US EPA Consent Decree Semi Annual ReportCopyrighted
April 6, 2020
City of Dubuque Consent Items # 17.
ITEM TITLE: US EPA Consent Decree Semi Annual Report
SUMMARY: City Manager transmitting the March 31, 2020 Consent
Decree Semi Annual Report that was submitted to the U.S.
Environmental Protection Agency.
SUGGESTED DISPOSITION: Suggested Disposition: Receive and File
ATTACHMENTS:
Description
Type
US EPA Consent Decree March 31, 2020 Semi Annual City Manager Memo
Report-MVM
Staff Memo
Consent Decree Semi Annual Report 3-31-20
Consent Decree Appendix
Staff Memo
Supporting Documentation
Supporting Documentation
Masterpiece on the Mississippi
TO: The Honorable Mayor and City Council Members
FROM: Michael C. Van Milligen, City Manager
SUBJECT: March 31, 2020 Semi Annual Report
U.S. EPA Consent Decree Required Submittal
DATE: April 1, 2020
Dubuque
kritil
All-A.aia City
111111
2007.2012.2013
2017*2019
City Engineer Gus Psihoyos is transmitting the March 31, 2020 Consent Decree Semi
Annual Report that was submitted to the U.S. Environmental Protection Agency.
7-.
Mic ael C. Van Milligen
MCVM:jh
Attachment
cc: Crenna Brumwell, City Attorney
Teri Goodmann, Assistant City Manager
Cori Burbach, Assistant City Manager
Gus Psihoyos, City Engineer
Masterpiece on the Mississippi
TO: Michael C. Van Milligen, City Manager
FROM: Gus Psihoyos, City Engineer
DATE: March 31, 2020
RE: March 31, 2020 Semi Annual Report
U.S. EPA Consent Decree Required Submittal
Dubuque
kited
1II•AiueHea City
11111.1
2007.2012.2013
2017*2019
INTRODUCTION
The purpose of this memorandum is to present the March 31, 2020 Consent Decree
Semi Annual Report to the City Council that was submitted to the U.S. Environmental
Protection Agency on March 31, 2020.
BACKGROUND
The City of Dubuque 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
on March 31st and September 30th after the effective date of the Consent Decree.
DISCUSSION
The purpose of the Semi Annual report is to provide information related to the City's
efforts to comply with the Consent Decree. The report specifically includes
documentation on all Sanitary Sewer Overflows, a summary and status of projects
including the Water Resource Recovery Center upgrades, a listing of any NPDES
violations, and efforts and actions taken to reduce sources of infiltration and inflow.
ACTION TO BE TAKEN
No action requested. The Semi Annual Consent Decree report is provided for the
information recorded therein.
cc: Barry Lindahl, City Attorney
Deron Muehring, Civil 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
March 31st, 2020
Consent Decree No. 2:11-cv-01011-EJM
March 31, 2020
Table of Contents
1.0 CERTIFICATION 1-4
2.0 INTRODUCTION 2-5
2.1 Background 2-5
2.2 Purpose 2-5
2.3 Report Summary 2-5
3.0 SANITARY SEWER OVERFLOWS
3.1 Sanitary Sewer Overflow Record
3.1.1 Dry Weather Overflows
3.1.2 Wet Weather Overflows
3.2 SSO's Effect on Public Health and Water Quality
3.3 Measures Enacted to Minimize Duration and Impact
3.4 Measures Enacted to Stop the Overflow Event
3.5 Measures Enacted to Prevent Another Recurrance
3.6 Capturing Key Way Overflows
3.7 Warning Sign Postings
3-7
3-7
3-7
3-9
3-10
3-10
3-10
3-10
3-10
3-11
4.0 WATER & RESOURCE RECOVERY CENTER UPGRADE 4-12
4.1 Project Planning 4-12
4.2 Current Project Status 4-13
4.3 Biosolid Accumulation Prevention at the W&RRC 4-13
5.0 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES). 5-14
5.1 Summary of all NPDES Permit Requirement Information 5-14
5.2 NPDES Violations at the WRRC During The Reporting Period 5-14
6.0 INFLOW & INFILTRATION REDUCTION PROGRAM ERROR! BOOKMARK
NOT DEFINED.
6.1 Background 6-15
6.2 Flow Metering 6-15
6.2.1 Sewershed 5 Flow Metering 6-16
6.2.2 Sewershed 7 Flow Metering 6-17
6.2.3 Sewershed 10 Flow Metering 6-21
6.2.4 Sewershed 11 Flow Metering 6-23
6.2.5 Sewershed 12 Flow Metering 6-23
6.3 Source Investigations 6-25
6.3.1 Private Property Inspections 6-25
6.3.2 Dye Testing 6-26
6.3.3 Smoke Testing 6-26
6.3.4 Manholes 6-26
6.3.5 Sanitary Sewer 6-26
i
6.4 Corrective Action Plan 6-26
7.0 CORRECTIVE ACTION PLAN IMPLEMENTATION SCHEDULE 7-28
7.1 Sewershed 11 corrective action plan schedule 7-28
7.1.1 Private Property Corrections 7-28
7.1.2 Sanitary Smoke Testing: Private Corrections 7-31
7.1.3 Sanitary Smoke Testing: Storm Sewer Corrections 7-32
7.1.4 PACP Grade 4 Sewer Pipe Corrections 7-38
7.1.5 PCAP Grade 5 Sewer Pipe Corrections 7-39
7.2 Sewershed 12 corrective action plan schedule 7-39
7.2.1 Private Property Inspections Corrections 7-39
7.2.2 Sanitary Smoke Testing: Private Property Defects — Laterals 7-43
7.2.3 Sanitary Smoke Testing: Private Property Defects — Various 7-44
7.2.4 Sanitary Smoke Testing: Public Property Corrections 7-44
7.2.5 Sanitary Smoke Testing: Storm Catch Basin Corrections 7-45
7.2.6 Sewershed 12 Manhole Corrections 7-45
7.2.7 Sewershed 12 Brick Manhole Corrections 7-46
7.2.8 Sewershed 12 Sanitary Sewer Rehabilitation/Corrections 7-47
7.3 Sewershed 7 corrective action plan schedule 7-49
7.3.1 Private Property Inspections and Corrections 7-49
7.3.2 Sanitary Smoke Testing - Private Defects 7-50
7.3.3 Sanitary Smoke Testing: Public Sanitary Sewer Corrections 7-52
7.3.4 Sanitary Smoke Testing: Storm Sewer Corrections 7-54
7.3.5 Sewershed 7 Manhole Corrections 7-57
7.3.6 Sewershed 7 Brick Manhole Corrections 7-58
7.3.7 Sewershed 7 Sanitary Sewer Corrections 7-59
7.4 Sewershed 5 corrective action plan schedule 7-60
7.4.1 Failed and Corrected Private Property Inspections 7-60
7.4.2 Sanitary Smoke Testing — Private Property Defect Corrections 7-62
7.4.3 Sewershed 5 Manhole Corrections 7-63
7.4.4 Sewershed 5 Carter Road Detention Basin - Manhole Corrections 7-67
7.4.5 Sewershed 5 Sanitary Sewer Corrections 7-68
7.5 Sewershed 10 corrective action plan schedule 7-70
7.5.1 Failed and Corrected Private Property Inspections 7-70
7.5.2 Sanitary Smoke Testing — Private Property Defects 7-75
7.5.3 Sewershed 10 Sanitary Sewer Manhole Corrections 7-77
7.5.4 Sewershed 10 Sanitary Sewer Rehabilitation 7-80
7.5.5 Sewershed 10 Sanitary Sewer Replacement 7-81
8.0 CMOM UPDATE 8-83
8.1 The CMOM Program 8-83
8.2 CMOM Implementation 8-83
8.2.1 Fats, Oils, and Grease 8-83
9.0 ASSESSMENTS AND ENGINEERING ANALYSES 9-84
ii
TABLES
Table 2-1 Organization of information required by the Consent Decree 2-6
Table 3-1 Sanitary sewer overflows during the reporting period 3-7
Table 4-1 Significant deadlines for the Water & Resource Recovery Center 4-12
Table 5-1 Monthly operating reports submitted during the reporting period 5-14
Table 6-1 Sewershed 5 Flow Meter Data Summary 6-16
Table 6-2 Sewershed 7A Flow Meter Data Summary 6-18
Table 6-3 Sewershed 7B Flow Meter Data Summary 6-19
Table 6-4 Sewershed 10 Flow Meter Data Summary 6-21
Table 6-5 Sewershed l0w Flow Meter Data Summary 6-22
Table 6-6 Sewershed 11 Flow Meter Data Summary 6-23
Table 6-7 Sewershed 12 Flow Meter Data Summary 6-24
Table 6-8 Private Property Inspection Progress 6-26
FIGURES
Figure 6-1 Map of priority sewersheds for I&I investigation 6-25
APPENDICES
APPENDIX A —
APPENDIX B —
APPENDIX C —
APPENDIX D —
APPENDIX E —
APPENDIX F —
FLOW METER LOCATION MAP
SEWERSHED 5: LOCATION MAP AND FLOW METER DATA
SEWERSHED 7: LOCATION MAP AND FLOW DATA
SEWERSHEDS 10: LOCATION MAP AND FLOW DATA
SEWERSHED 11: LOCATION MAP AND FLOW DATA
SEWERSHED 12: LOCATION MAP AND FLOW DATA
iii
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 knolations.
Gus N. Psihoyos
City Engineer
b--r--
1-4
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 30, 2019 and September 30, 2019, minus the document transportation dates
to ensure deliver of the report by the deadline.
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.
2-5
Table 2-1. Organization 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(b)iii
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
4.0
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 in 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
Following completion of
remedial measures
16
Demonstrate all SSO and by-passes have been
eliminated
Following completion of
remedial measures
17
If SSO or by-pass occurs, submit Remedial Plan and
Schedule
Applicable after completion
of remedial measures
18
If SSO or by-pass occurs due to O&M, submit
Remedial Plan and Schedule
Only applicable after
completion of the remedial
measures
2-6
3.0 Sanitary Sewer Overflows
3.1 SANITARY SEWER OVERFLOW RECORD
There were six (6) wet weather and five (5) dry weather sanitary sewer overflows during the six-
month 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. The
precise start time of the overflow may not be reported as it is dependent upon a member of the
public or City staff 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.
Table 3-1. Sanitary sewer overflows occurring since last renortineriod
Reporting Period SSO#
1-3
4
5
Sewershed No.
11
15
20
Local Address
65 N Booth; 825 W. Locust
St; 950 W Locust St; MH on
W. Locust and Rosedale.
Catfish Creek Lift
Station
Cedar Street Lift Station
Start Date
10/01/2019
10/01/2019
10/01/19
Start Time
3:55 p.m.
10:45 p.m.
10:30 p.m.
End Date
10/02/2019
10/02/2019
10/02/19
End Time
11:50 p.m.
10:30 a.m.
11:30 a.m.
Est. Overflow Volume
235 gallons per basement
(3 reported) and 2500
gallons into street
7,000 gallons
7,800 gallons
Downstream
Waterbody
-
Catfish Creek
Bee Branch Creek
Suspected Cause
I&I
I&I
I&I
Reporting Period SSO#
6
7
8
Sewershed No.
1
11
3
Local Address
2440/2450 University
Avenue
Manholes at W. Locust
St. and Rosedale
Manhole at 11800
North Cascade Road at
Miners Lane
Start Date
10/02/19
10/02/19
11/07/19
Start Time
12:07 p.m.
9:46 p.m.
1:20 p.m.
End Date
10/02/19
10/02/19
11/07/19
End Time
2:30 p.m.
10:15 a.m.
04:30 p.m.
Est. Overflow Volume
100 gallons per home
2,000 gallons
500 gallons
Downstream
Waterbody
-
Bee Branch Creek
-
Suspected Cause
Blockage (roots)
I&I
Partially Closed Valve
3-7
Reporting Period SSO#
9
10
11
Sewershed No.
7
5
15
Local Address
2780 Broadway Street
2300 bk of Martin Dr.
777 Edwards Rd.
Start Date
12/23/19
12/29/19
3/23/20
Start Time
1:00 p.m.
5:00 p.m.
4:30 p.m.
End Date
12/23/19
12/29/19
3/23/20
End Time
2:30 p.m.
7:00 p.m.
8:00 p.m.
Est. Overflow Volume
50 gallons in basement
50-100 gallons
1,000 gallons
Downstream
Waterbody
-
-
Catfish Creek
Suspected Cause
Collapsed Main
between Broadway St.
and Gay St.
Blockage (roots)
Blockage (roots)
3.1.1 Dry Weather Overflows
3.1.1.1 2440 and 2450 University Avenue Sanitary Sewer Overflow
At approximately 3:55 a.m. on October 2nd, 2019 the City of Dubuque's Public Works staff was
notified of backups in two basements on University Avenue that started at about 12:07 p.m. and
ended around 2:30 p.m. the same day. A maintenance crew was dispatched to the location and
found a blockage in the line. The blockage was caused by roots blocking the sanitary sewer line.
It is estimated that 100 gallons of untreated wastewater backed into each of the homes based on
homeowner information. The line will be added to the maintenance and root foaming program.
3.1.1.2 North Cascade Road Manhole Overflow
The Public Works department discovered a manhole overflow at approximately 1:20 p.m. on
Thursday, November 7th, 2019 during an off -road inspection. The overflow occurred at 11800
N. Cascade Road and Miners Lane. The overflow ended around 4:30 a.m. the same day. The
overflow was caused by a valve being partially closed which limited the flow rate and
overflowed the manhole. It is estimated that approximately 500 gallons of untreated
wastewater overflowed onto the ground. The line was pumped, and the valve was opened to
prevent overloading the system. Farm Lime was used to treat the area. SSO signs were posted.
3.1.1.3 2780 Broadway Street Sanitary Sewer Overflow
At approximately 1:00 p.m. on December 22nd, 2019 the City of Dubuque's Public Works staff
was notified of a backup in a basement on Broadway Street that ended around 2:30 p.m. the next
day. A maintenance crew was dispatched to the location around 1:30 p.m. on December 22nd
and stayed overnight to keep the closest manhole pumped down. The main was found to be
collapsed around 8:30 a.m. on December 23rd. It is estimated that 50 gallons of untreated
wastewater backed into the basement. Construction to replace the pipe began immediately. The
main was fully replaced that same day.
3.1.1.4 2300 Bk Martin Drive Sanitary Sewer Overflow
At approximately 5:00 p.m. on Sunday, December 29th, 2019 the City of Dubuque's Public Works
staff was notified of an overflow on Martin drive that started at about 5:00 pm and ended around
7:00 p.m. the same day. A maintenance crew was dispatched to the location and the line was
3-8
jetted and flow was directed back into the pipe. A later inspection on Tuesday confirmed the
blockage was due to a buildup of roots in the line. It is estimated that 500-1000 gallons of
untreated wastewater entered the storm sewer system on Kaufmann Avenue. It is estimated that
25 gallons of untreated wastewater backed into the home. The roots have been removed and the
line will be added to the root foaming program.
3.1.1.5 777 Edwards Road Sanitary Sewer Overflow
The Public Works Department was notified at 4:30 p.m. on Monday, March 23, 2020 of an
overflowing manhole behind 777 Edwards Road. A maintenance crew was dispatched to the
location and found a blockage in the public main. The line was jetted opened and flow directed
back into the pipe by 8:00 p.m. The blockage was due to a buildup of roots in the line. It is
estimated that 1,000 gallons of untreated wastewater was discharged onto the ground. It is not clear
if any reached the downstream Catfish Creek. The roots were removed and the line was added to
the root foaming program.
3.1.2 Wet Weather Overflows
3.1.2.1 N Booth, W Locust, and W Locust and Rosedale Overflow
The Public Works department was notified of multiple sanitary sewer basement backups and
an overflowing manhole around 8:00 p.m. on Tuesday, October 1st, 2019. The backups
occurred at 65 N Booth, 825 W Locust St, 950 W Locust St. The overflowing manhole was
at W. Locust and Rosedale, the same sewer line as the basement backups. A maintenance
crew was dispatched to the location and the line was pumped down by 11:50 p.m. the next
day. It is estimated that approximately 235 gallons of untreated wastewater filled each home
basement and 2500 gallons entered the street. The area around the manhole was cleaned and
a warning sign was posted. The sign will stay up for the required 6 months unless provided
additional direction from the DNR.
3.1.2.2 Catfish Creek Lift Station Overflow
The Public Works department was notified of a lift station overflow at approximately 5:01
p.m. on Wednesday, October 2nd, 2019. The backup occurred at the Catfish Creek Lift Station.
The overflow started around 10:45 p.m. on Tuesday, October 1st, 2019 and ended around
10:30 a.m. the following day. The overflow was caused by the lift station and reroute pump's
inability to contain the additional flow from a heavy rainfall event. The reroute pump was
operated until the wet well was pumped down. The reroute pump will stay in place until mid -
November when the system will be shut down for the winter. It is estimated that
approximately 7000 gallons of untreated wastewater overflowed into Catfish Creek. The City
of Dubuque plans to construct an additional force main between the Catfish Creek lift Station
and the Water & Resource Recovery Center.
3.1.2.3 Cedar Street Lift Station Overflow
The Public Works department was notified of a lift station overflow at approximately 5:01
p.m. on Wednesday, October 2nd, 2019. The backup occurred at the Cedar Street Lift Station.
The backup started around 10:30 p.m. on Tuesday, October 1st, 2019 and ended around 11:30
a.m. the following day. The overflow was caused by the lift station and reroute pump's
inability to contain the additional flow from a heavy rainfall event. It is estimated that
approximately 7800 gallons of untreated wastewater overflowed into Bee Branch Creek.
3-9
3.1.2.4 W. Locust & Rosedale Ave Sanitary Sewer Overflow
At approximately 7:30 a.m. on October 2nd the City of Dubuque's Public Works staff
noticed that sanitary sewer manholes on West Locust Street at Rosedale were experiencing
overflows. The overflows began at approximately 9:46 p.m. on October 2nd, 2019 and ended at
about 10:15 p.m. the same day. Public works crews were notified of a possible surcharged line at
9:18 p.m. Public Works crews dispatched to the area found that the overflow lasted about half an
hour. An estimated 2,000 gallons of untreated wastewater was released from the system. I&I
reduction improvements are programmed for the 2020 construction season to address overflows
in Sewershed 11.
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 area to document the condition of the
site and to perform clean-up activities as necessary.
The SSO's were reported to the Iowa DNR Manchester Office within 24 hours of discovery. In
the relevant cases, a sign was posted in accordance with the Consent Decree at a location near the
intersection where the overflow occurred.
3.3 MEASURES ENACTED TO MINIMIZE DURATION AND IMPACT
The City minimized the duration and impact of the SSOs by quickly responding to, and taking
steps necessary to halt, the SSOs after they were discovered by City staff. The City maintains
pumps and hoses to return wastewater flows back to the sanitary sewer system and minimize the
duration of the overflow.
3.4 MEASURES ENACTED TO STOP THE OVERFLOW EVENT
The City takes various steps the eliminate the SSO that depend on the nature of the SSO. First and
foremost, the City dispatches crews in a timely manner to investigate a possible SSO. Those
resulting from debris in the line are typically addressed by jetting the line. The sewer is then
televised to see if there are structural defects that might lead to blockage. When there is excess
flow to the Catfish Creek Lift Station or the Cedar Street Lift Station, the City uses temporary
pumps and hosing to convey the excess flow to other parts of the system that can handle the
additional wastewater.
3.5 MEASURES ENACTED TO PREVENT ANOTHER RECURRANCE
The City of Dubuque 5-year capital improvement plan includes the construction of an additional
forcemain between the Catfish Creek Lift Station and the Water & Resource Recovery Center.
Planning and design funding is currently budgeted with funding for construction tentatively
proposed for the next fiscal year.
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 Keymeer Drive and 3507 Keystone Drive. No sanitary
sewer overflows occurred at this location during the reporting period.
3-10
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. Signs have been installed and remain at the exterior
overflow locations.
3-11
4.0 Water & Resource Recovery Center
Construction Upgrade
The information stated in this section is a restatement from previous Semi -Annual reports, and
remains in the report for reference along with maintained compliance with the Consent Decree's
reporting requirements. New information is presented in Section 4.2.
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
Project Completion
Date
Digester Startup
January 7, 2013
Sludge Processing Startup
February 6, 2013
Excess Flow Equalization
April 18, 2013
Aeration Tank Completion
June 21, 2013
Final Clarifiers
August 8, 2013
Substantial Completion
August 29, 2013
Upgrades completed and placed in service
per Section 11 of the Consent Decree
August 29, 2013
4-12
4.2 CURRENT PROJECT STATUS
The City of Dubuque's lead engineer, Strand Associates, certified the project as substantially
complete. A copy of the Substantial Completion letter was submitted with the March 31, 2014
Semi Annual Report. The W&RRC is fully operational and with all upgrades completed since
August 2013, well within the compliance date set by the Consent Decree.
As stated in their letter of March 23, 2017, the DNR inspected the W&RRC on 4/2/15 as a
requirement of the SRF program and prerequisite to finalizing the loan(s). It was the determination
of the DNR that the "project is considered complete for the purposes of finalizing the loan(s)."
In March of 2017, the City Council formally accepted the improvements to the W&RRC and
established the final contract in the amount of $54,942,567.00, officially closing the contract.
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.
4-13
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
Submitted
March 2019
April 2019
Apri12019
May 2019
May 2019
June 2019
June 2019
July 2019
July 2019
August 2019
August 2019
September 2019
5.2 NPDES PERMIT #3126001 VIOLATIONS AT THE WRRC DURING THE
REPORTING PERIOD
On January 2, 2020 an issue arose with one of the anaerobic digesters. Per the City's permit, it is
categorized as an "other non-compliance." At approximately 10:00 a.m. on 1/2/2020, staff were
taking steps to remove one of the draft tube mixers from the #2 anaerobic digester for inspection
and repair of bearings and seals. When attempting to raise the mixer with a crane, staff noted
sludge slowly bubbling out of the mixing tube. A decision was made to continue to raise the
mixer to see if the sludge would continue to flow out of the mixing tube. If it did, it would be
lowered back into place. The mixer was lifted out of the tube completely, and the sludge
continued to flow out of the mixing tube. An attempt was made to lower the mixer back into the
tube, but the mixer kept catching on the tube. Rather than damage the mixer, a cover plate was
placed and clamped down over the mixing tube, halting the flow of sludge from the tube. The
sludge was washed from the roof of the digester complex, and routed to a storm drain that
empties into an on -site infiltration basin. Staff built an earthen berm at the infiltration basin, and
installed a sump pump upstream of the berm, pumping, as much of the sludge as possible, into
the north excess flow equalization basin. Lime was applied to the affected area around the
infiltration basin. The instance was reported to the IDNR around 1:45 p.m. the same day.
The other permit violation at the WRRC was an exceedance of the 7-day average BOD limit
which was reported to the IDNR with the monthly reporting. during the reporting period.
5-14
6.0 Inflow & Infiltration Reduction Program
6.1 BACKGROUND
Prior to the Consent Decree date of lodging, the City had initiated a study to identify I/I within
the sewer system utilizing flow meters strategically placed throughout the City. Depending on
location, the meters measured the flow from each Sewershed for over a month with some up to
an eleven month period. Five of the twelve Sewersheds monitored 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, illustrated in Figure 6-1, before January 1, 2016.
The City completed its preliminary investigation of the five sewersheds prior to January 1, 2016.
As a result, the City has identified the capital improvements necessary to eliminate significant
sources of inflow and infiltration of storm and ground water into the collection system. These
improvements are identified in the Consent Decree Corrective Action Plan.
The City recognizes that its work toward the goal of eliminating sanitary sewer overflows will
continue beyond the sources identified during the investigations prior to January 1, 2016,
therefore the City has invested and continues to invest in long term permanent flow metering of
its collection system. The investment in long term flow metering will not only show the
reduction of inflow and infiltration as a result of capital improvements made to the collection
system, but also highlight areas where additional work may be necessary. Section 6.2 describes
the ongoing flow metering results and effort.
6.2 FLOW METERING
Even though the required investigation into the causes of I&I and their contribution to SSOs as
outlined in the Consent Decree has been completed, the City continues to voluntarily monitor
sanitary sewer flows at key locations throughout the City. This continued collection of flow
metering data will inform the effectiveness of improvements and to observe changes from earlier
flow metering data. During the reporting period, flow data was collected in Consent Decree
Sewersheds. Appendix A includes a map showing City-wide flow metering at the City's new
permanent flow metering stations that are on a SCADA system.
In previous semi-annual reports, the notable rain events were selected based on the total rain
measured during the event. The intensity was not reported. Following March 2016 Semi Annual
review comments, the rain event data presented includes the peak intensity, while still including
the total rain event in inches. During the reporting period the region experienced two notable rain
events, an hour-long or more rain event with peak intensities greater than 0.5 inch per hour
totaling at least 0.5 inches of rain. The details of each rain event are as follows:
Event
Date
Total Rainfall
(Inches)
Peak Intensity
(inches/hour)
Period of Peak Intensity
SSOs
Related to
Event
10/1/19
-10/2/19
4.05 to 4.75
1.01 to 1.21
Between 8:00 pm & 9:30 pm
(10/1/19)
Yes
3/19/20
0.91 to 1.00
0.64 to 0.72
Between 10:00 am & 11:30 am
No
6-15
The following sections document the response of the system in Consent Decree sewersheds to
these rains.
6.2.1 Sewershed 5 Flow Metering
The City collects Sewershed 5 flow data via a permanent flow monitor located at the intersection
of West 32nd Street and Central Avenue. Due to the availability of the City's extensive fiber optic
network, it is connected to the City's sanitary sewer SCADA system. The City is capable of real
time monitoring of sanitary sewer flows during rain events. The permanent flow metering station
came online November 13, 2015. The site was selected due to its ease of access, proximity to a
fiber optic network via the traffic control system, electricity, and the ability to review flow data
from the Sewershed in isolation from other sewersheds. The City continues to use Teledyne/ISCO
flow meters and installed the latest generation of flow meter, the Signature meter. The meter body
is installed in a nearby traffic cabinet and it relays real-time flow data and alarms via the City's
fiber optic network. Section 7 of this report includes the corrective actions established for
Sewershed 5 as the City works toward reducing sources of I&I. Table 6-1 shows the flow metering
data collected for Sewershed 5.
Table 6-1 Comparison of Flow Meter Data Collected in Sewershed 5
Date
Rainfall
(Inches)
Peak
Intensity
(Inches/hour)
Dry
Weather
FIow1
(MGD)
Wet
Weather
Flow
(MGD)
Relative
Peaking
Factor2
4/12/2014
3.01
-
0.46
3.11
6.8
6/19/2014
5.53
-
0.25
3.54
14.2
6/29/2014
3.8
-
0.51
5.13
10.1
7/12/2014
0.93
-
0.57
1.59
2.8
8/4/2014
1.04
-
0.58
1.02
1.8
8/23/2014
1.54
-
0.38
0.44
1.2
9/9/2014
1.06
-
0.49
0.87
1.8
10/13/2014
1.83
-
0.52
0.94
1.8
4/9/2015
1.76
-
0.3
1.29
4.3
8/18/2015
1.29
-
0.27
1.06
3.9
9/29/2015
1.03
-
0.28
0.71
2.5
6/23/2017
0.8
-
0.17
0.45
2.6
6/23/2017
0.8
-
0.17
0.45
2.6
5/30/2018
0.87
4.1
0.3
0.29
1.0
6/9/2018
1.17
3.5
0.16
0.64
4.0
6/18/2018
0.79
4.4
0.25
0.33
1.3
6/21/2018
0.9
1.4
0.33
0.97
2.9
7/13/2018
0.64
4.0
0.36
0.73
2.0
7/20/2018
1.13
1.8
0.14
0.64
4.6
8/1/2018
0.64
2.5
0.18
0.55
3.1
8/6/2018
2
2.2
0.14
1.76
12.6
6-16
Table 6-1 Comparison of Flow Meter Data Collected in Sewershed 5 (Continued...)
Date
Rainfall
(Inches)
Peak
Intensity
(Inches/hour)
Dry
Weather
Flow'
(MGD)
Wet
Weather
Flow
(MGD)
Relative
Peaking
Factor'
8/16/2018
0.64
2.4
0.47
0.53
1.1
9/1/18 - 9/6/18
5.5
2.3
0.33
1.5
4.5 (9/3/18)
10/1/2018
1.84
0.9
0.68
2.93
4.3
10/6/18 - 10/10/18
3.32
0.6
0.72
2.61
3.6
5/24/2019
1.3
0.5
0.33
1.86
5.6
6/4/2019
1.3
0.6
0.59
1.29
2.2
7/29/2019
1.67
1.55
0.19
0.75
3.9
9/10/19
0.60
0.60
0.11
1.06
9.6
9/11/19
1.20
0.75
0.12
3.003
25.03
9/12/19
3.20
1.13
0.52
3.003
5.83
CURRENT REPORTING PERIOD
10/1/19-10/5/19
5.96
1.01
0.58
3.00
5.23
3/23/20
0.91
0.64
0.41
1.38
3.4
1 Dry weather flow is estimated using the measured flows recorded at the same time of day on a day prior to the wet
weather event.
2 Relative peaking factor is based on a comparison of the flow a day or two prior to the rain and the peak flow recorded
during or shorty after a rain.
3 The peak flow was artificially capped due to flow metering limitations. City is working with the vendor to address
the issue.
Comparing the relative peaking factors recorded in 2014 versus those in the years that followed,
the I&I source identification and removal efforts [manhole improvements/replacements and
sanitary sewer lining] in 2015 and 2016 appear to have made a difference. A series of rains in
August of 2018 produced a peaking factor of 12.6. This might be a result of the days of back to
back rain and the antecedent moisture conditions of the soil. A rain on October 1, 2018 followed
by a rainy four -day period from the 6th through the 10th only resulted in a peaking factor of just
3.6. One noticeable difference is the intensity of the rain. Peaks in August 2018 exceeded 2 inches
per hour while they were less than 1 inch per hour in October 2018. During the current reporting
period, May, June, and July events did not result in significant spikes in flow due to I&I. However,
in September 2019, during a six -day period of rainfall ending on September 12, flows jumped due
to I&I to the extent that the flow meter maxed out at 3.00 MGD. As with the spike that occurred
in August of 2018, it appears that higher antecedent moisture content, coupled with a peak intensity
of more than 1 in/hr, results in more I&I.
6.2.2 Sewershed 7 Flow Metering
Sewershed 7 is metered as two separate "sub -basins", 7A and 7B, as there is a common high point
manhole where the sub -basins connect but flow in opposite directions. The flow metering reports
therefore reflect the two distinct areas. Appendix C contains a map of Sewershed 7 and the flow
data collected during the reporting period. The data is from the permanent, SCADA flow meters
located at White Street next to Fulton (7A), and at 31 E. 24th Street (7B). Data collected from the
meters during significant rain events is retained and compared to subsequent rain events to observe
6-17
emerging patterns. Table 6-2 and Table 6- 3 provide a summary of the flow meter data collected
at meter 7A and 7B respectively.
Table 6-2 Sewershed 7A Flow Meter Data Summary
Date
Rainfall
(Inches)
Peak Intensity
(Inches/hour)
Dry Weather
Flow' (MGD)
Wet Weather
Flow (MGD)
Relative Peaking
Factor2
6/19/2014
5.53
-
0.12
0.49
4.1
6/30/2014
3.67
-
0.24
0.51
2.1
8/4/2014
1.04
-
0.2
0.6
3.0
8/23/2014
1.54
-
0.2
0.58
2.9
9/9/2014
1.06
-
0.21
0.32
1.5
10/13/2014
1.83
-
0.19
0.55
2.9
4/9/2015
2.03
-
0.111
0.188
1.7
5/26/2015
2.38
-
0.18
0.52
2.9
8/18/2015
1.35
-
0.19
0.54
2.8
9/10/2015
1.62
-
0.35
0.78
2.2
9/29/2015
1.03
-
0.19
0.56
2.9
12/13/2015
1.96
-
0.38
0.62
1.6
5/9/2016
2.43
-
0.03
0.17
5.7
5/28/2016
1.58
-
0.03
0.16
5.3
6/14/2016
3.03
-
0.04
0.52
13.0
6/22/2016
1.17
-
0.02
0.07
3.5
7/6/2016
1.01
-
0.01
0.17
17.0
7/20/2016
4.31
-
0.03
0.34
11.3
8/4/2016
0.53
-
0.02
0.04
2.0
8/24/2016
1.41
-
0.01
0.14
14.0
9/7/2016
1.97
-
0.03
0.3
10.0
9/13/2016
1.12
-
0.04
0.08
2.0
9/21/2016
1.82
-
0.03
0.22
7.3
10/26/2016
1.16
-
0.04
0.09
2.3
5/30/2018
0.87
4.1
0.07
0.19
2.7
7/20/2018
1.13
1.8
0.03
0.2
6.7
8/1/2018
0.64
4.0
0.05
0.19
3.8
8/6/2018
2
2.2
0.05
0.32
6.4
8/16/2018
0.64
2.4
0.09
0.14
1.6
9/1/18 - 9/6/18
5.5
2.3
0.04
0.23
5.8 (9/1/18)
10/1/2018
1.84
0.9
0.06
0.28
4.7
10/6/18 - 10/10/18
3.32
0.6
0.03
0.31
10.3
5/24/2019
1.3
0.5
0.05
0.23
4.6
6/4/2019
1.3
0.6
1.86
3.04
1.6
7/18/2019
1.72
0.78
0.07
0.31
4.4
7/29/2019
1.67
1.55
0.03
0.23
7.7
6-18
Table 6-2 Sewershed 7A Flow Meter Data Summary (Continued...
Date
Rainfall
(Inches)
Peak Intensity
(Inches/hour)
Dry Weather
Flow' (MGD)
Wet Weather
Flow (MGD)
Relative Peaking
Factor2
9/10/19
0.60
0.60
0.03
0.34
11.3
9/11/19
1.20
0.75
0.03
0.22
7.3
9/12/19
3.20
1.13
0.10
0.61
6.1
CURRENT REPORTING PERIOD
10/1/19-10/5/19
5.96
1.01
0.07
0.41
5.9
3/23/20
1.00
0.72
0.06
0.16
2.7
1 Dry weather flow is estimated using the measured flows recorded at the same time of day on a day prior to the wet
weather event.
2 Relative peaking factor is based on a comparison of the flow a day or two prior to the rain and the peak flow recorded
during or shorty after a rain.
Although not excessive, the peaking factor continues to spike on occasion. While the City began
making improvements in the sewershed starting in 2014, the remaining public improvements and
private corrections are scheduled to be completed by June of 2025.
Table 6-3 Sewershed 7B Flow Meter Data Summar
Date
Rainfall
(Inches)
Peak Intensity
(Inches/hour)
Dry Weather
Flow'(MGD)
Wet Weather
Flow (MGD)
Relative Peaking
Factor'
4/12/2014
3.01
-
0.08
0.2
2.5
6/19/2014
5.53
-
0.03
7.92
264.0
6/30/2014
3.67
-
0.05
7.55
151.0
8/4/2014
1.04
-
0.11
0.68
6.2
8/23/2014
1.54
-
0.06
0.04
0.7
9/9/2014
1.06
-
0.06
0.23
3.8
10/13/2014
1.83
-
0.09
0.35
3.9
4/9/2015
2.03
-
0.15
1.44
9.7
5/26/2015
2.38
-
0.14
0.6
4.2
6/11/2015
2.7
-
0.14
0.48
3.4
6/20/2015
1.43
-
0.14
0.49
3.6
8/18/2015
1.35
-
0.12
1.78
14.8
9/10/2015
1.62
-
0.16
1.18
7.4
9/29/2015
1.03
-
0.06
0.37
6.2
12/13/2015
1.96
-
0.16
0.34
2.1
5/9/2016
2.43
-
0.07
0.44
6.3
5/28/2016
1.58
-
0.06
0.23
3.8
6/14/2016
3.03
-
0.11
1.99
18.1
6/22/2016
1.17
-
0.05
0.26
5.2
7/6/2016
1.01
-
0.01
0.42
42.0
7/20/2016
4.31
-
0.08
1.18
14.8
8/4/2016
0.53
-
0.07
0.54
7.7
6-19
Table 6-3 Sewershed 7B Flow Meter Data Summary (Continued...)
Date
Rainfall
(Inches)
Peak Intensity
(Inches/hour)
Dry Weather
Flow'(MGD)
Wet Weather
Flow (MGD)
Relative Peaking
Factor'
8/24/2016
1.41
-
0.02
0.34
17.0
9/7/2016
1.97
-
0.07
1.05
15.0
9/13/2016
1.12
-
0.09
0.28
3.1
9/21/2016
1.82
-
0.08
0.94
11.8
10/26/2016
1.16
-
0.08
0.23
2.9
7/19/2017
1.10
1.1
0.08
0.98
12.3
7/22/2017
4.00
0.4
0.08
2.00
25.0
10/6/17
1.10
0.5
0.11
0.81
7.4
10/13/17
1.25
0.6
0.08
0.31
3.9
10/14/17
0.75
0.4
0.09
0.33
3.7
5/30/2018
0.87
4.1
0.14
0.64
4.6
6/9/2018
1.17
3.5
0.04
0.45
11.3
6/18/2018
0.79
4.4
0.06
0.17
2.8
6/21/2018
0.9
1.4
0.03
0.32
10.7
7/13/2018
0.64
4.0
0.06
0.32
5.3
7/20/2018
1.13
1.8
0.02
0.43
21.5
8/1/2018
0.64
2.5
0.02
0.65
32.5
8/6/2018
2
2.2
0.04
0.86
21.5
8/16/2018
0.64
2.4
0.05
0.17
3.4
9/1/18 - 9/6/18
5.5
2.3
0.05
0.69
13.8
10/1/2018
1.84
0.9
0.05
0.82
16.4
10/6/18 - 10/10/18
3.32
0.6
0.05
0.67
13.4
5/24/2019
1.3
0.5
0.29
2.00
6.89
6/4/2019
1.3
0.6
0.18
0.98
5.44
7/18/2019
1.72
0.78
0.24
1.55
6.46
7/29/2019
1.67
1.55
0.09
1.22
13.6
9/10/19
0.60
0.60
0.19
1.69
8.89
9/11/19
1.20
0.75
0.20
2.003
10.003
9/12/19
3.20
1.13
0.35
2.003
5.713
CURRENT REPORTING PERIOD
10/1/19-10/3/19
5.96
1.01
0.38
1.77
4.7
3/23/20
1.00
0.72
0.06
0.31
5.2
Dry weather flow is estimated using the measured flows recorded at the same time of day on a day prior to the wet
weather event.
2 Relative peaking factor is based on a comparison of the flow a day or two prior to the rain and the peak flow recorded
during or shorty after a rain.
3 The peak flow was artificially capped due to flow metering limitations. City is working with the vendor to address
the issue.
Improvements have been made upstream of meters 7A and 7B with sanitary sewer manhole
replacements, sanitary sewer main rehabilitation and replacement, and repairs made to sanitary
6-20
sewer laterals. The recorded flows at both meter locations appear to show a decrease in "dry
weather" flows, indicating that improvements have reduced the levels of groundwater infiltration
into the system. However, it is clear additional improvements are necessary to reduce inflow.
Additional improvements are scheduled for additional upstream areas through 2026.
6.2.3 Sewershed 10 Flow Metering
The Sewershed 10 service area has changed since filing of the Consent Decree in 2009 and
completion of the required monitoring period in 2014. Construction of the Upper Bee Branch
Creek Restoration Project started in early 2015 and was substantially completed in the summer of
2017. In general, the project involved the removal of a buried storm sewer and replacing it with a
daylighting the creek. This required the relocation/reconstruction of public utilities, including
sanitary sewer that both serve and/or pass through the project footprint. As a result, all of the flow
originating in Sewershed 10 no longer passes through the original meter at Rhomburg and Kniest
(10-A) as it did prior to 2015. Instead, the area will be monitored from three locations. Two
location maps are in Appendix D, one shows the Sewershed 10 monitoring area pre-2015, the
second shows the three Sewershed 10 monitoring locations that are being added to the City's
permanent flow metering network on SCADA.
While two of the three monitoring sites are operational, only one is collecting meaningful data due
to the presence of a temporary siphon downstream of the metered sewer pipe. Installation of an
alternative meter is under design and scheduled for installation in the summer of 2020. A summary
of past flow data at sites in Sewershed 10 is shown in Table 6-4 and flow data from the westerly
sub-sewershed (10w) is shown in Table 6-5.
Table 6-4 Sewershed 10 Flow Meter Data Summa
Date
Rainfall
(Inches)
Peak Intensity
(Inches/hour)
Dry Weather
Flow' (MGD)
Wet Weather
Flow (MGD)
Relative Peaking
Factor2
4/12/2014
3.01
-
1.43
10.65
7.4
6/19/2014
5.53
-
0.99
14.69
14.8
6/30/2014
3.67
-
1.41
14.77
10.5
7/12/2014
0.93
-
1.52
6.29
4.1
8/4/2014
1.04
-
1.61
7.22
4.5
8/23/2014
1.54
-
1.9
5.19
2.7
9/9/2014
1.06
-
0.99
2.81
2.8
10/13/2014
1.83
-
1.6
4.87
3.0
4/9/2015
1.76
-
1.83
7.11
3.9
5/26/2015
2.32
-
1.93
6.46
3.3
6/11/2015
2.7
-
1.75
5.78
3.3
6/20/2015
1.41
-
2.03
5.28
2.6
8/18/2015
1.29
-
1.55
8.21
5.3
9/10/2015
1.62
-
1.73
7.02
4.1
9/29/2015
1.03
-
0.97
3.13
3.2
1 Dry weather flow is estimated using the measured flows recorded at the same time of day on a day prior to the wet
weather event.
2 Relative peaking factor is based on a comparison of the flow a day or two prior to the rain and the peak flow recorded
during or shorty after a rain.
6-21
Table 6-5 Sewershed lOw (24-inch) Flow Meter Data Summar
Date
Rainfall
(Inches)
Peak Intensity
(Inches/hour)
Dry Weather
FIow1(MGD)
Wet Weather
Flow (MGD)
Relative Peaking
Factor2
12/13/2015
1.96
-
0.03
0.53
17.7
7/6/2016
1.01
-
0.16
1.34
8.4
7/20/2016
4.31
-
0.27
3.87
14.3
8/4/2016
0.53
-
0.41
1.3
3.2
8/24/2016
1.41
-
0.17
1.3
7.6
9/7/2016
1.97
-
0.4
2.98
7.5
9/13/2016
1.12
-
0.14
0.88
6.3
9/21/2016
1.82
-
0.37
2.88
7.8
8/26/2016
1.16
-
0.33
1.1
3.3
5/30/2018
0.87
4.1
0.1
0.45
4.5
6/9/2018
1.17
3.5
0.13
0.92
7.1
6/18/2018
0.79
4.4
0.17
0.49
2.9
6/21/2018
0.9
1.4
0.25
0.81
3.2
7/13/2018
0.64
4.0
0.27
1.07
4.0
7/20/2018
1.13
1.8
0.13
1.32
10.2
8/1/2018
0.64
2.5
0.13
1.09
8.4
8/6/2018
2
2.2
0.17
2.2
12.9
8/16/2018
0.64
2.4
0.25
0.67
2.7
9/1/18 - 9/6/18
5.5
2.3
0.21
1.79
8.5
10/1/2018
1.84
0.9
0.22
2.68
12.2
10/6/18 - 10/10/18
3.32
0.6
0.28
2.91
10.4
5/24/2019
1.3
0.5
0.38
2.67
7.02
6/4/2019
1.3
0.6
0.36
1.56
4.33
7/18/2019
1.72
0.78
0.42
2.57
6.12
7/29/2019
1.67
1.55
0.39
1.94
4.97
9/10/19
0.60
0.60
0.17
2.76
16.24
9/11/19
1.20
0.75
0.17
4.38
25.76
9/12/19
3.20
1.13
0.49
5.01
10.22
CURRENT REPORTING
PERIOD
10/1/19-10/3/19
5.96
1.01
0.55
4.03
7.3
3/23/20
1.00
0.72
0.15
0.75
5.0
I Dry weather flow is estimated using the measured flows recorded at the same time of day on a day prior to the wet
weather event.
2 Relative peaking factor is based on a comparison of the flow a day or two prior to the rain and the peak flow recorded
during or shorty after a rain.
Even though the City has made improvements within Sewershed 10, and that has resulted in
decreased levels of I&I as evidenced by the flow meter data shown in Table 6-4, the westerly
sub-sewershed still exhibits higher levels of I&I as reflected in Table 6-5. While the sewer pipe
has the capacity to handle the I&I, the City will continue to monitor the area and consider this
area for additional, temporary flow metering.
6-22
6.2.4 Sewershed 11 Flow Metering
The City installed a permanent flow meter within Sewershed 11 as part of the development of a
SCADA system. However, the City has had difficulty keeping the meter operational. Out of
operation for most of 2018, the meter was brought back online in early spring 2019. The flow data
is shown in Table 6-6.
Table 6-6 Sewershed 11 Flow Meter Data Summa
Date
Rainfall
(Inches)
Peak Intensity
(Inches/hour)
Dry Weather
FIow1(MGD)
Wet Weather
Flow (MGD)
Relative Peaking
Factor2
5/24/2019
1.3
0.5
0.66
1.97
3.0
6/4/2019
1.3
0.6
0.46
1.87
4.1
7/18/2019
1.72
0.78
0.36
1.11
3.1
7/29/2019
1.67
1.55
0.341
1.97
6.3
9/10/19
0.60
0.60
0.51
1.98
3.9
9/11/19
1.20
0.75
0.44
2.003
4.53
9/12/19
3.20
1.13
0.74
2.003
2.73
CURRENT REPORTING PERIOD
10/1/19-10/5/19
5.01
1.21
0.86
2.00
2.33
3/23/20
0.91
0.64
0.32
1.09
3.4
1 Dry weather flow is estimated using the measured flows recorded at the same time of day on a day prior to the wet
weather event.
2 Relative peaking factor is based on a comparison of the flow a day or two prior to the rain and the peak flow recorded
during or shorty after a rain.
3 The peak flow was artificially capped due to flow metering limitations. City is working with the vendor to address
the issue.
Even though the significant rain events in 2019 did not result in a corresponding significant spike
in the measured flow due to I&I, for some reason the flow measurements maxed out at 2.00 MGD.
As noted, the City is working with the equipment vendor to remedy this limitation. There were
SSOs reported in the sewershed on September 11 and September 12, 2019. The City is working
with the vendor to correct the issue so that higher flows can be recorded. Per the corrective action
plan, public improvements (manhole repairs/replacement and sewer lining/replacement) are
scheduled to be complete by the end of 2021.
6.2.5 Sewershed 12 Flow Metering
Sewershed 12 has a permanent flow meter installed at 1st Street and Locust Street; this will monitor
all flows passing through the Sewershed. A meter location map and available flow data may be
found in Appendix F. The purpose is to evaluate improvements that were made in Sewershed 12,
which included sanitary sewer CIPP lining, manhole replacement, and sanitary sewer repairs and
establish the benchmark for further work which is scheduled for the area. Flow data collected for
Sewershed 12 is summarized in Table 6-7.
6-23
Table 6-7 Sewershed 12 Flow Meter Data Summa
Date
Rainfall
(Inches)
Peak Intensity
(Inches/hour)
Dry Weather
Flow' (MGD)
Wet Weather
Flow (MGD)
Relative
Peaking
Factor2
6/11/2015
2.7
-
0.67
1.91
2.9
6/20/2015
1.41
-
0.87
1.21
1.4
8/18/2015
1.29
-
1.07
1.64
1.5
9/10/2015
1.62
-
1.15
1.68
1.5
9/29/2015
1.03
-
1.02
0.87
0.9
12/13/2015
1.96
-
0.81
0.86
1.1
5/9/2016
2.43
-
0.44
1.27
2.9
5/28/2016
1.58
-
0.77
0.95
1.2
6/14/2016
3.03
-
0.54
3
5.6
6/22/2016
1.17
-
0.53
1.11
2.1
7/6/2016
1.01
-
0.33
1.05
3.2
7/20/2016
4.31
-
0.38
1.01
2.7
8/4/2016
0.53
-
0.72
0.75
1.0
10/26/2016
1.16
-
0.4
1.13
2.8
8/27/2017
1.16
1.3
0.40
1.97
4.9
10/6/2017
1.10
0.5
0.39
1.17
3.0
10/13/2017
1.25
0.6
0.45
1.56
3.5
10/14/2017
0.75
0.4
0.37
1.18
3.2
5/30/2018
0.87
4.1
0.27
1.14
4.2
6/9/2018
1.17
3.5
0.34
1.72
5.1
6/18/2018
0.79
4.4
0.27
1.68
6.2
6/21/2018
0.9
1.4
0.51
1.34
2.6
7/13/2018
0.64
4.0
0.71
1.08
1.5
7/20/2018
1.13
1.8
0.35
1.4
4.0
8/1/2018
0.64
2.5
0.57
1.21
2.1
8/6/2018
2
2.2
0.34
2.47
7.3
8/16/2018
0.64
2.4
0.35
1.23
3.5
9/1/18 - 9/6/18
1.45
2.4
0.42
1.54
3.7
10/1/2018
1.84
0.9
0.82
1.84
2.2
10/6/18 - 10/10/18
3.32
0.6
0.74
2.10
2.8
5/24/2019
1.3
0.5
0.68
1.82
2.67
6/4/2019
1.3
0.6
0.73
1.52
2.08
7/18/2019
1.72
0.78
0.58
1.63
2.81
7/29/2019
1.67
1.55
0.52
2.16
4.15
Sept. 10, 11, & 12
NO DATA (Meter stopped reporting data on September 8, 2019)
CURRENT REPORTING PERIOD
10/1/19-10/3/19
5.01
1.21
0.53
1.73
3.3
3/19/20
0.91
0.64
0.60
1.52
2.5
1 Dry weather flow is estimated using the measured flows recorded at the same time of day on a day prior to the wet
weather event.
2 Relative peaking factor is based on a comparison of the flow a day or two prior to the rain and the peak flow recorded
during or shorty after a rain.
6-24
A series of rains in August of 2018 produced a peaking factor of 7.3. This might be a result of
the days of back to back rain and the antecedent moisture conditions of the soil. However, rain
on October 1, 2018 followed by a rainy four -day period from the 6th through the 10th only
resulted in a peaking factor of 3.6. One noticeable difference is the intensity of the rain, peaks
exceeding 2 inches per hour in August versus peaks less than 1 inch per hour in October. Spring
rains in 2019 did not produce significant I&I-related spikes.
Figure 6-1. Map of Priority Sewersheds identified in the Consent Decree for I&I investigation.
Inflow & Infiltration Progra
Sanitary Sewer -sheds To Be inspected
.E' .Y GRANGE
KEN =DY RD
W 32ND ST
S-w-rshed'
0.0RR ( ERnEr
Woe c, o st a
OR
Ash KAUFMANN AVE "��/��/ 3e
•
FAIRWAY
HILLCREST RD i s IE
5•, rsh
SAW auuE OR T
ENNSYLVANIA AVE
m
A py�
NGRADE sr
oDGE sr ,LE„
0
6.3 SOURCE INVESTIGATIONS
y 61115
DAGIS
s
6.3.1 Private Property Inspections
Private property inspection progress is reported in Table 6-8. Private property inspections identify
roof drain discharge locations, the presence of stairwell or driveway drains, and the presence of a
sump pit/pump on site. A site passes inspection only if there are no connections of clear water to
the sanitary system. A failed inspection indicates a connection of clear water directly into the
sanitary system. This may include roof drains connected to the sanitary sewer, a stairwell or
driveway drain connected to the building floor drain, or a sump pump plumbed directly to the
sanitary lateral or floor drain within the building. 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 is conducted 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.
6-25
Table 6-8 Property inspection nroress
Sewershed
Percent of Completed Property
Inspections*
Consent Decree Deadline to Complete
Property Inspections
11
100.00
9/30/11
12
99.86
6/30/12
7
99.34
6/30/13
5
99.68
6/30/14
10
98.65
6/30/15
*The Consent Decree does not state that all properties must be inspected.
During the reporting period, the City began re -inspecting private properties paying particular
attention to those that had failed previously.
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 property owner
receives notice consistent with the private property inspection process described in Section 6.3.1.
During the reporting period, no new areas were dye tested by the City. The City will perform its
own testing, as necessary following private property improvements to confirm improvements have
had the desired effect in eliminating direct sources of storm water inflow.
6.3.3 Smoke Testing
During the reporting period, no new areas were smoke tested. Additional smoke testing is currently
planned for Sewersheds 5 and 10 and will be conducted following private property improvements
to confirm the improvement has the desired effect or prompt further corrective action.
6.3.4 Manholes
The City continues to either fully replace or improve manholes by lining them or by installing lids
without pick holes as part of the City's annual asphalt overlay program.
6.3.5 Sanitary Sewer
The City uses televising footage recorded within a maximum period of five years to determine
improvements. The recorded footage allows 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.
6.4 CORRECTIVE ACTION PLAN
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
6-26
indicate delay in implementation, the City will submit a formal request to amend the schedule to
the U.S. EPA and the Iowa DNR. The City requested modification to its Corrective Action Plans
in May 2016 and continues to implement improvements in each of the Sewersheds per the modified
schedule outlined therein. Per the Consent Decree, Section 7 of this report outlines the status of
the Corrective Action Plan Implementation Schedule.
6-27
7.0 Corrective Action Plan Implementation
Schedule
In April of 2016, the City of Dubuque submitted a Status Update Report requesting modification
to completion dates originally set forth in the Corrective Action Plans for each Sewershed
identified in the Consent Decree. During the course of planning, design, and construction it became
necessary to adjust project completion dates, as clarified in the Status Update Report. For all Public
Property projects to be completed by the City, the reporting tables show the dates reflected in the
City's April 2016 Corrective Action Plan Status Update Report.
7.1 SEWERSHED 11 CORRECTIVE ACTION PLAN SCHEDULE
The City started to make improvements to the sewershed 11 public system in 2012. All public
improvements (manhole repairs/replacement and sewer lining/replacement) are scheduled to be
complete by the end of 2021.
7.1.1 SS11 Private Property Corrections
The City continues to work with property owners to make corrections to their private properties.
These corrections are made to private properties and therefore dependent upon funding by the
property owner. 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. In 2014, the City
documented twelve private property owners with sump pump, drive way drain, or downspout
connections to the sanitary sewer system; during the reporting period, these have since been
reduced to one. The remaining connection is a driveway drain. There are several options available
to disconnect the drain from the property's sanitary sewer lateral however each comes at a
substantial cost to the property owner, and in the event of failure or blockage of an improvement
the owner is greatly concerned that they will experience property damage. Currently the drive way
drain protects the property from flooding, as there are no storm sewers for storm water to enter in
the immediate area. As such, the City is prepared to assist the property owner and install a possible
gravity solution as a back-up or emergency overflow to the mechanical pump that would be
required.
The total number of private property inspection corrections required as reported in the Sewershed
11 Corrective Action Plan dated December 2011 was 79. During follow up smoke and dye testing,
several of those properties tested as not connected were amended to reflect a positive connection
to the sanitary sewer system and became subject to corrective action, as such the number of
properties was adjusted up from 79 to 82. As of this reporting period a total of 81 of the 82 are
corrected.
7-28
Item
No.
House
Number
Street
Defect
Corrective Action
Corrected
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 St
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
Sump pit disconnected from sanitary sewer
Yes
17
1885
Wood St
Sump pump discharges to
sanitary sewer
Sump pit disconnected from sanitary sewer
Yes
18
2386
University Ave
Sump pump discharges to
sanitary sewer
Sump pit disconnected from sanitary sewer
Yes
19
770
Angella 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
Sump pump discharges through rigid pipe
Yes
23
1111
Rosedale Ave
Sump pump discharges
through flexible hose
Sump pump discharges through rigid pipe
Yes
24
1205
N Booth St
Sump pump discharges
through flexible hose
Sump pump discharges through rigid 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
Sump pump discharges through rigid pipe
Yes
27
1480
Glen Oak St
Sump pump discharges
through flexible hose
Sump 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
ry
Sump pump discharges
through flexible hose
Sumppumpdischarges through rigid pipe
g g g p p
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
Sump pump discharges through rigid pipe
Yes
7-29
through flexible hose
35
1715
Asbury Rd
Sump pump discharges
through flexible hose
Sump pump discharges through rigid pipe
Yes
36
1726
Asbury Rd
ry
Sump pump discharges
through flexible hose
Sumppumpdischarges through rigid pipe
g g g p p
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
Sum p pump discharges through rigid pipe
Yes
40
1810
Adair St
Sump pump discharges
through flexible hose
Sump pump discharges through rigid pipe
Yes
41
1845
Asbury Rd
ry
Sump pump discharges
through flexible hose
Sumppumpdischarges through rigid pipe
g g g p p
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
Sump pump discharges through rigid pipe
Yes
44
1860
St Ambrose St
Sump pump discharges
through flexible hose
Sump 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
Sump pump discharges through rigid pipe
Yes
48
2215
Green St
Sump pump discharges
through flexible hose
Sump pump discharges through rigid pipe
Yes
49
1049
W Locust St
Exterior drain to sanitary
sewer
Corrective action to be completed by property owner
Yes
50
1065
Auburn St
Exterior drain to sanitary
sewer
Corrective action to be completed by property owner
Yes
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
Yes
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
Yes
58
1475
University Ave
Exterior drain to sanitary
sewer
Corrective action to be completed by property owner
Yes
59
1485
University Ave
Exterior drain to sanitary
sewer
Corrective action to be completed by property owner
Yes
60
1491
Mt Pleasant St
Sump pump discharges to
sanitary sewer
Corrective action to be completed by property owner
Yes
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
Yes
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
Yes
7-30
69
1795
Auburn St
Roof drain to sanitary sewer
Corrective action to be completed by property owner
Yes
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
Yes
76
2033
Clarke Dr
Sump pit without pump
Corrective action to be completed by property owner
Yes
77
2215
University Ave
Sump pump discharges
through flexible hose
Corrective action to be completed by property owner
Yes
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
80
2337
Cherry Ave
Sump pump discharges to
sanitary sewer
Corrective action to be completed by property owner
Yes
81
1511
N Algona St
Sump pump discharges to
sanitary sewer
Corrective action to be completed by property owner
Yes
82
1550
N Algona St
Drivewaydrains to sanitary
er
Corrective action to be completed by property ownerse
Yes
7.1.2 SS11 Private Property Corrections Identified during Smoke Testing
A total of 13 of the 27 identified private connections have been corrected. Several of the corrective
actions listed include televising the sanitary sewer lateral. Televising the lateral may be costly for
private property owners and may not provide conclusive evidence of inflow or infiltration, similar
to televising of public mains. Therefore, the City will assist the private property owners with
financial assistance, as funds are available, to televise the lateral and perform either dye or flood
testing during the televising operation to determine the condition of the resident's lateral.
Item
No.
House
Number
Street
Defect
Corrective Action
Completed
1
1744
N Grandview
Ave
Smoke from Water
Access
Televise lateral; notify property owner of
any necessary repair
No
2
1669
Adair St
Smoke from Behind
Curb
Televise lateral; notify property owner of
any necessary repair
No
3
1450
Wood St
Severed Sanitary
Cleanout
Property owner repair with water tight seal
Yes
4
1951
Loras Blvd
Smoke from ground
near gas meter
Televise lateral; notify property owner of
any necessary repair
No
5
1280
Glen Oak St
Smoke from ground
and water access
Televise lateral; notify property owner of
any necessary repair
No
6
800
W Locust St
Smoke from water
valve at corner of stairs
and sidewalk
Televise lateral; notify property owner of
any necessary repair
No
7
1537
Irving St
Smoke from buffer
strip between sidewalk
and back of curb
Televise lateral; notify property owner of
any necessary repair
No
8
1890
Audubon St
Smoke from retaining
wall, steps and
concrete in front of
house
Televise lateral; notify property owner of
any necessary repair
No
9
990
Booth St
Smoke from water
valve across street
Televise lateral; notify property owner of
any necessary repair
No
7-31
10
1871
Glen Oak St
Smoke from driveway
Property owner to disconnect driveway
drain
Yes
11
1575
Irving St
Smoke from rocks near
driveway
Televise lateral; notify property owner of
any necessary repair
No
12
1671
Avoca St
Smoke from rear
downspout
Property owner disconnect downspout
from sanitary sewer
Yes
13
1660
Ashton PI
Smoke from shut-off
valve
Televise lateral; notify property owner of
any necessary repair
No
14
1657
Ashton PI
Smoke from
sidwalk/valve
Televise lateral; notify property owner of
any necessary repair
No
15
1905
Loras Blvd
Smoke from rear door
Televise lateral; notify property owner of
any necessary repair
No
16
1065
Auburn St
Smoke from crack near
driveway
Property owner to disconnect driveway
drain
Yes
17
1339
Mt. Pleasant
St
Smoke from valve
Property owner to install water tight cap
No
18
730
Kirkwood St
Smoke from ground
behind curb
Televise lateral; notify property owner of
any necessary repair
No
19
1985
Clarke Dr
Smoke from hole in
ground by down spout
Property owner disconnect downspout
from sanitary sewer
Yes
20
1550
Clarke Dr
Smoke from hole in
ground
Property owner to install water tight cap
Yes
21
1570
Mt. Pleasant
St
Smoke from uneven
curb
Televise lateral; notify property owner of
any necessary repair
No
22
1556
Mt. Pleasant
St
Smoke from driveway
drain
Property owner to disconnect driveway
drain
Yes
23
1350
Nowata St
Smoke from stairway
drain
Action complete; awning installed to
prevent rain from entering drain
Yes
24
1200
Glen Oak St
Smoke by water shut-
off
Televise lateral; notify property owner of
any necessary repair
No
25
615
Angella St
Smoke by water shut-
off
Lateral was televised by licensed plumber;
no corrective action needed
Yes
26
1065
Auburn St
Smoke from
MH/cistern in front
yard
Property owner repair
Yes
27
1800
Clarke Dr (SHS
softball field)
Smoke from ground
near MH
Property owner repair
Yes
7.1.3 SS11 Sanitary Smoke Testing: Storm Sewer Corrections
The following tables reflect public sanitary sewer and storm sewer corrections identified in the
Sewershed 11 Corrective Action Plan dated December 2011 and modified in April 2016. The
completion dates reflect the dates outlined in the Status update report dated April 2016.
7.1.3.1 SS11 Manhole Correction Schedule
The table below includes six (6) manholes that remain following the 2018 construction season.
These projects are directly tied to the replacement of sanitary sewers located in Wood Street and
Auburn and Custer Street areas. The sanitary sewer mains are scheduled for full removal and
replacement, and the associated manholes below, also need to be removed and replaced. Therefore,
as requested in the April 2016 Status Update Report, these manholes will be replaced at the same
time as the sanitary sewer reconstruction projects and completed by December 2021.
7-32
Item
No.
GIS ID
House
Number
Street
Defect
Corrective Action
Completion
Date
Final Completion
Date
1
SAN 5
04710
1893
Wood St
Brick
manhole
Improve or replace
manhole
December
2020
2
SAN S
05394
1321
N Grandview
Ave
Brick
manhole
Improve or replace
manhole
Oct 2013
3
SANS
05580
1800
Lawndale St
Brick
manhole
Improve or replace
manhole
June 2016
June 2016
4
SAN 5
05751
1939
Wood St
Brick
manhole
Improve or replace
manhole
July 2011
5
SAN 5
05610
1675
Glen Oak St
Brick
manhole
Improve or replace
manhole
July 2012
6
SAN 5
05385
NA
Decorah St &
Irving St
Brick
manhole
Improve or replace
manhole
July2012
7
SAN S
05344
1911
N Grandview
Ave
Brick
manhole
Improve or replace
manhole
July 2012
8
SAN S
8661
07013
1700
Glen Oak St
Brick
manhole
Improve or replace
manhole
July 2012
9
SAN S
05331
NA
Atlantic St &
Delaware St
Brick
manhole
Improve or replace
manhole
July 2012
10
SANS
05585
1800
Glen Oak St
Brick
manhole
Improve or replace
manhole
June 2016
June 2016
11
SANS
05391
1445
Auburn St
Brick
manhole
Improve or replace
manhole
July 2012
12
SAN 5
05383
NA
Fillmore St &
Auburn St
Brick
manhole
Improve or replace
manhole
July 2012
13
SAN S
05341
1845
Avoca St
Brick
manhole
Improve or replace
manhole
June 2016
June 2016
14
SAN S
05626
1045
Vernon St
Brick
manhole
Improve or replace
manhole
June 2016
June 2016
15
SAN S
05653
1210
Loras Blvd
Brick
manhole
Improve or replace
manhole
June 2016
June 2016
16
SAN S
05367
NA
Decorah St &
Auburn St
Brick
manhole
Improve or replace
manhole
July 2012
17
SAN S
05357
NA
Delaware St &
Auburn St
Brick
manhole
Improve or replace
manhole
July 2012
18
SAN S
05392
NA
Loras Blvd &
Atlantic St
Brick
manhole
Improve or replace
manhole
February 2016
February 2016
19
SAN 5
05612
1686
Lawndale St
Brick
manhole
Improve or replace
manhole
July 2012
20
SAN S
05379
1633
Avoca St
Brick
manhole
Improve or replace
manhole
June 2016
June 2016
21
SAN 5
05730
950
Wood St
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
22
SAN 5
05628
1450
Alta Vista St
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
23
SAN 5
05598
1760
Lawndale St
Brick
manhole
Improve or replace
manhole
July 2012
24
SAN 5
05624
1608
Lawndale St
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
25
SAN 5
07329
NA
Alley behind
1789 Univ Ave
Brick
manhole
Improve or replace
manhole
August 2016
May 2016
26
SAN 5
05605
1040
Edina St
Brick
manhole
Improve or replace
manhole
August 2016
June2016
27
SAN 5
05615
1098
Edina St
Brick
manhole
Improve or replace
manhole
July 2012
28
SAN 5
04720
NA
N Grandview
Ave
Brick
manhole
Improve or replace
manhole
July 2012
7-33
29
SANS
05574
1871
Glen Oak St
Brick
manhole
Improve or replace
manhole
June 2016
June 2016
30
SANS
05654
1430
Glen Oak St
Brick
manhole
Improve or replace
manhole
July 2012
31
SANS
06789
1881
Glen Oak St
Brick
manhole
Improve or replace
manhole
July 2012
Eliminated
32
SANS
05405
1302
Atlantic St
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
33
SANS
05345
1945
N Grandview St
Brick
manhole
Improve or replace
manhole
July 2012
34
SANS
05384
1460
Atlantic St
Brick
manhole
Improve or replace
manhole
July 2012
35
SAN 5
05368
NA
Delaware St &
Ashton PI
Brick
manhole
Improve or replace
manhole
July 2009
36
SANS
01947
1795
Asbury Rd
Brick
manhole
Improve or replace
manhole
June 2016
June 2016
37
SAN S
07012
NA
N Booth St &
Martha St
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
38
SANS
06848
1419
Loras Blvd
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
39
SAN S
05458
NA
Clarke Dr & N
Grandview Ave
Brick
manhole
Improve or replace
manhole
July 2012
40
SANS
05625
1576
Glen Oak St
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
41
SANS
05752
1086
Wood St
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
42
SANS
04703
1234
Rosedale Ave
(on) Glen Oak
St
Brick
manhole
Improve or replace
manhole
February 2016
February 2016
43
SANS
01939
1881
Asbury Rd
Brick
manhole
Improve or replace
manhole
July 2012
44
SANS
05579
NA
Glen Oak St
Brick
manhole
Improve or replace
manhole
July 2012
45
SAN 5
05647
NA
Mt Pleasant St
& Loras Blvd
Brick
manhole
Improve or replace
manhole
February 2016
February 2016
46
SANS
05731
935
Nevada St
Brick
manhole
Improve or replace
manhole
July 2012
47
SANS
05648
1050
Loras Blvd
Brick
manhole
Improve or replace
manhole
August 2016
July 2016
48
SANS
05833
1550
University Ave
(behind
building)
n c-1(
ma-Rkele
PCC
Manhole
improve or replace
No
-
—
manhole
improvement
Required
49
SAN 5
05404
NA
Abandoned
alley behind
1875 Custer St
Brick
manhole
Improve or replace
manhole
February 2016
February 2016
50
SANS
05622
1695
Mt Pleasant St
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
51
SANS
05378
1555
N Algona St
Brick
manhole
Improve or replace
manhole
July 2012
52
SANS
04715
1875
Audubon St
Brick
manhole
Improve or replace
manhole
July 2012
53
SANS
05356
1709
N Algona St
Brick
manhole
Improve or replace
manhole
July 2012
54
SAN 5
06803
1585
Wood St
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
55
SAN 5
05387
NA
Fillmore St &
Algona St
Brick
manhole
Improve or replace
manhole
July 2012
56
SAN 5
05355
NA
Dexter St (alley
E of Algona St)
Brick
manhole
Improve or replace
manhole
July 2012
7-34
57
SAN 5
04721
NA
N Grandview
Avet& Auburn
Brick
manhole
Improve or replace
manhole
July 2012
58
SAN 5
05393
1421
N Algona St
Brick
manhole
Improve or replace
manhole
July 2012
59
SAN 5
05397
NA
Alley behind
S 34 Atlantic
Brick
manhole
Improve or replace
manhole
July 2013
60
SAN 5
06939
1755
Wood St
Brick
manhole
Improve or replace
manhole
July 2012
Eliminated
61
SAN 5
05366
1650
N Algona St
Brick
manhole
Improve or replace
manhole
July 2012
62
SANS
05350
2135
Green St
Brick
manhole
Improve or replace
manhole
July 2012
63
SANS
05637
1195
Vernon St
Brick
manhole
Improve or replace
manhole
July 2009
64
SANS
05327
2020
Green St
Brick
manhole
Improve or replace
manhole
July 2012
65
SAN S
05541
615
Angella St
Brick
manhole
improve
August 2016
June 2016
or rcplacc
manholc MH
Eliminated
66
SANS
05544
1819
Pierce St
Brick
manhole
Improve or replace
manhole
July 2012
67
SAN S
05536
595
Angella St
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
68
SAN S
05464
1893
Wood St
Brick
manhole
Improve or replace
manhole
December
2020
69
SAN S
05549
NA
Angella St &
Pierce St
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
70
SANS
05539
1903
Pierce St
Brick
manhole
Improve or replace
manhole
July 2012
Eliminated
71
SAN 5
05560
NA
Loras property
near Kirkwood
& Blake Sts
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
72
SAN 5
05640
NA
Vernon St &
Glen Oak St
Brick
manhole
Improve or replace
manhole
July 2012
73
SAN 5
05559
NA
Cox St &
Angella St
Brick
manhole
Improve or replace
manhole
June 2016
June 2016
74
SAN S
05540
601
Angella St
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
75
SAN 5
05642
1265
Vernon St
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
76
SAN 5
05411
1790
Custer St
Brick
manhole
Improve or replace
manhole
December
2021
77
SANS
05562
1037
Kirkwood St
Brick
manhole
Improve or replace
manhole
July 2012
78
SAN 5
05553
NA
Kirkwood St
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
79
SAN S
05402
1375
Auburn St
Brick
manhole
Improve or replace
manhole
December
2021
80
SAN S
05415
NA
Auburn St
(alley between
Custer & Univ)
Brick
manhole
Improve or replace
manhole
December
2021
81
SANS
05724
1081
N Booth St
Brick
manhole
Improve or replace
manhole
June 2016
June 2016
82
SAN S
05364
NA
Decorah St &
Atlantic St
Brick
manhole
Improve or replace
manhole
July 2012
83
SAN S
05413
NA
Atlantic St
(alley between
Custer & Univ)
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
7-35
84
SAN S
05359
1645
Atlantic St
Brick
manhole
Improve or replace
manhole
July 2012
85
SAN S
05543
890
Kirkwood St
Brick
manhole
Improve or replace
manhole
July 2012
86
SANS
05652
1380
N Booth St
Brick
manhole
Improve or replace
manhole
July 2012
87
SANS
05725
935
N Booth St
Brick
manhole
Improve or replace
manhole
July 2012
88
SANS
05721
1319
Mt Pleasant St
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
89
SANS
05722
1145
Mt Pleasant St
Brick
manhole
Improve or replace
manhole
June 2016
May 2016
90
SAN 5
01941
1850
N Grandview
Ave
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
91
SANS
05646
1435
Mt Pleasant St
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
92
SANS
05723
940
Mt Pleasant St
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
93
SANS
06961
1445
Wood St
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
94
SAN S
05335
1775
Wood St
Brick
manhole
Improve or replace
manhole
July 2012
95
SANS
01782
1715
Asbury Rd
Brick
manhole
Improve or replace
manhole
June 2016
June 2016
96
SANS
05319
1655
Asbury Rd
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
97
SANS
05636
1555
Mt Pleasant St
Brick
manhole
Improve or replace
manhole
July 2012
98
SANS
1937
St Ambrose St
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
99
SAN S
05336
1905
Asbury Rd
Brick
manhole
Improve or replace
manhole
June 2016
June 2016
100
SAN S
07363
1925
Pierce St
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
101
SAN S
05320
1535
Irving St
Brick
manhole
Improve or replace
manhole
July 2012
102
SAN S
05395
1537
Irving St
Brick
manhole
Improve or replace
manhole
July 2012
103
SAN S
05534
1978
Cox St
Brick
manhole
Improve or replace
manhole
July 2012
104
SANS
07013
1715
Glen Oak St
Brick
manhole
Improve or replace
manhole
July 2012
105
SAN S
05732
995
Nevada St
Brick
manhole
Improve or replace
manhole
July 2012
106
SANS
05412
1060
Auburn St (at
Custer St)
Brick
manhole
Improve or replace
manhole
Oct 2013
107
SANS
05589
1790
Glen Oak St
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
108
SAN 5
07328
1760
Custer St
Brick
manhole
Improve or replace
manhole
December
2021
109
SANS
05362
1735
Avoca St
Brick
manhole
Improve or replace
manhole
August 2016
July 2016
110
SANS
05634
1100
Vernon St
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
111
SAN 5
05340
NA
Atlantic St &
Dexter St
Brick
manhole
Improve or replace
manhole
July 2012
112
SANS
05334
1795
Adair St
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
7-36
113
SAN S
05326
1669
Adair St
Brick
manhole
Improve or replace
manhole
August 2016
August 2016
114
SANS
05372
1475
Adair St
Brick
manhole
Improve or replace
manhole
August 2016
July 2016
115
SANS
05588
1799
Lawndale St
Brick
manhole
Improve or replace
manhole
July 2012
116
SAN S
05421
1420
Loras Blvd
Brick
manhole
Improve or replace
manhole
February 2016
February 2016
117
SANS
04711
1865
Adair St
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
118
SANS
05349
1910
Asbury Rd
Brick
manhole
Improve or replace
manhole
August 2016
June 2016
119
SAN S
05330
NA
Algona St &
Dexter St
Brick
manhole
Improve or replace
manhole
July 2012
120
SAN S
05374
NA
Decorah St & N
Algona St
Brick
manhole
Improve or replace
manhole
July 2012
121
SANS
05380
1425
Adair St
Brick
manhole
Improve or replace
manhole
August 2016
July 2016
122
SANS
05381
NA
Loras Blvd &
Nowata St
Vented MH
Cover
Replace cover
June 2015
June 2015
123
SANS
05348
NA
St. Ambrose St
A eosedale
Smoke
around MH
Improve or replace
manhole
August 2016
June 2016
124
SAN S
05409
NA
Custer St &
Atlantic St
Smoke
around MH
Improve or replace
manhole
December
2021
125
SAN S
05657
NA
Martha St and
Nevada St
Smoke
around MH
and catch
basin at SE
Cnr of
Intersection
Improve or replace
pipe to northeast
(SAN P 05553)
2010
126
SAN S
05578
1871
Glen Oak St
Smoke from
Ground near
Improve or replace
manhole
June 2016
May 2016
127
SAN S
^�^'Fi
NA
W Locust St &
Clarke Dr
Smoke from
crack in
pavement
Improve or replace
pipe (Grade 4 pipe,
SAN P 06063)
—
—
128
STO S
04272
1855
Wood St
Smoke from
catch basin
Flood & dye storm
sewer; televise
sanitary; improve as
needed
October 2013
129
STO 5
04376
995
1871
Nevada St
Smoke from
catch basin
Protruding lateral
tap; property owner
to repair
August 2016
June 2016
130
STO S
04340
Glen Oak St
Smoke from
catch basin
Possibly lateral from
1825 Glen Oak;
property owner to
repair
October 2013
131
STO S
04231
1795
Adair St
Smoke from
catch basin
Flood & dye storm
sewer; televise
sanitary; improve as
needed
October 2013
132
STO S
04310
NA
Delaware St &
Grandview Ave
Smoke from
catch basin
Flood & dye storm
sewer; televise
sanitary; improve as
needed
October 2013
7-37
7.1.4 SS11 PACP Grade 4 Sewer Pipe Corrections
GIS ID
Street
Defect
Corrective Action
Scheduled
Completion
Date
Final
Completion
Date
SAN P
04919
W Locust St
Sag @ 191.3; long. crack
@285.2; sag @295.6, 314.4;
joint offset @343.4; sag
@436.2
Install pipe liner or replace a
portion of the pipe
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
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
SAN P
05101
W Locust St
Sag in pipe @ 28.9;
69.3(questionable); hole
@173.8 (plugged, ok?)
Install pipe liner or replace a
portion of the pipe
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
SAN P
05513
Glen Oak St
Circumferential crack @32.8;
sag @59.5; broken pipe
@66.2-70.0; long. crack
@124.6
Install pipe liner or replace a
portion of the pipe
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
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 pipe2009
SAN P
05546
Glen Oak St
Circumferential crack @30.7;
chuck out of top of pipe
@105.3
Install pipe liner or replace a
portion of the pipe
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
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
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
SAN P
06113
Decorah St
Broken pipe @4.0'; leaking
joint @71.8
Install pipe liner or replace a
portion of the pipe
2012
SAN P
06117
Delaware St
Sag in pipe @151.3; holes in
pipe @155.5 (3 to 5 and 7 to
Install pipe liner or replace a
portion of the pipe
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)
Install pipe liner or replace a
portion of the pipe
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
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
SAN P
05622
Auburn St
Multiple fractures, hole,
lateral intruding
Improve or replace pipe
December
2021
SAN P
05621
Custer St
Multiple fractures, hole in
pipe
Improve or replace pipe
December
2021
SAN P
05619
Custer St
Multiple fractures, joint
separated, circumferential
crack
Improve or replace pipe
December
2021
SAN P
05615
Custer St
Multiple fractures
Improve or replace pipe
December
2021
7-38
SAN P
05620
Custer St
Multiple fractures,
longitudinal crack, joint offset
Improve or replace pipe
December
2021
SAN P
Clarke Dr. &
Multiple fractures,
improve
longitudinal crack. The
fractures are minor and the
pipe has little to no flow on
high ground. No infiltration.
06063
W. Locust
or replace pipe
Re-evaluated as OK
7.1.5 SS11 PCAP Grade 5 Sewer Pipe Corrections
GIS ID
Street
Defect
Corrective Action
Completion
Date
Final Completion
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
December
2020
SAN P
05516
Glen Oak St
Broken pipe @ 75.0
(replace 16')
Install pipe liner or replace a portion
of the pipe
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
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
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
SAN P
05572
Wood St
Broken pipe @23.5
Install pipe liner or replace a portion
of the pipe
December
2020
SAN P
06071
W Locust St
Broken pipe @147.7
Install pipe liner or replace a portion
of the pipe
November 2013
SAN P
06130
Delaware St
Hole in pipe @84.4
Install pipe liner or replace a portion
of the pipe
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
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
SAN P
06183
Avon St
Broken pipe @8.0
Install pipe liner or replace a portion
of the pipe
October 2013
7.2 SS12 CORRECTIVE ACTION PLAN SCHEDULE
The City started to make improvements to the sewershed 12 public system in 2013. All public
improvements (manhole repairs/replacement and sewer lining/replacement) are scheduled to be
complete by the end of 2026.
7.2.1 SS12 Private Property Inspections Corrections
The City continues to work with property owners to make corrections to their private properties.
These are corrections made to private properties and therefore dependent upon funding by the
property owner. 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.
The total number of private property inspection corrections reported in the Sewershed 12
Corrective Action Plan was 73. As shown in the table below, only one issue is yet to be corrected.
7-39
Line item 59 shows a sump pit without pump; therefore, it is removed from this list as requiring a
connection as the City has verified the sump pump discharge line is not connected to the sanitary
sewer.
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
Yes
5
1260
ALTA VISTA
Sump pump to sanitary, Roof Drain
to sanitary.
Disconnect & discharge
to land
Yes
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
HILL ST
Flexible Hose used to discharge
p
Replace flex hose w/
o
g pip
Yes
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
Yes
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
Yes
20
259
LOCUST ST
Driveway run off discharges to
sanitary
Discuss options with
property owner
Yes
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
7-40
24
1090
MELROSE TER
Flexible Hose used to discharge
Sump
Replacehose w/
rigid pipe
pip
Yes
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
Yes
27
1493
MONTROSE TERRACE
Outside floor drain discharges to
sanitary
Disconnect or cover
Yes
28
555
NEVADA
Window well drains, stairwell drains
discharge to sanitary
Disconnect/plug and
cover stairwell
Yes
29
983
OXFORD ST
Sump Pump discharges to Sanitary
Disconnect & discharge
to land
Yes
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
g pip
Yes
33
1152
RACE ST
Downspout discharges to Sanitary
Disconnect, cap &
discharge to land
Yes
34
921
ROSE ST
Flexible Hose used to discharge
p
Replace elex hose w/
o
g pip
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
g pip
Yes
37
1120
UNIVERSITY AVE
Sump Pump discharges to Sanitary
Disconnect & discharge
to land
Yes
38
1052
UNIVERSITY AVE
Two sump pumps discharge to
sanitary
Disconnect & discharge
to land
Yes
39
728
UNIVERSITY AVE
Flexible Hose used to discharge
p
Replace elex hose w/
o
g pip
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
p
Replaceoelex hose w/
g pip
Yes
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
Yes
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
Yes
47
453
W 4TH ST
Roof Drain to Sanitary
Disconnect, cap &
discharge to land
Yes
48
639
W 5TH ST
eble Hose used to discharge
Sump
Replace elex hose w/
rigid pip
Yes
7-41
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 STH ST
Sump Pump discharges to Sanitary
Disconnect & discharge
to land
Yes
52
997
W STH ST
Flexible Hose used to discharge
p
Replaceoelex hose w/
g pip
Yes
53
1023
W STH 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
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
pump rigid pipe and
Yes
58
461
W 8TH ST
Yard drain discharges to Sanitary
Disconnect & landscape
Yes
59
684
W 8TH ST
Pit No Pump
Install rigid pipc and
pump
No c^ ^^•'^^^•'^n.
Remove from list.
60
1051
WALNUT ST
Roof Drain to Sanitary
Disconnect, cap &
discharge to land
Yes
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
Yes
65
695
WILSON
Roof Drain discharge unknown
Disconnect, cap &
discharge to land
Yes
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
Yes
69
845
WILSON ST
Sump Pump discharges to Sanitary
Disconnect & discharge
to land
Yes
70
852
WILSON ST
Flexible Hose used to discharge
p
Replace elex hose w/
o
g pip
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
7-42
7.2.2 SS12 Sanitary Smoke Testing: Private Property Corrections — Laterals
The City will work directly with property owners to determine the degree with which corrective
action is required. The property owners are responsible for both the work and financial
responsibility of the sanitary sewer lateral from the building to the public sewer. The City
acknowledges the financial burden this may place on property owners, and those eligible to receive
assistance may request financial assistance from the City. Televising the lateral may be costly for
private property owners and may not provide conclusive evidence of inflow or infiltration, similar
to televising of public mains The City will assist the private property owners with financial
assistance, as funds are available, to televise the lateral and perform either dye or flood testing
during the televising operation to determine the condition of the resident's lateral.
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.
No
2
548 W 7th St
Private
Smoke from holes (5) in
backyard
Televise service lateral during dye
test. Repair/replace lateral as needed.
No
3
638 W 8th St
Private
Smoke from front retaining
wall
Televise service lateral during dye
test. Repair/replace lateral as needed.
No
4
1025 Melrose Terr.
Private
Smoke from water shutoff
by telephone pedestal
Televise service lateral during dye
test. Repair/replace lateral as needed.
No
5
631 Chestnut St
Private
Smoke from ground
Televise service lateral during dye
test. Repair/replace lateral as needed.
No
6
1125 Highland Place
Private
Smoke from ground
Televise service lateral during dye
test. Repair/replace lateral as needed.
No
7
500 W 7th St
Private
Smoke from ground
Televise service lateral during dye
test. Repair/replace lateral as needed.
No
8
1296 Langworthy St
Private
Smoke from ground near
roof drain
Televise service lateral during dye
test. Repair/replace lateral as needed.
No
9
1142 University Ave
Private
Smoke from ground
Televise service lateral during dye
test. Repair/replace lateral as needed.
No
10
1142 University Ave
Private
Smoke from curb
Televise service lateral during dye
test. Repair/replace lateral as needed.
No
11
1120 University Ave
Private
Smoke from ground
Televise service lateral during dye
test. Repair/replace lateral as needed.
No
12
567 Arlington Street
Private
Smoke from retaining wall
Televise service lateral during dye
test. Repair/replace lateral as needed.
No
13
1155 Grove Terrace
Private
Smoke from ground and
retaining wall
Televise service lateral during dye
test. Repair/replace lateral as needed.
No
14
1105 Highland Place
Private
Smoke from ground
Televise service lateral during dye
test. Repair/replace lateral as needed.
No
15
1075 Walnut St
Private
Smoke from ground
Televise service lateral during dye
test. Repair/replace lateral as needed.
No
16
704 Caledonia Place
Private
Smoke from sidewalk joints
Televise service lateral during dye
test. Repair/replace lateral as needed.
No
17
514 Cooper Place
Private
Smoke from ground
Televise service lateral during dye
test. Repair/replace lateral as needed.
No
18
555 W 5th St
Private
Smoke from ground
Televise service lateral during dye
test. Repair/replace lateral as needed.
No
19
554 W 5th St
Private
Smoke from ground
Televise service lateral during dye
test. Repair/replace lateral as needed.
No
20
495 W 5th St
Private
Smoke from ground
Televise service lateral during dye
test. Repair/replace lateral as needed.
No
21
775 Hill St
Private
Smoke from ground around
water valve
Televise service lateral during dye
test. Repair/replace lateral as needed.
No
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.
No
7-43
7.2.3 SS12 Sanitary Smoke Testing: Private Property Corrections — Various
As of the current reporting period, five of eight properties corrected. Following field verification,
Line Item No. 4's address has been corrected from 1091 and 1099 Central Place to 1051 Central
Place.
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
No
2
997 & 983 Oxford
St
Private
Smoke from sump
discharge at curb
Determine sump pump discharge. This
property was corrected.
Yes
3
795 Alpine St
Private
Smoke from clean out
Notify property owner to install clean out
cap
Yes
4
1051 Center PI
Private
Smoke from below
building addition
Further investigate with property owner to
explain possible cause
Yes
5
1051 Center PI
Private
Smoke from stairwell
drain
Notify property owner to disconnect
stairwell drain from sanitary sewer or
enclose stairwell
Yes
6
461 W 8th St
Private
Smoke from around
telephone manhole
Notify Utility to further investigate and
explain observation
No
7
150' East of 461 W
8th St
Private
Smoke from around
telephone manhole
Notify Utility to further investigate and
explain observation
No
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.
Yes
7.2.4 SS12 Sanitary Sewer Smoke Testing: Public Property Corrections
Eight locations [see below] were identified as possible sources of infiltration. The following table
reflects public sanitary sewer corrections identified in the Sewershed 12 Corrective Action Plan
dated December 2012 and modified in April 2016. The completion dates reflect the dates outlined
in the Status update report dated April 2016.
Line
No.
Location
Owners
hip
Observation
Corrective Action
Completion Date
Final Completion Date
1
Bluff & 1st St
Public
Smoke from concrete
island
Dye test area,
CCTV main line
October 201i
December 2020
2
Loras College
Public/
Private*
Smoke from retaining
wall
Dye test area,
CCTV main line
June 2016
Confirmed Private Sewer.
Improvements completed
in 2015; further work
required.
3
MH 5576 -
Montrose & Pickett
Public
Smoke from retaining
wall near manhole
Dye test area,
CCTV main line
December 2018
December 2020
4
515 Cooper PI
Public/
Private*
Smoke from base of
retaining wall
Dye test area,
CCTV main line
September 2026
5
515 Cooper PI
Public/
Private*
Smoke from base of
power pole
Dye test area,
CCTV main line
September 2026
6
Alley between
Center PI & Alta
Vista St. on Uni.Ave
Public/
Private*
Smoke from base of
retaining wall
Dye test area,
CCTV main line
December 2018
December 2020
7
Alley between 18th
St & 15th St on
Cornell
Public/
Private*
Smoke from valve &
sidewalk cracks
Dye test area,
CCTV main line
June 2016
Confirmed Private Sewer.
Work completed in 2015.
8
MH 5619 - Loras &
Cox St
Public
Smoke from retaining
wall
Dye test area,
CCTV main line
December 2018
December 2020
7-44
7.2.5 SS 12 Sanitary Sewer Smoke Testing: Storm Catch Basins
The locations shown in the following table along Hill Street were televised and rehabilitated
by through cured in place pipe lining. The lining contractor was also responsible for dye testing
sanitary sewer laterals prior to restoring sanitary sewer service to ensure only those active
laterals were reinstated; thereby reducing unnecessary openings to the sanitary sewer main and
groundwater inflow.
Line No.
Location/
Address
Ownership
Observation
Corrective Action
Completion
Date
Final 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
October 2013
2
12th & Bluff
St
Public
Smoke from catch
basin
Dye test catch basin
CCTV Sanitary Sewer -
Repair lateral or
section of sewer
October 2013
3
Hill St &
Caledonia PI
Public
Smoke from catch
basin
Dye test catch basin
CCTV Sanitary Sewer
Repair lateral or
section of sewer
October 2016
July 2016
4
W 8th St &
Hill St
Public
Smoke from catch
basin
Dye test catch basin
CCTV Sanitary Sewer
Repair lateral or
section of sewer
October 2013
5
461 W 8th St
Public
Smoke from catch
basin
Dye test catch basin
CCTV Sanitary Sewer -
Repair lateral or
section of sewer
October 2013
6
11th 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
October 2013
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
October 2016
July 2016
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
October 2016
July 2016
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
October 2016
July 2016
10
Hill St & W
8th St
Public
Smoke from catch
basin
Dye test catch basin
CCTV Sanitary Sewer
Repair lateral or
section of sewer
October 2013
7.2.6 SS12 Manhole Corrections
The following table reflects public sanitary sewer corrections identified in the Sewershed 12
Corrective Action Plan dated December 2012 and modified in April 2016. The completion dates
reflect the dates outlined in the Status update report dated April 2016. All ten of the corrective
actions have been completed.
7-45
Line
No.
Location
Address
Ownership
Observation
Corrective Action
Completion
Date
Final
Completion
Date
1
MH 6767
Cox @ Loras
Public
Smoke from
manhole and
sidewalk in front
of Loras Physical
Plant
Reconstruct
manhole
chimney
November
2013
2
MH 5684
12th &
Grove
Public
Smoke from
around manhole
Reconstruct
manhole
chimney
November
2013
3
MH 7055
5th &
Raymond
Public
Smoke from
around manhole
Reconstruct
manhole
chimney
Rehabilitation
August
2016
August
2016
4
MH 6758
5th &
Roberts
Public
Smoke from
ground near
manhole
Reconstruct
manhole
Rehabilitation
August
2016
August
2016
5
MH 5572
Pickett &
Montrose
Public
Smoke from
pavement joints
around manhole
Reconstruct
manhole
chimney
Rehabilitation
June 2016
June 2016
6
MH 5606
Walnut &
Loras
Public
Smoke from
joints around
manhole
Reconstruct
manhole
chimney
August
2016
August
2016
7
MH 5632
Cummins St
Public
Smoke from
joints around
manhole
Reconstruct
mar"
Rehabilitation
June 2016
June 2016
8
MH 7008
16th &
Montrose
Public
Smoke around
manhole in
backyard
Reconstruct
manhole
chimney
Rehabilitation
August
2016
August
2016
9
MH 5619
Cox @ Loras
Public
Smoke around
manhole and
sidewalk
Reconstruct
ma'"
ifnney
Rehabilitation
June 2016
June 2016
10
MH 5594
Alley at Dell
Public
Smoke from
joints around
manhole and
adjacent steps
Reconstruct
manhole
chimney
November
2015
7.2.7 SS 12 Brick Manhole Corrections
The following table reflects public sanitary sewer corrections identified in the Sewershed 12
Corrective Action Plan dated December 2012 and modified in April 2016. The completion dates
reflect the dates outlined in the Status update report dated April 2016. All 25 of the scheduled
corrections have been completed. Line item number 17 shows two final completion dates; the new
manhole riser rings were installed in June 2016 and the spray seal manhole contract was completed
in August 2016.
Line
Item
No.
Manhole ID
Location
T
Lid/Cover Type
Manhole Type
Completion
Date
Final
Completion
Date
1
SAN S 07008
1545 Fairview
Place
Closed Pick
Brick
August 2016
August 2016
2
SAN S 05619
776 Loras Blvd
Closed Pick
Brick
June 2016
June 2016
3
SAN S 05594
567 Arlington,
Rear
Closed Pick
Brick
October 2013
7-46
4
SAN S O4302
Maiden Lane
Closed Pick
Brick
MH
Eliminated
5
SAN S O4232
205 Bluff St
Open, No Bolt
Brick
August 2016
August 2016
6
SAN S 04241
Alley btw 441
&467 Bluff
Open, No Bolt
Brick
Private MH
7
SAN S O4244
491 W 4th St
Open, No Bolt
Brick
February
2016
8
SAN S O4303
Maiden Lane
Open, No Bolt
Brick
October 2013
9
SAN S O4304
Maiden Lane
Open, No Bolt
Brick
October 2013
10
SAN S O4325
Alley E of Bluff St
Open, No Bolt
Brick
August 2016
August 2016
11
SAN S O4327
Alley E of Bluff, S
of W 4th St
Open, No Bolt
Brick
February
2016
12
SAN 5 05715
970 Grove Terr
Open, No Bolt
Brick
2011
13
SAN S O4515
801 Bluff St
Open, No Bolt
Brick
February
2016
14
SAN S 05587
525 Loras Blvd
Open, Bolt
Brick
November
2013
15
SAN S 05603
637 Arlington St,
Rear
Open, No Bolt
Brick
October 2013
16
SAN S 05623
Cnr Loras and
Cummins
Open, No Bolt
Brick
February
2016
17
SAN S 05627
604 Chestnut St,
Rear
Open, No Bolt
Brick
June 2016
June 2016 &
August 2016
18
SAN 5 05671
1132 Center PI,
Rear
Open, No Bolt
Brick
November
2013
19
SAN S 05676
Alley E of Race St,
5 of Rose St
Open Pick
Brick
June 2016
June 2016
20
SAN S 05680
Pi ley 982 Center
Open, No Bolt
Brick
June 2016
June2016
21
SAN S 05682
SAtley 1025 Walnut
Open, No Bolt
Brick
June 2016
June 2016
22
SAN S 05693
618 University Ave
Open, No Bolt
Brick
October 2013
23
SAN S 05706
590 University Ave
Open, No Bolt
Brick
October 2013
24
SAN 5 05804
SAtley 716 Wilson
Open, No Bolt
Brick
October 2013
25
SAN S 07174
825 Air Hill St
Open, No Bolt
Brick
August 2016
August 2016
7.2.8 SS12 Sanitary Sewer Rehabilitation/Corrections
The following table reflects public sanitary sewer corrections identified in the Sewershed 12
Corrective Action Plan dated December 2012 and modified in April 2016. The completion dates
reflect the dates outlined in the Status update report dated April 2016.
Line
No.
U/S
Manhole
D/S
Manhole
Sewershed
No.
Location
Pipe
Dia.(in)
Est. Total
Length,
(FT)
Modified
Completion
Date
Final
Completion
Date
1
SAN S
07007
SANS
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 S
05594
12-1
Arlington St.
8
171
October 2013
7-47
5
SAN S
05632
SAN S
05623
12-1
Cummins St.
8
132
October 2013
6
SANS
05592
SANS
05587
12-1
Dell St. North
8
133
November
2013
7
SANS
05715
SANS
05720
12-1
Grove Terrace
8
214
December
2022
8
SAN S
05720
SAN S
05688
12 1
Loras Blvd
Grove Terrace
8
176
December
2022
9
SAN S
05616
SAN S
05614
12-1
Loras Blvd
8
145
October 2013
10
SAN S
05593
SANS
05587
12-1
Loras Blvd
8
320
November
2013
11
SAN S
06930
SAN S
05600
12-1
Prairie St.
8
132
October 2013
12
SANS
04517
SANS
04520
12-1
W 12" St.
8
315
November
2013
13
SAN S
05671
SAN S
05665
12-2
Center PI
8
206
October 2013
14
SANS
05831
SANS
05827
12-2
Delhi St.
8
217
Main
Abandoned
15
SANS
05832
SANS
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
SANS
05693
SANS
05706
12-2
University Ave
8
218
November
2013
18
SAN S
05698
SAN S
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
SANS
04298
12-3
Cooper PI
8-6
211
December
2026
21
SAN S
05713
SANS
04512
12-3
W 8" St.
8
154
November
2013
22
SAN S
05705
SANS
07416
12-3
W 8th St.
8
135
November
2013
23
SAN S
05708
SAN S
05709
12-3
W8th St.
8
180
October 2013
24
SANS
04304
SANS
04303
12-3
Maiden Lane
8 6
167
December
2026
25
SANS
04303
SANS
04302
12-3
Maiden Lane
8-6
193
December
2026
26
SANS
04302
SANS
07433
12-3
Maiden Lane
8 6
159
December
2026
27
SAN S
07151
SAN S
05741
12-4
Alpine St.
8
238
October 2013
28
SANS
05747
SANS
05746
12-4
Harvard St.
8 6
325
December
2025
29
SAN S
05757
SAN S
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
SAN S
04279
SAN S
04280
12-5
Cardiff St.
8
154
October 2013
32
SANS
04520
SAN
04519
12-5
Bluff St.
8-12
324
November
2013
33
SANS
07173
SANS
04347
12-5
St Mary's St.
8
157
November
2013
34
SAN S
03951
SAN S
03952
12-5
Langworthy St.
8
203
October 2013
35
SAN S
04274
SAN S
04275
12-5
Summitt St.
8
138
October 2013
36
SAN S
04283
SANS
04348
12-5
W 3rd St.
8
261
November
2013
7-48
7.3 SEWERSHED 7 CORRECTIVE ACTION PLAN SCHEDULE
The following sections also reflect private and public sanitary and storm sewer corrections
identified in the Sewershed 7 Corrective Action Plan dated December 2013. The completion dates
are based on the dates reflected in the Status update report dated April 2016. The City began
making improvements to the Sewershed 7 public system in 2014, and they are scheduled to be
complete by June of 2025.
7.3.1 SS7 Private Property Inspections and Corrections
The total number of private property inspection corrections reported in the Sewershed 7 Corrective
Action Plan was 29; this was increased to 30 as inspections continue. All 30 have been corrected.
Line No.
House No.
Street Name
Defect
Corrective Action
Corrected
1
2444
BROADWAY
Downspout to Sanitary Sewer
Disconnect & discharge to land
Yes
2
402
PRIMROSE
Exterior stairwell drains to sanitary
Plug and Provide for Covered
Area or Pipe to Storm sewer
Yes
3
2845
CENTRAL AVE
Flex Hose Used to Discharge Sump
Install rigid pipe
Yes
4
2006
N MAIN ST
Flex Hose Used to Discharge Sump
Install rigid pipe
Yes
5
2777
BROADWAY
Sump Pump to Sanitary Sewer
Disconnect & discharge to land
Yes
6
2670
CENTRAL AVE
Sump Pump to Sanitary Sewer
Disconnect & discharge to land
Yes
7
2812
CENTRAL AVE
Sump Pump to Sanitary Sewer
Disconnect & discharge to land
Yes
8
2247
CENTRAL AVE
Sump Pump to Sanitary Sewer
Disconnect & discharge to land
Yes
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
30
2463
CENTRAL AVE
Sump pump drains to sanitary sewer
Disconnect & discharge to land
Yes
7-49
7.3.2 SS7 Sanitary Smoke Testing - Private Property Corrections
The total number of private property smoke detected corrections reported in the Sewershed 7
Corrective Action Plan was 48 properties. This was reduced to 45 as there was duplicate
entries/locations. A total of 17 of the 45 properties have been corrected.
The property owners are responsible for both the work and financial responsibility of the sanitary
sewer lateral from the building to the public sewer. The City acknowledges the financial burden
this may place on property owners. Therefore, the City will assist the private property owners
with financial assistance, as funds are available, to televise the lateral and perform either dye or
flood testing during the televising operation to determine the condition of the resident's lateral.
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
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
a downspout
Notify property owner to disconnect
downspout.
Yes
5
2445
BROADWAY ST
Private
a sanitary sewer
cleanout
Notify property owner to replace or
repair clean out.
Yes
6
2247
CENTRAL AVE
Private
a downspout
Notify property owner to disconnect
downspout.
Yes
7
2247
CENTRAL AVE
Private
a driveway drain
Notify property owner to disconnect
driveway drain
Yes
8
2917
CENTRAL AVE
Private
a sanitary sewer
cleanout
Notify property owner to replace or
repair clean out.
Yes
9
2613
CENTRAL AVE
Private
yard drain alongside of
house direct connection
to san
Notify property owner to disconnect
area drain.
Yes
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.
Yes
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
7-50
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.
Yes
21
1275
CLARKE DR
Private
a broken lateral clean
out
Notify property owner to replace or
repair clean out.
Yes
22
995
CLARKE DR
Private
a broken lateral clean
out
Notify property owner to replace or
repair clean out.
Yes
23
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.
Yes
24
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.
Yes
25
2815
DAVENPORT ST
Private
a downspout
Notify property owner to disconnect
downspout.
Yes
26
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
27
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
28
2252
FRANCIS ST
Private
a pvc pipe sticking out
of the ground
Notify property owner to replace or
repair clean out.
Yes
29
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
30
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
31
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
32
2186
HODGDON ST
Private
a leaking sanitary sewer
manhole
Notify property owner to replace or
repair manhole.
Yes
33
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
34
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
35
370
KAUFMANN
AVE
Private
a retaining wall
Televise sanitary service lateral during
dye test and/or Repair/replace lateral
as needed.
No
36
370
KAUFMANN
AVE
Private
a retaining wall
Televise sanitary service lateral during
dye test and/or Repair/replace lateral
as needed.
No
37
390
KAUFMANN
AVE
Private
concrete stairs
Televise sanitary service lateral during
dye test and/or Repair/replace lateral
as needed.
No
38
410
KAUFMANN
AVE
Private
retaining wall
Televise sanitary service lateral during
dye test and/or Repair/replace lateral
as needed.
No
7-51
39
430
KAUFMANN
AVE
Private
retaining wall
Televise sanitary service lateral during
dye test and/or Repair/replace lateral
as needed.
No
40
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
41
850
LOWELL ST
Private
a private sanitary sewer
clean out
Notify property owner to replace or
repair clean out.
Yes
42
468
LOWELL 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
43
452
LOWELL ST
Private
a downspout
Notify property owner to disconnect
downspout.
Yes
44
2750
MUSCATINE ST
Private
the yard behind the
curb
Televise sanitary service lateral during
dye test and/or Repair/replace lateral
as needed.
No
45
808
SPIRES DR
Private
smoke coming from
yard, possible broken
lateral
Televise sanitary service lateral during
dye test and/or Repair/replace lateral
as needed.
No
7.3.3 SS7 Sanitary Smoke Testing: Public Sanitary Sewer Corrections
The following table reflects public sanitary sewer corrections identified in the Sewershed 7
Corrective Action Plan dated December 2013 and modified in April 2016. The completion dates
reflect the dates outlined in the Status update report dated April 2016. Rehabilitation of the
sewers is scheduled to be complete by the end of 2021.
Line
No.
Nearest St. Address
Ownership
Observation
Corrective Action
Completion Date
Final
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.
CCTV Feb
2016/December 2019
Sewer Rehab
CCTV
February 2016
2
2524
BROADWAY
ST
Public
open pickhole MH lid
Replace manhole
lid
See Section
7.3.5
3
335
BURLINGTON
ST
public
Smoke coming from water
valve box
Televise sanitary
sewer near water
valve. Repair as
needed.
See Section
7.3.5
4
335
BURLINGTON
ST
Public
open pickhole MH lid
Replace manhole
lid
See Section
7.3.5
6
2901
CENTRAL AVE
Public
open pick hole MH lid
Replace manhole
lid
See Section
7.3.5
7
2540
CENTRAL AVE
Public
Quest utility manhole
Televise sanitary
sewer near utility.
Repair sewer as
needed.
CCTV Feb
2016/December 2019
Sewer Rehab
CCTV
February 2016
8
1005
CLARKE
CREST CT
Public
open pick hole MH lid
Replace manhole
lid
See Section
7.3.5
9
2525
CLARKE
CREST DR
Public
open pick hole MH lid
Replace manhole
lid
See Section
7.3.5
10
2530
CLARKE
CREST DR
Public
Missing manhole cover
bolt
Install new bolt
See Section
7.3.5
11
2470
CLARKE
CREST DR
Public
open pick hole MH lid
Replace manhole
lid
See Section
7.3.5
7-52
12
2480
CLARKE
CREST DR
Public
Open pick hole MH lid
Replace manhole
lid
See Section
7.3.5
13
2320
CLARKE
CREST DR
Public
Open pick hole MH lid
Replace manhole
lid
See Section
7.3.5
14
998
CLARKE
CREST DR
Public
Open pick hole MH lid
Replace manhole
lid
See Section
7.3.5
15
2240
CLARKE
CREST DR
Public
open pick hole MH
Replace manhole
lid
See Section
7.3.5
16
1275
CLARKE DR
Public
Smoke coming from
behind curb
Apply sealant to
manhole casting
See Section
7.3.5
17
1275
CLARKE DR
Public
Smoke coming from crack
in street
Televise sanitary
sewer along
street. Repair/
rehab as needed.
December 2021
18
2443
DIVISION ST
Public
open pick hole MH lid
Replace manhole
lid
See Section
7.3.5
19
908
FARRELL CT
Public
smoke coming from
around rim of MH
Apply sealant to
manhole casting
See Section
7.3.5
20
2295
FOYE ST
Public
Smoke coming from
around concrete around
MH
Inspect manhole
chimney. Repair/
rehabilitate as
needed.
See Section
7.3.5
21
2230
FRANCIS ST
Public
alley way between Francis
and central behind 2230
Francis
Replace manhole
lid
See Section
7.3.5
22
2282
HAROLD ST
Public
Smoke coming from
around concrete around
MH
Inspect manhole
chimney. Repair/
rehabilitate as
needed.
See Section
7.3.5
23
2464
HEMPSTEAD
ST
Public
Smoke coming from
around MH and yard
around driveway
Replace manhole
lid
See Section
ect
7.3.5
24
2320
HEMPSTEAD
ST
Public
Smoke coming from
around MH
Replace manhole
lid
See Section
7.3.5
25
836
KAUFMANN
AVE
Public
Smoke coming from
around concrete ring
around MH
Inspect manhole
chimney. Repair/
rehabilitate as
needed.
See Section
7.3.5
26
828
KAUFMANN
AVE
Public
San Sewer main running
up to Ferrel Ct.
Televise sanitary
sewer in location.
Examine flow
data. Repair/
rehab as needed.
December 2021
27
530
KAUFMANN
AVE
Public
the back of curb in yard
Televise sanitary
sewer in location.
Examine flow
data. Repair/
rehab as needed.
December 2021
28
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.
December 2021
29
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.
December 2021
30
806
LACEY CT
Public
smoke bleeding up from
grass around MH
Inspect manhole
chimney. Repair/
See Section
7.3.5
7-53
rehabilitate as
needed.
31
750
MONTCREST
ST
Public
Smoke coming from
cracks in street
Televise sanitary
sewer in location.
Examine flow
data. Repair/
rehab as needed.
December 2024
32
750
MONTCREST
ST
Public
corner of Montcrest and
Hempstead Smoke
coming from around
concrete around MH
Replace manhole
lid
See Section
7.3.5
33
505
NAPIER ST
Public
smoke coming out from
around concrete around
MH
Inspect manhole
chimney. Repair/
rehabilitate as
needed.
See Section
7.3.5
34
2742
PLEASANT
VIEW DR
Public
smoke coming from under
manhole casting
Inspect manhole
chimney. Repair/
rehabilitate as
needed.
See Section
7.3.5
35
701
RAVENWOOD
CT
Public
open pick hole MH lid
Replace manhole
lid
See Section
7.3.5
36
707
RAVENWOOD
CT
Public
Open pick hole MH lid
Replace manhole
lid
See Section
7.3.5
37
2425
SPIRES CT
Public
smoke coming from crack
in street
Televise sanitary
sewer in location.
Examine flow
data. Repair/
rehab as needed.
See Section
7.3.5
38
2460
SPIRES CT
Public
Smoke coming from grass
around manhole
Inspect manhole
chimney. Repair/
rehabilitate as
needed.
See Section
7.3.5
39
2420
SPIRES CT
Public
smoke coming from under
manhole casting
Inspect manhole
chimney. Repair/
rehabilitate as
needed.
See Section
7.3.5
40
2400
SPIRES CT
Public
smoke coming from under
manhole casting
Inspect manhole
chimney. Repair/
rehabilitate as
needed.
See Section
7.3.5
41
808
SPIRES DR
Public
smoke coming from under
manhole casting
Inspect manhole
chimney. Repair/
rehabilitate as
needed.
See Section
7.3.5
42
807
SPIRES DR
Public
smoke coming from under
manhole casting
Inspect manhole
chimney. Repair/
rehabilitate as
needed.
See Section
7.3.5
43
2709
VENTURA DR
Public
open pick hole MH lid
Replace manhole
lid
See Section
7.3.5
7.3.4 SS7 Sanitary Smoke Testing: Public Storm Sewer Corrections
The following table reflects public sanitary and storm sewer corrections identified in the
Sewershed 7 Corrective Action Plan dated December 2013 and modified in April 2016. The
completion dates reflect the dates outlined in the Status update report dated April 2016.
Rehabilitation of the sewers is scheduled for 2019.
7-54
Line
No.
Nearest St. Address
Owners
hip
Observation
Corrective Action
Completion
Date
Final 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.
CCTV Feb
2016/December
2019
Sewer Rehab
CCTV February
2016
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.
CCTV Feb
2016/December
2019
Sewer Rehab
CCTV February
2016
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.
CCTV Feb
2016/December
2019
Sewer Rehab
CCTV February
2016
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.
CCTV Feb
2016/December
2019
Sewer Rehab
CCTV February
2016
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.
CCTV Feb
2016/December
2019
Sewer Rehab
CCTV February
2016
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.
December 2020
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.
December 2020
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/CCTV
San. Sewer/ and/or Repair
or Rehab. Sewer as
needed.
December 2020
9
2403
CENTRAL
AVE
Public
NW 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.
CCTV Feb
2016/December
2019
Sewer Rehab
CCTV February
2016
10
2400
CENTRAL
AVE
Public
NE 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.
CCTV Feb
2016/December
2017
Sewer Rehab
CCTV February
2016
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.
CCTV Feb
2016/December
2019
Sewer Rehab
CCTV February
2016
12
2311
CENTRAL
AVE
Public
smoke coming
from catch basin
CCTV San. Sewer/ and/or
Repair or Rehab. Sewer as
needed.
CCTV Feb
2016/December
2019
Sewer Rehab
CCTV February
2016
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.
CCTV Feb
2016/December
2019
Sewer Rehab
CCTV February
2016
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.
December 2021
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.
December 2021
7-55
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.
December 2021
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.
December 2021
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.
December 2021
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.
December 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.
December 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.
December 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.
December 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.
December 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.
December 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.
December 2014
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.
December 2014
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.
December 2014
28
806
LOWELL ST
Public
smoke coming
from catch basin
Dye test catch basin/CCTV
San. Sewer/ and/or Repair
or Rehab. Sewer as
needed.
December 2014
29
2303
WOODWOR
TH 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.
December 2014
7-56
7.3.5 SS7 Manhole Corrections
The following table reflects public sanitary sewer corrections identified in the Sewershed 7
Corrective Action Plan dated December 2013 and modified in April 2016. The completion dates
reflect the dates outlined in the Status update report dated April 2016.
Line
No
Location
Nearest St. Address
Observation
Corrective
Action
Completion
Date
Final
Completion
Date
1
SAN S
06329
2524
BROADWAY ST
open pickhole MH lid
manhole lid
October 2016
June 2016
2
SANS
06471
335
BURLINGTON ST
open pickhole MH lid
Replace
manhole lid
October 2016
June 2016
3
SAN S
06469
335
BURLINGTON ST
Open pickhole MH lid
manholeReplidlace
February 2016
February 2016
4
SAN S
06615
2901
CENTRAL AVE
open pick hole MH lid
manholeReplidlace
October 2015
5
SANS
06222
1005
CLARKE CREST CT
open pick hole MH lid
Replace
manhole lid
October 2015
6
SAN S
06241
2525
CLARKE CREST DR
open pick hole MH lid
ac
Repmane lid
June 2015
7
SANS
06242
2530
CLARKE CREST DR
Missing manhole
cover bolt
Install new bolt
June 2015
8
SANS
06245
2470
CLARKE CREST DR
open pick hole MH lid
Replace
manhole lid
June 2015
9
SAN S
06244
2480
CLARKE CREST DR
Open pick hole MH lid
manholeReplidlace
June 2015
10
SAN S
06219
2320
CLARKE CREST DR
Open pick hole MH lid
manholeReplidlace
June 2015
11
SAN S
05508
995
CLARKE CREST DR
Open pick hole MH lid
manholeReplidlace
October 2015
12
S
06225
2240
CLARKE CREST DR
open pick hole MH
manSAN
hole lid
June 2015
13
SANS
07011
1275
CLARKE DR
Smoke behind curb
Apply sealant to
manhole casting
October 2015
44
SANS
06333
2113
DIVISION ST
pick holc MH li.J
Replace
manhole lid
Duplicate
Manhole
-
15
SANS
06238
908
FARRELL CT
smoke coming from
around rim of MH
Apply sealant to
manhole casting
June 2015
16
SANS
06276
2295
FOYE ST
Smoke coming from
around concrete
around MH
Eliminate
manhole
June 2016
June 2016
17
SANS
04678
2230
FRANCIS ST
alley way between
francis & central
behind 2230 francis
Replace
manhole lid
October 2015
18
SANS
05483
2282
HAROLD ST
Smoke coming from
around concrete
around MH
Eliminate
manhole
June 2016
June 2016
19
SANS
05471
2464
HEMPSTEAD ST
Smoke coming from
around MH and yard
around driveway
Replace
manhole lid.
December 2023
20
SAN S
05478
2320
HEMPSTEAD ST
Smoke coming from
around MH
Replace
manhole lid
December 2023
21
SAN S
06774
836
KAUFMANN AVE
Smoke coming from
around concrete ring
around MH
Inspect manhole
chimney.
Repair/rehabilita
to as needed.
December 2021
7-57
22
SAN S
06235
806
LACEY CT
smoke coming up
from grass around MH
Inspect manhole
chimney.
Repair/rehabilita
te as needed.
June 2015
23
SAN S
05466
750
MONTCREST ST
Montcrest and
Hempstead Smoke
coming from around
concrete around MH
Replace
manhole lid
August 2016
August 2016
24
SAN S
06273
505
NAPIER ST
smoke coming out
from around concrete
around MH
Inspect manhole
chimney.
Repair/rehabilita
te as needed.
August 2016
August 2016
25
SAN S
06374
2742
PLEASANT VIEW
DR
smoke coming from
under manhole casting
Inspect manhole
chimney.
Repair/rehabilita
te as needed.
August 2016
August 2016
26
SANS
06243
701
RAVENWOOD CT
open pick hole MH lid
Replace
manhole lid
June 2015
27
SAN S
06247
707
RAVENWOOD CT
Open pick hole MH lid
manholeReplidlace
June 2015
28
SAN S
06254
2460
SPIRES CT
Smoke coming from
grass around manhole
Inspect manhole
chimney.
Repair/rehabilita
te as needed.
June 2016
June 2016
29
SAN S
06253
2420
SPIRES CT
smoke coming from
under manhole casting
Inspect manhole
chimney.
Repair/rehabilita
te as needed.
June 2016
June 2016
30
SAN 5
06260
2400
SPIRES CT
smoke coming from
under manhole casting
Inspect manhole
chimney.
Repair/rehabilita
te as needed.
June 2016
June 2016
31
SANS
06257
808
SPIRES DR
smoke coming from
under manhole casting
Inspect manhole
chimney.
Repair/rehabilita
te as needed.
June 2016
June 2016
32
SAN S
06256
807
SPIRES DR
smoke coming from
under manhole casting
Inspect manhole
chimney.
Repair/rehabilita
te as needed.
June 2016
June 2016
33
SAN S
06361
2709
VENTURA DR
open pick hole MH lid
manholeReplidlace
December 2018
May 2016
7.3.6 SS7 Brick Manhole Corrections
The following table reflects public sanitary sewer corrections identified in the Sewershed 7
Corrective Action Plan dated December 2013 and modified in April 2016. The completion dates
reflect the dates outlined in the Status update report dated April 2016.
Line
No.
Manhole ID
Location
Lid/Cover Type
Tentative
Completion
Date
Modified
Completion
Date
Final
Completion
Date
1
SAN S
04673
ALLEY BEHIND
HARTIG DRUG
CENTRAL
AVE
Concealed Pickhole -
Not Bolted
October 2015
March 2016
March 2016
2
SAN S
04679
ALLEY BEHIND
HARTIG DRUG
CENTRAL
AVE
Open Pickhole, Not
Bolted
October 2015
March 2016
March 2016
3
SANS
06277
behind 338
Kaufmann
CHAPEL CT
Concealed Pickhole -
Not Bolted
October 2015
March 2016
March 2016
42421
SANS
06312
DIVISION ST
Concealed Pickhole
Not Bolted
October 2015
June 2025
7-58
5
SAN S
06333
2443
DIVISION ST
Open Pickhole, Not
Bolted
October 2015
June 2025
6October
SANS
06288
@ Lowell
FOYE ST
Concealed Pickhole
Not Bolted
2015
March 2016
March 2016
7
SAN S
04680
51
KAUFMANN
AVE
Concealed Pickhole -
Not Bolted
October 2015
October 2015
8October
SANS
06271
@ Foye
LOWELL ST
Concealed Pickhole
Not Bolted
2015
March 2016
March 2016
9
SAN S
06272
480
LOWELL ST
Eliminate manhole
October 2015
March 2016
March 2016
10
SAN S
06283
546
LOWELL ST
Concealed Pickhole
Not Bolted
October 2015
March 2016
March 2016
11
SANS
06289
ROSEALINE
LOWELL ST
Concealed Pickhole
Not Bolted
October 2015
March 2016
March 2016
12
SANS
06290
430
LOWELL ST
Concealed Pickhole
Not Bolted
October 2015
March 2016
March 2016
13
SANS
06293
@ Paul St
LOWELL ST
Concealed Pickhole
Not Bolted
October 2015
March 2016
March 2016
14
SANS
06294
364
LOWELL ST
Concealed Pickhole
Not Bolted
October 2015
March 2016
March 2016
15
SAN S
06295
315
LOWELL ST
Concealed Pickhole
Not Bolted
October 2015
March 2016
March 2016
16
SAN S
04674
70
W 23RD ST
Concealed Pickhole
Not Bolted
October 2015
March 2016
March 2016
17
SANS
06314
Division St
W 24TH ST
Concealed Pickhole
Not Bolted
October 2015
March 2016
March 2016
7.3.7 SS7 Sanitary Sewer Corrections
The following table reflects public sanitary sewer corrections identified in the Sewershed 7
Corrective Action Plan dated December 2013 and modified in April 2016. The tentative
completion dates reflect the dates outlined in the Status update report dated April 2016. All
scheduled improvements are completed.
Sewershed
Sub Area
Manhole
D/S Manhole
Street
Location
Diameter,
Inches
Length,
Feet
Tentative
Completion
Date
Final
Completion
Date
7--1
SAN S O4771
SAN S O4769
Kaufmann
Ave.
12
385
December
2014
December
2014
7--1
SAN S O4769
SAN S O4767
Kaufmann
Ave.
12
255
December
2014
December
2014
7--1
SAN S O4767
SAN S O4684
Kaufmann
Ave.
12
265
December
2014
December
2014
7--1
SAN S O4684
SAN S O4682
Kaufmann
Ave.
12
164
December
2014
December
2014
7--1
SAN S O4682
SAN S O4681
Kaufmann
Ave.
12
76
December
2014
December
2014
7--3
SAN S 05482
SAN S 05456
Lowell St.
6
179
November
2015
November
2015
7--3
SAN S 05456
SAN S 05455
Lowell St.
6
206
November
2015
November
2015
7--3
SAN S 05455
SAN S 05454
Lowell St.
8
238
December
2014
December
2014
7--3
SAN S 05454
SAN S 05453
Lowell St.
8
193
December
2014
December
2014
7--3
SAN S 05453
SAN S 05481
Lowell St.
8
105
December
2014
December
2014
7--3
SAN S 07424
SAN S 05481
Lowell St.
8
148
December
2014
December
2014
7--3
SAN S 05480
SAN S 07424
Lowell St.
8
265
December
2014
December
2014
7-59
7--3
SAN S 06285
SAN S 05480
Lowell St.
8
265
December
2014
December
2014
7--3
SAN S 06284
SAN S 06285
Lowell St.
8
77
December
2014
December
2014
7.4 SEWERSHED 5 CORRECTIVE ACTION PLAN SCHEDULE
The section also includes data describing public sanitary and storm sewer corrections identified in
the Sewershed 5 Corrective Action Plan dated November 2014 and modified in April 2016. The
completion dates reflect the dates outlined in the Status update report dated April 2016. All
improvements to the public system within Sewershed 5 have been completed. Improvements to
private systems remain.
7.4.1 SS5 Failed and Corrected Private Property Inspections
The City continues to work with property owners to make corrections to their private properties.
These are corrections made to private properties and therefore dependent upon funding by the
property owner. 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. In Sewershed 5, there were
68 failed private property inspections as listed below, of those, 66 have been corrected.
Line No.
House No.
Street Name
Defect
Corrective Action
Corrected and
Passed Re -
inspection
1
3463
DOVE
Broken lateral
Line or replace private lateral
NO
2
2672
RAVEN OAKS
clean out broken
Repair clean out
NO
3
2680
DOVE
Exterior stairwell drain to sanitary
Plug and Provide for Covered
Area or Pipe to Storm sewer
YES
4
2340
CRISSY DR
Exterior stairwell drain
Plug and Provide for Covered
Area or Pipe to Storm sewer
YES
5
2422
GORDON DR
Seepage collection system to
floor drain
Repair seepage holes and install
sump pump and discharge to
land
YES
6
2330
TRYGG DR
Seepage collection system to
floor drain
Repair seepage holes and install
sump pump and discharge to
land
YES
7
3030
ARBOR HILLS DR
Sump pump to sanitary
Disconnect & discharge to land
YES
8
2875
BRUECK
Sump pump to sanitary
Disconnect & discharge to land
YES
9
3155
CASTLE WOODS LN
Sump pump to sanitary
Disconnect & discharge to land
YES
10
549
MILL RUN DR
Sump pump to sanitary
Disconnect & discharge to land
YES
11
2225
CARTER RD
clean out broken
Repair
YES
12
2225
CARTER RD
clean out broken
Repair
YES
13
3150
J F KENNEDY RD
clean out broken
Repair
YES
14
2947
W 32ND ST
clean out broken
Repair
YES
15
2329
CARTER RD
Driveway drain to sanitary
Repair
YES
16
3462
ASBURY RD
Exterior stairwell and yard drain
to sanitary
Disconnect
YES
17
2530
CRISSY DR
Exterior stairwell drain to sanitary
Disconnect
YES
18
2419
EVERGREEN DR
Exterior stairwell drain to sanitary
Disconnect
YES
19
2549
ROSEWOOD DR
Exterior stairwell drain to sanitary
Disconnect
YES
7-60
20
2561
ROSEWOOD DR
Exterior stairwell drain to sanitary
Disconnect
YES
21
2584
ROSEWOOD DR
Exterior stairwell drain to sanitary
Disconnect
YES
22
2590
ROSEWOOD DR
Exterior stairwell drain to sanitary
Disconnect
YES
23
2309
W 32ND ST
Exterior stairwell drain to sanitary
Disconnect
YES
24
3053
ARBOR HILLS DR
Flex hose used
Remove and replace
YES
25
3030
ASBURY RD
Flex hose used
Remove and replace
YES
26
2221
CARTER RD
Flex hose used
Remove and replace
YES
27
2598
HACIENDA DR
Flex hose used
Remove and replace
YES
28
2143
JUDSON DR
Flex hose used
Remove and replace
YES
29
3439
KAUFMANN AVE
Flex hose used
Remove and replace
YES
30
3358
KIMBERLY DR
Flex hose used
Remove and replace
YES
31
3486
KIMBERLY DR
Flex hose used
Remove and replace
YES
32
2929
KRISTEN CT
Flex hose used
Remove and replace
YES
33
2661
MARYWOOD DR
Flex hose used
Remove and replace
YES
34
3325
SUNSET PARK CIR
Flex hose used
Remove and replace
YES
35
3335
SUNSET PARK CIR
Flex hose used
Remove and replace
YES
36
3441
SUNSET PARK CIR
Flex hose used
Remove and replace
YES
37
3466
SUNSET PARK CIR
Flex hose used
Remove and replace
YES
38
3344
TIBEY CT
Flex hose used
Remove and replace
YES
39
3494
WALLER ST
Flex hose used
Remove and replace
YES
40
2310
MARTIN DR
Pit no pump
Disconnect
YES
41
3416
KAUFMANN AVE
Seepage Collection to sanitary
Disconnect
YES
42
3406
DOVE ST
Seepage Collection and sump to
sanitary
Disconnect
YES
43
2595
GLENVIEW CIR
Sump pump to sanitary
Disconnect
YES
44
2527
HACIENDA DR
Sump pump to sanitary
Disconnect
YES
45
2625
KENNEDY RD
Sump pump to sanitary
Disconnect
YES
46
2395
THEDA DR
Sump pump to sanitary
Disconnect
YES
47
3245
THEDA DR
Sump pump to sanitary
Disconnect
YES
48
3207
ARROWWOOD LN
sump to sanitary
Disconnect
YES
49
3250
BLASEN DR
sump to sanitary
Disconnect
YES
50
2940
BRUECK
sump to sanitary
Disconnect
YES
51
2584
GLENVIEW CIR
sump to sanitary
Disconnect
YES
52
2299
GORDON DR
sump to sanitary
Disconnect
YES
53
2326
GORDON DR
sump to sanitary
Disconnect
YES
54
2483
GORDON DR
sump to sanitary
Disconnect
YES
55
2498
HACIENDA DR
sump to sanitary
Disconnect
YES
56
2578
HACIENDA DR
sump to sanitary
Disconnect
YES
57
3370
KAUFMANN AVE
sump to sanitary
Disconnect
YES
58
2659
KENNEDY RD
sump to sanitary
Disconnect
YES
59
2278
MARTIN DR
sump to sanitary
Disconnect
YES
60
2318
MARTIN DR
sump to sanitary
Disconnect
YES
61
2537
MARYWOOD DR
sump to sanitary
Disconnect
YES
62
2541
MARYWOOD DR
sump to sanitary
Disconnect
YES
7-61
63
2600
MARYWOOD DR
sump to sanitary
Disconnect
YES
64
2689
MARYWOOD DR
sump to sanitary
Disconnect
YES
65
2551
ROSEWOOD DR
sump to sanitary
Disconnect
YES
66
2350
WOODLAWN
sump to sanitary
Disconnect
YES
67
3142
W 32ND ST
Yard drain
Repair
YES
68
2206
WOODLAWN
Yard drain to sanitary
Repair
YES
Sewershed 5 inspections presented a new issue, a sump pit without a sump pump. The area was
more recently developed and properties were permitted to have pits installed without sump pumps;
the sump pumps or pits discharge line have been verified as not connected to the sanitary sewer
and therefore at this time are not illegal connections and do not require corrective action. However,
the City is considering, what, if any, further action needs to be taken. The list of properties meeting
this description was originally reported in the March 2015 Semi Annual report.
7.4.2 SS5 Sanitary Smoke Testing — Private Property Corrections
The original reported private property correction list was 25 properties; this is reduced to 22 as
there were duplicate addresses. A second correction to the following table includes the change of
3047 Woodlawn to 3047 Karen Street; the incorrect address was identified following smoke
testing. To date, 17 of the 22 amended total properties have been corrected.
Line
No.
House
No.
Street Name
OwnershipSmoke
Observed
from:
Corrective Action
Corrected
1
2615
W 32ND ST
Private
Sanitary Sewer
Cleanout
Replace cleanout cap
Yes
2
3142
W 32ND ST
Private
Sanitary Sewer
Cleanout
Replace cleanout cap
Yes
3
3023
W 32ND ST
Private
Sanitary Sewer
Cleanout
Replace cleanout cap
Yes
4
3047
WOODLAWN ST
KAREN ST
Private
Sanitary Sewer
Cleanout
Replace cleanout cap
Yes
5
2210
WOODLAWN ST
Private
Curb and/or Gutter
Televise sanitary service lateral
during dye test and/or
Repair/replace lateral as needed
No
6
2206
WOODLAWN ST
Private
Curb and/or Gutter
Replace cleanout cap
Yes
7
2678
RAVEN OAKS DR
Private
Sanitary Sewer Lateral
Replace cleanout cap
Yes
8
3406
WALLER ST
Private
Yard
Televise sanitary service lateral
during dye test and/or
Repair/replace lateral as needed
No
9
3463
DOVE ST
Private
Yard
Televise sanitary service lateral
during dye test and/or
Repair/replace lateral as needed
No
10
2680
RAVEN OAKS DR
Private
Sanitary Sewer
Cleanout
Replace cleanout cap
Yes
11
2359
W 32ND ST
Private
Sanitary Sewer
Cleanout
Replace cleanout cap
Yes
12
3003
KAUFMANN AVE
Private
Yard
Replace cleanout cap
No
13
3040
KAUFMANN AVE
Private
Sanitary Sewer
Cleanout
Replace cleanout cap
Yes
14
2660
RAVEN OAKS DR
Private
Sanitary Sewer
Manhole
Notify property owner to replace or
repair manhole
No
7-62
15
3049
ASBURY RD
Private
Sanitary Sewer
Manhole
Replace Manhole lid
Yes
16
2659
R HN F KENNEDY
Private
Sanitary Sewer Other
Replace cleanout cap
Yes
17
2221
CARTER RD
Private
Sanitary Sewer
Cleanout
Dig down and put casting over clean
out to protect from snow plows and
replace cleanout cap.
Yes
18
3361
KENNEDY RD
Private
Sanitary Sewer
Cleanout
Replace cleanout cap
Yes
19
3342
JOHN WESLY DRIVE
Private
Sanitary Sewer
Manhole
Install Bolts in Manhole lid
Yes
20
3325
SUNSET PARK
CIRCLE
Private
Sanitary Sewer
Cleanout
Replace cleanout cap
Yes
21
2671
OWEN CT
Private
Sanitary Sewer
Cleanout
Replace cleanout cap
Yes
22
3400
KIMBERLY DR
Private
Sanitary Sewer
Cleanout
Replace cleanout cap
Yes
7.4.3 SS5 Manhole Corrections
In Sewershed 5, one hundred and twenty-two (122) manholes were determined to be in need of repair
following smoke testing and physical inspections. These manholes were separated into two groups,
Sewershed 5 Manhole Corrections which are listed below, and Sewershed 5 manhole corrections
specific to the Carter Road Detention Basin Area which are listed in Section 7.4.4. The Manhole
Corrections have been reduced to as two were duplicates, one for 3105 Arbor Oaks and one for
3107 Kerry Court. The table shows public sanitary sewer corrections identified in the Sewershed
5 Corrective Action Plan dated November 2014 and modified in April 2016. The completion dates
reflect the dates outlined in the Status update report dated April 2016.
Of the total 98 Sewershed Manhole Corrections, all have been completed. Some originally
scheduled for corrections were removed from the list based on follow up inspections completed in
2015 which showed the manholes to be in acceptable condition.
Line
No.
Manhole No.
Nearest St. Address
Corrective Action
Tentative
Completion
Date
Modified
Completion Date
Final
Completion
Date
1
SAN S05228
2715
ARABIAN TRAIL
Replace Manhole Lid
Jun-16
Feb-16
2
SAN S05137
3133
ARBOR OAKS DR
Seal/Grout Manhole
Jun-16
June 2016
3
SAN S05133
3095
ARBOR OAKS DR
Seal/Grout Manhole
Jun-16
Feb-16
4
SAN S05128
3049
ARBOR OAKS DR
Replace Manhole Lid
Jun-16
June 2016
5
SAN S05131
3075
ARBOR OAKS DR
Replace Manhole Lid
Jun-16
Feb-16
6
SAN S05132
3087
ARBOR OAKS DR
Replace Manhole Lid
Jun-16
June 2016
7
SAN 505134
3105
ARBOR OAKS DR
Replace Manhole Lid
Jun-16
June 2016
8
SAN S05130
3119
ARBOR OAKS DR
Seal/Grout Manhole
Jun-16
Feb-16
9
SAN S05128
3049
ARBOR OAKS DR
Seal/Grout Manhole
Jun-16
June 2016
10
SAN S00421
3280
ARBORETUM DR
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
NA
11
SAN S00402
3354
ARROWWOOD LN
Seal/Grout Manhole
Jun-16
June 2016
7-63
12
13
SAN 505286
3075
ASBURY RD
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
NA
SAN 505279
3350
ASBURY RD
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
NA
14
SAN 507033
3059
ASBURY RD
Replace Manhole Lid
Jun-16
June 2016
15
SAN S05282
3300
ASBURY RD
Replace Manhole Lid
Jun-16
Removed from
the program, per
OK inspection
NA
16
SAN 505280
3330
ASBURY RD
Replace Manhole Lid
Jun-16
June 2016
17
SAN S04954
3378
ASHLEY LN
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
NA
18
SAN S04959
2829
BONSON RD
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
NA
19
SAN S 04910
0
CARTER CT
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
NA
20
SAN 5 04909
0
CARTER RD
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
NA
21
SAN 505192
2829
CARTER RD
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
NA
22
SAN S04913
0
CARTER RD
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
NA
23
SAN 504911
0
CARTER RD
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
NA
24
SAN 504912
0
CARTER RD
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
NA
25
SAN 504918
0
CARTER RD
Seal/Grout Manhole
Jun-16
August 2016
August 2016
26
SAN S04922
0
CARTER RD
Seal/Grout Manhole
Jun-16
Nov-15
27
SAN 505195
2807
CARTER RD
Replace Manhole Lid
Jun-16
Feb-16
28
SAN 504916
3000
CARTER RD
Replace Manhole Lid
Jun-16
Feb-16
29
SAN S05194
2809
CARTER RD
Seal/Grout Manhole
Jun-16
February
2016
30
SAN 505270
2267
CARTER RD
Replace Manhole Lid
Jun-16
Feb-16
31
SAN S05273
2245
CARTER RD
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
NA
32
SAN S04915
3051
CARTER RD
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
NA
33
SAN S04917
3051
CARTER RD
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
NA
34
SAN 505155
2933
CASTLE WOODS LN
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
NA
35
SAN S05156
2901
CASTLE WOODS LN
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
NA
36
SAN 505158
3032
CASTLE WOODS LN
Replace Manhole Lid
Jun-16
Feb-16
7-64
37
SAN 505047
3513
COPPER FIELD
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
NA
38
SAN 505181
3300
DAVID DR
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
NA
39
SAN 506840
0
DAVID DR
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
NA
40
SAN 505113
3008
HUNTINGTON DR
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
NA
41
SAN 505112
3008
HUNTINGTON DR
Replace Manhole Lid
Jun-16
Removed from
the program, per
OK inspection
NA
42
SAN 506856
0
JOHN F KENNEDY RD
S al/Grout Manhole
Jun-16
Feb-16
43
Replace MH Lid Only
44
SAN 505277
2345
JOHN F KENNEDY RD
Replace Manhole Lid
Jun-16
Feb-16
45
SAN 505077
3199
JOHN F KENNEDY RD
Replace Manhole Lid
Jun-16
Feb-16
46
SAN 500382
3361
JOHN F KENNEDY RD
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
NA
47
SAN 504985
2659
JOHN F KENNEDY RD
Replace Manhole Lid
Jun-16
June 2016
48
SAN 504987
2639
JOHN F KENNEDY RD
Replace Manhole Lid
Jun-16
August 2016
August 2016
49
SAN 504991
2571
JOHN F KENNEDY RD
Seal/Grout Manhole
Jun-16
August 2016
August 2016
50
SAN S05281
2333
JOHN F KENNEDY RD
Replace Manhole Lid
Jun-16
Feb-16
51
San S05180
2935
JOHN F KENNEDY RD
Seal/Grout Manhole
Jun-16
June 2016
52
San 505179
2926
JOHN F KENNEDY RD
Replace Manhole Lid
Jun-16
Feb-16
53
San S05083
2995
JOHN F KENNEDY RD
Replace Manhole Lid
Jun-16
Feb-16
54
San S05085
2995
JOHN F KENNEDY RD
Replace Manhole Lid
Jun-16
Feb-16
55
San 505080
3057
JOHN F KENNEDY RD
Replace Manhole Lid
Jun-16
Feb-16
56
SAN 505079
3169
JOHN F KENNEDY RD
Replace Manhole Lid
Jun-16
Feb-16
57
SAN S05078
3150
JOHN F KENNEDY RD
Replace Manhole Lid
Jun-16
Feb-16
58
SAN 505081
3038
JOHN F KENNEDY RD
Replace Manhole Lid
Jun-16
Feb-16
59
SAN 505084
2986
JOHN F KENNEDY RD
Replace Manhole Lid
Jun-16
Feb-16
60
SAN 504853
2885
JOHN F KENNEDY RD
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
NA
61
SAN S01710
2125
JUDSON DR
Replace Manhole Lid
Jun-16
Feb-16
62
SAN 501700
2120
JUDSON DR
Replace Manhole Lid
Jun-16
Feb-16
63
SAN 505201
3074
KANE CT
Seal/Grout Manhole
Jun-16
June 2016
64
SAN 505199
3105
KANE CT
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
-
65
SAN 505203
3038
KANE CT
Replace Manhole Lid
Jun-16
June 2016
66
SAN S06420
2970
KANE ST
Soul/Grout Manhole
Jun-16
Feb-16
Replace MH Lid
67
SAN S05213
2920
KATRINA CIRCLE
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
-
7-65
68
SAN 504875
3165
KAUFMANN AVE
Seal/Grout Manhole
Jun-16
June 2016
69
SAN S04863
2477
KAUFMANN AVE
Replace Manhole Lid
Jun-16
Feb-16
70
SAN 505291
3189
KAUFMANN AVE
Replace Manhole Lid
Jun-16
Feb-16
71
SAN S04864
3035
KAUFMANN AVE
coal/Grout Manholc
Jun-16
Feb-16
Replace Manhole Lid
72
SAN 500382
3361
KENNEDY RD
Replace Lid Bolts
Jun-16
Jun-15
73
74
San S06906
San S05244
3170
KERRY CT
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
-
3000
LINDALE ST
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
-
7-5
SAN-P06490
2565
MARYWOOD DR
Replace Manholc Lid
i -16
Error— Pipe
Segment. See
Section 7.4.5
-
76
SAN 504424
3260
RAVEN OAKS DR
Replace Manhole Lid
Jun-16
Feb-16
77
SAN 504423
2691
RAVEN OAKS DR
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
-
78
SAN 504425
2691
RAVEN OAKS DR
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
-
79
San 504428
2691
RAVEN OAKS DR
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
-
80
San 504429
2691
RAVEN OAKS DR
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
-
81
San 504427
2691
RAVEN OAKS DR
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
-
82
San 504430
2685
RAVEN OAKS DR
Seal/Grout Manhole
Jun-16
June 2016
83
SAN 505161
2826
SPRING OAKS CT
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
-
84
SAN 505169
2933
SPRING OAKS CT
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
-
85
SAN S05170
2933
SPRING OAKS CT
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
-
86
SAN 504789
3170
SPRING VALLEY RD
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
-
87
SAN 505182
3297
SPRING VALLEY RD
Replace Manhole Lid
Jun-16
Feb-16
88
SAN 505122
3049
SPRING VALLEY RD
Replace Manhole Lid
Jun-16
June 2016
89
SAN S05183
3297
SPRING VALLEY RD
Seal/Grout Manhole
Jun-16
June 2016
90
SAN S04851
3375
SUNSET PARK CIRCLE
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
-
91
SAN S06725
3395
SUNSET PARK CIRCLE
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
-
92
San 504787
2811
SUNSET PARK CIRCLE
Replace Manhole Lid
Jun-16
Feb-16
93
San 505061
2749
TIFFANY CT
Seal/Grout Manhole
Jun-16
August 2016
August 2016
7-66
94
SAN S05060
2724
TIFFANY CT
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
-
95
SAN S04966
3406
WALLER ST
Seal/Grout Manhole
Jun-16
August 2016
August 2016
96
SAN S O4968
3494
WALLER ST
Seal/Grout Manhole
Jun-16
Removed from
the program, per
OK inspection
-
97
SAN S04886
3135
WESTMORE DR
Replace MH Lid
Jun-16
Feb-16
98
SAN 505264
2266
WOODLAWN ST
Replace MH Lid
Jun-16
Feb-16
7.4.4 SS5 Carter Road Detention Basin - Manhole Corrections
The table shows public sanitary sewer corrections identified in the Sewershed 5 Corrective
Action Plan dated November 2014 for the Carter Road Detention Basin area. The original
tentative completion date is shown along with a modified completion date as requested in the
Status update report dated April 2016, and a final completion date. All corrections have been
completed.
Line
No.
Manhole No.
Location
Corrective Action
Tentative
Completion Date
Modified
Completion
Date
Final
Completion
Date
Carter RD DB West
1
SAN 5 04890
Carter Rd. Detention
Manhole Grouting and
Seal
June 2015
July 2015
July 2015
2
SAN 5 04893
Carter Rd. Detention
New Cone and Barrel
Sections required
June 2015 — M/H on
Back order
November
2015
November
2015
3
SAN S O4892
Carter Rd. Detention
Replace Manhole
June 2015 — M/H on
Back order
November
2015
November
2015
4
SAN S O4894
Carter Rd. Detention
Manhole Grouting and
Seal
June 2015
July 2015
July 2015
5
SAN S O4790
Carter Rd. Detention
New Cone and Barrel
Sections required
June 2015 — M/H on
Back order
November
2015
November
2015
6
SAN 5 04791
Carter Rd. Detention
New Cone and Barrel
Sections required
June 2015 — M/H on
Back order
November
2015
November
2015
7
SAN 5 06722
Carter Rd. Detention
Manhole Grouting and
Seal
June 2015
July 2015
July 2015
8
SAN 5 06723
Carter Rd. Detention
Manhole Grouting and
Seal
June 2015
July 2015
July 2015
9
SAN S O4788
Carter Rd. Detention
Replace Manhole
June 2015 — M/H on
Back order
August 2016
June 2016
10
SAN S O4793
Carter Rd. Detention
Replace Manhole
June 2015 — M/H on
Back order
June 2016
June 2016
11
SAN S 07219
Carter Rd. Detention
Replace Manhole
June 2015 — M/H on
Back order
June 2016
June 2016
12
SAN S O4792
Carter Rd. Detention
Manhole Grouting and
Seal
June 2015
July 2015
July 2015
Carter Rd DB South
1
SAN S O4891
Carter Rd. Detention
Manhole Grouting and
Seal
June 2015
July 2015
July 2015
2
SAN S O4895
Carter Rd. Detention
New Cone and Barrel
Sections
June 2015 — M/H on
Back order
November
2015
November
2015
3
SAN S O4896
Carter Rd. Detention
New Cone and Barrel
Sections
June 2015 — M/H on
Back order
November
2015
November
2105
4
SAN S O4897
Carter Rd. Detention
Manhole Grouting and
Seal
June 2015
July 2015
7-67
5
SAN S 04885
Carter Rd. Detention
Manhole Grouting and
Seal
June 2015
July 2015
6
SAN S 04887
Carter Rd. Detention
Manhole Grouting and
Seal
June 2015
July 2015
7
SAN S 04888
Carter Rd. Detention
Manhole Grouting and
Seal
June 2015
July 2015
8
SAN S 04889
Carter Rd. Detention
Manhole Grouting and
Seal
June 2015
July 2015
9
SAN S 04876
Carter Rd. Detention
Manhole Grouting and
Seal & New Frame
June 2015
February
2016
February
2016
10
SAN S 04878
Carter Rd. Detention
Manhole Grouting and
Seal & New Frame
June 2015
February
2016
February
2016
7.4.5 SS5 Sanitary Sewer Corrections
The City has completed sanitary sewer main rehabilitation of approximately 13,444 lineal feet
along with any necessary point repairs in the following Sewershed 5 sub -basins. The table below
shows public sanitary sewer corrections identified in the Sewershed 5 Corrective Action Plan dated
November 2014 and modified in April 2016. The completion dates reflect the dates outlined in
the Status update report dated April 2016. All work per the submitted schedules is complete.
Sewershed
Sub Area
Pipe Name
U/S Manhole
D/S Manhole
Street
Diameter
Length
Completion
Date
Final
Completion
Date
5--1
SAN P 04807
SAN 5 04909
SAN S 04907
CARTER RD
18"
482
August 2016
June 2016
5--1
SAN P 04806
SAN S 04910
SAN S 04909
CARTER RD
18"
444
August 2016
June 2016
5--1
SAN P 04805
SAN 5 04911
SAN S 04910
CARTER RD
18"
82
August 2016
June 2016
5--1
SAN P 04804
SAN 5 04912
SAN S 04911
CARTER RD
18"
135
August 2016
June 2016
5--1
SAN P 04803
SAN 5 04913
SAN S 04912
CARTER RD
18"
236
August 2016
June 2016
5--1
SAN P 04801
SAN S 04914
SAN S 04913
CARTER RD
18"
323
August 2016
June 2016
5--1
SAN P 04799
SAN S 04917
SAN S 04915
CARTER RD
18"
383
August 2016
June 2016
5--1
SAN P 04797
SAN S 04918
SAN S 04917
CARTER RD
18"
202
August 2016
June 2016
5--1
SAN P 04796
SAN S 04919
SAN S 04918
CARTER RD
18"
196
August 2016
June 2016
5--1
SAN P 04795
SAN S 04920
SAN S 04919
CARTER RD
18"
231
August 2016
June 2016
5--1
SAN P 04794
SAN S 04921
SAN S 04920
CARTER RD
18"
194
August 2016
June 2016
5--1
SAN P 04751
SAN S 04922
SAN 5 04921
CARTER RD
18"
152
August 2016
June 2016
5--3
SAN P 05832
SAN S 05126
SAN S 05129
Arborr Oaks
8
206
August 2016
June 2016
5--3
SAN P 05840
SAN 5 05134
SAN S 05135
Arbor Oaks
Dr Esmt.
8
124
August 2016
June 2016
5--3
SAN P 05843
SAN S 05135
SAN S 04892
Arbor Oaks
Dr Esmt.
8
104
August 2016
June 2016
5--3
SAN P 06426
SAN 5 05268
SAN S 05255
Chippewa
r.
10
366
August 2016
June 2016
5--3
SAN P 06428
SAN S 05271
SAN S 05268
Chi Dpewa
r.
8
288
August 2016
June 2016
5--3
SAN P 04790
SAN S 04880
SAN S 04879
Everrgr. een
10
356
August 2016
June 2016
5--3
SAN P 06413
SAN S 05272
SAN S 05254
Evergreen
8
473
August 2016
June 2016
7-68
5--3
SAN P 06415
SAN 5 05254
SAN S O4880
EverDgr. een
10
414
August 2016
June 2016
5--3
SAN P 06490
SAN S 05016
SAN S 05015
GIeC �iew
8
144
August 2016
June 2016
5--3
SAN P 06491
SAN S 05015
SAN S 05017
Ma D ood
8
149
August 2016
June 2016
5--3
SAN P 06090
SAN S 05193
SAN S 05194
Hickory Hill
8
167
August 2016
June 2016
5--3
SAN P 05769
SAN S 05079
SAN S 05080
JFK Esmt
8
293
August 2016
June 2016
5--3
SAN P 05777
SAN S 05080
SAN S 05082
JFK Esmt
8
283
August 2016
June 2016
5--3
SAN P 05776
SAN S 05082
SAN S 05083
JFK Esmt
8
137
August 2016
June 2016
5--3
SAN P 05775
SAN 5 05085
SAN S 05083
JFK
8
109
August 2016
June 2016
5--3
SAN P 05770
SAN 5 05083
SAN S 05180
JFK
8
276
August 2016
June 2016
5--3
SAN P 06511
SAN S 05202
SAN S 05200
Kane Ct
8
271
August 2016
June 2016
5--3
SAN P 06507
SAN S 05200
SAN S 05201
Kane Ct
8
137
August 2016
June 2016
5--3
SAN P 06096
SAN S 05198
SAN S 05028
Kane Ct
8
101
August 2016
June 2016
5--3
SAN P 06097
SAN 5 05028
SAN S 05200
Kane Ct
8
389
August 2016
June 2016
5--3
SAN P 06410
SAN 5 05260
SAN S 05257
Karen Ct
8
274
August 2016
June 2016
5--3
SAN P 06408
SAN S 05242
SAN S O4880
Lindale
8
314
August 2016
June 2016
5--3
SAN P 06438
SAN 5 05245
SAN S 05244
Lindale
8
283
August 2016
June 2016
5--3
SAN P 06441
SAN S 05243
SAN S 05242
Lindale
8
221
August 2016
June 2016
5--3
SAN P 06444
SAN S 05250
SAN S 05241
Martin
8
299
August 2016
June 2016
5--3
SAN P 06926
SAN S 05291
SAN S 06802
Martin
Esmt
8
130
August 2016
June 2016
5--3
SAN P 06482
SANS 05000
SAN S O4999
Ma D ood
8
236
August 2016
June 2016
5--3
SAN P 04665
SAN S O4436
SAN S 06723
RAVEN
OAKS
8
146
October
2014
5--3
SAN P 04666
SAN S 06723
SAN S 06722
RAVEN
OAKS
8"
62
October
2014
5--3
SAN P 04741
SAN S 07219
SAN S O4793
RAVEN
OAKS
12"
332
October
2014
5--3
SAN P 04743
SAN S O4793
SAN S O4743
RAVEN
OAKS
12"
335
October
2014
5--3
SAN P 04745
SAN S O4788
SAN S 06722
RAVEN
OAKS
12"
408
October
2014
5--3
SAN P 04747
SAN S 06722
SAN S O4791
RAVEN
OAKS
12"
151
October
2014
5--3
SAN P 04754
SAN S O4791
SAN S O4790
RAVEN
OAKS
12"
146
October
2014
5--3
SAN P 04782
SAN S O4869
SANS 04876
KAUFMANN
12"
324
October
2014
5--3
SAN P 04783
SAN S O4876
SANS 04878
KAUFMANN
12"
20
October
2014
5--3
SAN P 04784
SAN S O4878
SAN S O4889
KAUFMANN
12"
229
October
2014
7-69
5--3
SAN P 04787
SAN S 04889
SANS 04888
KAUFMANN
12"
95
October
2014
5--3
SAN P 04788
SANS 04888
SAN S 04887
KAUFMANN
12"
105
October
2014
5--3
SAN P 04759
SANS 04887
SAN S 04885
KAUFMANN
12"
155
October
2014
5--3
SAN P 04760
SAN S 04885
SAN S 04897
KAUFMANN
12"
385
October
2014
5--3
SAN P 04761
SAN S 04897
SAN S 04896
KAUFMANN
12"
121
October
2014
5--3
SAN P 04762
SANS 04896
SANS 04895
KAUFMANN
12"
211
October
2014
5--3
SAN P 04763
SAN S 04895
SAN S 04891
KAUFMANN
12"
212
October
2014
5--3
SAN P 04752
SAN S 04891
SAN S 04890
CARTER RD
12"
153
October
2014
5--3
SAN P 04756
SAN S 04894
SAN S 04893
CARTER RD
12"
88
October
2014
5--3
SAN P 04757
SAN S 04893
SAN S 04890
CARTER RD
12"
162
October
2014
7.5 SEWERSHED 10 CORRECTIVE ACTION PLAN SCHEDULE
The following tables describe the location and corrective actions necessary to reduce inflow and
infiltration into the sanitary sewer system, along with a proposed schedule for the public
improvements. All improvements to the public system within Sewershed 10 were scheduled to be
complete by the end of December 2018. Due to the complexity of the design (existing sewer
running within a few feet of houses), the improvements associated with the Marquette Place
sanitary sewer system were delayed. But they are under contract with the work to be complete by
September 20, 2019. The re-routing of the sanitary sewer system near 30th & Jackson has been
completed. It was mainly focused on the sewer system that serves 3040 Jackson Street. Prior to
moving into the final design and working with the private property owner, the need to relocate the
sewer was less extensive than originally thought. The sewer system north of the property along
Liebe Street did not have to be relocated and it remains in service. In the coming year, the City
will re-evaluate the need to replace or line the sewer. The City received bids to replace the sewer
in the alley between Harlan & Euclid. That work is expected to be complete by July 1, 2019. The
City began making improvements to the Sewershed 10 public system in 2016, and they are
scheduled to be complete by October of 2019.
7.5.1 SS10 Failed and Corrected Private Property Inspections
In Sewershed 10, there are 163 failed private property inspections as identified in the Corrective
Action Plan dated December 2015, of which 135 are corrected; three property corrections remain.
Line No.
HNoSe
Street Name
Defect
Corrective Action
Corrected
and Passed
Inspection
1
9
E 26TH ST
Flexhose
Replace Hose with Rigid Pipe
Yes
2
2480
ELM ST
Flexhose
Replace Hose with Rigid Pipe
Yes
3
2722
ELM ST
Flexhose
Replace Hose with Rigid Pipe
Yes
4
2010
FARLEY ST
Flexhose
Replace Hose with Rigid Pipe
Yes
5
2190
FARLEY ST
Flexhose
Replace Hose with Rigid Pipe
Yes
7-70
6
2532
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
7
2720
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
8
809
RHOMBERG AVE
Flexhose
Replace Hose with Rigid Pipe
Yes
9
2527
WASHINGTON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
10
2568
WASHINGTON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
11
2605
WASHINGTON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
12
2615
WINDSOR AVE
Flexhose
Replace Hose with Rigid Pipe
Yes
13
705
E 22ND ST
Roof Drain to Sanitary
Disconnect and Cap Drain
Yes
14
2540
CENTRAL AVE
Stairwell drain to
sanitary
Cover stairwell or pipe to open or
storm sewer
Yes
15
931
ALTHAUSER ST
Sump to Sanitary
Disconnect and discharge to open air
No
16
407
E 25TH ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
17
520
EDITH ST
Sump to Sanitary
Disconnect and discharge to open air
No
18
2413
JACKSON ST
Sump to Sanitary
Disconnect and discharge to open air
No
19
2981
JACKSON ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
20
3075
JACKSON ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
21
2233
JACKSON ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
22
2314
PRINCE ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
23
1403
RHOMBERG AVE
Sump to Sanitary
Disconnect and discharge to open air
Yes
24
2526
WASHINGTON ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
25
2714
WASHINGTON ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
26
2513
WINDSOR AVE
Sump to Sanitary
Disconnect and discharge to open air
Yes
27
2284
JACKSON ST
Yard Drain to Sanitary
Disconnect and discharge to open air
Yes
28
2503
WINDSOR AVE
Yard Drain to Sanitary
Disconnect and discharge to open air
Yes
29
3056
WHITE ST
Broken Clean Out
Repair or replace Clean Out
Yes
30
866
HARLAN ST
Driveway drain to
sanitary
Disconnect and discharge to open air
Yes
31
729
LINCOLN AVE
Exterior Drain to
Sanitary
Disconnect and discharge to open air
Yes
32
1450
RHOMBERG AVE
Exterior Drain to
Sanitary
Disconnect and discharge to open air
Yes
33
702
RIES ST
Exterior Drain to
Sanitary
Disconnect and discharge to open air
Yes
34
2938
BURLINGTON
Exterior stairwell
Cover stairwell or pipe to open or
storm sewer
Yes
35
2480
ELM ST
flex hose
Replace Hose with Rigid Pipe
Yes
36
2582
CENTRAL AVE
Flexhose
Replace Hose with Rigid Pipe
Yes
37
2706
CENTRAL AVE
Flexhose
Replace Hose with Rigid Pipe
Yes
38
2706
CENTRAL AVE
Flexhose
Replace Hose with Rigid Pipe
Yes
39
2726
CENTRAL AVE
Flexhose
Replace Hose with Rigid Pipe
Yes
40
2920
CENTRAL AVE
Flexhose
Replace Hose with Rigid Pipe
Yes
41
74
E 25TH ST
Flexhose
Replace Hose with Rigid Pipe
Yes
42
102
E 25TH ST
Flexhose
Replace Hose with Rigid Pipe
Yes
43
9
E 26TH ST
Flexhose
Replace Hose with Rigid Pipe
Yes
7-71
44
232
E 26TH ST
Flexhose
Replace Hose with Rigid Pipe
Yes
45
236
E 26TH ST
Flexhose
Replace Hose with Rigid Pipe
Yes
46
236
E 27TH ST
Flexhose
Replace Hose with Rigid Pipe
Yes
47
107
E 28TH ST
Flexhose
Replace Hose with Rigid Pipe
Yes
48
2718
ELM ST
Flexhose
Replace Hose with Rigid Pipe
Yes
49
2735
ELM ST
Flexhose
Replace Hose with Rigid Pipe
Yes
50
2836
ELM ST
Flexhose
Replace Hose with Rigid Pipe
Yes
51
2840
ELM ST
Flexhose
Replace Hose with Rigid Pipe
Yes
52
2919
ELM ST
Flexhose
Replace Hose with Rigid Pipe
Yes
53
2946
ELM ST
Flexhose
Replace Hose with Rigid Pipe
Yes
54
2010
FARLEY ST
Flexhose
Replace Hose with Rigid Pipe
Yes
55
2010
FENGLER ST
Flexhose
Replace Hose with Rigid Pipe
Yes
56
710
HENNEPIN ST
Flexhose
Replace Hose with Rigid Pipe
Yes
57
2532
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
58
2556
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
59
2571
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
60
2617
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
61
2618
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
62
2627
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
63
2655
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
64
2675
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
65
2687
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
66
2711
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
67
2719
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
68
2720
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
69
2735
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
70
2753
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
71
2756
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
72
2763
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
73
2764
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
74
2776
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
75
2804
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
76
2829
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
77
2967
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
78
3110
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
79
3111
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
80
3125
JACKSON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
81
808
LINCOLN AVE
Flexhose
Replace Hose with Rigid Pipe
Yes
82
1527
LINCOLN AVE
Flexhose
Replace Hose with Rigid Pipe
Yes
83
2815
PINARD ST
Flexhose
Replace Hose with Rigid Pipe
Yes
84
1613
PRESCOTT ST
Flexhose
Replace Hose with Rigid Pipe
Yes
7-72
85
1613
PRESCOTT ST
Flexhose
Replace Hose with Rigid Pipe
Yes
86
2316
PRINCE ST
Flexhose
Replace Hose with Rigid Pipe
Yes
87
809
RHOMBERG AVE
Flexhose
Replace Hose with Rigid Pipe
Yes
88
2527
WASHINGTON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
89
2539
WASHINGTON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
90
2560
WASHINGTON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
91
2563
WASHINGTON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
92
2563
WASHINGTON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
93
2568
WASHINGTON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
94
2605
WASHINGTON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
95
2623
WASHINGTON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
96
2706
WASHINGTON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
97
2726
WASHINGTON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
98
2870
WASHINGTON ST
Flexhose
Replace Hose with Rigid Pipe
Yes
99
2649
WHITE ST
Flexhose
Replace Hose with Rigid Pipe
Yes
100
2655
WHITE ST
Flexhose
Replace Hose with Rigid Pipe
Yes
101
2665
WHITE ST
Flexhose
Replace Hose with Rigid Pipe
Yes
102
2674
WHITE ST
Flexhose
Replace Hose with Rigid Pipe
Yes
103
2850
WHITE ST
Flexhose
Replace Hose with Rigid Pipe
Yes
104
2516
WINDSOR AVE
Flexhose
Replace Hose with Rigid Pipe
Yes
105
2518
WINDSOR AVE
Flexhose
Replace Hose with Rigid Pipe
Yes
106
2543
WINDSOR AVE
Flexhose
Replace Hose with Rigid Pipe
Yes
107
2615
WINDSOR AVE
Flexhose
Replace Hose with Rigid Pipe
Yes
108
2248
PRINCE ST
Roof and Yard Drain to
Sanitary
Disconnect and discharge to open air
Yes
109
2950
BRUNSWICK ST
Roof Drain to Sanitary
Disconnect and discharge to open air
Yes
110
2501
JACKSON ST
Roof Drain to Sanitary
Disconnect and discharge to open air
Yes
111
3117
LEMON
Roof Drain to Sanitary
Disconnect and discharge to open air
Yes
112
2823
WHITE ST
Roof Drain to Sanitary
Disconnect and discharge to open air
Yes
113
2230
CENTRAL AVE
Sump to Sanitary
Disconnect and discharge to open air
Yes
114
407
E 25TH ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
115
103
E 26TH ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
116
887
EDISON ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
117
887
EDISON ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
118
730
EDITH ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
119
2719
ELM ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
120
2905
ELM ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
121
2939
ELM ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
122
2945
ELM ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
123
740
GOETHE ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
124
2288
JACKSON ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
125
2451
JACKSON ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
7-73
126
2615
JACKSON ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
127
2615
JACKSON ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
128
2709
JACKSON ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
129
2795
JACKSON ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
130
2981
JACKSON ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
131
2987
JACKSON ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
132
2233
JACKSON ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
133
840
LAWTHER ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
134
813
LINCOLN AVE
Sump to Sanitary
Disconnect and discharge to open air
Yes
135
813
LINCOLN AVE
Sump to Sanitary
Disconnect and discharge to open air
Yes
136
1005
LINCOLN AVE
Sump to Sanitary
Disconnect and discharge to open air
Yes
137
1111
LINCOLN AVE
Sump to Sanitary
Disconnect and discharge to open air
Yes
138
1325
LINCOLN AVE
Sump to Sanitary
Disconnect and discharge to open air
Yes
139
1705
LINCOLN AVE
Sump to Sanitary
Disconnect and discharge to open air
Yes
140
816
MERZ ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
141
725
ONEILL ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
142
2314
PRINCE ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
143
2320
PRINCE ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
144
601
RHOMBERG AVE
Sump to Sanitary
Disconnect and discharge to open air
Yes
145
1232
RHOMBERG AVE
Sump to Sanitary
Disconnect and discharge to open air
Yes
146
1309
RHOMBERG AVE
Sump to Sanitary
Disconnect and discharge to open air
Yes
147
510
STEVENS CT
Sump to Sanitary
Disconnect and discharge to open air
Yes
148
2875
TIMBERLINE
Sump to Sanitary
Disconnect and discharge to open air
Yes
149
2526
WASHINGTON ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
150
2714
WASHINGTON ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
151
2886
WASHINGTON ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
152
2926
WASHINGTON ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
153
2943
WASHINGTON ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
154
2642
WHITE
Sump to Sanitary
Disconnect and discharge to open air
Yes
155
2424
WINDSOR AVE
Sump to Sanitary
Disconnect and discharge to open air
Yes
156
2513
WINDSOR AVE
Sump to Sanitary
Disconnect and discharge to open air
Yes
157
2995
WINDSOR AVE
Sump to Sanitary
Disconnect and discharge to open air
Yes
158
2722
WASHINGTON ST
Sump to Sanitary has a
second sump with
flexhose
Disconnect and discharge to open air
Yes
159
2525
JACKSON ST
Sump to Sanitary
Disconnect and discharge to open air
Yes
160
2563
ELM ST
Yard Drain to Sanitary
Disconnect and discharge to open air
Yes
161
2284
JACKSON ST
Yard Drain to Sanitary
Disconnect and discharge to open air
Yes
162
2431
JACKSON ST
Yard Drain to Sanitary
Disconnect and discharge to open air
Yes
163
2503
WINDSOR AVE
Yard Drain to Sanitary
Disconnect and discharge to open air
Yes
7-74
7.5.2 SS10 Sanitary Smoke Testing: Private Property Defects and Corrections
A total of 55 private property sites were identified as showing possible private property defects as
observed during smoke testing. Identifying the source of I&I in a sanitary sewer lateral can be
especially difficult and expensive for an individual property owner. Financial assistance may be
available in the City's budget, for work completed on a private sanitary sewer lateral. Each year a
request is made to fund these line items; however, they are subject to funding availability and are on a
first come first served basis. There were no corrections made during the reporting period.
Line
No.
House
No.
Street Name
Ownership
Smoke Observed from:
Corrective Action
Completed
Yes/No
1
720
E 22ND ST
Private
Sanitary sewer cleanout
Replace cleanout cap
No
2
2600
BRECHT LN
Private
Lawn space, possible
Sanitary sewer lateral
Assist Property Owner with CCTV
Inspection and, if applicable
financial assistance
No
3
2950
BRUNSWICK ST
Private
Roof drain
Reroute to go to storm sewer or
on grass
No
4
2954
BRUNSWICK ST
Private
Sidewalk
Assist Property Owner with CCTV
Inspection and, if applicable
financial assistance
No
5
2954
BRUNSWICK ST
Private
Roof drain
Reroute to go to storm sewer or
on grass
No
6
2937
BURLINGTON
ST
Private
Building foundation
Assist Property Owner with CCTV
Inspection and dye testing, and if
applicable financial assistance
No
7
3040
BURLINGTON
ST
Private
Lawn space, possible
Sanitary sewer lateral
Assist Property Owner with CCTV
Inspection and, if applicable
financial assistance
No
8
2772
CENTRAL AVE
Private
Sanitary sewer cleanout
Replace cleanout cap
No
9
2824
CENTRAL AVE
Private
Sanitary sewer cleanout
Fix cleanout manhole
No
10
2880
CENTRAL AVE
Private
Sanitary sewer cleanout
Replace cleanout cap
No
11
2908
CENTRAL AVE
Private
Sanitary sewer cleanout
Fix cleanout manhole
No
12
3066
CENTRAL AVE
Private
Sanitary sewer cleanout
Replace cleanout cap
No
13
520
CLINTON ST
Private
Sanitary sewer cleanout
Replace cap
No
14
801
DAVIS ST
Private
Sanitary sewer manhole
Replace manhole lid
No
15
940
DAVIS ST
Private
Sanitary sewer cleanout
Replace cleanout cap
No
16
1020
DAVIS ST
Private
Sanitary sewer cleanout
Replace cleanout cap
No
17
2563
ELM ST
Private
Yard drain
Plug drain or reroute piping
No
18
714
HENNEPIN ST
Private
Adjacent to property
foundation, possible
Sanitary sewer lateral or
foundation drain
Assist Property Owner with CCTV
Inspection and, if applicable
financial assistance
No
19
2813
JACKSON ST
Private
Roof drain
Reroute to go to storm sewer or
on grass
No
20
3091
JACKSON ST
Private
Sanitary sewer cleanout
Replace cleanout
No
7-75
21
3103
JACKSON ST
Private
Sanitary sewer cleanout
Replace cleanout
No
22
1660
JANSEN ST
Private
Sanitary sewer cleanout
Replace cleanout cap
No
23
1751
JUSTIN LN
Private
Sanitary sewer cleanout
Replace cleanout cap
No
24
829
LAWTHER ST
Private
Vent pipe?
Verify if the pipe can be safely
capped or remove pipe. Check
with Building Dept.
No
25
3106
LEMON ST
Private
Sanitary sewer lateral
Assist Property Owner with CCTV
Inspection and, if applicable
financial assistance
No
26
704
STOVIDENCE
Private
Sanitary sewer cleanout
Replace cleanout cap
No
27
706
PROVIDENCE
ST
Private
Water service stop box
Assist Property Owner with CCTV
Inspection of lateral and, if
applicable financial assistance
No
28
2248
PRINCE ST
Private
Roof/yard drain
Plug drain and redirect flow
overland
No
29
2529
QUEEN ST
Private
Sanitary sewer cleanout
Replace cleanout cap
No
30
705
RIES ST
Private
Sanitary sewer lateral
Assist Property Owner with CCTV
Inspection and, if applicable
financial assistance
No
31
2155
ROOSEVELT ST
Private
Sanitary sewer manhole
Replace manhole lid
No
32
2375
ROOSEVELT ST
Private
Sanitary sewer manhole
Replace manhole lid
No
33
190
SAUNDERS ST
Private
Yard Drain
Assist Property Owner with CCTV
Inspection and, if applicable
financial assistance
No
34
2416
STAFFORD ST
Private
Building foundation
Assist Property Owner with CCTV
Inspection and, if applicable
financial assistance
No
35
2512
STAFFORD ST
Private
Sanitary sewer cleanout
Replace cleanout cap
No
36
820
STRAUSS ST
Private
Roof drain
Reroute to go to storm sewer or
on grass
No
37
2600
WASHINGTON
ST
Private
Storm sewer catch
basin/inlet
Reroute to go to storm sewer or
plug
No
38
2553
WHITE ST
Private
Cistern
Disconnect cistern from sanitary
sewer
No
39
2702
WHITE ST
Private
Sanitary sewer cleanout
Fix cleanout manhole
No
40
2766
WHITE ST
Private
Sanitary sewer cleanout
Replace cleanout cap
No
41
2854
WHITE ST
Private
Sanitary Sewer Cleanout
Replace cleanout cap
No
42
2858
WHITE ST
Private
Sanitary sewer cleanout
Replace cleanout cap
No
43
3056
WHITE ST
Private
Sanitary sewer cleanout
Replace cleanout cap
No
44
2513
WINDSOR AVE
Private
Water service stop box
Replace cap
No
45
2715
WINDSOR AVE
Private
Sanitary sewer cleanout
Fix cleanout manhole
No
46
3300
WINDSOR AVE
Private
Roof drain 1
Reroute to go to storm sewer or
on grass
No
7-76
47
3300
WINDSOR AVE
Private
Roof drain 2
Reroute to go to storm sewer or
on grass
No
48
3300
WINDSOR AVE
Private
Yard Drain
Reroute to go to storm sewer or
on grass
No
49
3390
WINDSOR AVE
Private
San. sewer manhole 1
Replace open pick hole lid
No
50
3390
WINDSOR AVE
Private
San. sewer manhole 2
Replace manhole lid
No
51
3390
WINDSOR AVE
Private
Storm sewer catch
basin/inlet
Dye Test Catch Basin while
televising sanitary sewer
No
52
3390
WINDSOR AVE
Private
Sanitary se 3er Manhole
Replace manhole lid
No
53
3390
WINDSOR AVE
Private
Sanitary Se �er manhole
Replace manhole lid
No
54
3390
WINDSOR AVE
Private
Sanitary se 5er manhole
Replace manhole lid
No
55
3390
WINDSOR AVE
Private
Air conditioner exhaust
pipe
Verify if the pipe can be safely
modified to prevent storm water
from entering.
No
7.5.3 SS10 Sanitary Sewer Manhole Corrections
Fifty-five (55) manholes with a high priority for repair, rehabilitation, or replacement were
identified in the Corrective Action Plan for Sewershed 10. The locations are spread throughout the
Sewershed with no one area in greater need than another. The tentative completion dates reflect
when funding may be available which may be subject to the sale of bonds or the ability to obtain
timely State of Iowa Revolving Loans, along with coordination of sanitary sewer main
improvements such as replacement or rehabilitation as listed in Section 7.5.4.
Line
No.
Manhole
No.
SUB
SWRSHED
NO.
Nearest St. Address
Corrective Action
Tentative
Completion
Date
Final
Completion
Date
1
SAN S 00230
10 - 5
1735
AMELIA
CIRCLE
Replace manhole lid and install
chimney seal
September
2017
May 2017
2
SAN S 07660
10 - 4
2746
BURDEN ST
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
2017
September
2017
3
SAN S 06083
10 - 4
2838
BURDEN ST
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
2017
November
2016
4
SAN S 06189
10 - 4
868
DAVIS ST
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
2017
October
2017
5
SAN S 06192
10 - 4
868
DAVIS ST
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
2017
November
2016
6
SAN S 06191
10 - 4
868
DAVIS ST
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
2017
September
2017
7
SAN S 06891
10 - 4
940
DAVIS ST
Replace manhole lid and install
chimney seal
September
2017
May 2017
8
SAN S 06884
10 - 4
960
DAVIS ST
Replace manhole lid and install
chimney seal
September
2017
May 2017
7-77
9
SAN S 06885
10 - 4
996
DAVIS ST
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
2017
May 2017
10
SAN S 00665
10 - 4
470
EDITH ST
Replace manhole lid and install
chimney seal
September
2017
May 2017
11
SAN S 06671
10 - 1
2540
ELM ST
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
2017
October
October
2017
12
SAN S 07158
10 - 4
835
EUCLID ST
Replace manhole lid and install
chimney seal
September
2019
May 2017
13
SAN S 06079
10 - 4
840
GOETHE ST
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
2017
November
2017
14
SAN S 06065
10 4
846
HARLAN ST
Replace manhole lid and install
chimney seal
September
2019
October
2017
15
SAN S 00223
10 4
1640
JUSTIN LN
Replace manhole lid and install
chimney seal
September
2017
October
2016
16
SAN S 06493
10 - 3
3040
KEOKUK CT
Replace manhole lid and install
chimney seal
September
2017
May 2017
17
SAN S 06492
10 - 3
3060
KEOKUK ST
Manhole removed
September
2017
Unknown
18
SAN S 06428
10 - 3
3060
KEOKUK CT
Replace manhole lid and install
chimney seal
September
2017
May 2017
19
SAN S 06435
10 3
3130
KEOKUK CT
Replace manhole lid and install
chimney seal
September
2017
October
2016
20
SAN S 06443
10 3
3180
KEOKUK CT
Replace manhole lid and install
chimney seal
September
2017
November
2016
21
SAN S 00295
10 - 5
1321
LINCOLN AVE
Replace manhole lid and install
chimney seal
September
2017
May 2017
22
SAN S 06611
10 - 3
3040
LEMON ST
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
2017
November
2017
23
SAN S 06143
10 - 1
2530
MARQUETTE
PL
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
201E
October
2019
August
2019
24
SAN S 06113
10 - 1
2546
MARQUETTE
PL
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
2018
October
2019
August
2019
25
SAN S 07159
10 - 1
2608
MARQUETTE
PL
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
2018
October
2019
August
2019
26
SAN S 06136
10 - 1
2620
MARQUETTE
PL
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
201E
October
2019
August
2019
27
SAN S 06131
10 - 1
2626
MARQUETTE
PL
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
201E
October
2019
August
2019
28
SAN S 06381
10 - 3
2990
OAK CREST DR
Replace manhole lid and install
chimney seal
September
2017
May 2017
7-78
29
SAN S 06396
10 - 3
3025
OAK CREST DR
Replace manhole lid and install
chimney seal
September
2017
May 2017
30
SAN S 06379
10 - 3
3080
OAK CREST DR
Replace manhole lid and install
chimney seal
September
2017
May 2017
31
SAN S 06380
10 - 3
3085
OAK CREST DR
Replace manhole lid and install
chimney seal
September
2017
May 2017
32
SAN S 06155
10 - 1
2469
PINARD ST
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
2017
October
October
2017
33
SAN S 06109
10 - 4
2685
QUEEN ST
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
2017
November
2017
34
SAN S 06478
10 3
215
SAUNDERS ST
Replace manhole lid and install
chimney seal
December
2017
November
2017
35
SAN S 06151
10 - 1
2413
STAFFORD ST
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
2017
October
October
2017
36
SAN S 06148
10 - 1
2421
STAFFORD ST
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
2017
October
October
2017
37
SAN S 06146
10 - 1
2511
STAFFORD ST
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
2017
November
2017
38
SAN S 00234
10 5
1841
SUNFLOWER
CIRCLE
Replace manhole lid and install
chimney seal
September
2017
November
2016
39
SAN S 06410
10 - 3
2888
TIMBER LINE
Replace manhole lid and install
chimney seal
September
2017
May 2017
40
SAN S 06399
10 - 3
2944
TIMBER LINE
Replace manhole lid and install
chimney seal
September
2017
May 2017
41
SAN S 00315
10 - 5
1356
THOMAS PL
Replace manhole lid and install
chimney seal
September
2017
May 2017
42
SAN S 00313
10 - 5
1388
THOMAS PL
Replace manhole lid and install
chimney seal
September
2017
May 2017
43
SAN S 00311
10 5
1430
THOMAS PL
Replace manhole lid and install
chimney seal
September
2017
November
2016
44
SAN S 00244
10 - 5
1870
WAKE ROBIN
CIRCLE
Replace manhole lid and install
chimney seal
September
2017
Complete,
date un-
known
45
SAN S 06618
10 - 1
2600
WASHINGTON
ST
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
2017
November
2017
46
SAN S 06787
10 - 1
2600
WASHINGTON
ST
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
2017
October
2017
47
SAN S 06662
10 - 1
2600
WASHINGTON
ST
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
2017
November
2016
48
SAN S 06055
10 - 1
2210
WINDSOR AVE
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
2017
November
2017
49
SAN S O4634
10 - 1
2509
WINDSOR AVE
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
2017
November
2016
7-79
50
SAN S 06064
10 - 4
2909
WINDSOR AVE
Replace manhole lid and install
chimney seal
September
2017
May 2017
51
SAN S 06144
10 - 1
2525
WINDSOR AVE
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
2017
August
2017
52
SAN S 06133
10 1
2617
WINDSOR AVE
Replace manhole lid and install
chimney seal
September
2017
November
2017
53
SAN S 06886
10 - 4
3196
WINDSOR AVE
Replace or rehab Brick MH and
Replace manhole lid and install
chimney seal
December
2017
May 2017
54
SAN S 00641
10 4
3475
WINDSOR AVE
Replace manhole lid and install
chimney seal
September
2017
October
2016
55
SAN S 00633
10 4
3475
WINDSOR AVE
Replace manhole lid and install
chimney seal
September
2017
October
2016
7.5.4 SS10 Sanitary Sewer Rehabilitation
The following table lists the City's recommendation to rehabilitate approximately 6,700 lineal
feet using cured -in -place -pipe (CIPP) lining, along with any necessary point repairs in
Sewershed 10.
Pipe Name
U/S Manhole
D/S Manhole
SAN S 04634
Street
Diameter
Length
Tentative
Completion
Date
Final
Completion
Date
SAN P 06005
SAN S 06146
Merz St
8
500
December
2017
November
2016
SAN P 06763
SAN S 06586
SAN S 07221
Lemon St
8
180
December
2017
September
2017
SAN P 07478
SAN S 07221
SAN S 06603
Lemon St
8
180
December
2017
September
2017
SAN P 06770
SAN S 06603
SAN 5 06633
Lemon St
8
470
December
2017
September
2017
SAN P 06761
SAN S 06588
SAN S 06586
Saunders St
8
45
December
2017
September
2017
SAN P 06757
SAN S 06593
SAN S 06588
Saunders St
8
120
December
2017
September
2017
SAN P 06760
SAN S 06599
SAN S 06593
Saunders St
8
80
December
2017
September
2017
SAN P 06759
SAN S 06604
SAN S 06599
Saunders St
8
90
December
2017
September
2017
SAN P 06758
SAN S 06473
SAN S 06604
Saunders St
8
200
December
2017
September
2017
SAN P 06747
SAN S 06476
SAN S 06473
Saunders St
8
205
December
2017
September
2017
SAN P 06746
SAN S 06478
SAN S 06476
Saunders St
8
150
December
2017
September
2017
SAN P 06749
SAN S 06468
SAN 5 06478
Saunders St
8
270
December
2017
September
2017
SAN P 06748
SAN S 06415
SAN S 06468
Saunders St
8
345
December
2017
September
2017
SAN P 06838
SAN S 06787
SAN S O4645
Klauer Bld -
Wash & Elm
8
25
December
2017
November
2017
SAN P 06837
SAN S 06618
SANS 06787
Klauer Bld -
Wash &Elm
8
180
December
2017
November
2017
SAN P 06836
SANS 06662
SANS 06618
Klauer Bld -
Wash &Elm
8
150
December
2017
November
2017
7-80
SAN P 06835
SANS 06658
SANS 06662
Klauer Bld -
Wash &Elm
8
145
December
2017
November
2017
SAN P 06833
SANS 07580
SANS 06658
Klauer Bld -
Wash &Elm
8
145
December
2017
November
2017
SAN P 07791
SANS 06654
SAN S 07580
Klauer Bld -
Wash & Elm
8
20
December
2017
November
2017
SAN P 06834
SAN S 07327
SAN 06654
27TH ST
8
140
December
2017
November
2017
SAN P 06829
SAN S 06645
SAN S 07327
ELM ST
8
305
December
2017
November
2017
SAN P 06820
SAN S 06642
SAN S 06645
ELM ST
8
180
December
2017
November
2017
SAN P 06819
SAN 5 04650
SAN S 06642
ELM ST
8
185
December
2017
November
2017
SAN P 05976
SAN S 06128
SAN S 06127
Clinton St
8
100
December
2017
September
2017
SAN P 05977
SAN S 06127
SAN S 06126
Clinton St
8
130
December
2017
September
2017
SAN P 05678
SAN S 06126
SAN S 06125
Clinton St
8
160
December
2017
September
2017
SAN P 05967
SAN S 06122
SAN S 06121
Link St
8
325
December
2017
September
2017
SAN P 05975
SAN S 06111
SAN 5 06127
Brunswick
St
8
350
December
2017
September
2017
SAN P 05928
SAN S 06193
SAN S 06194
Edith St
8
255
December
2017
September
2017
SAN P 05929
SAN S 06194
SAN S 00627
Edith St
8
275
December
2017
September
2017
SAN P 06022
SAN S 06171
SAN S 06175
Thomas PI
8
250
December
2017
November
2017
SAN P 06021
SAN S 06175
SAN S 06178
Thomas PI
8
260
December
2017
November
2017
SAN P 06023
SAN S 06178
SAN S 07627
Thomas PI
8
105
December
2017
November
2017
SAN P 07880
SANS 07627
SAN S 06182
Thomas PI
8
135
December
2017
November
2017
SAN P 06024
SANS 06182
SAN 5 06183
Thomas PI
8
85
December
2017
November
2017
7.5.5 SS10 Sanitary Sewer Replacement
In addition to sanitary sewer rehabilitation, the following table lists sanitary sewer improvements
where CIPP method is not recommended. These locations will require removal and
replacement/relocation of the existing sanitary sewer. The schedule reflects funding, surveying,
design, permitting, and construction of the improvements. The projects may also require
coordination with other utilities and replacement of those utilities, which may alter the construction
schedule, if such a scheduling conflict occurs the City will provide additional information to the
USEPA and the DNR. A series of sanitary sewer pipes at 30th & Jackson had been scheduled for
replacement. But during the re -design of the larger system that serves that area, it was determined
that is was not necessary to replace all of the sewers. Therefore, these have been removed from
the corrective action plan. Replacement of 30th & Jackson sewers was completed in December of
2018.
7-81
Pipe Name
U/S Manhole
D/S Manhole
Street
Diameter
Length
Tentative
Completion Completion
Date Date
SAN P 06761
SAN S 06578
SAN S 06577
30h & Jackson
8
65
Dcccmbcr
2018
SAN P 06765
SAN S 06577
SAN S 06762
30th& Jackson
8
225
Dcccmbcr-
2018
SAN P 06766
SAN S 06762
SAN S 06763
30th& Jackson
8
Dcccmbcr
2018
SAN P 06767
SAN S 06763
SAN S 06764
30th& Jackson
8
1-7-5
December
2018
SAN P 06768
SAN S 06761
SAN S 06765
30th & Jackson
8
29A
Dcccmbcr-
2018
SAN P 07789
SAN S 06765
SAN S 07581
30th & Jackson
8
95
December
2018
December
2018
SAN P 07790
SAN S 07581
SAN 5 07582
30th & Jackson
8
75
December
2018
December
2018
SAN P 06769
SAN S 07582
SAN S 07583
30th & Jackson
8
65
December
2018
December
2018
SAN P 07787
SAN S 07583
SAN S 06766
30th & Jackson
8
45
December
2018
December
2018
SAN P 06786
SAN S 06766
SAN S 06589
30th & Jackson
8
85
December
2018
December
2018
SAN P 07722
SAN S 07844
SANS 06197
Alley between
Harlan & Euclid
8
230
Dcccmbcr
2018
July 2019
July 2019
SAN P 07186
SAN P 07430
SAN S 06131
SAN 5 06136
Marquette Place
8
130
Dcccmbcr
2018
August
2019
October
2019
SAN S 06136
SAN S 07159
Marquette Place
8
1058
Dcccmbcr
October
2019
August
2019
SAN P 07187
SAN S 07159
SAN S 06113
Marquette Place
8
2008
Dcccmbcr
October
2019
August
2019
SAN P 07188
SAN S 06113
SAN S 06143
Marquette Place
8
210
Dcccmbcr
August
2019
2018
October
2019
7-82
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 areas, 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 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 (FOG)
The City purchased software and approved an ordinance amendment to support the W&RRC,
Building Department, Health Services Department and the Engineering Department in managing
and enforcing a FOG program. In addition, the City held a series of meetings with local food
establishments, vendors, plumbers and grease haulers on the revised FOG program. The meetings
were held on September 2, October 14, and November 4, 2014.
As part of the proactive program, the City has a staff member dedicated to the task of inspecting
food establishments and helping to ensure the proper use of grease interceptors. At inspections,
food establishments are provided with a Best Management Practice poster that is required to be
visible in the food establishment. The FOG Program requires food establishments to apply for an
annual grease discharge permit along with a $100 permit fee. The fee covers the direct cost of staff
time to perform inspections, managing the software and hardware, and vehicle expenses. During
the reporting period, no overflows were attributed to grease.
8-83
9.0 Assessments and Engineering Analyses
The City's Engineering Department, Public Works Department and Water &Resource Recovery
Center (W&RRC) staff continue to evaluate and analyze the sanitary sewer collection system and
W&RRC to ensure compliance with all legal requirements.
In the fall of 2018, the City hired Strand Associates (Strand), a consulting engineering firm, to
update the City's hydraulic sewer model and perform a capacity analysis of the Catfish Creek
sanitary sewer interceptor that runs from the Water & Resource Recovery Center and several miles
to the Dubuque Industrial Center West. Updating the hydraulic model will result in several
benefits. An updated model is the most accurate and fastest way to run capacity analysis scenarios
that measure changes to system performance due to various, proposed additions, improvements or
modifications. The updated model will help identify sections of the existing sewer system that are
performing below current industry standards. The proposed study area would start where the force
main pipe connects to the W&RRC, then follow up the force main upstream to and including the
Catfish Creek Lift Station, the model will then analyze the five primary gravity interceptor sewer
branch lines that serve as the backbone to the Catfish Creek Sewershed which includes DICW and
the Southwest Arterial areas. The work by Strand will also include a review of wet weather
conditions to determine potential sources of excessive I/I. In the spring of 2019, the City installed
temporary flow meters at strategic locations along the Catfish Creek sewer line.
The City currently has Closed Circuit Television (CCTV) records and condition assessments of
60% of the gravity sewer system. With the adoption of the Fiscal Year 2020 budget (for the period
of July 1, 2019 through June 30, 2020), a funding plan has been established for the systematic
CCTV inspection, cleaning, and condition assessment of the remaining 40% within a 10-year
period. Inspecting each sewer pipe will provide the condition of each pipe so that the City can
schedule and undertake proactive measures to improve performance levels of the system — identify
degeneration that might lead to blockages, collapses, and/or sanitary sewer overflows. While the
Public Works Department does inspect several miles of sewer each year, their efforts are rightly
concentrated on sewers with known maintenance issues. As a result, there are sections of the City
system that have not been televised within the past fifteen years and their condition remains
unknown. Generally, inspections will be done first on older sewers and those that pose the greatest
risk of failure.
9-84
APPENDIX A
FLOW METER LOCATION MAP
[This Page Intentionally Left Blank]
Masterpiece on the Mississippi
Legend
City Limits
Flow Meters
O Active
O Inactive
O Under Construction/Design
W E
1 inch = 5,000 feet
2,000,000 0 2,000 4,000 6,000 8,000 10,000 Feet
DISCLAIMER: This information was compiled
using the Dubuque Area Geographic Information System
AGIS), which includes data created by both the City of
Dubuque and Dubuque County. It is understood that, while
the City of Dubuque and participating agencies utilized the
most current and accurate information available, DAGIS and
it's suppliers do not warrant the accuracy or currency of the
information or data contained herein. The City and participating
agencies shall not be held liable for any direct, indirect, incidental,
consequential, punitive, or special damages, whether foreseeable or
unforeseeable, arising out of the authorized or unauthorized use of
this data or the inability to use this data or out of any breach of
warranty whatsoever.
City -Wide Sewersheds
Permanent SCADA Flow Meter Locations
DAGIS
Dueuqut AREA c:oc,A,UIc IurcanoTIoN ,vsitm
CEDAR RIDGE RD
DERBY GRANGE RD
HUMKE RD
OLD HIGHWAY RD
y
W
J
7°'
M
JO
OR
O_ CHESTERMAN RD
'A_
•
L1PTONS^
FURNACE RD
Sewershed 7A
SCADA Flow Meter
a
m Sewershed 7B
SCADA Flow Meter
r
✓
ASB RY RD
F
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SP
Atift)
" ' EL R$ c
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ram' ,.
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•
419
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W
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TTLERS LN
73
v
Sewershed 10
SCADA Flow Meter
E 22nd Street
Sewershed 10
SCADA Flow Meter
Lincoln Ave
Sewershed 10
SCADA Flow Meter
36" Couler Line
Sewershed 11
SCADA Flow Meter
Sewershed 12
SCADA Flow Meter
t11
Map Prepared by:
City of Dubuque
Engineering Division
50 West 13th Street
Dubuque, Iowa 52001
•.lie: =3)589-4270
Fax: (563) 589-4205
[This Page Intentionally Left Blank]
APPENDIX B
SEWERSHED 5: LOCATION MAP
AND FLOW METER DATA
[This Page Intentionally Left Blank]
Masterpiece on the Mississippi
DERBY GRANGE Rf
DISCLAIMER: This inormation was compiled
usurp the Dubuque Area Geographic Information System
(DAMS), which Includes data created by both the City of
Dubuque and Dubuque County. It Is understood that, while
the City of Dubuque and participating agendas utilized the
,cst current and accurate information avauatde, OASIS and
suppliers do not warrant the ecru rery or currency of the
Information or data contained herein. The City and participating
agencies shall not ba held liable for any direct, Indirect, Incidental,
consequential, punitive, or special damages, whether foreseeable or
unforeseeable, arising out of the authorized or unauthorised
zeu b al r
tills data or the inability to use this data or out of anybreach of
warranty whatsoever'.
Sanitary Sewershed 5
with Sub-Sewersheds
Sewershed Area
5
5-1
5-2
5-3
5-4
5-5
DAGIS
DUBUQUE AREA GEOGRAPNIC INFORM.
Map Prepared by: TWK
City of Dubuque
Engineering Division
50 West 13th Street
Dubuque, Iowa 52001
Phone: (563) 589-4270
Fax: (563) 589-4205
H:\Engineering11_I1
Sewershed Inspection Areas\
Sewershed 05
THE CITY OF
DUBUQ'UE
Masterpiece on the Mississippi
Permanent Flow Meter Locations
Sewer Shed 5
DISCLAIMER: This information was compileo
using the Dubuque Area Geographic Information System
(DAGIS), which includes data created by both the City of
Dubuque and Dubuque County. It Is understood that, while
the City of Dubuque and participating agencies utilized the
most current and accurate Information available, DAGIS and
suppliers do not warrant the accuracy or currency of the
information or data contained herein. The City and participating
agencies shall not be held Ilable for any direct, indirect, incidental,
sequential, punitive, or special damages, 'whether foreseeable or
Linotoreseeable, 'arising out of the authorized or unauthorized use of
this data or the inability to use this data or out of any breach of
.warranty whatsoever.
50
1 inch = 50 feet
25
0
50 Feet
W E
S
DAGIS;
at1u000 MCA ci0O.A1111C INrCAMA0rON SnSsef
Map Prepared by:
City of Dubuque
Engineering Division
50 West 13th Street
Dubuque, Iowa 52001
Phone: (563) 589-4270
Fax: (563) 589-4205
Sewershed 5
October 1, 2019 to October 5, 2019 Rain
RAINFALL
Total Rainfall: 5.96 inches
Peak Rainfall intensity: 01.01 in/hr
Period with Intensity: 8:34 pm — 9:19 pm 10/1/19
3.50
(912712019 9:56:44 PM) 0.58 MG D
(1011120199:53:34 PM) 3.00 MGD
iki'411)11
-0.50
9/26/2019
9:15:09 AM
12012019
10:32:44 AM
9/30/2019
11:50:19 AM
SEWERSHED FLOW
Dry Weather Flow: 0.58 MGD
Wet Weather Flow: 3.00 MGD
Wet Weather Peaking Factor: 5.2*
*Possibly higher as the peak WWF may have capped at 3.00 MGD
1032019
1:07:54 PM
H I ST1:AI_F 1 _F LW_VAL [BestF it - 00 00:57:11.0781
2.42MGD(3c=_ r.23:56:50)
10/4/2019
2:25:29 PM
10/62019
3:43:05 PM
Tag Name j Desorption I Number I Server
Color Units I Minimum I Ma:omum 110 Address I Time Offset I Source Tag
I Source Server 1 Value at x1 1 Value at X2 I
❑� �AI_F1_FL... SEWERSHED5 FLOW 1 HIST1 MGD -05D 3.50 `i'.SCADA11\DASABCI... 0:00:40.030 G.53 3.G0
❑ 0 AI_F1_LVL... SEWERSHED 5 METE... 2 HIST1 in 0.00 48.00 \\SCADA11\DASABCI... 0:00:00.O0G 5.11 11.82
RAINFALL
Total Rainfall: 0.91 in
Peak Rainfall intensity: 0.64 in/hr
Period with Intensity: 10:59 am — 11:14 am
(3/ 1320201:56:03 PM) 0.41 MG D
(320120201:58:03 AM) 1.38 M G D
9:15:09 AM
Sewershed 5
March 19, 2020 Rain
SEWERSHED FLOW
Dry Weather Flow: 0.41 MGD
Wet Weather Flow: 1.38 MGD
Wet Weather Peaking Factor: 3.4
i
3/14/2020 3+1 &2020 3+1 &'2020
10:32:44 AM 11:50:19 AM 1:07:55 PM
H I ST1:AI_F 1 _F LW_VAL [BestF it - 00 00:57:11.07g:
3/'20/2020
2:25:30 PM
0.97 MGD (6days, 12:02:00)
3232020
3:43:05 PM
Tag Name (Oesaptiorl l Number I Server Color Ulnas I Minimum I Mabmum 110 Address I Time Offset I Source Tag l Source Server I Value at X1 1 Value at X2 I
y❑ M Al_E1_FL... SEWERSHED 5 FLOW 1 HIST1 MGD -0.50 3.50 11SCADA11`.DASABCI... 0:00:00.000 0.41 1.3g
❑ 0 AI_F1_LVL... SEWERSHED 5 METE... 2 HIST1 in 0.00 43.00 \1SCADA11`.DASABCI... 0:00:00.000 4.34 7.76
APPENDIX C
SEWERSHED 7: LOCATION MAP
AND FLOW METER DATA
[This Page Intentionally Left Blank]
THE CITY 0
DUB E
Masterpiece on the Mississippi
DISCLAIMER: This information was compiled
using the Dubuque Area Geographic Information System
(DlGIS), which Includes data crested by betia the City of
Dubuque and Dubuque County. It Is understood that, while
the City of Dubuque and participating agencies utilized the
most current and accurate Information evtilablo, DAGIS and
suppliers do not warrant the accuracy or currency of the
informationr data contained here, The City and Jorticipatinp
agencies all innot be held (labia for any direct, indirect, lincidental,
conseq punitive, or special dainages, whether foreseeable or
unforeseeable, arising out of the authorized or unauthorised use of
this data or the inability to use this data or out of any breach of
warranty whatsoever.
Sanitary Sewershed 7
with Sub-Sewersheds
Sewershed Area 7-2
METERSHED ID di 7-3
7
7-^
NIIM 7-4
a product e
D�AGIS
DUBUQUE AREA GEOGRAPHIC INFORMATION SYSTEM
Map Prepared by: TWK
City of Dubuque
Engineering Division
50 West 13th Street
Dubuque, Iowa 52001
Phone: (563) 589-4270
Fax: (563) 589-4205
H:\Engineering\1_1\
Sewershed Inspection Areas\
Sewershed 05
Masterpiece on the Mississippi
DISCLAIMER: This information was compiled
using the Dubuque Area Geographic information System
(DAG15), which includes data created by both the City of
Dubuque and Dubuque County. It is understood that, while
the City of Dubuque and participating agencies utilized the
most current and accurate Information available. DAG35 and
Insupplier,do not warrant the accuracy or currency of the
for or data contained herein. The City and participating
agencier hell not be held liable for any direct, Indirect, Incidental,
consequential, punitive, o• special damages whether foreseeable or
cable, arising o of the authorized or unauthorized u of
this data or the Inability to use this data or our of any breach of
vibrancy whatsoever.
Permanent Flow Meter Locations
50
1 inch = 50 feet
25
0
Sewer Shed 7A
50 Feet
pteugut AR. G:JGRANlt InreeI.,ION =y.tta
Map Prepared by:
City of Dubuque
Engineering Division
50 West 13th Street
Dubuque, Iowa 52001
Phone: (563) 589-4270
Fax: (563) 589-4205
RAINFALL
Total Rainfall: 5.96 inches
Peak Rainfall intensity: 01.01 in/hr
Period with Intensity: 8:34 pm — 9:19 pm 10/1/19
0.50
0.00
(9/2612019 9:30:53 PM) 0.07 MG D
(101112019 9:31:30 PM) 0.41 M G D
Sewershed 7a
October 1, 2019 to October 5, 2019 Rain
SEWERSHED FLOW
Dry Weather Flow: 0.07 MGD
Wet Weather Flow: 0.41 MGD
Wet Weather Peaking Factor: 5.9
0.34 MGD (5 days. 00:00:37)
ikAW\
9/25/2019
6:27:40 AM
9/26/2019
4:03:40 PM
9/282019 9.2912019
1:39:40AM 11:15:40AM
H I ST1:.AI_F 2_F L:•;_;I.AL [BestF it - 00 00:38:58.749:
9/30/2019
8:51:40 PM
10/2/2019
6:27:40 AM
Tag Name I B>eaoption 1 Number 1 Server Color Units I Minimum I Madmum 110 Address I Time Offset I Source Tag Source Server Value at X1 I Value at X2 I
❑ AI_F2_FL... SEWERSHED 7a FLOW 1 HIST1 MGD 0.00 0.50 \\SCADA11\DASABCI... 0:00:00.000
❑ cs] AI_F2_LVL... SEWERSHED 7a MET... 2 HIST1 in 0.00 40.00 115CADA111DASABCI... 0:00:00.000
0.07 0.41
1.74 23.19
RAINFALL
Total Rainfall: 1.00 in
Peak Rainfall intensity: 0.72 in/hr
Period with Intensity: 10:14 am — 10:29 am
(3+15C202011:29:04 AM] 0.06 MGD
(3+19C202011:26:27 AN) 0.16 MGD
0.17
0.00
3'1412020
10:10:31 PM
3/16+2020
7:46:31 AM
Sewershed 7a
March 19, 2020 Rain
SEWERSHED FLOW
Dry Weather Flow: 0.06
Wet Weather Flow: 0.16
Wet Weather Peaking Factor: 2.7
3+17/2020 3+19/2020 3/20/2020
5:22:31 PM
2:53:31AM 12:34:31PM
HI ST1:A1_F2_F LW VAL [BestF it - 00 00:33:53.749]
0.11 MGD (3 days. 23:57:23)
3+21/2020
10:10:31 PM
Tag Name I Description Number Server Color Units I Minimum I Maximum 110 Address
I Tme Offset I Source Tag I Source Server I Value at X1 I Value of X2 I
El AI_F2_FL... SEW ERSHED 7a FLOW 1 HIST1 MGD 0.00 0.17 1\SCADA11`.DASABCI... 0:00:00.000
❑ LJAI_F2_LVL... SEWERSHED 7a MET... 2 HIST1 in 0.50 3.40 115CADA11`.DASABCI... 0:0[I:0[I.000
0.06 0.16
2.17 3.03
THE CITY OF
DUBUgUE.
,1n0Prniarn.,,, thy Mississippi
DISCLAIMER: This information was compiled
using the Dubuque Area Geographic Information System
(DAGIS), which Includes data created by both the City of
Dubuque and Dubuque County, It Is understood that, while
the City of Dubuque and participating agencies utilized the
most current and accurate Information available, DAMS and
Ms suppliers do nor warrant the accuracy or currency of the
information or data contained herein, The City and participating
agencies shalt not be held Ilabne for any direct, Indirect, Inudental,
consequential, punitive, or special damages, whether foreseeable or unforeseeable, arising out or the authonzed or unauthorized use of
this data or the Inability to use this data or out of any breach of
warranty whatsoever.
Permanent Flow Meter Locations
1 inch = 50 feet
5C 25 0
Sewer Shed 7B
50 Feet
W E
S
DAG1S
pt fUQYf AefA G:pe0Atalf INfCe ten10N starrt
Map Prepared by:
City of Dubuque
Engineering Division
50 West 13th Street
Dubuque, Iowa 52001
Phone: (563) 589-4270
Fax: (563) 589-4205
RAINFALL
Total Rainfall: 5.96 inches
Peak Rainfall intensity: 01.01 in/hr
Period with Intensity: 8:34 pm — 9:19 pm 10/1/19
(9/27/2019 10:08:11 PM) 0.33 MGD
[1011/201910:05:00 PM) 1.77 MGD
3.00
0.00
9)26,2019
9:15:09 AM
Sewershed 7b
October 1, 2019 to October 5, 2019 Rain
SEWERSHED FLOW
Dry Weather Flow: 0.38 MGD
Wet Weather Flow: 1.77 MGD
Wet Weather Peaking Factor: 4.7
1 1 1 1
9i23.12019 9/30/2019 10/2/2019 10/4/2019
10:32:44 AM 11:50:19 AM 1:07:54 PM 2:25:29 PM
HIST1:AI_F3_FL1^f_VAL [BestFit- 00 DD:57:11.07S
1.39 MGD (3days, 23:56:49)
10.16,2019
3:43:05 PM
Tag Name I Description I Number I Server Color Units I Minimum Ma>amum 110 Address I Time Offset I Source Tag I Source Server I Value at X1 I Value at X2
❑y aiAI_F3_FL... SEW ERSHED;]FLOW 1 HIST1 MGD 0.00 3.00 \\SCADA11`,DASABCI... 0:00:00.000 D.3B 1.77
❑ i Al_F3_LVL... SEWERSHED 7b MET... 2 HIST1 in 0.00 42.06 \\SCADA11`,DASA9CI... 0:00:00.000 4.53 5.35
Sewershed 7b
March 19, 2020 Rain
RAINFALL
Total Rainfall: 1.00 in
Peak Rainfall intensity: 0.72 in/hr
Period with Intensity: 10:14 am — 10:29 am
0.40
0.00
(3/151202012:00:17 PM) 0.06 MGD
(3/19/202011:57:39 AM) 0.31 MG
SEWERSHED FLOW
Dry Weather Flow: 0.06
Wet Weather Flow: 0.31
Wet Weather Peaking Factor: 5.2
0.25 MGD (3 days. 23:57:22)
1
NAvh,
3+1412 "'2 "'
10:10:31 P51
116+2020 3'17i2020 3/19i2020
7:46:31 AM 5:22:31 PM 2:53:31 AM
HIST1:AI_F3_FLl^;_;JAL [BestFit - 00 00:38:58.749j
3+20'2020
12:3::31 PM
3'21r2020
10:10:31 PM
Tag Name I Description I Number I Server
Color Units I Minimum I Ma>amum 110 Address I Time OfFset I Source Tag l Source Server I Value at X1 I Value at X2
❑� )0 AI_F3_FL... SEWERSHED 7o FLOW 1 HIST1 MGD 0.00 0.40 1\SCADA111DASARCI... 0:00:00.090 0.06 0.31
O IAI_F3_LVL... SEWERS HED7o MET... 2 HIST1 in 0.00 5.00 1\SCADA111DASARCI... 0:00:00.000 2.22 4.35
APPENDIX D
SEWERSHED 10: LOCATION MAP
AND FLOW METER DATA
[This Page Intentionally Left Blank]
Masterpiece on the Mississippi
DISCLAIMER: This information was compiled
_ing the Dubuque Area Geographic Information System
:.:AGIS), which includes data created by both the City of
:hbuque and Dubuque County. It is understood that. while
•'te City of Dubuque and participating agencies utilized the
most
current and accurate information available, DAGIS and
suppliers do n ant the accuracy or 'ncy of the
Information or data contained herein. The Cityand participating
agencies shall not be held liable for any direct, Indirect, incidental,
consequential, punitive, or special damages, whether foreseeable or
unforeseeable, arising out of the authorized or unauthorized use of
this data or the Inability to use this data or out of any breach of
warranty whatsoever.
Permanent Flow Meter Locations
Sewer Shed 10
Sewer Shed 10
Meter
Rhomberg and Kniest
50
1 inch = 50 feet
25
0
50 Feet
W
a peocuca of
DAGIS
at,bgge Aar. p:Jea.on,t ItirpaYarlpn ,I,Ith
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
OLYMPIC HTS
DISCLAIMER: This information was compiled
using the Dubuque Area Geographic Information System
(DAGIS), which includes data created by both the City of
Dubuque and Dubuque County. It is understood that, while
the City of Dubuque and participating agencies utilized the
most current and accurate information available, DAGIS and
it's suppliers do not warrant the accuracy or currency of the
information or data contained herein. The City and participating
agencies shall not be held liable for any direct, indirect, incidental,
consequential, punitive, or special damages, whether foreseeable or
unforeseeable, arising out of the authorized or unauthorized use of
this data or the inability to use this data or out of any breach of
warranty whatsoever.
400200 0
Sewershed 10
Permanent SCADA Flow Meter Locations
DAVIS ST
ImIELUILLSOIT
O'NEILL ST m
Z
HENNEP/N ST
v RIES
Sewershed 10
SCADA Flow Meter
E 22nd Street I
Sewershed 90 ,-,
SCAI!A n 7 a?4 .�
Couier 4
1 inch = 1,100 feet
400 800 1,200 1,600 2,000 2,400 Feet
Sewershed
SCAIDA
Lincoln
Original
Sewershed
04483
DAGIS,
Dueuqut AREA G:CGRA>uic iurCannTION ivsitm
Map Prepared by:
City of Dubuque
Engineering Division
50 West 13th Street
Dubuque, Iowa 52001
Phone: (563) 589-4270
Fax: (563) 589-4205
RAINFALL
Total Rainfall: 5.96 inches
Peak Rainfall intensity: 01.01 in/hr
Period with Intensity: 8:34 pm — 9:19 pm 10/1/19
(101;2019 9:53:17 PM) 4.03 MGD
(9;27;2019 9:53:46 PM) D.55 MGD
8.00
6.40
4.80 —
3.20-
1.60—
0.00
9;27,2019 9;29:2319
3:14:01 PM
S:26:09 AM
Sewershed 10 (24-inch)
October 1, 2019 to October 5, 2019 Rain
SEWERSHED FLOW
Dry Weather Flow: 0.55 MGD
Wet Weather Flow: 4.03 MGD
Wet Weather Peaking Factor: 7.3
-3.48 MGD (3days. 23:59:31)
10;1,2019 121.2219 10;4,2019 101612319
1:38:17 AM
6:53:25 PM
HISTI:AI_PCC4_FIT01A_FLW_VAL [BestFit - 00 0D:4S:17.321:
12:02:33 PM
5:1L:L1 AM
Tag Name
❑ 0 AI PCC2 FITO1A FLW VAL
❑ f] AI_PCC2_FITO1B_LVL_VAL
r❑m AI_PCC4_FITO1A_FLW_VAL
IDescription I Number I Server Color Llntts I **min I MaAmum 110 Address I Time Offset I Source Tag I Source Server I Value at X1 l Value at X2 l
SEWERSHED 10 LINC... 1 HIST1 ■ MGD 0.00 20.00 \\SCADA11\DASABCI... 0:00:00.0
SEWERSHED 10E36" ... 2 HIST1 INCHES 0.00 36.00 \00:0IX1
\SCADA111DASABCI... 0:0.000
SEWERSHED 10W 24... 3 HIST1 MGD 0.00 3.00 \\SCADA11\DASABCI... 0:00:00.000
0.00 0.00
36.00 21.11
4.03 0.55
RAINFALL
Total Rainfall: 1.00 in
Peak Rainfall intensity: 0.72 in/hr
Period with Intensity: 10:14 am — 10:29 am
(3/16202012:52:37 AM) 0.15 MGD
(3201202012:49:59 AM) 0.75 MG
0.93
-0.13
3/14/2020
10:10:31 PM
Sewershed 10 (24-inch)
March 19, 2020 Rain
SEWERSHED FLOW
Dry Weather Flow: 0.15
Wet Weather Flow: 0.75
Wet Weather Peaking Factor: 5.0
H I ST1:AJ_PCC4_F IT01 A_F LW VAL [BestF it - 00 00: 33:53.7491
3,20,2020
12:34:31 PM
0.60 MGD (3 days. 23:57:22)
31'21,2020
10:10:31 PM
Tag Name ( Description l Number I Server
❑ MIAI PCC2 F... SE'31ERSHED10LINC. .. 1
❑ MAl PCC2 F... SEW ERSHED 10E3G"... 2
❑ AI_PCC4_F... SEW ER SHED 10W 24... 3
HIST1
HIST1
HIST1
Color Units I Minimum I Maximum 110 Address
MGD
INCHES
MGD
0.00 0.00 1.\SCADA11 \DASABCI ..
11.33 40.G7 \\SCADA11\DASABCI..
-0.13 0.93 \\SCADA11\DASABCI..
Trne1J fset Sorrce Tag [Source Server I Value at X1 1 Value at X2 I
0:00:00.000
0:00:00.000
0:00:00.000
0.00
23.25
0.15
0.00
25.10
0.75
APPENDIX E
SEWERSHED 11: LOCATION MAP
AND FLOW METER DATA
[This Page Intentionally Left Blank]
THE CrTh OF
DUB
Masterpiece on the Misistzippi
Sanitary Sewershed 11
A product et
DAr.... is
DulitJQt. AREA GEOGRARMIC DIEDAMATION STSTEM
WILBR;CHT L
FAIRWAV UR_
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= ROSEDALE AVE
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-21
D.:SC/AMER: Th.s ,nra-mation was compd.
ustng the Dubuque Arcs Gornto ph.c information System
(DAG;S), whim ,ncludo, Oau created by both the City of
Dubuque and Du buquo,ounty s understood that, while
the oty rteetteee one part,cipating agent,as uhoted the
most current and accurate enrormattoe avadebte CAGIS and
,es suppler, do r.ot narra et the accuracy or cu•rency or the
tnformanun or data con:amen herein The Lire and parbc,pating
agere,ez.hall not be held bailie tor ,tny mrect, inctoenta,
bonsequenhal p,:nttan• or special damages whether toreSeeable or
unfon,,,eable, an,ing oLt ,Jr the .1,114e-teed or onduthoraed U50 Of
dat., or the .nab..,ty na asp tnts dot, or out or any breach or
wet -ten, what.teto,'
400 200 0
1 inch = 900 feet
400 800 1,200 1,600 2,000 Feet
61111111111111111
0
Manhole
Pipe
Metershed Boundary
Date: Nov. 3, 2010
Map Prepared by:
City of Dubuque
Engineering Division
50 West 13th Street
Dubuque, Iowa 52001
Phone: (563) 589-4270
Fax: (563) 589-4205
THE CITY 0
DUEL
E
Masterpiece on the Mississippi
DISCLAIMER: This information was compiled
sing the Dubuque Area Geographic Information System
(DAGIS), which Includes data created by both the City of
Dubuque and Dubuque County. It understood that, while
the City of Dubuque and participating agencies ut1112ed the
most current and accurate information available, DAGIS and
it's suppliers do not warrant the accuracy or currency of the
or data contained herein. The City and participating
agencies shall not be held liable for any direct, indirect, Incidental,
consequential, punitive, or special damages, whether foreseeable or
unforeseeable, arising out of the authorized or unauthorized use or
this data or the inability to use this data or out of any breach of
warranty whatsoever.
Permanent Flow Meter Locations
Sewer Shed 11
50
1 inch = 50 feet
25
0
50 Feet
W
S
0UMMIR ARIA 4:DARMIIIO Refdr.aa,ipn
Map Prepared by:
City of Dubuque
Engineering Division
50 West 13th Street
Dubuque, Iowa 52001
Phone: (563) 589-4270
Fax: (563) 589-4205
Sewershed 11
October 1, 2019 to October 5, 2019 Rain
RAINFALL
Total Rainfall: 5.01 inches
Peak Rainfall intensity: 01.21 in/hr
Period with Intensity: 7:54 pm — 9:19 pm 10/1/19
(912720198:35:10 PM) 0.36 MGD
(10/1/20193:32:33 PM) 2.00 MGD
3.00
0.00
9/26/2019
10:10:31 PM
SEWERSHED FLOW
Dry Weather Flow: 0.86 MGD
Wet Weather Flow: 2.00 MGD
Wet Weather Peaking Factor: 2.3*
*Likely higher as the peak WWF appears to be capped at 2.00 MGD
9/202019 92912019 10/1/2019
7:46:31 AM 5:22:31 PM 2:53:31 AM
HIST1:AI_F4_FLW VAL [BestFit- 00 00:3S:53.7491
10/2/2019
12:34:31 PM
1.14 MGD (3 days. 23:57:23)
10/3/2019
10:10:31 PM
Tag Name I Description I Number I Server Color Units I Minimum I Ma>amum I ID Address l Time Offset I Source Tag I Source Server I Value at X1 l Value at X2
El M AI F4 FL... SEWERSHED 11 FLOW 1 HIST1 MGD 0.00 3.00 11SCADA11\DASABCI... 0:00:00.000 0.36 2.00
❑ 11 AI_F4_LVL... SEWERSHED 11 MET... 2 HIST1 in 0.60 43.00 11SCADA11\DASABCI... 0:00:00.060 11.33 11.99
Sewershed 11
March 19, 2020 Rain
RAINFALL
Total Rainfall: 0.91 inches
Peak Rainfall intensity: 0.64 in/hr
Period with Intensity: 10:59 am — 11:14 am
1.31
-0.51
1 8:48:29 AM) 0.32 MGD
(312012020 3:53:40 AM) 1.09 MGD
SEWERSHED FLOW
Dry Weather Flow: 0.32 MGD
Wet Weather Flow: 1.09 MGD
Wet Weather Peaking Factor: 3.4
0.73 MGD (4 days. OD:05:11)
3114/2020
10:10:31 PM
315.•2'20 3117/2020 3119/2020 3120,2020
7AS:31 .AM 5:22:31 PM 2:58:31 AM 12:34:31 PM
H I ST1:AI_F4_F LW VAL [BestF it - 00 00:38:58.7491
3'21,2020
10:10:31 PM
Tag Name l Description I Number l Server
Color Units I Minimum I Maximum 110 Address 1 Tme Offset I Source Tag I Source Server I Value at X1 I Value of X2 I
El AI_F4_FL... SEWERSHED 11 FLOW 1 HIST1 MGD -D.51 1.81 \SCADA11\DASABCI... O:D0:DD.DDD D.32 1.D9
❑ [ AI_F4_LVL... SEWERSHED 11 MET... 2 HIST1 in -5.06 18.06 \\SCADA11\DASABCI... 0:00:00.DDD 5.7D 12.DD
APPENDIX F
SEWERSHED 12: LOCATION MAP
AND FLOW METER DATA
[This Page Intentionally Left Blank]
THE CITY OF
DUB
Masterpiece on the Mississippi
DISCLAIMER: This information was compiled
using the Dubuque Area Geographic information System
(DAMS), which includes data created by both the City of
Dubuque and Dubuque County. It is understood that, while
the City of Dubuque and participating 'agencies utilized the
current and accurate information available, DACES and
supliers don[ warrant the accuracy v currency of the
information
or data contained Freres, The City and participating
agencieshall not be held liable for any direct, indirect, incidental,
consequential, punitive, cr special damages, whether foreseeable of'000
unforeseeable, arising out of the authorized or unauthorized use
this data or the inability to use this data or out of any breach of
warranty whatsoever.
Sanitary Sewer Metershed 12
with Sub-Metersheds
1 inch = 1,000 feet
500
0
1,000 Feet
W
Inspection Area
METERSHED ID
"2-1
12-2
12-3
12-4
12-5
a o oddc. m
DAGIS
• .AEA GEOGRAPHIC INFORMATION SYSTEM
Map Prepared by: TWK
City of Dubuque
Engineering Division
50 West 13th Street
Dubuque, Iowa 52001
Phone: (563) 589-4270
Fax: (563) 589-4205
H.\Engineering \ I_I\M etershed
Inspection Areas\Metershed 12
Special Achievement in GIS
2018 Award Winner
DISCLAIMER: This information was compiled
using the Dubuque area Geographic Information System
(DAGIS), which includes data created by both the City of
Dubuque and Dubuque County. It is understood that, while
the City of Dubuque and participating agencies utilized the
most current and accurate information available, DAGIS and
it's suppliers do not warrant the accuracy or currency of the
information or data contained herein. The city and participating
agencies shall not be held liable for any direct, indirect, incidental,
consequential, punitive, or special damages, whether foreseeable or
nforeseeable, arising out of the authorized or unauthorized use of
this data or the inability to use this data or out of any breach of
warranty whatsoever.
Permanent Flow Meter Locations
Sewershed 12
1 inch = 50 feet
50 25 0 50 Feet
W E
Masterpiece on the Mississippi
Map Prepared by:
City of Dubuque
Engineering Division
50 West 13th Street
Dubuque, Iowa 52001
Phone: (563) 589-4270
Fax: (563) 589-4205
RAINFALL
Total Rainfall: 5.01 inches
Peak Rainfall intensity: 01.21 in/hr
Period with Intensity: 7:54 pm — 9:19 pm 10/1/19
2.10
-0.30
(9/27/2019 8:35:10 PM) 0.53 MGD
(10/1/2019 8:24:45 PM) 0.36 MGD
9/26/2019
10:10:31 PM
Sewershed 12
October 1, 2019 to October 3, 2019 Rain
SEWERSHED FLOW
Dry Weather Flow: 0.53 MGD*
Wet Weather Flow: 1.73 MGD
Wet Weather Peaking Factor: 3.3
*Even though flatlined, it approximates previous DWFs
II
9/23/2019 9129t2019 1011t2019
7:46:31 AM 5:22:31 PM 2:53:31 AM
HIST1:AI_F5_FLIN VAL [BestFit- 00 00:38:58. 749J
1
0.33 MGD (3 days. 23:49:35)
10/2/2019
12:34:31 PM
10/312019
10:10:31 PM
Tag Name Desaiption 1 Number I Server
Color Units I Minimum I Maximum 110 Address 1 Tme Offset I Source Tag l Source Server 1 Value at X1 I Value at X2 I
l MI AI_F5_FL... SEWERSHED 12 FL0W 1 HIST1 MGD -D.30 2.10 \\SCADA11`.DASABCI... D:0D:DD.000 D.53 0.00
❑ uAI_F5_LVL... SEWERSHED 12 MET... 2 HIST1 in -1.07 11.67 1\SCADA11`.DASABCI... a:00:00.000 3.DB 4.05
Sewershed 12
March 19, 2020 Rain
RAINFALL
Total Rainfall: 0.91 inches
Peak Rainfall intensity: 0.64 in/hr
Period with Intensity: 10:59 am — 11:14 am
(3/1620202:16:09 PM) 0.60 MGD
SEWERSHED FLOW
Dry Weather Flow: 0.60 MGD
Wet Weather Flow: 1.52 MGD
Wet Weather Peaking Factor: 2.5
(311912020 2:18:05 PM) 1.52 MGD 0.92 MGD (3 days. 00:01: 56)
1.85
-0.15
3+1412020 1162020 3+1712020 3+1912020 32012020
10:10:31 PM
7:46:31 AM
5:22:31 PM 2:58:31 AM 12:34:31 PM
HIST1:AI_F5_FLW VAL [BestFit- 00 00:38:58.749]
XI
3211202D
10:10:31 PM
Tag Name Description I Number I Server Color Units l Minimum I Ma>amum l 10 Address I Tme Offset I Source Tag I Source Server I Value at X1 I Value at X2
❑� f� AI_F5_FL... SEWERSHED 12 FLOW 1 HIST1 MGD -0.15 1.85 \L.SCADAII\DPSABCI... 0:0[I:0[I.000 0.60 1.52
❑ [ AI_F5_LVL... SEWERSHED 12 MET... 2 HIST1 in 0.17 6.83 \\SCADA11\DASABCI... 0:00:00.000 2.55 5.43