C Tune 30 2014 Sro(11l Ave Wet Flow Rate (1.573 mgd);Total (11_017 mgal):7.76 Level (8.287 in):22.09 AI7WF Rate (0.867 mgd):0.76 3� 2- 1 20 15 10- 5 Level Peak is 22.09 in 28 Sat 29 Sun 30 Mon 1 Tue 2 Well Jun 2014 6/27/2014 12:00:00 AM - 7/4/201 4 12.00:00 AM 3 1171u 4 Fn 0.6 a 0.4 0.2 0.0 0.5 0.4 = 0.3 0.2 0.1 0.0 0.4 0.3 e 0.2 0.1 7A Flow Meter white street next to fulton June 19 241.4 storm Ave_ Wet Flow Rate (0.213 mgd):Total (0.792 mgal):0.49 Ave_ Dry Rate (0.204 mgd):0_12 Rainfall (5.530 in):0.44 A f' iW ‘.� � V/M�,{ 1, r l i -1 - - \ litid\- �� Rain Peak is 0.52 in - i , L - - 1,01*1� Iwi , , 4 I � i 17 Tue Jun 2014 18 Wed 19 Thu 20 Fri 21 at 6/16/2014 12:00:00 AM - 6/23/2014 12:00:00 AM 22 Sun 23 Mon white street next to fulton June 19 2014 Storm Ave Wei Flow Rate (0.213 mgd);Total (0.792 mgal):0.49 Level (4.780 In):28_54 AIDWF Rate (0.204 mgd):0.12 0.6- _ 0.5 0.4- E .4— E 0.3— ' O.1 (� r c 0.0 40- 30- 20- 10- O L Level Peaic is 42.94 in 17 Tue 18 Wed 19 Thu 20 Fri 21 Sat Jun 2014 6/16/2014 12:00_00 AM - 6/23/2014 12:00:00 AM 22 Sun 23 Mon 0.4 - rn 0.2 - ; 0_0- -0.2- 0.8 white street next to Fulton June 30 2014 Storni Ave_ Wet Flow Rate (0.062 mgd):Total (0.439 mgal):0.51 Rainfall (3.670 in): Ave_ Dry Rate (0.204 mgd):0_24 �.11r'jll �Y`�f 0_6- c 0_4- rn F 0.2- 0.2 0.0 L 0.4- _1 .4- 0_3- 0.1 - w,. L� Rain Peak is 0.77 in i 3 Thu 28 Sat Jun 2014 29 Sun 30 Mon 1 Tue 2 Wed 6/27/2094 92:00:00 AM - 7/4/2014 92:00:00 AM 4 Fig 3 Thu 4 Fri white street next to fulton June 30 2014 Storm Ave Wet Flow Rate (0.062 mgd):Total (0.431 mgal)_0.51 Level (5.999 in):47.09 ADWF Rate (0.204 mgd):0.24 0.5- 0.4 - 0.3- 0_2 - ar E - O.O- -O.2 50- 40- 30 c 20- 10- t Level Peal. is 48.48 in i • 28 Sat 29 Sun 30 Mon 1 Tue 2 Wed 6/27/2014 12:00:00 AM - 7/4/2014 12:00:00 AM Jun 2014 8 6 � 4 2 O 0 0.4 0.3 0.2 0.1 0.0 0.15 0.05 7B Flow Meter 2404 White Jane 19 2014 Storni Ave. Wet Flow Rate (0.161 mgd);Total (1.128 mgal)=7.92 Ave. Dry Rate (0.088 mgd):0.03 Rainfall (5.530 in):0.03 - f - - - - l4� be 6...1,_ - in Rain Level is 0.52 _ . T j1/41° - . i Jun 2014 17 Tue 18 Wed 19 Thu 20 Fri 21 Sat 6/16/2014 12:00:00 AM - 6!23/2014 12:00:00 AM 22 Sun 23 Mon 7- 6- 5- -t= 3-4 2 C 2404 White June 19 2014 Storm Ave Wet Flow Rate (0.161 mgd);Tatal (1.128 mgal):7.92 AOWF Rate (0.088 mgd):0_03 Level (2.758 in):19.38 1= O 20- 15- 10-4 5— A. — 1 17 Tue Level Peal< is 20.68 in 18 Wed 19 Thu 20 Fri 21 Sat Jun 2014 6/16/2014 12:00:00 AM - 6/23/2014 12.00:00 AM 22 Sun 23 Mon 6 2 O 0.8 2404 White lune 30 2014 storm Ave_ Wet Flow Rate (0.162 mgd):Total (1.136 mgal):7.55 Rainfall (3.670 in): Ave. Ellry Rate (0.088 mgd):0.05 .6 0.4 - 0.2 - 0.0 0.15- 3 0.10- 0.05 - Rain Level is 0.77 in Jun 2014 28 Sat 29 Sun 30 Mon 1 Tue 2 Wed 6/27/2014 12:00:00 AM - 7/4/2014 12:00:00 AM 3 Thu 4 Fri c 2404 White June 30 2014 Storm Ave Wet Flow Rate (0.762 mgd):Total (1.136 mgal)=7.55 Level (2.812 in):21.64 ADWF Rate (0.088 ingd):O.O5 7- 6- 5 4- 3- 2 y 1— o - 20- 15- 10- 6 - Level Peak is 21.82 in i 28 Sat 29 Sun 30 Mon 1 Tale 2 Wed Jun 2014 6/27/2014 12:00:00 AM - 7/4/2014 12:00:00 AM 3Tiu 4Fri APPENDIX F — Senior High School Smoke Testing July 2014 TI -IE CITY OF Dubuque AA-AmericaCRN DUB E1110.1 Masterpiece on the Mississippi 2012 August 12, 2014 Mr. Burkhart Assistant Manager of Buildings and Grounds Dubuque Community Schools 2300 Chaney Road Dubuque, IA 52001 Re: Senior High School Smoke Testing - July 31, 2014 Dear Bill, Engineering Department City Hall 50 W. 13th Street Dubuque, Iowa 52001 563.589.4270 563.589.4205 (fax) www.cityofdubuque.org Please find enclosed the City of Dubuque's most recent Senior High School Smoke Testing Report from July 31, 2014. As you are aware, the City of Dubuque is taking all necessary measures to reduce sanitary sewer overflows throughout the City focusing on five key sewersheds as required by Case 2:11-cv-01001-EJM, United States of America and the State of Iowa v. the City of Dubuque, Iowa, Civil Action Number 2008V00041, DOJ Case Number 90-5-1-1-09339 effective June 27, 2011. Extraneous flow into the sanitary sewers from storm sewers and roof drains reduces capacity in the sanitary sewers and is a known cause of sanitary sewer overflows. Dubuque's Senior High School is located in Sewershed 11, one of the key sewersheds, upstream of a known sanitary sewer overflow location at Rosedale Avenue and Locust Street. We look forward to meeting with you discuss the results of the report. Sincerely, Denise B:l,Y trig Environmental Engineer THE CITY OF DuB Mcisterpiece on the Mississippi Dubuque bfrd AA•Amertca CAP hI II? 2.007 .1012 . 3013 Senior High School Smoke Testing Report 1800 Clarke Dr. Date of testing: July 31, 2014 Purpose Engineering Department 50 W. 13i11 Street Dubuque, IA 52001 Office (563) 589-4270 Fax (563) 589-4205 enginecr(FUcityo&lubuque.org www.cityofdubuque.org The purpose of this report is to yield the results for the smoke testing conducted at Senior High in Dubuque, IA on July 31, 2014. The testing was conducted to detect openings and cross connections contributing to inflow and infiltration (I&I) into the City's sanitary sewer collection system. Smoke testing is a quick and inexpensive method of detecting I&I sources in sewer systems. Reducing I&I can reduce collection, operation and treatment costs for the wastewater treatment plant and can also prevent sanitary sewer backups and overflows. This report describes the type and location of defects detected from the smoke testing. It also provides recommendations for repair of noted defects or for further investigation to identify specific defect source(s). Smoke Test Procedure On July 31, 2014 a crew consisting of six city employees performed smoke testing on Senior High School. Prior to testing, notices of smoke testing were publicized in the local newspapers, local radio stations, and on the City of Dubuque's website. Along with the public notices, all residents within a one block radius of Senior received a door hanger 24 hours prior to testing. The information was distributed to inform residents of the smoke testing's purpose and timing. The notice also reminded residents to fill unused drains with water to avoid having smoke enter their homes. Three gallons of liquid smoke were used at three key sanitary manholes on Senior High campus. The three manhole locations covered roughly 745,000 square feet of the Senior High campus including all buildings on the site. At each location, a blower was placed over the opening of the manhole, introducing air and smoke into the sanitary sewer system, thereby forcing smoke through the connected sewer lines. The supply of smoke was continuous until the area was thoroughly examined and any defects recorded. Table 11-1 Smoke Testing Observations -Senior High July 31. 2014 Figure Defect ID Location Observation Recommendation 01 11-501, 11-502 Nora Gym roof Smoking roof drain Dye test 02 11-S01 Nara Gym roof Smoking roof drain Dye test 03 11-502 Nora Gym roof Smoking roof drain Dye test 04 11-S03 Nora Gym roof Smoking roof drain Dye test 05 11-504 Nora Gym roof Smoking roof drain Dye test 06 11-505 Cafeteria roof Smoking roof drain Dye test 07 11-506 Cafeteria roof Smoking roof drain Dye test OS 11-507 Cafeteria roof Smoking roof drain Dye test 09 11-508 Cafeteria roof Smoking roof drain Dye test 10 11-S09 Roof above Main Administration Smoking roof drain Dye test 11 11-510 Roof above Main Administration Smoking roof drain Dye test 12 11-511 Between Nora Gym and Clark Drive Smoking manhole Televise sewer line 13 11-512 Between Nora Gym and Clark Drive Smoking manhole Televise sewer line 14 11-513 Parking lot Smoking manhole Televise sewer line 15 11-S14 Courtyard Smoking cleanout Televise sewer line 16 11-S15 Courtyard Smoking grass Televise sewer line NA 11-516 Courtyard Manhole began smoking 5-10 minutes into test_ Televise sewer line iS. Figure OS: Defect 11-504: Nora gym roof: Regan smoking 5-30 minutes into test. Figure 07: Defect 11-506: Cafeteria roof: Began smoking 5-30 Figure 06: Defect 11-505: Nora gym roof: Began smoking 5-30 minutes into test. Figure OS: Defect 11-507: Cafeteria roof: Began smoking 5-30 minutes into test. minutes into test_ Figure 13: Defect 31-512: Between Nora Gym and Clark Drive. Began smoking immediately. Figure 15: Defect 11-514: Courtyard_ Began smoking immediately. 01 D -i -c 1� s cl ` t 6,7 � •J M� r� ar Figure 14. Oefeet 11-513. East parking lot_ Began smoking immediately. Figure 26: Defect 11-515: Courtyard. Began Smoking 10-20, min ute5 into test_ _ -- i U - 6 7 APPENDIX G — Fats, Oils, and Grease (FOG) Leaflet and Food Establishment Notice TI -LE CITY OF Dui Masterpiece on the Mississippi Name Address Dubuque, Iowa Dear NAME Dubuque I America y 11111! I 2007 •2012 ' 2013 Water & Resource Recovery Center 50 W. 131h Sheet Dubuque, Iowa 52001 563.589.4270 563.589.4205 (fax) www.cityofdubuque.org City of Dubuque Fats, Oils, and Grease Program Announcement The City of Dubuque has developed a Fats, Oils, and Grease (FOG) program to address the sanitary sewer overflows in our community caused by grease deposits into the sanitary sewer system. Unfortunately, many of the grease related overflows are located directly downstream of food establishments; having adequate controls of grease at the source is the only way to combat these violations of the Federal Clean Water Act. The City of Dubuque is currently under a Consent Decree with the US Environmental Protection Agency (EPA) to eliminate sanitary sewer overflows from all causes. Therefore it is imperative that we work together to better manage our FOG in the City of Dubuque. As a food establishment (FE) manager/owner, we want to provide you with the information you will need to navigate the FOG program. The first step is this notice showing what risk level your facility is. Based on the criteria listed below the food establishment located at (insert address) is designated as a (insert High, Medium, Low) Risk Food Establishment. • Health Services Department menu designation (High, Medium, and Low Risk) • The City's documentation showing Sanitary Sewer Overflows downstream of a Food Establishment (FE) • Historic violations of the FOG program and its ordinance* • The FE's FOG Operation and Maintenance Management Plan* "Criteria used following initial designation or to prompt a change of designation To assist you in determining what the risk designation means, we have set three upcoming meetings to provide you with information and educational materials in line with the new FOG program, please feel free to attend one of the following scheduled opportunities at the: Grand River Center 500 Bell Street, Dubuque, IA 52001 8:30 am Tuesday, September 2, 2014 — Meeting Rooms 1 & 2 8:30 am Tuesday, October 14, 2014 — Meeting Rooms 5 & 6 8:30 am Tuesday, November 4, 2014 — Meeting Rooms 1 & 2 In addition, we have enclosed an informational leaflet and have to two full time staff members, Nick Connolly and George Nauman, ready to assist you; they can be reached on 563.690.6554 or 563.690.6061. The full copy of the FOG program is available on the City's website http://www.cityofdubuque.orq/FOG. We appreciate your partnership in attaining a more sustainable Dubuque and look forward to working with you. Sincerely, Jonathan Brown Water & Resource Recovery Plant Manager The Inspection: What to Expect The City of Dubuque will perform compliance inspections. The important items die City will verify are.: The FOG removal device (interior grease trap or exterior interceptor) is under 250,13 full of FOG and solids. This will be done via physical inspection by the City_ Maintenance records, including accurate measurements, are on-site and available at the request of the inspector_ Records rilust he kept for a oerind of 3 years_ Any additional requirements from the official inspection report. Violations resulting in nemenmpliance with any FOG program requirements will result in subsequent inspections and/or penalties in accordance with Title 1-4-2. Food Establishments Know your responsibilities ' Acc." cluaft to Il.+buaittv's (:.1y Ordil..uice I 1 - ' 1 i es l9lry.rily dinrle:arge, any watt, aer wasta• 1I e:ns, nils, ur gre:esa% whether emulsified n/ excess of one hundred mlllltlranas per liter 1 I 1 n1 1 �1;� I • init. the sanitary sewer systems. Ordin. o .\meinlnicnt 42-14 stales that it InsChae7_r• I•r r1u 11 .uuf I ..1 Ilia Fre are reeluu•ed for all 100.0 eStalli.a. u1.• 1u • •1in1•..erd 113 tha• Puhli+iy Owned Treanu •.e1 FOG Permit Required • Submit an application for Discharge Permit along with the Permit Fee per the FOG Program. • Submit a FOG Operation and Management Plan. • The Water 8c Resource Recovery Center will then contact the FE to schedule an inspection_ • For further details, see FOG Program at www cityofdrlhnrpte ors/FOtit S U S T A I N A B L DusuauE viable e. livable • equitable This project supports the Sustoinoble Dubuque principle orCleon Wooer www.sustain abledubuq ue_org City Of Dubuque Fats, Oils, and Grease Program m s- 1 program to prevent sanitary sewer ovicert7ows :.incl sewer hack -ups by inhibiting Fats, Oils and Grease (FOG) from centering the sanitary sewer system. "1 can't see it, so !guess it's goner tea.: —Nit. In Dubuque, over eight miles of sewer lines, less than 3% of the City's total sanitary sewer length, need to be cleaned on a regular basis due to FOG. Since 2010, those lines have been cleaned a combined total of 3,910 times in order to prevent overflows, compared to once every five to six years for traditional maintenance. A major component of the City's FOG program Involves mandatory Inspections of all food establishments and their grease control device(s). FAQS Frequently Asked Questions What is a grease trap? A trap is a grease control device inside the establishment a short distance from the grease producing area. Baffles in the reservoir retain the wastewater long enough for the grease to congeal and rise to the surface. The grease can then be removed and disposed of properly. What is a grease interceptor? An interceptor is a vault, typically with a minimum capacity of 500 gallons, which is located on the exterior of the building_ The vault includes a minimuen of two compartments, and Flow between each compartment is through a 90 -degree fitting designed for grease retention. The capacity of the interceptor provides adequate residence time so that the wastewater has time to cool, allowing any remaining grease not collected by the baffles time to congeal and rise to the surface where it accumulates until physically removed. May I use chemicals, enzymes or bacteria in my grease removal device or drains? The City Ordinance Amendment 42-14 of Title 13 prohibits the use of enzymes. emulsifying chemicals, hot water or any other agents as a grease abatement method_ These chemicals keep the FOG emulsified long enough to become at serious problem downstream in Publicly Owned Treatment Works (POTW). www.cityrtfctuhuglle_org/FOG Am I considered a Food Establishment (FE)? An FE is a place of business; a commercial facility: or a nonprofit or tax-exempt organization where fond is prepared and intended for individual portion set -vice, whether consumption occurs on or oft premises_ These facilities include, but are not limited to, restaurants, tnnd manufacturers, food processors, commercial kitchens, hospitals, schools, hotels and motels, bakeries, caterers, religious institutions, correctional facilities. prisons. nursing homes, care facilities, and any other facility preparing, serving or otherwise making any food available for consumption. DoE need a grease trap or interceptor? Any food establishment that introduces FOG into the sewage system in quantities large enough to cause blockage or hinder sewage treatment is required to install a grease trap, interceptor m- other FOG -removal device_ The City of Du huque Health Services Department and the WgeRRC can assist you with determining the need for a grease interceptor. How often do I need to clean my grease interceptor? Grease interceptors need to he cleaned a minimum of every 30 days. Some establishments will find it necessary to clean their interceptors more than the minimum to maintain less than 253it of FOG and solids- If the establishment is required to clean it too Often, the owner may consider installing a larger trap or interceptor_