United States Environmental Protection Agency (US EPA)_Semi Annual Consent Decree Copyrighted
April 16, 2018
City of Dubuque Consent Items # 14.
ITEM TITLE: United States Environmental Protection Agency(US EPA)
Semiannual Consent Decree Report
SUMMARY: City Engineer Gus Psihoyos is transmitting the March 31 ,
2018 Semi Annual Consent Decree Report that has been
submitted to the United States Environmental Protection
Agency as required by the Consent Decree.
SUGGESTED DISPOSITION: Suggested Disposition: Receive and File
ATTACHMENTS:
Description Type
US EPA Semi-Annual Report-NNM Memo City Manager Memo
Staff Memo Staff Memo
Semi-Annual Report Supporting Documentation
Semi-Annual Report-Appendix Supporting Documentation
THE CITY OF Dubuque
�
AIFA�erlwGh
UB E '�� III►
Masterpiece on the Mississippi Z°°'�w'2
7A13 2017
TO: The Honorable Mayor and City Council Members
FROM: Michael C. Van Milligen, City Manager
SUBJECT: March 31 , 2018 Semi Annual Report
US EPA Consent Decree Required Submittal
DATE: April 5, 2018
City Engineer Gus Psihoyos is transmitting the March 31 , 2018 Semi Annual Consent
Decree Report that has been submitted to the United States Environmental Protection
Agency as required by the Consent Decree.
��� �
.
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
THE C1TY OF Dubuque
�
D L,.J L E ul•A�eMea 6iq
t`� -. �r
II
Masterpiece on tlie Mississippi Z�''Z°'�
'L013•2tit7
TO: Michael C. Van Milligen, City Manage
FROM: Gus Psihoyos, City Engineer :�� F
SUBJECT: March 31, 2018 Semi Annual Report
US EPA Consent Decree Required Submittal
DATE: April 3, 2018
Introduction
The purpose of this memorandum is to present the March 31, 2018 Consent Decree
Semi Annual Report to the City Council that was submitted to the US EPA on March 30,
2018.
Backc�ra�o�d
The City of Dubuque, lowa is under a Consent Decree according to Case 2:11-cv-
01001-EJM, United States of America and the State of lowa v. the City of Dubuque, IA
(N.D. lowa), 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 on 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: F3arry Lindahl, City Attorney
Deron Muehring, Civil Engineer
Consent Decree
Semiannual Report
March 31 , 2018
Consent Decree No. 2:11-cv-01011-EJM
Prepared for:
UNITED STATES
ENVIRONMENTAL
PROTECTION AGENCY,
UNITED STATES
DEPARTMENT OF JUSTICE
AND
IOWA
DEPARTMENT OF
NATURAL RESOURCES
Prepared by:
March 28, 2018
CITY OF DUBUQUE, IA
50 W 13�' Street
Dubuque, IA 52001
I
[This Page Intentionally Left Blank]
Table of Contents���
1.0 CERTIFICATION...........................................................................................................1-4
2.0 INT RODUCT ION...........................................................................................................2-5
2.1 Background..........................................................................................................2-5
2.2 Purpose................................................................................................................. 2-5
2.3 Report Summary.................................................................................................. 2-5
3.0 SANITARY SEWER OVERFLOWS............................................................................3-7
3.1 Sanitary Sewer Overflow Record........................................................................ 3-7
3.1.1 Dry Weather Overflows ........................................................................ 3-7
3.1.2 Wet Weather Overflows........................................................................ 3-8
3.2 SSO's Effect on Public Health and Water Quality..............................................3-9
3.3 Measures Enacted to Minimize Duration and Impact..........................................3-9
3.4 Measures Enacted to Stop the Overflow Event...................................................3-9
3S Measures Enacted to Prevent Another Recurrance............................................3-10
3.6 Capturing Key Way Overflows ......................................................................... 3-10
3.7 Warning Sign Postings....................................................................................... 3-10
4.0 WATER& RESOURCE RECOVERY CENTER UPGRADE................................4-11
4.1 Project Planning................................................................................................. 4-11
4.2 Current Project Status ........................................................................................ 4-12
4.3 Biosolid Accumulation Prevention at the W&RRC .......................................... 4-12
5.0 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES).5-13
5.1 Summary of all NPDES Permit Requirement Information................................ 5-13
5.2 NPDES Violations atthe WRRC During The Reporting Period....................... 5-13
6A INFLOW & INFILTRATION REDUCTION PROGRAM......................................6-14
6.1 Background........................................................................................................ 6-14
6.2 Flow Metering.................................................................................................... 6-14
6.2.1 Sewershed 5 Flow Metering................................................................ 6-15
6.2.2 Sewershed 7 Flow Metering................................................................ 6-15
6.2.3 Sewershed 10 Flow Metering.............................................................. 6-16
6.2.4 Sewershed 11 Flow Metering.............................................................. 6-18
6.2.5 Sewershed 12 Flow Metering.............................................................. 6-18
6.3 Source Investigations......................................................................................... 6-19
6.3.1 Private Property Inspections................................................................ 6-19
6.3.2 Dye Testing ......................................................................................... 6-20
6.3.3 Smoke Testing..................................................................................... 6-20
6.3.4 Manholes ............................................................................................. 6-20
6.3.5 Sanitary Sewer..................................................................................... 6-21
6.4 Corrective Action Plan....................................................................................... 6-21
i
7A CORRECTIVE ACTION PLAN IMPLEMENTATION SCHEDULE...................7-22
7.1 Sewershed 11 corrective action plan schedule................................................... 7-22
7.1.1 Private Property Corrections ............................................................... 7-22
7.1.2 Sanitary Smoke Testing: Private Corrections...................................... 7-25
7.1.3 Sanitary Smoke Testing: Storm Sewer Corrections............................ 7-26
7.1.4 PACP Grade 4 Sewer Pipe Corrections............................................... 7-31
7.1.5 PCAP Grade 5 Sewer Pipe Corrections............................................... 7-33
7.2 Sewershed 12 corrective action plan schedule................................................... 7-33
7.2.1 Private Property Inspections Corrections............................................ 7-33
7.2.2 Sanitary Smoke Testing: Private Property Defects—Laterals ............ 7-36
7.2.3 Sanitary Smoke Testing: Private Property Defects—Various............. 7-37
7.2.4 Sanitary Smoke Testing: Public Property Corrections........................ 7-38
7.2.5 Sanitary Smoke Testing: Storm Catch Basin Corrections................... 7-39
7.2.6 Sewershed 12 Manhole Corrections.................................................... 7-39
7.2.7 Sewershed 12 Brick Manhole Corrections.......................................... 7-40
7.2.8 Sewershed 12 Sanitary Sewer Rehabilitation/Corrections.................. 7-41
7.3 Sewershed 7 corrective action plan schedule..................................................... 7-43
7.3.1 Private Property Inspections and Corrections .................................... 7-43
7.3.2 Sanitary Smoke Testing - Private Defects........................................... 7-44
7.3.3 Sanitary Smoke Testing: Public Sanitary Sewer Corrections ............. 7-46
7.3.4 Sanitary Smoke Testing: Storm Sewer Corrections............................ 7-49
7.3.5 Sewershed 7 Manhole Corrections...................................................... 7-51
7.3.6 Sewershed 7 Brick Manhole Corrections............................................ 7-53
7.3.7 Sewershed 7 Sanitary Sewer Corrections............................................ 7-53
7.4 Sewershed 5 corrective action plan schedule..................................................... 7-54
7.4.1 Failed and Corrected Private Property Inspections ............................. 7-54
7.4.2 Sanitary Smoke Testing—Private Property Defect Corrections ......... 7-56
7.4.3 Sewershed 5 Manhole Corrections...................................................... 7-57
7.4.4 Sewershed 5 Carter Road Detention Basin - Manhole Corrections .... 7-61
7.4.5 Sewershed 5 Sanitary Sewer Corrections............................................ 7-62
7.5 Sewershed 10 corrective action plan schedule................................................... 7-64
7.5.1 Failed and Corrected Private Property Inspections ............................. 7-65
7.5.2 Sanitary Smoke Testing—Private Property Defects ........................... 7-69
7.5.3 Sewershed 10 Sanitary Sewer Manhole Corrections........................... 7-71
7.5.4 Sewershed 10 Sanitary Sewer Rehabilitation...................................... 7-74
7.5.5 Sewershed 10 Sanitary Sewer Replacement........................................ 7-76
8.0 CMOM UPDATE..........................................................................................................8-77
8.1 The CMOM Program......................................................................................... 8-77
8.2 CMOM Implementation..................................................................................... 8-77
8.2.1 Fats, Oils, and Grease.......................................................................... 8-77
9.0 ASSESSMENTS AND ENGINEERING ANALYSES...............................................9-78
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__________________________________________ 3-9
Table 4-1 Significant deadlines for the Water & Resource Recovery Center 4-11
Table 5-1 Monthly operating reports submitted during the reporting period________________________5-13
Table 6-1 Sewershed 5 Flow Meter Data Summary______________________________________________________________6-15
Table 6-2 Sewershed 7B Flow Meter Data Summary _________ _________ _________ ________ 6-16
Table 6-3 Sewershed 10-A Flow Meter Data Summary_______________________________________________________6-17
Table 6-4 Sewershed 10-B Flow Meter Data Summary _________ _________ _________ ________6-17
Table 6-5 Sewershed 11 Flow Meter Data Summary____________________________________________________________6-18
Table 6-6 Sewershed 12 Flow Meter Data Summary _________ _________ _________ ________6-19
Table 6-7 Private Property Inspection Progress_____________________________________________________________________6-19
FIGURES
Figure 6-1 Map of priority sewersheds for I&I investigation________________________________________________6-20
APPENDICES
APPENDIX A— FLOW METER LOCATION MAP
APPENDIX B — SEWERSHED 5: LOCATION MAP AND FLOW METER DATA
APPENDIX C — SEWERSHED 7: LOCATION MAP AND FLOW DATA
APPENDIX D— SEWERSHEDS 10 & 6C: LOCATION MAP AND FLOW DATA
APPENDIX E — SEWERSHED 11: LOCATION MAP AND FLOW DATA
APPENDIX F — SEWERSHED 12: LOCATION MAP AND FLOW DATA
iii
[This Page Intentionally Left Blank]
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 imprisoninent for,la�o�_an iolations.
; �'� � `�
' ' � �
( ���' � ' �_ t
�,,�� �: `` _...__ -� :` � 1,� �,�•��_._�
Gus N. Psihoyos '�
City Engineer
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 (DO�, Environmental Protection Agency (EPA) and Iowa
Department of Natural Resources (DNR).
2.2 PURPOSE
The purpose ofthis report is to satisfy Section VIII,Paragraph 25 ofthe 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 `Yeporting period" shall refer to the
time between October 1, 2016 and March 31, 2017, minus the document transportation dates to
ensure deliver of the report by the deadline.
2.3 REPORT SUMMARY
Paragraph 25 ofthe 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 ofthe Consent Decree. Table 2-1 lists how the required information is organized in this
report.
2-5
Table 2-1. Or anization of information re uired b the Consent Decree.
Consent
Decree Summary of Requirement Report Section
Para ra h
25 a i Sanita Sewer Overflow SSO locations 3.1
25 a ii SSO duration offlows 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 Sus ected cause of SSO Table 3-1
25 a vi SSO effect on ublic health and water ualit 3.2
25 a vii Measures to minimize SSO 3.3
25 a viii Measures to sto SSO 3.4
Measures to prevent recurrence of SSO and
25(a)ix milestones 3.5
25 b i Construction u rades 4.0
25 b ii NPDES ermit summa 5.1
25 b iii NPDES ermit violations durin re ortin eriod 5.2
8 Assessments and en ineerin anal ses 9.0
9 Dis osal of biosolids at WPCP 4.3
10 a Ca ture of overflow from Ke Wa Drive manhole 3.6
10 b Postin of warnin si s at SSO locations 3.7
11 Construction u rade to WPCP 4.0
12(a) North Fork CatFish Creek interceptor placed into Reported in 9/30/11
service Semiannual Re ort
12 b I&I flow meterin 6.2
12(c) Flow meters installed in first sewershed during 2010 Reported in 9/30/11
Semiannual Re ort
12 d I&I source identification 6.3
12 e I&I corrective action lan 6.4
12 Im lement I&I corrective actions 7.0
13(a) Collection System Management, Operation, and g 0
Maintenance lan CMOM
13 b Im lement CMOM 8.2
14 Certify legal authority Completed upon signing of
Consent Decree
15 Certify that Section V of Consent Decree has been Following completion of
com leted and laced into service remedial measures
16 Demonstrate all SSO and by-passes have been Following completion of
eliminated remedial measures
17 If SSO or by-pass occurs, submit Remedial Plan and Applicable after completion
Schedule of remedial measures
If SSO or by-pass occurs due to O&M, submit Only applicable after
18 Remedial Plan and Schedule completion ofthe remedial
measures
2-6
3.0 Sanitary Sewer Overflows
3.1 SANITARY SEWER OVERFLOW RECORD
The City of Dubuque experienced two (2) dry weather sanitary sewer overflows during the six-
month reporting period. No known wet weather overflows were observed. 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 starttime ofthe overflow may not be reported
as it is dependent upon amember ofthe public or City staff observing and reportingthe occurrence.
The end time is documented as the time when the Public Works department was able to return the
flow back to the sewer flow line and contain any spill that may have occurred.
3.1.1 Dry Weather Overflows
A dry weather overflow occurred during the previous reporting period but after submission of the
previous semi-annual report. It involved a lift station valve that malfunctioned leading to a pump
failure and a small discharge of wastewater into an unnamed ditch. During the current reporting
period, dry weather overflows were observed at two locations. Debris buildup in a manhole
restricted flow such that wastewater overflowed out ofthe manhole into the street. The second dry
weather overflow involved wastewater exiting a sanitary sewer pipe and entering into a storm
sewer where the two sewers cross.
3.1.11 Key West Fire Station Lift Station Overflow
Water & Resource Recovery Center staff were notified of a possible issue at the Key West Fire
Station lift station around 8:00 a.m. on September 30, 2017. City maintenance staff mobilized to
the site by 9:00 p.m. and found one of the pump check valves stuck in the closed position, not
allowing the pump to function, and leading to an overflow. The DNR was notified of the failure,
and the overflow, at approximately 6:20 p.m. on October 1, 2017. Once the failure was noticed,
the City inspected the area for a possible overflow. Evidence of an overflow was found in an
unnamed ditch to the north of the lift station. It was estimated that approximately 50 gallons of
wastewater entered an unnamed drainage ditch which that eventually leads to Granger Creek.
However,there was no evidence that the wastewater reached a water of the State as the wastewater
would have to travel approximately one mile through vegetated ditches until it would reach the
creek. The discharge area was limed and a warning sign was posted. The sign will stay up for the
required 6 months unless directed otherwise by the DNR. The check-value has been exercised and
is now functional and the replacement of both check-vales is scheduled for replacement to prevent
a repeat occurrence.
3.1.1.2 Kerper Boulevard Sanitary Sewer Overflow
City staff inspection of a storm sewer outfall adjacent to Kerper Boulevard revealed the presence
of a septic odor in the ditch immediately downstream of the storm sewer outlet. The storm sewer
which runs along the west side of Kerper Boulevard empties into an open ditch for a short way in
two areas before going back into the storm pipe and emptying into the Bee Branch ponding area.
The ponding area, and the aforementioned storm sewer function as part of the John C. Culver
floodwall system designed and constructed by the U.S. Army Corps of Engineers circa 1970. The
3-7
storm sewer only carries stormwater when the Mississippi is above flood stage and and various
flood gates are closed, directing stormwater down the storm sewer to the ponding area where it is
then pumped into the Mississippi. Therefore, the presence of the suspect discharge could have
been due to an event/spilUdischarge that occurred months priorto its discovery. City staff collected
water samples for testing. Testing revealed high levels of E-Coli. Therefore, the City notified the
DNR on October 16, 2017 of a possible illicit discharge into the storm sewer system. A
containment boom has been placed at the first open ditch to collect any floatables, and two 3-inch
pumps were set up at the lower open ditch to pump as much of the of the contaminated storm water
as possible into the sanitary sewer system. The initial hypothesis was that there was a broken or
illegally connected private sewer lateral introducing wastewater into the storm sewer pipe. The
depth of standing stormwater in the storm sewer due to the elevated river stage precluded any
visual or CCTV inspection of the storm sewer. Therefore, City staff began collecting water
samples at four locations, testing them for TSS, pH, Ammonia, and E-Coli to try and isolate any
potential sources. Because the weekly testing results revealed consistently high E.Coli levels, it
was clear that itwas an ongoing issue. Once the river stage dropped, City staffwere able to perform
a visual inspection. No illegal sanitary sewer lateral connections were discovered. But inspection
and the weekly testing pointed to a joint in the storm sewer system immediately adjacent to the
sanitary sewer as the likely source, and an SSO. The City notified the IDNR ofthe SSO on October
30, 2017. The City sent the DNR via email, all of the testing results and notified them throughout
the process of identifying and eliminating the SSO. On November 16, 2017 the City's contractor,
Visu-Sewer, was able to stop the leaking of untreated wastewater into the storm sewer. The open
ditch areas along Kerper Blvd have warning signs posted. The signs will stay up for the required
6 months unless provided additional direction from the DNR. A mediarelease was issued notifying
the public of the SSO location. The inflow rate of the untreated wastewater into the storm sewer
was measured at approximately 750 gallons per day. Public Works crews sandbagged the storm
sewer pipe discharge and pumped the flow into the sanitary sewer at a rate of 72,000 gallons per
day.
3.1.1.3 Hill Street Sanitary Sewer Overflow
The overflow on Hill Street occurred on Friday, December 15, 2017. At approximately 8:00 am.,
the Public Works Department was notified of water coming out the manhole. Crews were
immediately dispatched to the area. They discovered blockage in the manhole which they were
able to remove by 9:00 a.m. the same morning. The line was subsequently inspected and no
construction defect was identified. The area around the manhole was cleaned and covered with
lime. A warning sign was posted and will stay up for the required six months unless provided
additional direction from the DNR. A media release was issued notifying the public of the SSO
location. The DNR was notified of the overflow on December 18, 2017. It is estimated that 500
gallons of untreated wastewater spilled on to the ground around the manhole.
3.1.2 Wet Weather Overflows
No known wet weather overflows were observed during the reporting period.
3-8
Table 3-L Sanitary sewer overflows occurring since last reporting period
SSO# 1 2 3
SewershedNo. 4 S 12
Local Address 10640 Lake 2045 Kerper Blvd 692 Hill Sheet
Eleanor Rd neu W.7�'Sheet
StaM Date 9/30/17 10/02/17 12/15/17
Estimated
StaM Time 8:00 p.m. unknown 8:00 a.m.
End Date 9/30/17 11/16/17 12/15/17
End Time 9:00 p.m. 12:00 p.m. 9:00 a.m.
Est.OverFlow Est 50 gallons unknown Est 500 gallons
Volume,Gal.
Downs[ream Granger Creek Mississippi River Mississippi River
Waterbody
Suspected Failed valve(Key Leaking pipe Buildup of debris
Cause West)Lifr Station joints. in the line.
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 staffconducts visual inspections ofthe overflow areato documentthe condition ofthe
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 all
three 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 hose 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 SSO related to the lift station failure was discovered early due to wet well level monitoring.
Staff responded to the alarm and resolved the valve issue within an hour. Public Works crews
inspected the storm sewer line on Kerper Boulevard to identify where wastewater was entering
into the sewer pipe. Once discovered,the City hired Visu-Sewer to plug the leak from within. The
late fall time of year played a part because lining material applications have temperature
limitations.Public Works crews were able to clearthe debris and blockage that caused the overflow
on Hill Street within an hour of discovery. This involved cleaning and inspecting the line with
CCTV equipment. No pipe defects were found.
3-9
3.5 MEASURESENACTED TO PREVENT ANOTHER RECURRANCE
The City purchased and assumed ownership ofthe Key West Fire Station Lift Station in November
of 2015. Since then, the City have included it, along with its various components, into the City's
maintenance and replacement schedules. The City will be replacing the both check-valves at the
station to prevent any reoccurrence of this type of failure.
The second overflow on Kerper Boulevard was caused by a sanitary sewer with leaking joints. In
the short term, the City has made multiple spot repairs. In addition, the City has installed smaller
pipes that Public Works crews use to temporarily re-route flows around the suspect sewer pipe
back into the system. Ultimately, the City has determined that the entire line should be replaced.
Estimated at $4 million, the City took steps to have the project listed on the State Revolving
Fund loan Intended Use Plan. A facility plan is nearing completion. Due to the sewer depth,
conflicts with other utilities, the alignment of the sewer must be reconsidered. Other options
include utilizing a force main system. Bidding of the project is slated for 2018. While it will
depend on the recommendation of the pending facility plan,the wark may start in 2018 but it is
unlikely it will be fully operational until 2019.
The City has added the regular inspection of the manhole on Hill Street that overflowed due to a
buildup of debris.
3.6 CAPTURING KEY WAY OVERFLOWS
Paragraph 10 of the Consent Decree requires the City to capture all overflows from the manhole
located on Key Way Drive between 3500 Keymer Drive and 3507 Keystone Drive. No sanitary
sewer overflows occurred at this location during the reporting period.
3.7 WARNING SIGN POSTINGS
Paragraph 10 of the Consent Decree requires that the City post a warning sign at all SSO sites for
at least 6 months after completion of the site cleanup, unless IDNR decides that the sign may be
posted for a shorter period of time or not at all. Signs have been installed and remain at all three
overflow locations.
3-10
4.0 Water & Resource Recovery Center
Construction Upgrade
Much of the information stated herein 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-L Significant deadlines for the Water&Resource Recovery Center
Deadline Pro'ect Com letion 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 August 29, 2013
11 ofthe Consent Decree
4-11
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 ofthe SRF program and prerequisite to finalizingthe 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 atthe W&RRC.
4-12
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.
Re ort Submitted
Se tember 2017 October 2017
October 2017 November 2017
November 2017 December 2017
December 2017 Janua 2018
Janua 2018 Februa 2018
Februa 2018 March 2018
5.2 NPDES VIOLATIONS AT THE WRRC DURING THE REPORTING PERIOD
There was one NPDES permit violations at the WRRC during the reporting period. Upon
completion of the October 2017 Discharge Monitoring Report for the City of Dubuque Water &
Resource Recovery Center, it was discovered that the 7-day average limit far total suspended
solids was exceeded. The Iowa Department of Natural Resources was notified of the violation by
telephone at approximately 11:59 am. on November 9, 2017. This exceedance occurred during
the week spanning from October 8th to October 14�'. The increased flow from multiple wet-
weather events (1.35 inches of rain on the 10�' and 2.0 inches from the 13�' and 14�') led to poor
settling conditions in the facility's final clarifiers, leading to higher levels of solids leaving the
facility. These conditions were mitigated to a certain eatent through the use of the excess flow
equalization basins, and placement of the activated sludge trains into contact stabilization mode.
But in the end, the two wet-weather events in the same 7-day period resulted in a 7-day total
suspended solids average of 47.3 mg/L; higher than the 7-day total suspended solids limit of 45.0
mg/L as established in the City's NPDES Permit.
5-13
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 UI 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 priar 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 wark toward the goal of eliminating sanitary sewer overflows will
continue beyond the sources identified duringthe 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 peak rain depth
and total rain measured during the event. The intensity was not reported. Following March 2016
Semi Annual review comments, the rain event will include the intensity, while still including the
total rain event in inches. During the reporting period the region experienced a series of notable
rain events, rain intensities defined as greater than 0.5 inch per hour, in October of 2017. The
following sections document the response of the system in Consent Decree sewersheds to these
rains.
6-14
6.2.1 Sewershed 5 Flow Metering
The City reports Sewershed 5 flow data via a permanent flow monitor located at the intersection
of West 32°d Street and Central Avenue, using the City's ea�tensive fiber optic network onto the
City's 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 afiber optic netwark 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 viathe City's fiber optic network. Flows from
Sewershed 5 are monitored in unison with flows from Sewersheds 6 and 7 as they are also
measured as they pass through Sewershed 10. Section 7 of this report includes the corrective
actions established for Sewershed 5 as the City works toward reducing sources of I&I.
During the required monitoring period prescribed under the Consent Decree, flow metering and
site inspections identified significant inflow in an area adjacent to the Carter Road detention basin.
The Carter Road detention basin, a storm water flood mitigation facility, is located upstream of
the intersection of Carter Road and West 32°d Street. When the basin fills with storm water,
sanitary sewer manholes are often submerged. The City identified several corrective actions to be
taken, including sanitary sewer cured-in-place-pipe lining and manhole rehabilitation in and
around the detention basin; this work has been completed.
The flow meter for Sewershed 5 was not operational during the October 2017 rains. It has since
been repaired and is collecting data. Table 6-1 shows flow metering data for Sewershed 5. UI
source identification and removal efforts [manhole improvements/replacements and sanitary sewer
lining] in 2015 and 2016 appear to have made a difference. The City will continue to track and
monitor the system following improvements and significant rain events.
Table 6-1 Comparison of F7ow Meter Data Collected in Sewershed 5 from Significant,Similar Storm Events
Event Date A�e. Dry Weather Total Rain Peak,Wet Weather Max flow depth(in)
Flow Rate MGD Event Inches Flow Rate MGD 24"dia. i e
October 4, 2013 0.283 0.74 0.69
October 13, 2014 0.525 1.83 0.94 7.17
September 29, 2015 0.279 1.03 0.71 4.86
October 26, 2016 0.381 1.16 Sensor Failure 3.81
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 neat to Fulton (7A), and at 31 E. 24�' Street(7B). Data collected from the
6-15
meters during significant rain events will be retained and compared to future rain events to observe
emerging patterns.
The October 6 rain started at approximately 3 pm and stopped at approximately 11:35 pm. The
highest intensity was recorded from 8:50 pm until 9:30 pm. The peak flow measured at 7B
occurred at approximately 9:45 p.m. on October 6�',jumping to 7.4 times the estimated average
dry weather flow rate. Moreover,the sewer flows returned to pre-wet weather levels by 11:30 am
the neat day. The apparent immediate response during and after the event suggest that the main
source of I&I is through direct connections that allow surface water to enter into the system versus
groundwater that would discharge into the sewer over a longer period of time. These results are
similar to previous measured flows in 2016. Table 6.2 provides a summary of the flow meter data
collected at meter 7B. Future events will be appended to the table to track changes over time.
Table 6.2 Sewershed 7B Flow Meter Data Summa
Total Rainfall Peak Rainfall Dry Weather Wet Weather I/I Peaking
Rain Event �in� Intensity Flow* Flow Factor
(in/hr) (MGD) (MGD) (PW/DWF)
7/19/17 1.1 1.1 0.08 0.98 12.3
7/22/17 4.0' 0.4 0.08 2.0 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
*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.
'Four day total with 1.5 inches on 7/22/17.
The area upstream of 7B has been improved, with sanitary sewer manhole replacements, sanitary
sewer main rehabilitation and replacement, and repairs made to sanitary sewer laterals. The flows
appear to be less than what is typically measured, however it is clear additional improvements are
necessary to reduce inflow. The graphics show trending where the systems recovers quickly to
normal levels, therefore the focus will remain on improvements to address inflow. Additional
improvements are scheduled for the area upstream of site 7B 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 during the current
reporting period. 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 priar 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.
6-16
The three monitoring sites were not operational during the October 2017 rains. One of the meters
is now online. A second meter operational. However, it is not collecting meaningful data due to
the presence of a temparary siphon downstream of the metered sewer pipe. This siphon is to be
removed during the neat phase ofthe Bee Branch Creek Restoration Project in the neat 18 months.
The third meter is under design. It is scheduled to be installed and operational by the summer of
2018.
A summary of past flow data at sites 10-A and 10-B are shown in Tables 6-3 and 6-4 respectively.
Table 6-4 includes Sewershed 7-A and 7-B meter data as wastewater from Sewershed 7 flows into
Sewershed 10 and ultimately through flow meter 10-A. The peak flow essentially increased by
300% through each metered area as a result of the 1-inch rain in October. This is similar to, but
slightly less than the increase reflected in flow data collected at 10-A following an October 13,
2014 1.8-inch rain. In that case,the flow increased by 331% due to UI.
Table 6-3 Sewershed 10-A F7ow Meter Data Summary
Average Daily Dry October 26,2016
Sewershed Meter Reference No. Weather Flow, Peak Flow,MGD
MGD (Rain Intensity,0.40 in/hr)
7A Master Meter(sub to 10-A) 0.024 0.09
7B Master Meter(sub to 10-A) 0.073 023
10-A Master Meter Rhomburg and Kneist 0.320 1.10
Table 6-3 shows a comparison of flow data collected in October of 2013 to flow data collected in
October 2016. It includes flow data from Sewersheds 5 and 6, sub-basin C as they contribute flow
to Sewershed 10. A significant direct inflow source was detected in September of 2015 upstream
of ineter 6C. The source was removed and is evidenced by the reduced I/I peaking factor.
Table 6-4 Sewershed 10-B Flow Meter Data Summary
Sewershed Meter 5 Master Meter 6C Meter 10-B Meter
Reference No. (sub to 6C) (sub to 10-B) Prince Street
October 13, 2014: 1.83 inches of Rain
Peak Flow, MGD 0.94 2.27
(Average DWF, MGD) (0.525) (0.770) N/A
I/I Peakin Factor 1.8 2.9
October 26, 2016: 1.16 Inches of Rain
Peak Flow, MGD 0.525 1.85 2.17
(Average DWF, MGD) (0.381) (0.927) (0.846)
I/I Peakin Factor 1.4 2.0 2.6
6-17
The City will continue to work with private property owners to make improvements to several
buildings upstream of ineter 6C. Specifically, one property owner has identified several
improvements that are necessary to their facilities. They will be examining their internal roof
drainage system to verify where it is connected and have indicated that they will continue to keep
the City informed as they make improvements.
6.2.4 Sewershed 11 Flow Metering
The City continues to collect flow data within Sewershed 11 where rain related sanitary sewer
overflows have been historically documented. Appendix E typically contains the flow data
collected during the reporting period. However, the flow meter for Sewershed 11 was not
operational during the October 2017 rains. The City has been taking steps to bring the meter back
online. This was hampered by the vault that houses the ISCO controls being inundated and iced
up during the winter. The water has been cleaned out as much as possible but the bottom of in-
ground box still has a layer of ice at the time of writing this report. The breather box has been
cleaned out and dried. The breather box has a circuit board in it that may be inoperable. The ISCO
control panel is showing no parameters stored in memory. A call has been placed to ISCO for
assistance.
The data in Table 6-5 shows flow data collected during the October 2016 rain and the October
2013 rain. The table reveals a few things. The reduced UI peaking factor from 2013 to 2016 seems
to provide evidence of progress made reducing the UI coming from the Rosedale area and W.
Locust Street area west of Rosedale. The fact that the peaking factor at 606 W. Locust Street is
about 120%more than the two upstream meters seems to indicate that a look into UI coming from
the Cox Street area is warranted. The City continues to work with private property owners to make
improvements as flows continue to demonstrate direct inflow.
Table 6-5 Sewershed 11 Flow Meter Data Summa
Sewershed Meter 1098 W. Locust Rosedale&W. 606 W. Locust
Reference No. Locust aster
October 13,2014: 1.83 inches of Rain
Peak Flow,MGD 022 128 NA
�A�e�age�wF,MG�� �o.oz9� �o.z6i�
UI Peakin Factor 7.6 4.9
October 26,2016: 1.16Inches of Rain
Peak Flow,MGD 0.16 1.02 1.03
(Average DWF,MGD) (0.059) (039� (0331)
UI Peakin Factor 2.7 2.6 3.11
6.2.5 Sewershed 12 Flow Metering
Sewershed 12 has a permanent flow meter installed at 1�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
the October rain is summarized in Table 6-6 along with meter data from past rains.
6-18
Table 6.6 Sewershed 12 Flow Meter Data Summar
Total Rainfall Peak Rainfall Dry Weather Wet Weather I/I Peaking
Rain Event �in� Intensity Flow* Flow Factor
(in/hr) (MGD) (MGD) (PW/DWF)
10/26/16 1.13 - 0.53 1.13 2.2
8/27/17 1.16 1.3 0.40 1.97 4.9
10/6/17 1.10 0.5 0.39 1.17 3.0
10/13/17 1.25 0.6 0.45 1.56 3.5
10/14/17 0.75 0.4 0.37 1.18 3.2
*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.
6.3 SOURCE INVESTIGATIONS
6.3.1 Private Property Inspections
Private property inspection progress is reported in Table 6-6. Private property inspections identify
roof drain discharge locations, the presence of stairwell or driveway drains, and the presence of a
sump piUpump 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.
Table 6-7 Propertyinspection progress
Sewershed Percent of Completed Property Consent Decree Deadline to Complete
Ins ections* Pro ert Ins ections
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.
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 ofthe property is conducted to verify thatthe 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.
6-19
a,a,� o�� ,��
In ow £�I iltvation Pro vam ; � `
� � S & � � Dus�
So.nito.ry Sewersheds To Be[nspected Aa �, ..
�`^ '� 8 �,..
�
�YN/ �NNEDV RD � $ � 8 °� o �
°'�„ k,pa a � �p � a�,.��. p '
�Q, ° '
DERBV ORAN�E RD �='^� f �� z � �_
— �
� a�a�cx*s s^ � NT3°� o
�,.oR - � o���is.� � ,SJ
wo\ W 32N�5T (g f�� Ov
0
� Se �� E�
� /t �°^n � `� a'�o,�+� '���
"s oR t e �sa>
� �� oP� o`NpNEsi a 0.iw.o� '9L�e asrd �
'� $ � �� ��� � �,����`;�2�6`� 61I15
a �
� =q� � KAUFMANNAVE �o �� K"
� bma��roe � � � ��� mw�s i +au'za ��r
Z � � ��TST l���iE,s
f � G � Wy
I < A m S O �N . "Nst J�AP s� M'�R
n N T XILLLFESTFO n �'�`/i�' VQ i mE
� � 3 n � �S rsh 11 � � tP
o�FFao A o � suM,wxEox H z
Dr o PENNSVLVANIAAVE o � �� y{� f
lEftO~ > M��4� ri� \ g���'[G'24�2-� tZ � �epT's
oCHAVEN a O] �,a��y^� U's` �� �1�� �
O /rl � F " ¢� � �{T
� �
p N p � DO � �ss� S ti� N oueueueqryumrc,
ocesr �
�� �
W�E pR � O� c � �
� °�5"�� � � DAGIS�
�rPoDo � �F °+,Q 4�yy ws' y" N
S �wreoree ¢� ................_.....,.....
ew � 4Y �>9LP
Figure 6-1. Map of Priority Sewersheds identified in the Consent Decree for I&I investigation.
6.3.2 Dye Testing
Dye testing is performed in conjunetion with private properly 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 properly 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 confirxn 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
being scheduled for Sewersheds 5 and 10 and will be conducted following private property
improvements to confirxn the improvement has the desired effect or prompt further corrective
action.
6.3.4 Manholes
During the reporting period, 15 manholes were either fully replaced or improved through lining or
by installing lids without pick holes within the consent decree priority sewersheds.
6-20
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
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 ofthe 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.
6-21
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 inthe ConsentDecree. Duringthe course ofplanning, design, and construction itbecame
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 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 thatthey 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.
7.1.1 Private Property Corrections
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.
Item House Street Defect CorrectiveAction Corrected
No. Number
1 1350 Nowata5t Eateriordraintosanitary Constmctedenclosurearoundstairway Ves
sewer
2 1775 AltaPl Eateriordraintosanitary Constmctedenclosurearoundstairway Ves
sewer
3 2010 AltaVistaSt Roofdraintosanitarysewer Disconnectedfromsanitarysewer Ves
4 875 W Locust St Sump pump discharges to New sump pit installed to sepaate storm and sanitary Ves
sanitary sewer
7-22
5 2340 Green St Sump pump discharges to New sump pit installed to sepaate storm and sanitary Ves
sanitary sewer
6 2360 Green St Sump pump discharges to New sump pit installed to sepaate storm and sanitary Ves
sanitary sewer
7 1340 Auburn St Sump pit without pump Pump installed in sump pit and plumbed properly Ves
8 1365 Loras Blvd Sump pit without pump Pump installed in sump pit and plumbed properly Ves
9 1818 Asbury Rd Sump pit without pump Pump installed in sump pit and plumbed properly Ves
10 1511 AdairSt Roofdraintosanitarysewer Roofdraindisconnectedfromsanitarysewer Ves
11 1586 WoodSt Roofdraintosanitarysewer Roofdraindisconnectedfromsanitarysewer Ves
12 1870 StAmbrose5t Roofdraintosanitarysewer Roofdraindisconnectedfromsanitarysewer Ves
13 1340 WoodSt Sumppumpdischargesto Sumppitdisconnectedfromsanitarysewer Ves
sanitary sewer
14 1451 Atlantic5t Sumppumpdischargesto Sumppitdisconnectedfromsanitarysewer Ves
sanitary sewer
15 1670 NGrandview Sumppumpdischargesto Sumppitdisconnectedfromsanitarysewer Ves
Ave sanitarysewer
16 1845 Atlantic5t Sumppumpdischargesto Sumppitdisconnectedfromsanitarysewer Ves
sanitary sewer
17 1885 WoodSt Sumppumpdischargesto Sumppitdisconnectedfromsanitarysewer Ves
sanitary sewer
18 2386 UniversityAve Sumppumpdischargesto Sumppitdisconnectedfromsanitarysewer Ves
sanitary sewer
19 770 An ella5t Sumppumpdischarges Sum um dischar esthrou hri id i e Ves
g through flexible hose P P P g g g P P
20 895 KirkwoodAve Sumppumpdischarges Sumppumpdischargesthroughrigidpipe Ves
throughflexible hose
21 1050 Loras Blvd Sump pump discharges Sump pump dischargesthrough rigid pipe Ves
throughflexible hose
22 1085 Wood St Sump pump discharges Sump pump dischargesthrough rigid pipe Ves
throughflexible hose
23 1111 RosedaleAve Sumppumpdischarges Sumppumpdischargesthroughrigidpipe Ves
throughflexible hose
24 1205 N Booth St Sump pump discharges Sump pump dischargesthrough rigid pipe Ves
throughflexible hose
25 1212 Wood St Sump pump discharges Sump pump dischargesthrough rigid pipe Ves
throughflexible hose
26 1458 Mt Pleasant St Sump pump discharges Sump pump dischargesthrough rigid pipe Ves
throughflexible hose
27 1480 GlenOakSt Sumppumpdischarges Sumppumpdischargesthroughrigidpipe Ves
throughflexible hose
28 1490 N Grandview Sump pump discharges Sump pump dischargesthrough rigid pipe Ves
Ave throughflexible hose
29 1580 Ashton PI Sump pump discharges Sump pump dischargesthrough rigid pipe Ves
throughflexible hose
30 1610 Ashton PI Sump pump discharges Sump pump dischargesthrough rigid pipe Ves
throughflexible hose
31 1645 Atlantic5t Sumppumpdischarges Sumppumpdischargesthroughrigidpipe Ves
throughflexible hose
32 1665 Asbu Rd Sumppumpdischarges Sum um dischar esthrou hri id i e Ves
ry through flexible hose P P P g g g P P
33 1693 Loras Blvd Sump pump discharges Sump pump dischargesthrough rigid pipe Ves
throughflexible hose
34 1695 Asbu Rd Sumppumpdischarges Sum um dischar esthrou hri id i e Ves
ry through flexible hose P P P g g g P P
35 1715 Asbu Rd Sumppumpdischarges Sum um dischar esthrou hri id i e Ves
ry through flexible hose P P P g g g P P
36 1726 Asbu Rd Sumppumpdischarges Sum um dischar esthrou hri id i e Ves
ry through flexible hose P P P g g g P P
37 1730 Avoca St Sump pump discharges Sump pump dischargesthrough rigid pipe Ves
throughflexible hose
38 1755 Wood St Sump pump discharges Sump pump dischargesthrough rigid pipe Ves
throughflexible hose
7-23
39 1800 Lawndale5t Sumppumpdischarges Sumppumpdischargesthroughrigidpipe Ves
throughflexible hose
40 1810 AdairSt Sumppumpdischarges Sumppumpdischargesthroughrigidpipe Ves
throughflexible hose
41 1845 Asbu Rd Sumppumpdischarges Sum um dischar esthrou hri id i e Ves
ry through flexible hose P P P g g g P P
42 1850 Asbu Rd Sumppumpdischarges Sum um dischar esthrou hri id i e Ves
ry through flexible hose P P P g g g P P
43 1855 Clarke Dr Sump pump discharges Sump pump dischargesthrough rigid pipe Ves
throughflexible hose
44 1860 StAmbrose5t Sumppumpdischarges Sumppumpdischargesthroughrigidpipe Ves
throughflexible hose
45 1921 N Grandview Sump pump discharges Sump pump dischargesthrough rigid pipe Ves
Ave throughflexible hose
46 1985 N Grandview Sump pump discharges Sump pump dischargesthrough rigid pipe Ves
Ave throughflexible hose
47 2175 RosedaleAve Sumppumpdischarges Sumppumpdischargesthroughrigidpipe Ves
throughflexible hose
48 2215 Green St Sump pump discharges Sump pump dischargesthrough rigid pipe Ves
throughflexible hose
49 1049 WLocustSt Eateriordraintosanitary Correctiveactiontobecompletedbypropertyowner Ves
sewer
50 1065 Aubum St Eaterior drain to sanitary Corrective action to be completed by property owner Ves
sewer
51 1222 Wood St Sump pump discharges Corrective action to be completed by property owner Ves
throughflexible hose
52 1275 Mt Pleasant St Sump pump discharges to Corrective action to be completed by property owner Ves
sanitary sewer
53 1325 Loras Blvd Sump pump discharges to Corrective action to be completed by property owner Ves
sanitary sewer
54 1339 Alta Vista St Roof drain to sanitary sewer Corrective action to be completed by property owner Ves
55 1380 Aubum St Eaterior drain to sanitary Corrective action to be completed by property owner Ves
sewer
56 1392 Atlantic St Roof drain to sanitary sewer Corrective action to be completed by property owner Ves
57 1435 Mt Pleasant St Sump pump discharges Corrective action to be completed by property owner Ves
throughflexible hose
58 1475 UniversityAve Eateriordraintosanitary Correctiveactiontobecompletedbypropertyowner Ves
sewer
59 1485 UniversityAve Eateriordraintosanitary Correctiveactiontobecompletedbypropertyowner Ves
sewer
60 1491 Mt Pleasant St Sump pump discharges to Corrective action to be completed by property owner Ves
sanitary sewer
61 1528 Mt Pleasant St Roof drain to sanitary sewer, Corrective action to be completed by property owner Ves
sump pump
62 1540 N Algona St Exterior drain to sanitary �orrective action W be completed by property owner No
sewer
63 1640 Lawndale St Sump pump discharges to Corrective action to be completed by property owner Ves
sanitary sewer
64 1660 Ashton PI Sump pit without pump Corrective action to be completed by property owner Ves
65 1671 Avoca St Roof drain to sanitary sewer Corrective action to be completed by property owner Ves
66 1675 Loras Blvd Sump pump discharges Corrective action to be completed by property owner Ves
throughflexible hose
67 1715 Atlantic5t Eateriordraintosanitary Correctiveactiontobecompletedbypropertyowner Ves
sewer
68 1795 AdairSt Eateriordraintosanitary Correctiveactiontobecompletedbypropertyowner Ves
sewer
69 1795 Aubum St Roof drain to sanitary sewer Corrective action to be completed by property owner Ves
70 1815 Loras Blvd Sump pit without pump Corrective action to be completed by property owner Ves
71 1885 StAmbrose St Sump pump discharges Corrective action to be completed by property owner �es
throughflexible hose
72 1911 StAmbrose St Sump pump discharges to Corrective action to be completed by property owner
sanitary sewer Ves
73 1983 StAmbrose St Sump pump discharges to Corrective action to be completed by property owner
sanitary sewer Ves
74 1985 Alta Vista St Roof drain to sanitary sewer Corrective action to be completed by property owner Ves
7-24
75 2025 Delaware St Sump pump discharges Corrective action to be completed by property owner
throughflexible hose Ves
76 2033 Clarke Dr Sump pit without pump Corrective action to be completed by property owner Ves
77 2215 UniversityAve Sump pump discharges Corrective action to be completed by property owner
throughflexible hose Ves
78 2275 Green St Sump pump discharges Corrective action to be completed by property owner
throughflexible hose Ves
79 2396 UniversityAve Sumppumpdischargesto Correctiveactiontobecompletedbypropertyowner
sanitary sewer Ves
80 2337 CherryAve Sump pump discharges to Corrective action to be completed by property owner
sanitary sewer Ves
81 1511 N Algona St Sump pump discharges to Corrective action to be completed by property owner
sanitary sewer Ves
82 1550 N Algona St Drlv/eway dains to sanitary Corrective action to be completed by property owner yes
7.1.2 Private Property Corrections Identified during 2011 Smoke Testing
A total of 13 ofthe 27 identified private connections have been corrected. Several ofthe 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 residenYs lateral.
Item House Street Defect CorrectiveAction Completed
No. Number
1 1744 N Grandview Smokefrom Water Televise lateral;notify propertyownerof No
Ave Access any necessary repair
SmokefromBehind Televiselateral;notifypropertyownerof
2 1669 AdairSt No
Curb any necessary repair
3 1450 WoodSt Severed5anitary propertyownerrepairwithwatertightseal Ves
Cleanout
4 1951 Loras Blvd Smoke from ground Televise lateral;notify property ownerof No
neargasmeter anynecessaryrepair
Smokefromground Televiselateral;notifypropertyownerof
5 1280 GlenOakSt No
andwateraccess anynecessaryrepair
Smoke from water
6 800 WLocustSt valveatcornerofstairs Televiselateral;notifypropertyownerof No
andsidewalk anynecessaryrepair
Smoke from buffer
7 1537 IrvingSt stripbetweensidewalk Televiselateral;notifypropertyownerof No
andbackofcurb anynecessaryrepair
Smoke from retaining
8 1890 Audubon5t `^'all,stepsand Televiselateral;notifypropertyownerof No
concrete in front of any necessary repair
house
Smokefromwater Televiselateral;notifypropertyownerof
9 990 Booth St No
valve across street any necessary repair
10 1871 GlenOakSt Smokefromdriveway Propertyownertodisconnectdriveway yes
drain
Smoke from rocks near Televise lateral;notify property ownerof
11 1575 Irving St No
driveway anynecessaryrepair
12 1671 AvocaSt Smokefromrear Propertyownerdisconnectdownspout yes
downspout fromsanitarysewer
7-25
Smokefromshut-off Televiselateral;notifypropertyownerof
13 1660 Ashton PI No
valve anynecessaryrepair
14 1657 AshtonPl Smokefrom Televiselateral;notifypropertyownerof No
sidwalk/valve anynecessaryrepair
15 1905 LorasBlvd Smokefromreardoor Televiselateral;notifypropertyownerof No
any necessary repair
16 1065 AubumSt Smokefromcracknear Propertyownertodisconnectdriveway yes
driveway drain
17 1339 St.Pleasant Smokefromvalve Propertyownertoinstallwatertightcap No
18 730 Kirkwood St Smoke from ground Televise lateral;notify property ownerof No
behind wrb any necessary repair
19 1985 ClarkeDr Smokefromholein Propertyownerdisconnectdownspout yes
ground by down spout from sanitary sewer
20 1550 ClarkeDr Smokefromholein propertyownertoinstallwatertightcap Ves
ground
21 1570 Mt.Pleasant Smoke from uneven Televise lateral;notify property ownerof No
St wrb any necessary repair
22 1556 Mt.Pleasant Smokefromdriveway Propertyownertodisconnectdriveway yes
St dain drain
Smoke from stairvvay Action complete;awning installed to
23 1350 Nowata St Ves
dain preventrainfromenteringdain
Smokebywatershut- Televiselateral;notifypropertyownerof
24 1200 GlenOakSt No
off any necessary repair
25 615 Angella5t Smokebywatershut- Lateralwastelevisedbylicensedplumber; yes
off no corrective action needed
Smoke from
26 1065 AubumSt MH/cisterninfront Propertyownerrepair Ves
ya rd
ClarkeDr(SHS Smokefromground
27 1800 Propertyowner repair Ves
softballfield) near MH
7.1.3 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 Sewershed 11 Manhole Correction Schedule
The table below includes seven (7)manholes that remain following the 2016 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.
Item House Completion Final Completion
No. GISID Number Street Defect CorrectiveAction Date Date
1 SAN 5 1893 Wood St Brick Improve or replace December
04710 manhole manhole 2020
Z SAN 5 1321 N Grandview Brick Improve or replace Oct 2013
05394 Ave manhole manhole
7-26
3 SANS 1800 Lawndale5t Brick Improveorreplace �une2016 June2016
05580 manhole manhole
4 SANS 1939 WoodSt Brick Improveorreplace �u1y2011
05751 manhole manhole
5 SANS 1675 GlenOakSt Brick Improveorreplace �u1y2012
05610 manhole manhole
6 SAN 5 NA Decorah St& Brick Improve or replace Jul 2012
05385 IrvingSt manhole manhole Y
� SANS 1911 NGrandview Brick Improveorreplace Ju1y2012
05344 Ave manhole manhole
SAN 5
8 B34&} 1700 GlenOakSt Brick Improveorreplace �u1y2012
07013 manhole manhole
SAN 5 Atlantic St& Brick Improve or replace
9 05331 NA Delaware5t manhole manhole lu1y2012
10 SANS 1800 GlenOakSt Brick Improveorreplace �une2016 June2016
05585 manhole manhole
11 SANS 1445 AubumSt Brick Improveorreplace Ju1y2012
05391 manhole manhole
SAN 5 Fillmore St& Brick Improve or replace
1Z 05383 NA Auburn5t manhole manhole Ju1y2012
13 SAN 5 1845 Avoca St Brick Improve or replace �une 2016 June 2016
05341 manhole manhole
14 SAN 5 1045 Vernon St Brick Improve or replace �une 2016 June 2016
05626 manhole manhole
15 SAN 5 1210 Loras Blvd Brick Improve or replace �une 2016 June 2016
05653 manhole manhole
16 SAN 5 NA Decorah St& Brick Improve or replace �uly 2012
05367 Auburn5t manhole manhole
1� SANS NA Delaware5t& Brick Improveorreplace Ju1y2012
05357 Auburn5t manhole manhole
SAN 5 Loras Blvd& Brick Improve or replace
18 05392 NA Atlantic5t manhole manhole February2016 February2016
19 SANS 1686 Lawndale5t Brick Improveorreplace �u1y2012
05612 manhole manhole
ZD SAN 5 1633 Avoca St Brick Improve or replace �une 2016 June 2016
05379 manhole manhole
Z1 SAN 5 g50 Wood St Brick Improve or replace qugust 2016 June 2016
05730 manhole manhole
ZZ SAN S 1450 Alta Vista 5t Brick Improve or replace qugust 2016 June 2016
05628 manhole manhole
Z3 SANS 1760 Lawndale5t Brick Improveorreplace �u1y2012
05598 manhole manhole
ZQ SANS 1608 Lawndale5t Brick Improveorreplace qugust2016 June2016
05624 manhole manhole
SAN 5 Alley behind Brick Improve or replace
ZS 07329 NA 1789UnivAve manhole manhole August2016 May2016
Z6 SANS 1040 EdinaSt Brick Improveorreplace qugust2016 June2016
05605 manhole manhole
Z� SANS 1098 EdinaSt Brick Improveorreplace Ju1y2012
05615 manhole manhole
Z$ SANS NA NGrandview Brick Improveorreplace Ju1y2012
04720 Ave manhole manhole
29 SANS 1871 GlenOakSt Brick Improveorreplace �une2016 June2016
05574 manhole manhole
30 SANS 1430 GlenOakSt Brick Improveorreplace Ju1y2012
05654 manhole manhole
SANS Brick Improveorreplace Ju1y2012
31 06789 1881 GlenOakSt manhole manhole Eliminated
7-27
3Z SANS 1302 Atlantic5t Brick Improveorreplace qugust2016 June2016
05405 manhole manhole
33 SANS 1945 NGrandview5t Brick Improveorreplace �u1y2012
05345 manhole manhole
34 SANS 1460 Atlantic5t Brick Improveorreplace �u1y2012
05384 manhole manhole
35 SANS NA Delaware5t& Brick Improveorreplace Ju1y2009
05368 Ashton PI manhole manhole
36 SANS 1795 AsburyRd Brick Improveorreplace �une2016 June2016
01947 manhole manhole
SAN 5 N Booth St& Brick Improve or replace
37 07012 NA MarthaSt manhole manhole August2016 June2016
38 SAN 5 1419 Loras Blvd Brick Improve or replace qugust 2016 June 2016
06848 manhole manhole
SAN 5 Clarke Dr&N Brick Improve or replace
39 05458 NA GrandviewAve manhole manhole lu1y2012
40 SANS 1576 GlenOakSt Brick Improveorreplace qugust2016 June2016
05625 manhole manhole
41 SANS 1086 WoodSt Brick Improveorreplace qugust2016 June2016
05752 manhole manhole
SANS RosedaleAve grick Improveorreplace
4Z 04703 1234 SYj GlenOak manhole manhole February2016 February2016
43 SANS 1881 AsburyRd Brick Improveorreplace Ju1y2012
01939 manhole manhole
44 SANS NA GlenOakSt Brick Improveorreplace �u1y2012
05579 manhole manhole
45 SAN 5 NA Mt Pleasant St Brick Improve or replace February 2016 February 2016
05647 &Loras Blvd manhole manhole
46 SANS g35 Nevada5t Brick Improveorreplace Ju1y2012
05731 manhole manhole
4� SANS 1050 LorasBlvd Brick Improveorreplace qugust2016 Ju1y2016
05648 manhole manhole
SrislE �e
U n iversity Ave
48 SANS 1550 (behind T"""""` '�-�^ -^^^`�`�No
05833 building) PCC improvement —
Manhole Required
SAN 5 Abandoned grick Improve or replace
49 05404 NA alleybehind manhole manhole February2016 February2016
1875 Custer St
50 SAN 5 1695 Mt Pleasant St Brick Improve or replace qugust 2016 June 2016
05622 manhole manhole
51 SANS 1555 NAlgona5t Brick Improveorreplace �u1y2012
05378 manhole manhole
sZ SANS 1875 Audobon5t Brick Improveorreplace �u1y2012
04715 manhole manhole
53 SANS 1709 NAlgona5t Brick Improveorreplace Ju1y2012
05356 manhole manhole
54 SANS 1585 WoodSt Brick Improveorreplace qugust2016 June2016
06803 manhole manhole
SAN 5 Fillmore St& Brick Improve or replace
55 05387 NA Algona5t manhole manhole lu1y2012
56 SANS NA Deater5t(alley Brick Improveorreplace Ju1y2012
05355 EofAlgona5t) manhole manhole
SAN 5 N Grandview grick Improve or replace
57 OQ�Z1 NA Ave&Auburn manhole manhole Ju1y2012
St
58 SANS 1421 NAlgona5t Brick Improveorreplace �u1y2012
05393 manhole manhole
7-2c4
SAN 5 Alley behind grick Improve or replace
59 05397 NA SY34Atlantic manhole manhole lu1y2013
SANS Brick Improveorreplace Ju1y2012
60 06939 1755 Wood St manhole manhole Eliminated
61 SANS 1650 NAlgona5t Brick Improveorreplace Ju1y2012
05366 manhole manhole
bZ SANS Z135 GreenSt Brick Improveorreplace �u1y2012
05350 manhole manhole
63 SANS 1195 Vernon5t Brick Improveorreplace �u1y2009
05637 manhole manhole
64 SANS Z020 GreenSt Brick Improveorreplace Ju1y2012
05327 manhole manhole
65 05541 615 Angella5t mranhole �e August2016 June2016
Eliminated
66 SANS 1819 PierceSt Brick Improveorreplace �u1y2012
05544 manhole manhole
6� SAN 5 595 Angella St Brick Improve or replace qugust 2016 June 2016
05536 manhole manhole
68 SAN 5 1893 Wood St Brick Improve or replace December
05464 manhole manhole 2020
SAN 5 Angella St& Brick Improve or replace
69 05549 NA PierceSt manhole manhole August2016 June2016
SANS Brick Improveorreplace Ju1y2012
�� 05539 1903 PierceSt manhole manhole Eliminated
SAN 5 �oras property grick Improve or replace
71 05560 NA nearKirkwood manhole manhole August2016 June2016
&Blake Sts
�Z SANS NA Vernon5t& Brick Improveorreplace �u1y2012
05640 GlenOakSt manhole manhole
73 SANS NA CoxSt& Brick Improveorreplace �une2016 June2016
05559 Angella5t manhole manhole
74 SAN 5 601 Angella St Brick Improve or replace qugust 2016 June 2016
05540 manhole manhole
75 SAN 5 1265 Vernon St Brick Improve or replace qugust 2016 June 2016
05642 manhole manhole
76 SANS 1790 Custer5t Brick Improveorreplace December
05411 manhole manhole 2021
�� SANS 1037 Kirkwood5t Brick Improveorreplace �u1y2012
05562 manhole manhole
�$ SAN 5 NA Kirkwood St Brick Improve or replace qugust 2016 June 2016
05553 manhole manhole
79 SANS 1375 AubumSt Brick Improveorreplace December
05402 manhole manhole 2021
Auburn St
SAN 5 Brick Improve or replace December
$� 05415 NA (alleybetween manhole manhole 2021
Custer&Univ)
81 SAN 5 1081 N Booth St Brick Improve or replace �une 2016 June 2016
05724 manhole manhole
$Z SAN 5 NA Decorah St& Brick Improve or replace �uly 2012
05364 Atlantic5t manhole manhole
SAN 5 Atlantic St grick Improve or replace
83 05413 NA (alleybetween manhole manhole August2016 June2016
Custer&Univ)
84 SANS 1645 Atlantic5t Brick Improveorreplace �u1y2012
05359 manhole manhole
85 SANS $y0 Kirkwood5t Brick Improveorreplace Ju1y2012
05543 manhole manhole
7-29
86 SAN 5 1380 N Booth St Brick Improve or replace July 2012
05652 manhole manhole
$� SAN 5 g35 N Booth St Brick Improve or replace �uly 2012
05725 manhole manhole
$$ SAN 5 1319 Mt Pleasant St Brick Improve or replace qugust 2016 June 2016
05721 manhole manhole
89 SANS 1145 MtPleasant5t Brick Improveorreplace �une2016 May2016
05722 manhole manhole
90 SANS 1850 NGrandview Brick Improveorreplace qugust2016 June2016
01941 Ave manhole manhole
91 SAN 5 1435 Mt Pleasant St Brick Improve or replace qugust 2016 June 2016
05646 manhole manhole
92 SAN 5 940 Mt Pleasant St Brick Improve or replace qugust 2016 June 2016
05723 manhole manhole
93 SANS 1445 WoodSt Brick Improveorreplace qugust2016 June2016
06961 manhole manhole
94 SANS 1775 WoodSt Brick Improveorreplace �u1y2012
05335 manhole manhole
95 SANS 1715 AsburyRd Brick Improveorreplace �une2016 June2016
01782 manhole manhole
96 SANS 1655 AsburyRd Brick Improveorreplace qugust2016 June2016
05319 manhole manhole
97 SANS 1555 MtPleasant5t Brick Improveorreplace �u1y2012
05636 manhole manhole
98 SANS 1937 StAmbrose5t Brick Improveorreplace qugust2016 June2016
05343 manhole manhole
99 SANS 1905 AsburyRd Brick Improveorreplace �une2016 June2016
05336 manhole manhole
100 SAN 5 1925 Pierce St Brick Improve or replace qugust 2016 June 2016
07363 manhole manhole
101 SANS 1535 IrvingSt Brick Improveorreplace �u1y2012
05320 manhole manhole
102 SANS 1537 IrvingSt Brick Improveorreplace Ju1y2012
05395 manhole manhole
103 SANS 1978 CoxSt Brick Improveorreplace Ju1y2012
05534 manhole manhole
104 SANS 1715 GlenOakSt Brick Improveorreplace �u1y2012
07013 manhole manhole
105 SANS yy5 Nevada5t Brick Improveorreplace �u1y2012
05732 manhole manhole
SAN 5 Aubum St(at Brick Improve or replace
106 05412 1060 Custer5t) manhole manhole Oct2013
107 SANS 1790 GlenOakSt Brick Improveorreplace qugust2016 June2016
05589 manhole manhole
108 SANS 1760 Custer5t Brick Improveorreplace December
07328 manhole manhole 2021
109 SAN 5 1735 Avoca St Brick Improve or replace August 2016 �uly 2016
05362 manhole manhole
110 SAN 5 1100 Vernon St Brick Improve or replace August 2016 �une 2016
05634 manhole manhole
SAN 5 Atlantic St& Brick Improve or replace
111 05340 NA Deater5t manhole manhole lu1y2012
112 SAN 5 1795 Adair St Brick Improve or replace August 2016 �une 2016
05334 manhole manhole
SAN 5 Brick Improve or replace August 2016
113 05326 1669 AdairSt manhole manhole August2016
114 SANS 1475 AdairSt Brick Improveorreplace August2016 �u1y2016
05372 manhole manhole
7-30
115 SANS 1799 Lawndale5t Brick Improveorreplace Ju1y2012
05588 manhole manhole
116 SANS 1420 LorasBlvd Brick Improveorreplace February2016 February2016
05421 manhole manhole
117 SAN 5 1865 Adair St Brick Improve or replace August 2016 �une 2016
04711 manhole manhole
118 SAN 5 1910 Asbury Rd Brick Improve or replace August 2016 �une 2016
05349 manhole manhole
SAN 5 Algona St& Brick Improve or replace
119 05330 NA Deater5t manhole manhole lu1y2012
120 SAN 5 NA Decorah St&N Brick Improve or replace �uly 2012
05374 Algona St manhole manhole
121 SANS 1425 AdairSt Brick Improveorreplace qugust2016 Ju1y2016
05380 manhole manhole
1ZZ SAN 5 NA Loras Blvd& Vented MH Replace cover June 2015 June 2015
05381 Nowata St Cover
SAN 5 St.Ambrose St Smoke Improve or replace
123 05348 NA &Rosedale aroundMH manhole August2016 June2016
Ave
1Z4 SANS NA Custer5t& Smoke Improveorreplace December
05409 Atlantic5t aroundMH manhole 2021
Smoke
around MH
SAN 5 Martha St and and catch Improve or replace
125 05657 NA Nevada St basin at SE Pipe to northeast 2010
Cnrof (SANP05553)
Intersection
SAN 5 Smoke from Improve or replace
126 05578 1871 GlenOakSt Groundnear manhole 1une2016 May2016
MH
SFlA45 WLowstSt& Smokefrom Improveorreplace
127 � NA Clarke Dr crack in pipe(Grade 4 pipe, _ _
pavement SAN P 06063)
Flood&dye storm
1Z$ STOS 1855 WoodSt Smokefrom sewer;televise October2013
04272 catch basin sanitary;improve as
needed
STOS Smokefrom Protrudinglateal
1Z9 04376 995 Nevada St catch basin tap; property owner August 2016 June 2016
to repair
Possibly lateal from
130 STO S 1871 Glen OakSt Smokefrom 1825 Glen Oak; October2013
04340 catchbasin propertyownerto
repair
Flood&dye storm
STOS Smokefrom sewer;televise
131 04231 1795 AdairSt catchbasin sanitary;improveas October2013
needed
Flood&dye storm
132 STOS NA Delaware5t& Smokefrom sewer;televise October2013
04310 GrandviewAve catchbasin sanitary;improveas
needed
7.1.4 PACP Grade 4 Sewer Pipe Corrections
Scheduled Final
GISID Street Defect CorrectiveAction Completion Completion
Date Date
Sag @ 1913;1ong.crack October
SAN P W�owst St °�Z851;sag @295.6,314.4; Install pipe liner or replace a 2013
04919 joint offset @343.4;sag portion of the pipe
@436.2
7-31
SAN P Sag @15.5;circumferential Install pipe liner or replace a November
05558 N Booth St cack @27.5;sag @39.8, ortion of the i e 2013
59.6,82.0,118.8 P P P
SAN P Sag and joint offset in pipe @ Install pipe liner or replace a November
05097 W�ocust5t 133.0 portionofthepipe 2013
SAN P Sag in pipe @ 28.9; Install pipe liner or replace a November
05101 W�ocust5t 69.3(questionable);hole Portionofthepipe 2013
@173.8(plugged,ok?)
SAN P Circumferential crack @22.0, Install pipe liner or replace a October
05112 Glen Oak St 37.0(not id'd on TV);sag Portion of the pipe 2013
@45.9,125.3
Circumferential crack @32.8; October
SAN P sag @59.5;broken pipe Install pipe liner or replace a 2013
05513 Glen Oak St @66.2-70.0;long.cack portion of the pipe
@ 124.6
SAN P loint offset @13A(not id'd Install pipe liner or replace a October
05319 AdairSt on N);Heavy shale(15.5- Portion of the pipe 2013
23.9)
Joints leaking with dye 220- 2009
SAN P Kirkwood St 223',232.4';joint offset Install pipe liner or replace a
05486 @310.2 portion of the pipe
Circumferential crack @30J; October
SAN P Glen Oak St chuck out of top of pipe Install pipe liner or replace a 2013
05546 @105.3 portionofthepipe
SANP Alleybehind Longitudinalcack@45.9;sag Installpipelinerorreplacea November
05587 1324 Atlantic in pipe @47.7;last 25'of pipe Portion of the pipe 2013
St nottelevised
SANP NGandview Circumferentialcrack@131; Installpipelinerorreplacea November
05589 Ave sag @10.0-114.6;157.9 portion of the pipe 2013
Hole @43.1;joint gusher October
SAN P yyood St @1603(not id'd on TV);sag Install pipe liner or replace a 2013
05600 @161.3 portionofthepipe
SAN P Decorah St Broken pipe @4.0';leaking Install pipe liner or replace a 2012
06113 joint @71.8 portion of the pipe
Sag in pipe @151.3;holes in October
SAN P Delaware St pipe @155.5(3 to 5 and 7 to Install pipe liner or replace a 2013
06117 9) portion of the pipe
SAN P Tap/break-in @9.8(hole near Install pipe linerorreplace a October
06120 Dexter St tap);sag in pipe @29.1-62.0, Portion of the pipe 2013
102.5(not on TV report)
SAN P Clarke Dr Sag in pipe @36.4,178.4, Install pipe liner or replace a October
06142 211.9;leakingjoint @234.1 portion of the pipe 2013
SAN P N Algona St Circumferential crack @651; Install pipe liner or replace a October
06127 shale buildup 70-88',90-110'; portion of the pipe 2013
sag @140-150
SAN P qubum St Multiplefractures,hole, Improve or replace pipe December
05622 latealintruding 2021
SANP Custer5t Multiplefractures,holein Improveorreplacepipe December
05621 pipe 2021
SANP Multiplefractures,joint December
05619 Custer5t separated,circumferential Improveorreplacepipe Z021
cack
SANP Custer5t Multiplefractures Improveorreplacepipe December
05615 2021
SANP Custer5t Multiplefractures, Improveorreplacepipe December
05620 longitudinal crack,joint offset 2021
%"�%r'`",�,.-�:�
SAP4P _ _ :�:•s:'��'"�^'^'�:a�The �
�3 fracturesareminorandthe Re-evaluatedasOK
pipe has little to no flow on
high ground.No infiltration.
7-32
7.1.5 PCAP Grade 5 Sewer Pipe Corrections
GIS ID Street Defect Corrective Action Completion Final Completion
Date Date
Broken pipe @23.1;
SAN P cracked pipe @401; Install pipe liner or replace a portion December
05571 Wood St broken pipe @58.5; �the pipe 2020
broken pipe @621
(into brick MH)
SAN P Broken pipe @ 75.0 Install pipe liner or replace a portion
05516 GlenOakSt (replacel6') ofthepipe October2013
SAN P loints gushing @136.8, Install pipe liner or replace a portion
05496 Alta Vista St 139.5,142.2,143.1, �the pipe October2013
144.3,145.9,148.1
Pipe located under4
SANP GlenOakSt buildings;pipebroken Installpipelinerorreplaceaportion October2013
05525 @ 76.1(north edge of of the pipe
house at 1191 Edina)
SAN P Hole in pipe @57J; Install pipe liner or replace a portion
05532 �awndale St hole in pipe @ 60.5 �the pipe October2013
SAN P Install pipe liner or replace a portion December
05572 Wood St Broken pipe @23.5 �the pipe 2020
SAN P W�ocust St Broken pipe @147J Install pipe liner or replace a portion November2013
06071 of the pipe
SAN P Delaware St Hole in pipe @84.4 Install pipe liner or replace a portion October2013
06130 of the pipe
SAN P qtlantic St Hole in pipe @17.9; Install pipe liner or replace a portion October2013
06136 hole in pipe @ 41.0 of the pipe
Hole in pipe @63.8;
SAN P shale&debris @ Install pipe liner or replace a portion
06174 Auburn5t 107.6,135.4,146.8,165.8 �thepipe October2013
,185.1;shale
obstruction @188.0
SAN P Avon St Broken pipe @8.0 Install pipe liner or replace a portion
06183 of the pipe October 2013
7.2 SEWERSHED 12 CORRECTIVE ACTION PLAN SCHEDULE
The City continues to work with property owners to make corrections to their private properties.
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.
7.2.1 Private Property Inspections Corrections
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. 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 House Street Name Defect Corrective Action �orrected and
No. No Passed Re-inspection
1 230 ALPINE Roof Drain discharge not located �Ye Test Downspout yes
confirm discharge
2 626 ALPINEST Undeterminedfrominspection Re-inspected-ok Ves
7-33
3 555 ALPINEST Stairwelldrainconnectedto5anitary Coverstairwell Ves
Flexible Hose used to discharge Replace flex hose w/
4 620 ALTA VISTA ST Sum ri id i e �es
P 6 PP
5 1260 ALTAVISTA Sumppumptosanitary,RoofDrain Disconnect&discharge yes
to sanitary. to land
6 603 ARLINGTONST Varddraindischargesto5anitary Disconnect,landscape Ves
7 1370 BELMONTST RoofDrainto5anitary Disconnectdrain yes
discharge overland
8 1395 BELMONTST RoofDrainto5anitary Disconnectdrain yes
discharge overland
9 702 CALEDONIAPL Stairwelldrainstobasementfloor Coverstairwell Ves
dain right inside door
10 1118 CENTER PL4CE Roof Drain discharge unknown �Ye Test Downspout yes
confirm discharge
11 565 FENELONPL Downspoutdischargesto5anitary Disconnect&discharge yes
to land
12 990 GROVETERRACE Roof Drain discharge unknown �YeTest Downspout yes
confirm discharge
13 493 HAVDENS LN Open clay downspout Cap downspout Ves
Flexible Hose used to discharge Replace flex hose w/
14 309 HILLST Sum ri id i e �es
P 6 PP
15 257 HILLST Roof Drain discharge unknown �YeTest Downspout yes
confirm discharge
16 636 JEFFERSONST SumpPumpdischargesto5anitary Disconnect&discharge yes
to land
17 1090 L4NGWORTHVST RoofDrainto5anitary Disconnect,cap& yes
discharge to land
18 1175 L4NGWORTHVST Varddraindischargesto5anitary Disconnect&landscape Ves
19 157 LONST ST Roof Drain discharge unknown Disconnect,cap& yes
discharge to land
20 259 LOCUST ST Driveway run off discharges to Discuss options with yes
sanitary property owner
21 401 LONSTST SumpPumpdischargesto5anitary Disconnect&discharge yes
to land
22 1105 LONST ST Roof drain and stairwell drain Dye Test confirm yes
discharge unknown discharge
23 1088 MELROSETERRACE Entrydenied Re-inspect Ves
Flexible Hose used to discharge Replace flex hose w/
24 1090 MELROSETER Sum ri id i e �es
P 6 PP
25 1575 MONTROSETER RoofDrainto5anitary Disconnect,cap& yes
discharge to land
Flexible Hose used to discharge Replace flex hose w/
26 1505 MONTROSETER Sum ri id i e �es
P 6 PP
27 1493 MONTROSETERRACE Outsidefloordraindischargesto Disconnectorcover Ves
sanitary
7-34
28 555 NEVADA Nlindowwelldains,stairwelldrains Disconnect/plugand yes
dischargetosanitary coverstairvvell
29 983 O%FORDST SumpPumpdischargesto5anitary Disconnect&discharge yes
to land
30 969 O%FORD ST Roof Drain discharge unknown Dye Test and Disconnect Ves
31 529 PICKEfTST RoofDrainto5anitary Disconnect,cap& yes
discharge to land
Flexible Hose used to discharge Replace flex hose w/
32 1182 RACEST Sum ri id i e �es
P 6 PP
33 1152 RACEST Downspoutdischargesto5anitary Disconnect,cap& yes
discharge to land
Flexible Hose used to discharge Replace flex hose w/
34 921 ROSEST Sum ri id i e �es
P 6 PP
35 764 ROSEST SumpPumpdischargesto5anitary Disconnect&discharge yes
to land
Flexible Hose used to discharge Replace flex hose w/
36 1256 UNIVERSITVAVE Sum ri id i e �es
P 6 PP
37 1120 UNIVERSITVAVE SumpPumpdischargesto5anitary Disconnect&discharge yes
to land
38 1052 UNIVERSITVAVE T`^'osumppumpsdischargeto Disconnect&discharge yes
sanitary to land
Flexible Hose used to discharge Replace flex hose w/
39 728 UNIVERSITVAVE Sum ri id i e �es
P 6 PP
40 1089 UNIVERSITVAVE Windowleaktosumppit,sumpto Sealleak Ves
sanitary
Flexible Hose used to discharge Replace flex hose w/
41 696 UNIVERSITVAVE Sum ri id i e �es
P 6 PP
42 782 UNIVERSITVAVE RoofDrainto5anitary Disconnect,cap& yes
discharge to land
Roofdrainandstairwelldrain Dyetest&
43 1224 UNIVERSITVAVE Ves
discharge unknown disconnect/cap
44 1087 W3RDST Stairwelldrainstosumppit Coverstairwell Ves
45 1095 W3RDST �arddrainsaredrivewaydrainsand Disconnect&landscape Ves
property has 2 of them
46 1084 W3RDST Stairwelltosanitary Coverstairwell Ves
47 453 W 4TH ST Roof Drain to Sanitary Disconnect,cap& yes
discharge to land
Flexible Hose used to discharge Replace flex hose w/
48 639 W STH ST Sum ri id i e �es
P 6 PP
49 852 W STH ST Roof Drain to Sanitary Disconnect,cap& yes
discharge to land
50 866 WSTHST SumpPumpdischargesto5anitary Disconnect&discharge yes
to land
51 971 WSTHST SumpPumpdischargesto5anitary Disconnect&discharge yes
to land
Flexible Hose used to discharge Replace flex hose w/
52 997 W STH ST Sum ri id i e �es
P 6 PP
7-35
53 1023 WSTHST SumppumpdischargestoFloor Disconnect&discharge yes
Dain to land
54 1030 W STH ST Roof Drain to Sanitary Disconnect,cap& yes
discharge to land
55 1003 WEST STH ST Roof Drain discharge unknown Dye test Ves
56 350 W6THST Windowdraindischargestosanitary Coverwindowwell No
57 664 W 7TH ST Pit No Pump Install rigid pipe and yes
pump
58 461 W 8TH ST Vard drain discharges to Sanitary Disconnect&landscape Ves
"._u.:_:�"""'
59 484 �:..��R, � "'^P"e^^�`�.-r
yu�ry '_',.�.�.�.-�F
60 1051 WALNUTST RoofDrainto5anitary Disconnect,cap& yes
discharge to land
61 1090 WEST3RDST RoofDrainto5anitary Disconnect,cap& yes
discharge to land
62 555 WEST 11TH ST Vard Drain discharge unknown Disconnect&landscape Ves
63 827 WEST 11TH ST Stairwell Drain Unknown Dyetest Ves
Roof drain and stairwell drain
64 490 WILBUR Dyetest Ves
discharge unknown
65 695 WILSON Roof Drain discharge unknown Disconnect,cap& yes
discharge to land
66 716 WILSON Roof Drain discharge unknown Dyetest Ves
67 757 WILSONST SumpPumpdischargesto5anitary Disconnect&discharge yes
to land
68 815 WILSON Roof Drain discharge unknown Dyetest Ves
69 845 WILSONST SumpPumpdischargesto5anitary Disconnect&discharge yes
to land
Flexible Hose used to discharge Replace flex hose w/
70 852 WILSONST Sum ri id i e �es
P 6 PP
71 1040 WILSON Roof Drain discharge unknown Dyetest Ves
72 390 WINONA Occupantfailedtoshowfor Inspection-ok Ves
inspection.
73 883 VALECT RoofDraindischargeunknown Dyetest-ok Ves
7.2.2 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
7-36
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 residenYs lateral.
Line
No. Lowtion Ownership Observation Corrective Action Completed
1 825AirHiIlSt Private Smokefromsidewalkjoints Televiseservicelateralduringdye No
below downspout test.Repair/replace lateral as needed.
2 548 W 7th St Private Smoke from holes(5)in Televise service lateral during dye No
backyard test.Repair/replacelateralas needed.
3 638 W 8th St Private Smoke from front retaining Televise service lateral during dye No
wall test.Repair/replace lateral as needed.
4 1025MelroseTerr. Private Smokefromwatershutoff Televiseservicelateralduringdye No
bytelephone pedestal test.Repair/replacelateralas needed.
5 631 Chestnut St Private Smoke from ground Televise service lateral during dye No
test.Repair/replace lateral as needed.
6 1125 Highland Place Private Smoke from ground Televise service lateral during dye No
test.Repair/replace lateral as needed.
7 SOO W 7th 5t Private Smoke from ground Televise service lateral during dye No
test.Repair/replace lateral as needed.
8 1296Langworthy5t Private Smokefromgroundnear Televiseservicelateralduringdye No
roof drain test.Repair/replace lateral as needed.
9 1142UniversityAve Private Smokefromground Televiseservicelateralduringdye No
test.Repair/replace lateral as needed.
10 1142UniversityAve Private Smokefromcurb Televiseservicelateralduringdye No
test.Repair/replace lateral as needed.
11 1120UniversityAve Private Smokefromground Televiseservicelateralduringdye No
test.Repair/replace lateral as needed.
12 567Arlington5treet Private Smokefromretainingwall Televiseservicelateralduringdye No
test.Repair/replace lateral as needed.
Smokefromgroundand Televiseservicelateralduringdye
13 1155GroveTerrace Private No
retainingwall test.Repair/replace lateral as needed.
14 1105 Highland Place Private Smoke from ground Televise service lateral during dye No
test.Repair/replace lateral as needed.
15 1075WaInutSt Private Smokefromground Televiseservicelateralduringdye No
test.Repair/replace lateral as needed.
16 704CaledoniaPlace Private Smokefromsidewalkjoints Televiseservicelateralduringdye No
test.Repair/replace lateral as needed.
17 514 Cooper Place Private Smoke from ground Televise service lateral during dye No
test.Repair/replace lateral as needed.
18 SSS W Sth St Private Smoke from ground Televise service lateral during dye No
test.Repair/replace lateral as needed.
19 554 W Sth St Private Smoke from ground Televise service lateral during dye No
test.Repair/replace lateral as needed.
20 495 W Sth St Private Smoke from ground Televise service lateral during dye No
test.Repair/replace lateral as needed.
21 775HiII5t Private Smokefromgroundaround Televiseservicelateralduringdye No
watervalve test.Repair/replace lateral as needed.
Smoke by gutter downspout
22 1090 W 3rd St Private and pipe coming out of Televise service lateral during dye No
ground test.Repair/replacelateralas needed.
7.2.3 Sanitary Smoke Testing: Private Property Corrections—Various
During the reporting period three properties were corrected, for a total of 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.
7-37
�ne
No. Lowtion Ownership Observation Corrective Action Completed
Smokefromstorm �Yeteststormsewersystem,CCTV
1 LoasCollege Private intake sanitarysewer.Repairstorm/sanitary No
sewer
997&9830xford Smokefromsump Determinesumppumpdischarge.This
2 Private Ves
St dischargeatcurb propertywoscorrected.
3 795 Alpine St Private Smoke from clean out NotiTy property ownerto install clean out Ves
ca p
4 1051CenterPl Private Smokefrombelow Furtherinvestigatewithpropertyowner yes
buildingaddition toexplainpossiblecause
Smokefromstairwell NotiTypropertyownertodisconnect
5 1051CenterPl Private stairvvelldrainfromsanitaryseweror Ves
drain
enclose stairwell
Smokefromaround NotiTyUtilitytofurtherinvestigateand
6 461 W 8th St Private No
telephone manhole explain observation
� 150'Eastof461W private Smokefromaround NotiTyUtilitytofurtherinvestigateand No
8th St telephone manhole explain observation
8 453 W 4th 5t Private Smoke from pipe on the NotiTy property ownerto cap outside yes
eastsideofbuilding standpipe.Thispropertywoscorrected.
7.2.4 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 Apri12016. The completion dates reflect the dates outlined
in the Status update report dated April 2016.
Noe Lowtion Ownership Observation Corrective Action Completion Date Final D teletion
Smokefromconcrete Dyetestarea,
1 Bluff&1st5t Public island CCTVmainline October2016
for inflow
Confirmed Private
Dye test area, Sewer.
2 LoasCollege �{ Smokefromretaining CCTVmainline June2016 Improvements
Private" wall completed in
for inflow
2015;further
work required.
MH5576- Smokefromretaining Dyetestarea,
3 Montrose& Public wall near manhole CCTV main line December2018
Pickett for inflow
Public/ Smokefrombaseof Dyetestarea,
4 515 Cooper PI CCTV main line September 2026
Private" retainingwall
for inflow
Dye test area,
5 515CooperPl Public/ Smokefrombaseof CCTVmainline September2026
Private" power pole
for inflow
Alley between
CenterPl&Alta Public/ Smokefrombaseof Dyetestarea,
6 Vista St.on Private" retaining wall CCTV main line December2018
Uni.Ave for inflow
Alley between Dye test area, Confirmed Private
7 18th St&15th �f Smoke from valve& CCTV main line June 2016 Sewer.Work
StonCornell Private" sidewalkcacks forinflow completedin
2015.
MH5619- Smokefromretaining Dyetestarea,
$ Loas&CoxSt Public wall CCTVmainline December2018
for inflow
7-38
7.2.5 Sewershed 12 Sanitary Sewer Smoke Testing: Storm Catch Basins
The locations shown in the following table along Hill Street were close-circuit televised
and rehabilitated by method of sanitary sewer cured in place pipe lining, which was
completed by SAK Construction of O'Fallon, Missouri. The lining contractor was also
responsible for dye testing sanitary sewer laterals priar 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.
Location/ Final Completion
line No. pddress Ownership Observation Corrective Action Completion Date Date
Smokefrom8th Dyetestcatchbasin
1 461 W 8th 5t Public Streetcatch basin CCTV Sanitary5ewer- October2013
:Premier Linen Repair lateral or
building sectionofsewer
Dye test catch basin
Z 12th&Bluff public Smokefromcatch CCTVSanitary5ewer- October2013
St basin Repairlateral or
section of sewer
Dye test catch basin
3 HiIISt& public Smokefromcatch CCTVSanitary5ewer- October2016 Ju1y2016
Caledonia PI basin Repairlateral or
section of sewer
Dye test catch basin
4 W8th5t& public Smokefromcatch CCTVSanitary5ewer- October2013
HiIISt basin Repairlateralor
section of sewer
Dye test catch basin
5 461 W 8th 5t Public Smokefrom catch CCTV Sanitary5ewer- October2013
basin Repair lateral or
section of sewer
Smokefromcatch Dyetestcatchbasin
6 11th5treet& public basininNW CCTVSanitary5ewer- October2013
Bluff Street corner of Repair lateral or
intersection section of sewer
Smokefromcatch �'etestcatchbasin
� HiIISt&Birch public basininSEcorner CCTVSanitary5ewer- October2016 Ju1y2016
St of intersection Repair lateral or
section of sewer
Smokefromcatch �'etestcatchbasin
$ HiIISt&Birch public basininSWcorner CCTVSanitary5ewer- October2016 Ju1y2016
St of intersection Repair lateral or
section of sewer
Smokefromcatch Dyetestcatchbasin
HiIISt&W basin on south CCTV Sanitary 5ewer-
9 SthSt Public sideof Repairlateralor October2016 Ju1y2016
intersection section of sewer
Dye test catch basin
10 HiIISt&W public Smokefromcatch CCTVSanitary5ewer- October2013
8th St basin Repairlateral or
section of sewer
7.2.6 Sewershed 12 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 Apri12016. All ten of the corrective
actions have been completed.
7-39
line Completion Final
No. �OCation Address Ownership Observation Corrective Action Date �ompletion
Date
Smoke from
manholeand Reconstruct
1 MH 6767 Cox @ Loras Public sidewalkinfront manhole November
of Loras Physical chimney 2013
Plant
Reconstruct
12th& Smokefrom November
2 MH 5684 Grove Public around manhole manhole 2013
chimney
ResencE�ruE4
Sth& Smokefrom ^-,.. -e..`..�-:a August August
3 MH 7055 Raymond Public around manhole elaimne�� 2016 2016
Rehabilitation
Smokefrom �
Sth& ^-,.. -e..`..�-:a August August
4 MH 6758 Roberts Public ground near � 2016 2016
manhole
Rehabilitation
Pickett& Smokefrom __ __
5 MH5572 Montrose Public pavementjoints � June2016 June2016
around manhole
Rehabilitation
Smokefrom Reconstruct
6 MH5606 Walnut& public jointsaround manhole August August
Loras 2016 2016
manhole chimney
Smoke from
7 MH5632 Cummins5t Public jointsaround � June2016 June2016
manhole
Rehabilitation
16th& Smokearound __�a qugust August
8 MH 7008 Montrose Public manhole in � 2016 2016
backyard
Rehabilitation
Smokearound �
9 MH5619 Cox@Loras Public manholeand � June2016 June2016
sidewalk
Rehabilitation
Smoke from
jointsaround Reconstruct November
10 MH5594 AlleyatDell Public manholeand manhole 2015
adjacentsteps chimney
7.2.7 Sewershed 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 Completion Final
Item ManholelD Lowtion lid/CoverType ManholeType �te Completion
No. Date
1 SAN 507008 1545 Fairview Closed Pick Brick August 2016 August 2016
Place
2 SAN 505619 776 Loras Blvd Closed Pick Brick June 2016 June2016
3 SAN505594 567Arlington, ClosedPick Brick October2013
Rear
7-40
4 SAN 504302 Maiden Lane Closed Pick Brick MH
Eliminated
5 SAN 504232 205 Bluff St Open,No Bolt Brick August 2016 August 2016
6 SAN 504241 Alley btw 441 Open,No Bolt Brick Private MH
&467 Bluff
7 SAN 504244 491 W 4th St Open,No Bolt Brick February
2016
8 SAN 504303 Maiden Lane Open,No Bolt Brick October2013
9 SAN 504304 Maiden Lane Open,No Bolt Brick October2013
10 SAN 504325 Alley E of Bluff St Open,No Bolt Brick August 2016 August 2016
11 SAN 504327 Alley E of Bluff,5 Open,No Bolt Brick February
of W 4th St 2016
12 SAN505715 970GroveTerr Open,NoBolt Brick 2011
13 SAN 504515 801 Bluff St Open,No Bolt Brick February
2016
14 SAN 505587 525 Loras Blvd Open,Bolt Brick November
2013
15 SAN 505603 637Arlington St, Open,No Bolt Brick October2013
Rear
16 SAN505623 CnrLorasand Open,NoBolt Brick February
Cummins 2016
17 SAN505627 604Chestnut5t, Open,NoBolt Brick June2016 �une2016&
Rear August 2016
18 SAN 505671 1132 Center PI, Open,No Bolt Brick November
Rear 2013
19 SAN 505676 Alley E of Race St, Open Pick Brick June 2016 June 2016
5 of Rose St
20 SAN505680 Piley982Center Open,NoBolt Brick June2016 June2016
21 SAN 505682 SIIey 1025 Walnut Open,No Bolt Brick June 2016 June 2016
22 SAN 505693 618 UniversityAve Open,No Bolt Brick October2013
23 SAN 505706 590 UniversityAve Open,No Bolt Brick October2013
24 SAN505804 SIIey716Wilson Open,NoBolt Brick October2013
25 SAN507174 825AirHiIlSt Open,NoBolt Brick August2016 August2016
7.2.8 Sewershed 12 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 Apri12016.
Est.Total Modified Final
Line U/5 D/5 Sewershed Pipe Length, Completion Completion
No. Manhole Manhole No. Location Dia.(in) (Ff) Date Date
1 SAN 5 SAN 5 12-1 Cornell St. 8 137 November
07007 07008 2013
Z 04949 OS 08 12-1 Arlington5t. 8 194 October2013
3 OS 08 OS 02 12-1 Arlington5t. 8 245 October2013
4 OS 99 OS 94 12-1 Arlington5t. 8 171 October2013
7-41
5 OS 32 OS 23 12-1 Cummins5t. 8 132 October2013
6 SAN 5 SAN 5 12-1 Dell St. North 8 133 November
05592 05587 2013
SAN 5 SAN 5 December
7 12-1 GroveTerace 8 214
05715 05720 2022
SAN 5 SAN 5 kecas-BWd December
$ 05720 05688 1Z 1 GroveTerace $ 176 2022
9 OS 16 OS 14 12-1 LorasBlvd 8 145 October2013
10 SAN 5 SAN 5 12-1 Loras Blvd 8 320 November
05593 05587 2013
11 SAN 5 SAN 5 12-1 Prairie St. 8 132 October 2013
06930 05600
1Z SAN 5 SAN 5 12-1 W 12°M1 St. 8 315 November
04517 04520 2013
13 SAN 5 SAN 5 12-2 Center PI 8 206 October 2013
05671 05665
14 SAN 5 SAN 5 12-2 Delhi St. g Zq� Main
05831 05827 Abandoned
15 SAN 5 SAN 5 12-2 Delhi St. 8 106 Main
05832 05831 Abandoned
16 SAN 5 SAN 5 12-2 Rose St. 8 273 October 2013
05664 05665
SAN 5 SAN 5 November
17 05693 05706 12-2 UniversityAve 8 Z1$ 2013
18 OS 98 OS 15 12-2 UniversityAve 8 198 October2013
19 SAN 5 SAN 5 12-2 Wilson Ave. 8 239 October 2013
05760 05761
ZD SAN 5 SAN 5 12-3 Cooper PI &6 211 December
04297 04298 2026
Z1 SAN 5 SAN 5 12-3 W 8°M1 St. 8 154 November
05713 04512 2013
ZZ SAN 5 SAN 5 12-3 W 8°M1 St. 8 135 November
05705 07416 2013
Z3 OS 08 OS 09 12-3 W8th St. 8 180 October2013
ZQ SANS SANS 12-3 MaidenLane 86 167 December
04304 04303 2026
ZS SAN 5 SAN 5 12-3 Maiden Lane &6 193 December
04303 04302 2026
Z6 SANS SANS 12-3 MaidenLane 86 159 December
04302 07433 2026
Z� 07 51 05741 12-4 Alpine St. 8 238 October2013
Z$ SANS SANS 12-4 Harvard5t. 86 325 December
05747 05746 2025
Z9 OS 57 OS 04 12-4 Wilson Ave. 8 359 October2013
30 SAN 5 SAN 5 12-4 Wilson Ave. 8 313 October 2013
053804 05805
31 SAN 5 SAN 5 12-5 Cardiff St. 8 154 October 2013
04279 04280
3Z SAN 5 SAN 12-5 Bluff St. &12 324 November
04520 04519 2013
33 SAN 5 SAN 5 12-5 St Mary's St. 8 157 November
07173 04347 2013
34 03 51 03 52 12-5 Langworthy5t. 8 203 October2013
35 04274 04275 12-5 Summitt St. 8 138 October2013
36 SAN 5 SAN 5 12-5 W 3'tl St. 8 261 November
04283 04348 2013
7-42
7.3 SEWERSHED 7 CORRECTIVE ACTION PLAN SCHEDULE
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 following sections also reflect public sanitary and storm sewer corrections identified in the
Sewershed 7 Corrective Action Plan dated December 2013. The original tentative completion date
is shown along with a modified completion date as reflected in the Status update report dated April
2016, and afinal completion date.
7.3.1 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. A1130 have been corrected.
line No. House No. Street Name Defect Corrective Action Corrected
1 2444 BROADWAV Downspoutto5anitary5ewer Disconnect&dischargetoland Ves
2 402 PRIMROSE Exteriorstairwelldrainstosanitary PlugandProvideforCoveredArea yes
or Pipe to Storm sewer
3 2845 CENTRALAVE FlexHoseUsedtoDischarge5ump Installrigidpipe Ves
4 2006 N MAIN ST Flex Hose Used to Discharge Sump Install rigid pipe Ves
5 2777 BROADWAV SumpPumpto5anitary5ewer Disconnect&dischargetoland Ves
6 2670 CENTRALAVE SumpPumpto5anitary5ewer Disconnect&dischargetoland Ves
7 2812 CENTRALAVE SumpPumpto5anitary5ewer Disconnect&dischargetoland Ves
8 2247 CENTRALAVE SumpPumpto5anitary5ewer Disconnect&dischargetoland Ves
9 2892 MUSCATINE Exteriorstairwelldrainsto5anitary5ewer Completed Ves
10 2908 CENTRALAVE FlexHoseUsedtoDischarge5ump Completed Ves
11 1006 CL4RKE CREST CT Flex Hose Used to Discharge Sump Completed Ves
12 2447 CENTRALAVE Pitnopump Completed Ves
13 1006 CL4RKE DR Pit no pump Completed Ves
14 1002 CL4RKE CREST CT Pit no pump Completed Ves
15 2438 CENTRALAVE Pitnopumpandflexhoseused Completed Ves
16 41 DIAGONAL Roofdrainstosanitary Completed Ves
17 2005 NMAINST Roofdrainstosanitary Completed Ves
18 245 KING Showertosumptooutside Completed Ves
19 350 GAV Exteriorstairwelldrainstosanitary Completed Ves
20 524 KAUFMANNAVE FlexHoseUsedtoDischarge5ump Completed Ves
21 380 LOWELL FlexHoseUsedtoDischarge5ump Completed Ves
22 492 KAUFMANNAVE Sumppumpconnectedtosanitarysewer Completed Ves
23 315 KING Sumppumpconnectedtosanitarysewer Completed Ves
24 875 COTTAGEPL Vardanddrivewaydraintosanitary Completed Ves
25 821 LOWELL Varddrainconnectedtosanitarysewer Completed Ves
26 2360 CL4RKECRESTDR Sumppumpdrainstofloordrain Completed Ves
27 2613 CENTRALAVE Varddrainconnectedtosanitarysewer Completed Ves
28 49 DIAGONAL FlexHoseUsedtoDischarge5ump Completed Ves
7-43
29 2901 CENTRALAVE FlexHoseUsedtoDischarge5ump Completed Ves
30 2463 CENTRALAVE Sumppumpdrainstosanitarysewer Disconnect&dischargetoland Ves
7.3.2 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 due to duplicate
entries/locations. A total of 17 of the 45 properties have been corrected.
The property owners are responsible for both the wark 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.
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 residenYs lateral.
Line House
No. No. StreetName Ownership SmokeObservedfrom: CorrectiveAction Completed
theyardoutsidethe Televisesanitaryservicelateralduring
1 2761 BROADWAV ST Private house above a broken dye test and/or Repair/replace lateral No
sanitarylateral asneeded.
theyardoutsidethe Televisesanitaryservicelateralduring
2 2685 BROADWAV ST Private house above a broken dye test and/or Repair/replace lateral No
sanitarylateral asneeded.
Televise sanitary service lateral during
3 2623 BROADWAVST Private awaterstopbox dyetestand/orRepair/replacelateral No
as needed.
4 2528 BROADWAVST Private adownspout Notifypropertyownertodisconnect yes
downspout.
5 2445 BROADWAVST Private asanitarysewer Notifypropertyownertoreplaceor yes
cleanout repaircleanout.
6 2247 CENTRALAVE Private adownspout Notifypropertyownertodisconnect yes
downspout.
7 2247 CENTRALAVE Private adrivewaydrain Notifypropertyownertodisconnect yes
driveway drain
8 2917 CENTRALAVE Private asanitarysewer Notifypropertyownertoreplaceor yes
cleanout repaircleanout.
yard drain alongside of
9 2613 CENTRALAVE Private housedirectconnection Notifypropertyownertodisconnect yes
to san
area drain.
smokecomingfrom Televisesanitaryservicelateralduring
10 2691 CENTRALAVE Private foundationbyplant dyetestand/orRepair/replacelateral No
as needed.
smokeleakingupfrom Televisesanitaryservicelateralduring
11 2687 CENTRALAVE Private dyetestand/orRepair/replacelateral No
stairs
as needed.
smokecomingfrom Televisesanitaryservicelateralduring
12 2601 CENTRALAVE Private foundation,possible dyetestand/orRepair/replacelateral No
broken lateral as needed.
a private manhole with
13 2535 CENTRALAVE Private sanitarylateralflowing Notifypropertyownertoreplaceor No
through repairmanhole.
7-44
14 2523 CENTRALAVE Private aprivatesanitarysewer Notifypropertyownertoreplaceor yes
manhole repairmanhole.
alongthebuilding Televisesanitaryservicelateralduring
15 2326 CENTRALAVE Private dyetest.Repair/replacelatealas No
foundation
needed.
alongthebuilding Televisesanitaryservicelateralduring
16 2326 CENTRALAVE Private dyetest.Repair/replacelatealas No
foundation
needed.
alongthebuilding Televisesanitaryservicelateralduring
17 2326 CENTRALAVE Private dyetest.Repair/replacelatealas No
foundation
needed.
asanitarysewer Notifypropertyownertoreplaceor
18 2326 CENTRALAVE Private manhole,aswellasthe repairmanhole. No
yard around the lateral
alongthebuilding Televisesanitaryservicelateralduring
19 2306 CENTRALAVE Private dyetestand/orRepair/replacelateral No
foundation
as needed.
20 2455 CL4RKECREST private adownspout Notifypropertyownertodisconnect yes
DR downspout.
21 1275 CL4RKE DR Private a broken lateal clean Notify property ownerto replace or yes
out repaircleanout.
22 995 CL4RKE DR Private a broken lateal clean Notify property ownerto replace or yes
out repaircleanout.
Televise sanitary service lateral during
a leaking clean out or
23 945 CL4RKE DR Private broken lateral dye test and/or Repair/replace lateral Ves
as needed.
aprivatesanitary Televisesanitaryservicelateralduring
24 672 CL4RKEDR Private lateral,aroundthe dyetestand/orRepair/replacelateral Ves
waterstop box as needed.
25 2815 DAVENPORTST Private adownspout Notifypropertyownertodisconnect yes
downspout.
theyardoutsidethe Televisesanitaryservicelateralduring
26 57 DIAGONALST Private houseaboveabroken dyetestand/orRepair/replacelateral No
sanitarylateral asneeded.
theyardoutsidethe Televisesanitaryservicelateralduring
27 2244 FRANCIS ST Private house above a broken dye test and/or Repair/replace lateral No
sanitarylateral asneeded.
a pvc pipe sticking out Notify property ownerto replace or
28 2252 FRANCISST Private Ves
oftheground repaircleanout.
theyardoutsidethe Televisesanitaryservicelateralduring
29 2593 FULTON ST Private house above a broken dye test and/or Repair/replace lateral No
sanitarylateral asneeded.
theyardoutsidethe Televisesanitaryservicelateralduring
30 2617 FULTON ST Private house above a broken dye test and/or Repair/replace lateral No
sanitarylateral asneeded.
theyardoutsidethe Televisesanitaryservicelateralduring
31 2131 HEEB ST Private house above a broken dye test and/or Repair/replace lateral No
sanitarylateral asneeded.
32 2186 HODGDONST Private aleakingsanitarysewer Notifypropertyownertoreplaceor yes
manhole repairmanhole.
KAUFMANN Televise sanitary service lateral during
33 526 A�E Private backofthecurbinyard dyetestand/orRepair/replacelateral No
as needed.
KAUFMANN alongdrivewaywhere Televisesanitaryservicelateralduring
34 366 A�E Private wood retaining wall is dye test and/or Repair/replace lateral No
as needed.
KAUFMANN Televise sanitary service lateral during
35 370 A�E Private aretainingwall dyetestand/orRepair/replacelateral No
as needed.
7-45
KAUFMANN Televise sanitary service lateral during
36 370 A�E Private aretainingwall dyetestand/orRepair/replacelateral No
as needed.
KAUFMANN Televise sanitary service lateral during
37 390 A�E Private concretestairs dyetestand/orRepair/replacelateral No
as needed.
KAUFMANN Televise sanitary service lateral during
38 410 A�E Private retainingwall dyetestand/orRepair/replacelateral No
as needed.
KAUFMANN Televise sanitary service lateral during
39 430 A�E Private retainingwall dyetestand/orRepair/replacelateral No
as needed.
KAUFMANN theyardoutsidethe Televisesanitaryservicelateralduring
40 400 A�E Private house above a broken dye test and/or Repair/replace lateral No
sanitarylateral asneeded.
41 850 LOWELLST Private aprivatesanitarysewer Notifypropertyownertoreplaceor yes
cleanout repaircleanout.
theyardoutsidethe Televisesanitaryservicelateralduring
42 468 LOWELLST Private houseaboveabroken dyetestand/orRepair/replacelateral No
sanitarylateral asneeded.
43 452 LOWELLST Private adownspout Notifypropertyownertodisconnect yes
downspout.
theyardbehindthe Televisesanitaryservicelateralduring
44 2750 MUSCATINEST Private wrb dyetestand/orRepair/replacelateral No
as needed.
smokecomingfrom Televisesanitaryservicelateralduring
45 808 SPIRES DR Private yard,possible broken dye test and/or Repair/replace lateral No
lateral as needed.
7.3.3 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 for 2019.
Final
line NearestStAddress Ownership Observation CorrectiveAction CompletionDate Completion
No.
Date
Newwatervalveinstalled, Televisesanitary CCTVFeb
BROADWAV sewer near water CCN
1 2701 ST Public smokecomingupfrom �alve.Repair Z016/December2019 February2016
valve body sewer as needed. Sewer Rehab
Z ZSZ4 BROADWAV public open pickhole MH lid Replace manhole See Section
ST lid 7.3.5
Televise sanitary
3 335 BURLINGTON public Smokecomingfromwater sewernearwater SeeSection
ST valve box valve.Repair as 7.3.5
needed.
4 335 BURLINGTON public open pickhole MH lid Replace manhole See Section
ST lid 7.3.5
6 2901 CENTRALAVE Public open pick hole MH lid Replace manhole See Section
lid 7.3.5
Televisesanitary CCTVFeb
7 2540 CENTRALAVE Public Questutilitymanhole sewernearutility. Z016/December2019 CCN
Repairseweras SewerRehab February2016
needed.
8 1005 CL4RKE public open pick hole MH lid Replace manhole See Section
CREST Cr lid 7.3.5
7-46
9 2525 CL4RKE public open pick hole MH lid Replace manhole See Section
CREST DR lid 7.3.5
10 2530 CL4RKE public Missing manhole cover Install new bolt See Section
CREST DR bolt 7.3.5
11 Zq70 CL4RKE public open pick hole MH lid Replace manhole See Section
CREST DR lid 7.3.5
12 ZqgO CL4RKE public Open pick hole MH lid Replace manhole See Section
CREST DR lid 7.3.5
13 2320 CL4RKE public Open pick hole MH lid Replace manhole See Section
CREST DR lid 7.3.5
14 998 CL4RKE public Open pick hole MH lid Replace manhole See Section
CREST DR lid 7.3.5
15 ZZqO CL4RKE public open pick hole MH Replace manhole See Section
CREST DR lid 7.3.5
16 1275 CL4RKEDR Public Smokecomingfrom Applysealantto SeeSection
behindcurb manholecasting 7.3.5
Televise sanitary
Smokecomingfromcack seweralong
17 1275 CL4RKEDR Public street. December2019
in street
Repair/rehab as
needed.
18 2443 DIVISION ST Public open pick hole MH lid Replace manhole See Section
lid 7.3.5
19 908 FARRELLCr Public smokecomingfrom Applysealantto SeeSection
around rim of MH manhole casting 7.3.5
Smokecomingfrom Inspectmanhole
20 2295 FOVEST Public aroundconcretearound chimney.Repair/ SeeSection
MH rehabilitateas 7.3.5
needed.
alleywaybetweenFrancis Replacemanhole SeeSection
21 2230 FRANCISST Public andcentralbehind2230 lid 7.3.5
Fancis
Smokecomingfrom Inspectmanhole
22 2282 HAROLDST Public aroundconcretearound chimney.Repair/ SeeSection
rehabilitate as 73.5
MH
needed.
HEMPSTEAD Smokecomingfrom Replacemanhole SeeSection
23 2464 ST Public around MH andyard lid 7.3.5
around driveway
24 2320 HEMPSTEAD public Smokecomingfrom Replacemanhole SeeSection
ST around MH lid 7.3.5
Inspect manhole
Smoke comingfrom
25 836 KAUFMANN public aroundconcretering chimney.Repair/ SeeSection
AVE aroundMH rehabilitateas 73.5
needed.
Televise sanitary
sewer in location.
Z6 $Z$ KAUFMANN public SanSewermainrunning Examineflow December2021
AVE up to Ferrel Ct.
data.Repair/
rehab as needed.
Televise sanitary
sewer in location.
27 530 AVEFMANN public thebackofcurbinyard Examineflow December2021
data.Repair/
rehab as needed.
KAUFMANN smokecomingfromwrb Televisesanitary
28 524 A�E Public andgutterpossible sewerinlocation. December2021
brokenlateal Examineflow
7-47
data.Repair/
rehab as needed.
SouthWestcornerof Televisesanitary
Kleine and Chapel Ct. sewer in location.
29 2145 KLEINEST Public Examineflow December2021
Smoke comingfrom back
ofwrb data.Repair/
rehab as needed.
Inspect manhole
30 806 L4CEV Q Public smoke bleeding up from chimney.Repair/ See Section
grassaroundMH rehabilitateas 73.5
needed.
Televise sanitary
MONTCREST Smokecomingfrom sewerinlocation.
31 750 Public Examineflow December2024
ST cracksin street
data.Repair/
rehab as needed.
corner of Montcrest and
32 750 MONTCREST public Hempstead5moke Replacemanhole SeeSection
ST comingfromaround lid 7.3.5
concrete around MH
smokecomingoutfrom Inspectmanhole
33 505 NAPIERST Public aroundconcretearound chimney.Repair/ SeeSection
rehabilitate as 73.5
MH
needed.
Inspect manhole
34 Z�QZ PLEASANT public smokecomingfromunder chimney.Repair/ SeeSection
VIEWDR manholecasting rehabilitateas 7.3.5
needed.
35 701 RAVENWOOD public open pick hole MH lid Replace manhole See Section
CT lid 7.3.5
36 7p7 RAVENWOOD public Open pick hole MH lid Replace manhole See Section
CT lid 7.3.5
Televise sanitary
sewer in location.
37 2425 SPIRESCT Public smokecomingfromcrack Examineflow SeeSection
in street 7.3.5
data.Repair/
rehab as needed.
Inspect manhole
38 2460 SPIRESCT Public Smokecomingfromgass chimney.Repair/ SeeSection
aroundmanhole rehabilitateas 73.5
needed.
Inspect manhole
39 2420 SPIRESCT Public smokecomingfromunder chimney.Repair/ SeeSection
manholecasting rehabilitateas 7.3.5
needed.
Inspect manhole
40 2400 SPIRESCT Public smokecomingfromunder chimney.Repair/ SeeSection
manholecasting rehabilitateas 7.3.5
needed.
Inspect manhole
41 808 SPIRES DR Public smoke coming from under chimney.Repair/ See Section
manholecasting rehabilitateas 7.3.5
needed.
Inspect manhole
42 807 SPIRES DR Public smoke coming from under chimney.Repair/ See Section
manholecasting rehabilitateas 7.3.5
needed.
43 2709 VENTURA DR Public open pick hole MH lid Replace manhole See Section
lid 7.3.5
7-48
7.3.4 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.
Final Completion
line Owners Completion pate
No. NearestSt.Address hip Observation CorrectiveAction Date
Dyetestcatchbasin/CCN CCNFeb
1 2609 BROADWAV public smokecoming San.Sewer/and/orRepair 2016/December CCNFebruary
ST from catch basin or Rehab.Sewer as 2019 2016
needed. SewerRehab
Dyetestcatchbasin/CCN CCNFeb
2 2604 BROADWAV public smokecoming San.Sewer/and/orRepair 2016/December CCNFebruary
ST from catch basin or Rehab.Sewer as 2019 2016
needed. SewerRehab
Dyetestcatchbasin/CCN CCNFeb
3 2600 BROADWAV public smokecoming San.Sewer/and/orRepair 2016/December CCNFebruary
ST from catch basin or Rehab.Sewer as 2019 2016
needed. SewerRehab
Dyetestcatchbasin/CCN CCNFeb
4 2575 BROADWAV public smokecoming San.Sewer/and/orRepair 2016/December CCNFebruary
ST from catch basin or Rehab.Sewer as 2019 2016
needed. SewerRehab
Dyetestcatchbasin/CCN CCNFeb
5 2550 BROADWAV public smokecoming San.Sewer/and/orRepair 2016/December CCNFebruary
ST from catch basin or Rehab.Sewer as 2019 2016
needed. SewerRehab
Dye test catch basin/CCN
6 Z$$� CENTRAL public smokecoming San.Sewer/and/orRepair December2019
AVE from catch basin or Rehab.Sewer as
needed.
Dye test catch basin/CCN
7 2571 CENTRAL public smokecoming San.Sewer/and/orRepair December2019
AVE from catch basin or Rehab.Sewer as
needed.
SW corner of 24th
and central,in �Yetestcatch basin/CCN
CENTRAL San.Sewer/and/orRepair
8 0 A�E Public frontofBusBarn orRehab.5eweras December2019
smoke coming
needed.
from catch basin
NWcornerof24th Dyetestcatchbasin/CCN CCNFeb
CENTRAL andCentalsmoke San.Sewer/and/orRepair 2016/December CCTVFebruary
9 2403 A�E Public comingfromcatch orRehab.5eweras 2019 2016
basin needed. SewerRehab
NECornerof24th Dyetestcatchbasin/CCN CCNFeb
CENTRAL andCentalsmoke San.Sewer/and/orRepair 2016/December CCTVFebruary
10 2400 A�E Public comingfromcatch orRehab.5eweras 2017 2016
basin needed. SewerRehab
SEcornerof24th Dyetestcatchbasin/CCN CCNFeb
CENTRAL andCentalsmoke San.Sewer/and/orRepair 2016/December CCTVFebruary
11 2360 A�E Public comingfromcatch orRehab.5eweras 2019 2016
basin needed. SewerRehab
CQV San.Sewer/and/or CCN Feb
12 2311 CENTRAL public smokecoming RepairorRehab.5eweras Z016/December CCNFebruary
AVE from catch basin 2019 2016
needed.
SewerRehab
SWcornerof pyetestcatchbasin/CCN CCNFeb
CENTRAL WZ3rdand San.Sewer/and/orRepair 2016/December CCTVFebruary
13 2277 A�E Public Centalsmoke orRehab.5eweras 2019 2016
comingfromcatch needed. SewerRehab
basin
7-49
Dye test catch basin/CCN
14 �gb KAUFMANN public smokecoming San.Sewer/and/orRepair December2021
AVE from catch basin or Rehab.Sewer as
needed.
Dye test catch basin/CCN
15 520 KAUFMANN public smokecoming San.Sewer/and/orRepair December2021
AVE from catch basin or Rehab.Sewer as
needed.
South East Corner
of Hempstead and �'etestcatch basin/CCN
KAU FMANN San.Sewer/and/or Repair
16 496 A�E Public Kaufmannsmoke orRehab.5eweras December2021
coming from catch
basin needed.
Dye test catch basin/CCN
1� 499 KAUFMANN public smokecoming San.Sewer/and/orRepair December2021
AVE from catch basin or Rehab.Sewer as
needed.
Dye test catch basin/CCN
18 361 KAUFMANN public smokecoming San.Sewer/and/orRepair December2021
AVE from catch basin or Rehab.Sewer as
needed.
Dye test catch basin/CCN
19 330 KAUFMANN public smokecoming San.Sewer/and/orRepair December2014
AVE from catch basin or Rehab.Sewer as
needed.
South East corner
ofKleineand �Yetestcatchbasin/CCN
KAU FMANN San.Sewer/and/or Repair
20 290 A�E Public Kaufmannsmoke orRehab.5eweras December2014
coming from catch
basin needed.
Dye test catch basin/CCN
21 Zgp KAUFMANN public smokecoming San.Sewer/and/orRepair December2014
AVE from catch basin or Rehab.Sewer as
needed.
south west corner
of N Main and �Ye test catch basin/CCN
22 230 KAUFMANN public Kaufmannsmoke San.Sewer/and/orRepair December2014
AVE orRehab.5eweras
comingfromcatch needed.
basin
Dye test catch basin/CCN
23 120 KAUFMANN public smokecoming San.Sewer/and/orRepair December2014
AVE from catch basin or Rehab.Sewer as
needed.
CornerofFrancis Dyetestcatchbasin/CCN
ZQ 0 KAUFMANN public andKaufmann San.Sewer/and/orRepair December2014
AVE smokecoming orRehab.5eweras
from catch basin needed.
Dye test catch basin/CCN
25 191 KAUFMANN public smokecoming San.Sewer/and/orRepair December2014
AVE from catch basin or Rehab.Sewer as
needed.
Dye test catch basin/CCN
26 305 KAUFMANN public smokecoming San.Sewer/and/orRepair December2014
AVE from catch basin or Rehab.Sewer as
needed.
Dye test catch basin/CCN
27 2155 NMAINST Public smokecoming San.Sewer/and/orRepair December2014
from catch basin or Rehab.Sewer as
needed.
Dye test catch basin/CCN
28 806 LOWELLST Public smokecoming San.Sewer/and/orRepair December2014
from catch basin or Rehab.Sewer as
needed.
7-50
NW corner of
Woodworthand �Yetestcatchbasin/CCN
29 2303 WOODWOR public Lowellsmoke San.Sewer/and/orRepair December2014
TH ST or Rehab.Sewer as
coming from catch
basin needed.
7.3.5 Sewershed 7 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 Apri12016.
Line Completion Final
No. �ocation NearestSt.Address Observation CorrectiveAction Date Completion
Date
1 SAN 5 Z524 BROADWAV ST open pickhole MH Replace manhole October 2016
06329 lid lid
Z SAN 5 335 BURLINGTON ST open pickhole MH Replace manhole October2016
06471 lid lid
3 SAN 5 335 BURLINGTON ST Open pickhole MH Replace manhole February February
06469 lid lid 2016 2016
4 SAN 5 Zg01 CENTRAL AVE open pick hole MH Replace manhole October
06615 lid lid 2015
5 SAN 5 1005 CLARKE CREST CT open pick hole MH Replace manhole October
06222 lid lid 2015
6 SAN 5 Z525 CLARKE CREST DR open pick hole MH Replace manhole �une 2015
06241 lid lid
� SAN 5 Z530 CLARKE CREST DR Missing manhole Install new bolt June 2015
06242 coverbolt
$ SAN 5 Zq�O CLARKE CREST DR open pick hole MH Replace manhole �une 2015
06245 lid lid
9 SAN 5 Zq80 CLARKE CREST DR Open pick hole MH Replace manhole �une 2015
06244 lid lid
10 SAN 5 Z320 CLARKE CREST DR Open pick hole MH Replace manhole �une 2015
06219 lid lid
11 SAN 5 gg5 CLARKE CREST DR Open pick hole MH Replace manhole October
05508 lid lid 2015
1Z SAN 5 ZZqO CLARKE CREST DR open pick hole MH Replace manhole �une 2015
06225 lid
SAN 5 Applysealantto October
13 07011 1275 CLARKE DR Smoke behind curb manhole casting 2015
SAP45 �.45L �ele Duplicate
� 86333 �3 Jid !id Manhole
SANS smokecomingfrom Applysealantto
15 06238 908 FARRELLCT aroundrimofMH manholecasting 1une2015
Smoke coming
16 SANS ZZyS FOVEST fromaround Eliminatemanhole June2016 June2016
06276 concrete around
MH
SANS alleywaybetween Replacemanhole October
17 04678 2230 FRANCISST francisandcentral lid 2015
behind 2230 francis
Smoke coming
18 SANS ZZ$Z HAROLDST fromaround Eliminatemanhole June2016 June2016
05483 concrete around
MH
7-51
Smoke coming
19 SAN 5 Zq64 HEMPSTEAD ST from around MH Replace manhole December
05471 and yard around lid. 2023
driveway
SAN 5 Smoke coming Replace manhole December
20 05478 2320 HEMPSTEADST fromaroundMH lid 2023
Smokecoming Inspectmanhole
SANS fromaround chimney. December
21 836 KAUFMANNAVE
06774 concrete ring Repair/rehabilitate 2021
around MH as needed.
Inspect manhole
smoke coming up
ZZ SAN 5 g06 L4CEV CT from grass around chimney. June 2015
06235 MH Repair/rehabilitate
as needed.
Montcrest and
SAN 5 Hempstead Smoke Replace manhole
Z3 05466 �50 MONTCREST ST coming from lid August 2016 August 2016
around concrete
around MH
smokecomingout Inspectmanhole
ZQ SAN 5 505 NAPIER ST from around chimney. qugust 2016 August 2016
06273 concretearound Repair/rehabilitate
MH as needed.
smokecomingfrom Inspectmanhole
SANS PLEASANTVIEW chimney.
25 2742 under manhole August 2016 August 2016
06374 DR Repair/rehabilitate
casting as needed.
Z6 SAN 5 701 RAVENWOODCT open pick hole MH Replace manhole �une 2015
06243 lid lid
Z� SAN 5 707 RAVENWOODCT Open pick hole MH Replace manhole �une 2015
06247 lid lid
Inspect manhole
Smoke coming
Z$ SANS Zq60 SPIRESCT fromgrassaround chimney. �une2016 June2016
06254 manhole Repair/rehabilitate
as needed.
Inspect manhole
smoke coming from
29 SANS ZqZO SPIRESCT undermanhole chimney. �une2016 June2016
06253 Repair/rehabilitate
casting as needed.
Inspect manhole
smoke coming from
30 SANS Zq00 SPIRESCT undermanhole chimney. �une2016 June2016
06260 Repair/rehabilitate
casting as needed.
SANS smokecomingfrom chim�emanhole
31 808 SPIRESDR undermanhole Y� June2016 June2016
06257 Repair/rehabilitate
casting as needed.
smokecomingfrom Inspectmanhole
3Z SANS g07 SPIRESDR undermanhole chimney. �une2016 June2016
06256 Repair/rehabilitate
casting as needed.
33 SAN 5 Z�09 VENTURA DR open pick hole MH Replace manhole December
06361 lid lid 2018
7-52
7.3.6 Sewershed 7 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 Apri12016.
Tentative Modified Final
Line
ManholelD Lowtion Lid/CoverType Completion Completion Completion
No.
Date Date Date
SAN 5 ALLEV BEHIND CENTRAL Concealed Pickhole-
1 04673 HARTIG DRUG AVE Not Bolted October 2015 March 2016 March 2016
Z SAN 5 ALLEV BEHIND CENTRAL Open Pickhole,Not October 2015 March 2016 March 2016
04679 HARTIG DRUG AVE Bolted
SAN 5 behind 338 Concealed Pickhole-
3 06277 Kaufmann CHAPEL CT Not Bolted October 2015 March 2016 March 2016
4 SANS ZqZ1 DIVISIONST ConcealedPickhole- October2015 June2025
06312 Not Bolted
5 SANS Zqq3 DIVISIONST OpenPickhole,Not October2015 June2025
06333 Bolted
6 SAN 5 @�owell FOVE ST Concealed Pickhole- October 2015 March 2016 March 2016
06288 Not Bolted
� SANS 51 KAUFMANN ConcealedPickhole- October2015 October2015
04680 AVE Not Bolted
$ SAN 5 @ Foye LOWELL ST Concealed Pickhole- October 2015 March 2016 March 2016
06271 Not Bolted
9 SAN 5 480 LOWELL ST Eliminate manhole October 2015 March 2016 March 2016
06272
10 SAN 5 546 LOWELL ST Concealed Pickhole- October 2015 March 2016 March 2016
06283 Not Bolted
11 SANS ROSFALINE LOWELLST ConcealedPickhole- October2015 March2016 March2016
06289 Not Bolted
1Z SAN 5 q30 LOWELL ST Concealed Pickhole- October 2015 March 2016 March 2016
06290 Not Bolted
13 SAN 5 @ paul St LOWELL ST Concealed Pickhole- October 2015 March 2016 March 2016
06293 Not Bolted
14 SAN 5 364 LOWELL ST Concealed Pickhole- October 2015 March 2016 March 2016
06294 Not Bolted
15 SAN 5 315 LOWELL ST Concealed Pickhole- October 2015 March 2016 March 2016
06295 Not Bolted
16 SAN 5 �0 W 23RD ST Concealed Pickhole- October 2015 March 2016 March 2016
04674 Not Bolted
17 SAN 5 Division St W 24TH ST Concealed Pickhole- October 2015 March 2016 March 2016
06314 Not Bolted
7.3.7 Sewershed 7 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.
Tentative Final
Sewershed U/5 Manhole D/5 Manhole Street Diameter, Length, �ompletion Completion
SubArea Location Inches Feet pate Date
7--1 SAN504771 SAN504769 Kaufmann 12 385 December December
Ave. 2014 2014
Kaufmann December December
7--1 SAN 5 04769 SAN 5 04767 A e 12 255 Z014 2014
7--1 SAN504767 SAN504684 Kaufmann 12 265 December December
Ave. 2014 2014
7-53
7--1 SAN504684 SAN504682 Kaufmann 12 164 December December
Ave. 2014 2014
Kaufmann December December
7--1 SAN 5 04682 SAN 5 04681 A e 12 �6 2014 2014
7--3 SAN505482 SAN505456 Lowell5t. 6 179 November November
2015 2015
7--3 SAN505456 SAN505455 Lowell5t. 6 206 November November
2015 2015
7--3 SAN505455 SAN505454 Lowell5t. g Z3$ December December
2014 2014
7--3 SAN505454 SAN505453 Lowell5t. 8 193 December December
2014 2014
7--3 SAN505453 SAN505481 Lowell5t. 8 105 December December
2014 2014
7--3 SAN507424 SAN505481 Lowell5t. g 148 December December
2014 2014
7--3 SAN505480 SAN507424 Lowell5t. 8 265 December December
2014 2014
7--3 SAN506285 SAN505480 Lowell5t. 8 265 December December
2014 2014
7--3 SAN506284 SAN506285 Lowell5t. g �� December December
2014 2014
7.4 SEWERSHED 5 CORRECTIVE ACTION PLAN SCHEDULE
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 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.
7.4.1 Failed and Corrected Private Property Inspections
In Sewershed 5, there were 68 failed private property inspections, these are listed below of which 66
have been corrected. There were five private property corrections during this reporting period.
Corrected and
Line No. House No. Street Name Defect Corrective Action Passed Re-
inspection
1 3463 DOVE Broken lateal Line or replace private lateral NO
2 2672 RAVEN OAKS clean out broken Repair clean out NO
3 2680 DOVE Eateriorstairwelldaintosanitary PlugandProvideforCovered yE5
Area or Pipe to Storm sewer
4 2340 CRISSVDR Eateriorstairwelldain PlugandProvideforCovered yE5
Area or Pipe to Storm sewer
Seepage collection rystem to Repair seepage holes and install
5 2422 GORDONDR floordain sumppumpanddischargeto VES
land
Repair seepage holes and install
6 2330 TRVGGDR Seepagecollectionrystemto sumppumpanddischargeto VES
floordain
land
7 3030 ARBORHILLSDR Sumppumptosanitary Disconnect&dischargetoland VES
8 2875 BRUECK Sumppumptosanitary Disconnect&dischargetoland VES
7-54
9 3155 CASTLEWOODSLN Sumppumptosanitary Disconnect&dischargetoland VES
10 549 MILLRUNDR Sumppumptosanitary Disconnect&dischargetoland VES
11 2225 CARTER RD clean out broken Repair VES
12 2225 CARTER RD clean out broken Repair VES
13 3150 1 F KENNEDV RD clean out broken Repair VES
14 2947 W 32ND ST clean out broken Repair VES
15 2329 CARTERRD Drivewaydaintosanitary Repair VES
16 3462 ASBURVRD Eateriorstairwellandyarddain Disconnect VES
to sanitary
17 2530 CRISSVDR Eateriorstairwelldaintosanitary Disconnect VES
18 2419 EVERGREENDR Eateriorstairwelldaintosanitary Disconnect VES
19 2549 ROSEWOODDR Eateriorstairwelldaintosanitary Disconnect VES
20 2561 ROSEWOODDR Eateriorstairwelldaintosanitary Disconnect VES
21 2584 ROSEWOODDR Eateriorstairwelldaintosanitary Disconnect VES
22 2590 ROSEWOODDR Eateriorstairwelldaintosanitary Disconnect VES
23 2309 W32NDST Eateriorstairwelldaintosanitary Disconnect VES
24 3053 ARBOR HILLS DR Flex hose used Remove and replace VES
25 3030 ASBURV RD Flex hose used Remove and replace VES
26 2221 CARTER RD Flex hose used Remove and replace VES
27 2598 HACIENDA DR Flex hose used Remove and replace VES
28 2143 JUDSON DR Flex hose used Remove and replace VES
29 3439 KAUFMANN AVE Flex hose used Remove and replace VES
30 3358 KIMBERLV DR Flex hose used Remove and replace VES
31 3486 KIMBERLV DR Flex hose used Remove and replace VES
32 2929 KRISTEN CT Flex hose used Remove and replace VES
33 2661 MARVWOOD DR Flex hose used Remove and replace VES
34 3325 SUNSET PARK CIR Flex hose used Remove and replace VES
35 3335 SUNSET PARK CIR Flex hose used Remove and replace VES
36 3441 SUNSET PARK CIR Flex hose used Remove and replace VES
37 3466 SUNSET PARK CIR Flex hose used Remove and replace VES
38 3344 TIBEV Cr Flex hose used Remove and replace VES
39 3494 WALLER ST Flex hose used Remove and replace VES
40 2310 MARTINDR Pitnopump Disconnect VES
41 3416 KAUFMANNAVE SeepageCollection tosanitary Disconnect VES
42 3406 DOVEST SeepageCollectionandsumpto Disconnect VES
sanitary
43 2595 GLENVIEWCIR Sumppumptosanitary Disconnect VES
44 2527 HACIENDADR Sumppumptosanitary Disconnect VES
45 2625 KENNEDVRD Sumppumptosanitary Disconnect VES
46 2395 THEDADR Sumppumptosanitary Disconnect VES
47 3245 THEDADR Sumppumptosanitary Disconnect VES
48 3207 ARROWWOODLN sumptosanitary Disconnect VES
49 3250 BL45ENDR sumptosanitary Disconnect VES
50 2940 BRUECK sumptosanitary Disconnect VES
7-55
51 2584 GLENVIEWCIR sumptosanitary Disconnect VES
52 2299 GORDONDR sumptosanitary Disconnect VES
53 2326 GORDONDR sumptosanitary Disconnect VES
54 2483 GORDONDR sumptosanitary Disconnect VES
55 2498 HACIENDADR sumptosanitary Disconnect VES
56 2578 HACIENDADR sumptosanitary Disconnect VES
57 3370 KAUFMANNAVE sumptosanitary Disconnect VES
58 2659 KENNEDVRD sumptosanitary Disconnect VES
59 2278 MARTINDR sumptosanitary Disconnect VES
60 2318 MARTINDR sumptosanitary Disconnect VES
61 2537 MARVWOODDR sumptosanitary Disconnect VES
62 2541 MARVWOODDR sumptosanitary Disconnect VES
63 2600 MARVWOODDR sumptosanitary Disconnect VES
64 2689 MARVWOODDR sumptosanitary Disconnect VES
65 2551 ROSEWOODDR sumptosanitary Disconnect VES
66 2350 WOODL4WN sumptosanitary Disconnect VES
67 3142 W 32ND ST Vard drain Repair VES
68 2206 WOODL4WN Varddraintosanitary Repair VES
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 atthis 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 Sanitary Smoke Testing—Private Property Corrections
The original reported private property correction list was 25 properties; this is reduced to 22 due
to 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 House Smoke Observed
StreetName Ownership CorrectiveAction Corrected
No. No. from:
1 2615 W32NDST Private Sanitary5ewer Replacecleanoutcap Ves
Cleanout
2 3142 W32NDST Private Sanitary5ewer Replacecleanoutcap Ves
Cleanout
3 3023 W32NDST Private Sanitary5ewer Replacecleanoutcap Ves
Cleanout
4 3047 ���'�'�'�� Private Sanitary5ewer Replacecleanoutcap Ves
KAREN ST Cleanout
Televise sanitary service lateral
5 2210 WOODL4WNST Private Curband/orGutter duringdyetestand/or No
Repair/replace lateral as needed
6 2206 WOODL4WNST Private Curband/orGutter Replacecleanoutcap Ves
7 2678 RAVENOAKSDR Private Sanitary5ewerLateal Replacecleanoutcap Ves
7-56
Televise sanitary service lateral
8 3406 WALLERST Private Vard duringdyetestand/or No
Repair/replace lateral as needed
Televise sanitary service lateral
9 3463 DOVEST Private Vard duringdyetestand/or No
Repair/replace lateral as needed
10 2680 RAVENOAKSDR Private Sanitary5ewer Replacecleanoutcap Ves
Cleanout
11 2359 W32NDST Private Sanitary5ewer Replacecleanoutcap Ves
Cleanout
12 3003 KAUFMANNAVE Private Vard Replacecleanoutcap No
13 3040 KAUFMANNAVE Private Sanitary5ewer Replacecleanoutcap Ves
Cleanout
14 2660 RAVENOAKSDR Private Sanitary5ewer Notifypropertyownertoreplaceor No
Manhole repairmanhole
15 3049 ASBURV RD Private Sanitary5ewer Replace Manhole lid Ves
Manhole
16 2659 DHNFKENNEDV private Sanitary5ewerOther Replacecleanoutcap Ves
Sanitary5ewer Digdownandputcastingoverclean
17 2221 CARTER RD Private Cleanout out to protect from snow plows and Ves
replace cleanout cap.
18 3361 KENNEDVRD Private Sanitary5ewer Replacecleanoutcap Ves
Cleanout
19 3342 JOHN WESLV DRIVE Private Sanitary5ewer Install Bolts in Manhole lid Ves
Manhole
20 3325 SUNSETPARK private Sanitary5ewer Replacecleanoutcap Ves
CIRCLE Cleanout
21 2671 OWENQ Private Sanitary5ewer Replacecleanoutcap Ves
Cleanout
22 3400 KIMBERLVDR Private Sanitary5ewer Replacecleanoutcap Ves
Cleanout
7.4.3 Sewershed 5 Manhole Corrections
In Sewershed 5, one hundred and twenty-two(122)manholes were deterxnined 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 Apri12016. The completion
dates reflect the dates outlined in the Status update report dated Apri12016.
Of the tota198 Sewershed Manhole Corrections, all have been completed with the exception of
those where the City has requested removal of the manhole from the program per a follow up
inspection completed in 2015 which showed the manhole to be okay.
7-57
Tentative Final
Line ManholeNo. NearestSt.Address CorrectiveAction Completion Modified Completion
No. Date Completion Date Date
1 SAN 505228 2715 ARABIANTRAIL Replace Manhole Lid Jun-16 Feb-16
2 SAN505137 3133 ARBOROAKSDR Seal/GroutManhole Jun-16 June2016
3 SAN505133 3095 ARBOROAKSDR Seal/GroutManhole Jun-16 Feb-16
4 SAN 505128 3049 ARBOR OAKS DR Replace Manhole Lid Jun-16 June 2016
5 SAN 505131 3075 ARBOR OAKS DR Replace Manhole Lid Jun-16 Feb-16
6 SAN 505132 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 SAN505130 3119 ARBOROAKSDR Seal/GroutManhole Jun-16 Feb-16
9 SAN505128 3049 ARBOROAKSDR Seal/GroutManhole Jun-16 June2016
Removed from
10 SAN 500421 3280 ARBORETUM DR Seal/Grout Manhole Jun-16 the progam,per NA
OK inspection
11 SAN500402 3354 ARROWWOODLN Seal/GroutManhole Jun-16 June2016
Removed from
12 SAN 505286 3075 ASBURV RD Seal/Grout Manhole Jun-16 the progam,per NA
OK inspection
Removed from
13 SAN 505279 3350 ASBURV RD Seal/Grout Manhole Jun-16 the progam,per NA
OK inspection
14 SAN 507033 3059 ASBURV RD Replace Manhole Lid Jun-16 June 2016
Removed from
15 SAN 505282 3300 ASBURV RD Replace Manhole Lid Jun-16 the progam,per NA
OK inspection
16 SAN 505280 3330 ASBURV RD Replace Manhole Lid Jun-16 June 2016
Removed from
17 SAN 504954 3378 ASHLEV LN Seal/Grout Manhole Jun-16 the progam,per NA
OK inspection
Removed from
18 SAN 504959 2829 BONSON RD Seal/Grout Manhole Jun-16 the progam,per NA
OK inspection
Removed from
19 SAN504910 0 CARTERCT Seal/GroutManhole Jun-16 theprogam,per NA
OK inspection
Removed from
20 SAN 504909 0 CARTER RD Seal/Grout Manhole Jun-16 the progam,per NA
OK inspection
Removed from
21 SAN 505192 2829 CARTER RD Seal/Grout Manhole Jun-16 the progam,per NA
OK inspection
Removed from
22 SAN 504913 0 CARTER RD Seal/Grout Manhole Jun-16 the progam,per Nq
OK inspection
Removed from
23 SAN 504911 0 CARTER RD Seal/Grout Manhole Jun-16 the progam,per NA
OK inspection
Removed from
24 SAN 504912 0 CARTER RD Seal/Grout Manhole Jun-16 the progam,per NA
OK inspection
25 SAN 504918 0 CARTER RD Seal/Grout Manhole Jun-16 August 2016 August 2016
26 SAN504922 0 CARTERRD Seal/GroutManhole Jun-16 Nov-15
27 SAN 505195 2807 CARTER RD Replace Manhole Lid Jun-16 Feb-16
7-58
�I/i`��..a
28 SAN 504916 3000 CARTER RD '� Jun-16 Feb-16
Replace Manhole Lid
29 SAN505194 2809 CARTERRD Seal/GroutManhole Jun-16 February
2016
30 SAN 505270 2267 CARTER RD Replace Manhole Lid Jun-16 Feb-16
Removed from
31 SAN 505273 2245 CARTER RD Seal/Grout Manhole Jun-16 the progam,per NA
OK inspection
Removed from
32 SAN 504915 3051 CARTER RD Seal/Grout Manhole Jun-16 the progam,per NA
OK inspection
Removed from
33 SAN 504917 3051 CARTER RD Seal/Grout Manhole Jun-16 the progam,per NA
OK inspection
Removed from
34 SAN 505155 2933 CASTLE WOODS LN Seal/Grout Manhole Jun-16 the progam,per NA
OK inspection
Removed from
35 SAN 505156 2901 CASTLE WOODS LN Seal/Grout Manhole Jun-16 the progam,per NA
OK inspection
36 SAN 505158 3032 CASTLE WOODS LN Replace Manhole Lid Jun-16 Feb-16
Removed from
37 SAN 505047 3513 COPPER FIELD Seal/Grout Manhole Jun-16 the progam,per NA
OK inspection
Removed from
38 SAN 505181 3300 DAVID DR Seal/Grout Manhole Jun-16 the progam,per NA
OK inspection
Removed from
39 SAN 506840 0 DAVID DR Seal/Grout Manhole Jun-16 the progam,per NA
OK inspection
Removed from
40 SAN 505113 3008 HUNTINGTON DR Seal/Grout Manhole Jun-16 the progam,per NA
OK inspection
Removed from
41 SAN 505112 3008 HUNTINGTON DR Replace Manhole Lid Jun-16 the progam,per NA
OK inspection
42 Seal{6reuM4awHele
SAN 506856 0 JOHN F KENNEDV RD Jun-16 Feb-16
43 Replace MH Lid Only
44 SAN 505277 2345 JOHN F KENNEDV RD Replace Manhole Lid Jun-16 Feb-16
45 SAN 505077 3199 JOHN F KENNEDV RD Replace Manhole Lid Jun-16 Feb-16
Removed from
46 SAN 500382 3361 JOHN F KENNEDV RD Seal/Grout Manhole Jun-16 the progam,per NA
OK inspection
47 SAN 504985 2659 JOHN F KENNEDV RD Replace Manhole Lid Jun-16 June 2016
48 SAN 504987 2639 JOHN F KENNEDV RD Replace Manhole Lid Jun-16 August 2016 August 2016
49 SAN 504991 2571 JOHN F KENNEDV RD Seal/Grout Manhole Jun-16 August 2016 August 2016
50 SAN 505281 2333 JOHN F KENNEDV RD Replace Manhole Lid Jun-16 Feb-16
51 San 505180 2935 JOHN F KENNEDV RD Seal/Grout Manhole Jun-16 June 2016
52 San 505179 2926 JOHN F KENNEDV RD Replace Manhole Lid Jun-16 Feb-16
53 San 505083 2995 JOHN F KENNEDV RD Replace Manhole Lid Jun-16 Feb-16
54 San 505085 2995 JOHN F KENNEDV RD Replace Manhole Lid Jun-16 Feb-16
55 San 505080 3057 JOHN F KENNEDV RD Replace Manhole Lid Jun-16 Feb-16
56 SAN 505079 3169 JOHN F KENNEDV RD Replace Manhole Lid Jun-16 Feb-16
57 SAN 505078 3150 JOHN F KENNEDV RD Replace Manhole Lid Jun-16 Feb-16
7-59
58 SAN 505081 3038 JOHN F KENNEDV RD Replace Manhole Lid Jun-16 Feb-16
59 SAN 505084 2986 JOHN F KENNEDV RD Replace Manhole Lid Jun-16 Feb-16
Removed from
60 SAN 504853 2885 JOHN F KENNEDV RD Seal/Grout Manhole Jun-16 the progam,per NA
OK inspection
61 SAN 501710 2125 JUDSON DR Replace Manhole Lid Jun-16 Feb-16
62 SAN 501700 2120 JUDSON DR Replace Manhole Lid Jun-16 Feb-16
63 SAN505201 3074 KANECT Seal/GroutManhole Jun-16 June2016
Removed from
64 SAN 505199 3105 KANE CT Seal/Grout Manhole Jun-16 the progam,per -
OK inspection
65 SAN 505203 3038 KANE CT Replace Manhole Lid Jun-16 June 2016
_i i�._...
,-`�',�"""`'''
66 SAN 506420 2970 KANEST Jun-16 Feb-16
Replace MH Lid
Removed from
67 SAN505213 2920 KATRINACIRCLE Seal/GroutManhole Jun-16 theprogam,per -
OK inspection
68 SAN504875 3165 KAUFMANNAVE Seal/GroutManhole Jun-16 June2016
69 SAN 504863 2477 KAUFMANN AVE Replace Manhole Lid Jun-16 Feb-16
70 SAN 505291 3189 KAUFMANN AVE Replace Manhole Lid Jun-16 Feb-16
�a
71 SAN504864 3035 KAUFMANNAVE Jun-16 Feb-16
Replace Manhole Lid
72 SAN 500382 3361 KENNEDV RD Replace Lid Bolts Jun-16 Jun-15
Removed from
73 San506906 3170 KERRVCr Seal/GroutManhole Jun-16 theprogam,per -
OK inspection
Removed from
74 San 505244 3000 LINDALE ST Seal/Grout Manhole Jun-16 the progam,per -
OK inspection
Error—Pipe
35 2�S6d � dun-&6 Segment.5ee -
Section 7.4.5
76 SAN 504424 3260 RAVEN OAKS DR Replace Manhole Lid Jun-16 Feb-16
Removed from
77 SAN 504423 2691 RAVEN OAKS DR Seal/Grout Manhole Jun-16 the progam,per -
OK inspection
Removed from
78 SAN 504425 2691 RAVEN OAKS DR Seal/Grout Manhole Jun-16 the progam,per -
OK inspection
Removed from
79 San 504428 2691 RAVEN OAKS DR Seal/Grout Manhole Jun-16 the progam,per -
OK inspection
Removed from
80 San 504429 2691 RAVEN OAKS DR Seal/Grout Manhole Jun-16 the progam,per -
OK inspection
Removed from
81 San 504427 2691 RAVEN OAKS DR Seal/Grout Manhole Jun-16 the progam,per -
OK inspection
82 San504430 2685 RAVENOAKSDR Seal/GroutManhole Jun-16 June2016
Removed from
83 SAN 505161 2826 SPRING OAKS Cr Seal/Grout Manhole Jun-16 the progam,per -
OK inspection
Removed from
84 SAN 505169 2933 SPRING OAKS Cr Seal/Grout Manhole Jun-16 the progam,per -
OK inspection
7-60
Removed from
85 SAN 505170 2933 SPRING OAKS Cr Seal/Grout Manhole Jun-16 the progam,per -
OK inspection
Removed from
86 SAN 504789 3170 SPRING VALLEV RD Seal/Grout Manhole Jun-16 the progam,per -
OK inspection
87 SAN 505182 3297 SPRING VALLEV RD Replace Manhole Lid Jun-16 Feb-16
88 SAN 505122 3049 SPRING VALLEV RD Replace Manhole Lid Jun-16 June 2016
89 SAN 505183 3297 SPRING VALLEV RD Seal/Grout Manhole Jun-16 June 2016
Removed from
90 SAN 504851 3375 SUNSET PARKCIRCLE Seal/Grout Manhole Jun-16 the progam,per -
OK inspection
Removed from
91 SAN 506725 3395 SUNSETPARKCIRCLE Seal/GroutManhole Jun-16 theprogam,per -
OK inspection
92 San 504787 2811 SUNSET PARKCIRCLE Replace Manhole Lid Jun-16 Feb-16
93 San505061 2749 TIFFANVCT Seal/GroutManhole Jun-16 August2016 August2016
Removed from
94 SAN505060 2724 TIFFANVCT Seal/GroutManhole Jun-16 theprogam,per -
OK inspection
95 SAN 504966 3406 WALLER ST Seal/Grout Manhole Jun-16 August 2016 August 2016
Removed from
96 SAN 504968 3494 WALLER ST Seal/Grout Manhole Jun-16 the progam,per -
OK inspection
97 SAN 504886 3135 WESTMORE DR Replace��MH Lid�e �un-16 Feb-16
98 SAN 505264 2266 WOODL4WN ST Replace��MH Lid�e �un-16 Feb-16
7.4.4 Sewershed 5 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 Apri12016, and a final completion date.
During the reporting period three manholes were corrected. All corrections have been completed.
Modified Final
line Tentative
ManholeNo. Lowtion CorrectiveAction Completion Completion
No. Completion Date
Date Date
Corter RD DB West
1 SAN504890 CarterRd.Detention ManholeGroutingand �une2015 Ju1y2015 Ju1y2015
Seal
2 SAN504893 CarterRd.Detention NewConeandBarrel June2015-M/Hon November November
Sectionsrequired Backorder 2015 2015
3 SAN504892 CarterRd.Detention ReplaceManhole 1une2015-M/Hon November November
Backorder 2015 2015
4 SAN504894 CarterRd.Detention ManholeGroutingand �une2015 Ju1y2015 Ju1y2015
Seal
5 SAN504790 CarterRd.Detention NewConeandBarrel June2015-M/Hon November November
Sectionsrequired Backorder 2015 2015
6 SAN504791 CarterRd.Detention NewConeandBarrel June2015-M/Hon November November
Sectionsrequired Backorder 2015 2015
7-61
7 SAN506722 CarterRd.Detention ManholeGroutingand �une2015 Ju1y2015 Ju1y2015
Seal
8 SAN506723 CarterRd.Detention ManholeGroutingand �une2015 Ju1y2015 Ju1y2015
Seal
9 SAN504788 CarterRd.Detention ReplaceManhole �une2015—M/Hon August2016 June2016
Back order
10 SAN504793 CarterRd.Detention ReplaceManhole �une2015—M/Hon �une2016 June2016
Back order
11 SAN507219 CarterRd.Detention ReplaceManhole �une2015—M/Hon �une2016 June2016
Back order
12 SAN504792 CarterRd.Detention ManholeGroutingand �une2015 Ju1y2015 Ju1y2015
Seal
Corter Rd DB South
1 SAN504891 CarterRd.Detention ManholeGroutingand �une2015 Ju1y2015 Ju1y2015
Seal
2 SAN504895 CarterRd.Detention NewConeandBarrel June2015—M/Hon November November
Sections Backorder 2015 2015
3 SAN504896 CarterRd.Detention NewConeandBarrel June2015—M/Hon November November
Sections Backorder 2105 2105
4 SAN504897 CarterRd.Detention ManholeGroutingand �une2015 Ju1y2015
Seal
5 SAN504885 CarterRd.Detention ManholeGroutingand �une2015 Ju1y2015
Seal
6 SAN504887 CarterRd.Detention ManholeGroutingand �une2015 Ju1y2015
Seal
7 SAN504888 CarterRd.Detention ManholeGroutingand �une2015 Ju1y2015
Seal
8 SAN504889 CarterRd.Detention ManholeGroutingand �une2015 Ju1y2015
Seal
9 SAN504876 CarterRd.Detention ManholeGroutingand �une2015 February February
Seal&New Frame 2016 2016
10 SAN504878 CarterRd.Detention ManholeGroutingand �une2015 February February
Seal&New Frame 2016 2016
7.4.5 Sewershed 5 Sanitary Sewer Corrections
The City has completed sanitary sewer main rehabilitation of approximately 13,4441ineal feet
along with any necessary point repairs in the following Sewershed 5 sub-basins. The contract was
awarded and completed by SAK Construction of Missouri. 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 Completion Final
Sub Area P�Pe Name U/5 Manhole D/5 Manhole Street Diameter Length Date �ompletion
Date
5--1 SAN P 04807 SAN 504909 SAN 504907 CARTER RD 18" 482 August 2016 June 2016
5--1 SAN P 04806 SAN 504910 SAN 504909 CARTER RD 18" 444 August 2016 June 2016
5--1 SAN P 04805 SAN 504911 SAN 504910 CARTER RD 18" 82 August 2016 June 2016
5--1 SAN P 04804 SAN 504912 SAN 504911 CARTER RD 18" 135 August 2016 June 2016
5--1 SAN P 04803 SAN 504913 SAN 504912 CARTER RD 18" 236 August 2016 June 2016
5--1 SAN P 04801 SAN 504914 SAN 504913 CARTER RD 18" 323 August 2016 June 2016
5--1 SAN P 04799 SAN 504917 SAN 504915 CARTER RD 18" 383 August 2016 June 2016
7-62
5--1 SAN P 04797 SAN 504918 SAN 504917 CARTER RD 18" 202 August 2016 June 2016
5--1 SAN P 04796 SAN 504919 SAN 504918 CARTER RD 18" 196 August 2016 June 2016
5--1 SAN P 04795 SAN 504920 SAN 504919 CARTER RD 18" 231 August 2016 June 2016
5--1 SAN P 04794 SAN 504921 SAN 504920 CARTER RD 18" 194 August 2016 June 2016
5--1 SAN P 04751 SAN 504922 SAN 504921 CARTER RD 18" 152 August 2016 June 2016
5--3 SANP05832 SAN505126 SAN505129 Arbo�rOaks $ 206 August2016 June2016
5--3 SANP05840 SAN505134 SAN505135 ArborOaks $ 124 August2016 June2016
Dr Esmt.
5--3 SANP05843 SAN505135 SAN504892 ArborOaks $ 104 August2016 June2016
Dr Esmt.
5--3 SANP06426 SAN505268 SAN505255 Chip�fewa 10 366 August2016 June2016
5--3 SANP06428 SAN505271 SAN505268 Chip�fewa $ Zgg qugust2016 June2016
5--3 SANP04790 SAN504880 SAN504879 EverDgreen 10 356 August2016 June2016
5--3 SANP06413 SAN505272 SAN505254 EverDgreen $ q�3 August2016 June2016
5--3 SANP06415 SAN505254 SAN504880 EverDgreen 10 414 August2016 June2016
Glenview
5--3 SANP06490 SAN505016 SAN505015 8 144 August2016 June2016
Cir
5--3 SANP06491 SAN505015 SAN505017 Mary�wood $ 149 August2016 June2016
5--3 SANP06090 SAN505193 SAN505194 HickoryHill 8 167 August2016 June2016
5--3 SANP05769 SAN505079 SAN505080 1FKEsmt 8 293 August2016 June2016
5--3 SANP05777 SAN505080 SAN505082 1FKEsmt 8 283 August2016 June2016
5--3 SANP05776 SAN505082 SAN505083 1FKEsmt 8 137 August2016 June2016
5--3 SANP05775 SAN505085 SAN505083 1FK 8 109 August2016 June2016
5--3 SANP05770 SAN505083 SAN505180 1FK 8 276 August2016 June2016
5--3 SAN P 06511 SAN 505202 SAN 505200 Kane Ct 8 271 August 2016 June 2016
5--3 SAN P 06507 SAN 505200 SAN 505201 Kane Ct 8 137 August 2016 June 2016
5--3 SAN P 06096 SAN 505198 SAN 505028 Kane Ct 8 101 August 2016 June 2016
5--3 SAN P 06097 SAN 505028 SAN 505200 Kane Ct 8 389 August 2016 June 2016
5--3 SAN P 06410 SAN 505260 SAN 505257 Karen Ct 8 274 August 2016 June 2016
5--3 SANP06408 SAN505242 SAN504880 Lindale 8 314 August2016 June2016
5--3 SANP06438 SAN505245 SAN505244 Lindale 8 283 August2016 June2016
5--3 SANP06441 SAN505243 SAN505242 Lindale 8 221 August2016 June2016
5--3 SANP06444 SAN505250 SAN505241 Martin 8 299 August2016 June2016
Martin
5--3 SANP06926 SAN505291 SAN506802 Esmt $ 130 August2016 June2016
7-63
5--3 SANP06482 SAN505000 SAN504999 Mary�wood $ 236 August2016 June2016
5--3 SAN P 04665 SAN 504436 SAN 506723 RAVEN $ 146 October
OAKS 2014
5--3 SAN P 04666 SAN 506723 SAN 506722 RAVEN $„ bZ October
OAKS 2014
5--3 SAN P 04741 SAN 507219 SAN 504793 RAVEN 1Z„ 33Z October
OAKS 2014
5--3 SAN P 04743 SAN 504793 SAN 504743 RAVEN 12" 335 October
OAKS 2014
5--3 SAN P 04745 SAN 504788 SAN 506722 RAVEN 12„ 408 October
OAKS 2014
5--3 SAN P 04747 SAN 506722 SAN 504791 RAVEN 12" 151 October
OAKS 2014
5--3 SAN P 04754 SAN 504791 SAN 504790 RAVEN 1Z„ 146 October
OAKS 2014
5--3 SANP04782 SAN504869 SAN504876 KAUFMANN 12" 324 October
2014
5--3 SANP04783 SAN504876 SAN504878 KAUFMANN 12" ZO October
2014
5--3 SAN P 04784 SAN 504878 SAN 504889 KAUFMANN 12" ZZ9 October
2014
5--3 SANP04787 SAN504889 SAN504888 KAUFMANN 12" 95 October
2014
5--3 SANP04788 SAN504888 SAN504887 KAUFMANN 12" 105 October
2014
5--3 SANP04759 SAN504887 SAN504885 KAUFMANN 12" 155 October
2014
5--3 SAN P 04760 SAN 504885 SAN 504897 KAUFMANN 12" 385 October
2014
5--3 SAN P 04761 SAN 504897 SAN 504896 KAUFMANN 12" 121 October
2014
5--3 SANP04762 SAN504896 SAN504895 KAUFMANN 12" 211 October
2014
5--3 SAN P 04763 SAN 504895 SAN 504891 KAUFMANN 12" 212 October
2014
5--3 SAN P 04752 SAN 5 04891 SAN 504890 CARTER RD 12" 153 October
2014
5--3 SAN P 04756 SAN 504894 SAN 504893 CARTER RD 12" gg October
2014
5--3 SAN P 04757 SAN 504893 SAN 504890 CARTER RD 12" 162 October
2014
7.5 SEWERSHED 10 CORRECTIVE ACTION PLAN SCHEDULE
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 addition, to working
with private property owners the City is conducting improvements to the public sanitary sewer
system. 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 far the public
improvements.
7-64
7.5.1 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.
Corrected
LineNo. HNoSe StreetName Defect CorrectiveAction andRessed
Inspection
1 9 E 26TH ST Flexhose Replace Hose with Rigid Pipe Yes
2 2450 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
6 2532 JACKSON ST Flexhose Replace Hose with Rigid Pipe Yes
7 2720 JACKSON ST Flexhose Replace Hose with Rigid Pipe Yes
S S09 RHOMBERG AVE Flexhose Replace Hose with Rigid Pipe Yes
9 2527 WASHINGTON ST Flexhose Replace Hose with Rigid Pipe Yes
10 2565 WASHINGTON ST Flexhose Replace Hose with Rigid Pipe Yes
11 2605 WASHINGTON ST Flexhose Replace Hose with Rigid Pipe Yes
12 2615 WINDSORAVE Flexhose Replace Hose with Rigid Pipe Yes
13 705 E 22ND ST Roof Drain to Sanitary Disconnect and Cap Drain Yes
14 2540 CENTRALAVE Stairwell drain to Cover stairwell or pipe to open or yes
sanitary storm sewer
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
1S 2413 JACKSON ST Sump to Sanitary Disconnect and discharge to open air No
19 2951 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 WINDSORAVE SumptoSanitary Disconnectanddischargetoopenair Yes
27 2254 JACKSON ST Yard Drain to Sanitary Disconnect and discharge to open air Yes
2S 2503 WINDSORAVE Yard Drain to Sanitary Disconnect and discharge to open air Yes
29 3056 WHITE ST Broken Clean Out Repair or replace Clean Out Yes
Driveway drain to
30 S66 HARLAN ST Disconnect and discharge to open air Yes
sanitary
31 729 LINCOLN AVE Exterior Drain to Disconnect and discharge to open air Yes
Sanitary
32 1450 RHOMBERG AVE Exterior Drain to Disconnect and discharge to open air Yes
Sanitary
7-65
33 702 RIES ST Exterior Drain to Disconnect and discharge to open air Yes
Sanitary
34 2935 BURLINGTON Exteriorstairwell Coverstairwell orpipetoopenor yes
storm sewer
35 2450 ELM ST flex hose Replace Hose with Rigid Pipe Yes
36 2552 CENTRAL AVE Flexhose Replace Hose with Rigid Pipe Yes
37 2706 CENTRAL AVE Flexhose Replace Hose with Rigid Pipe Yes
3S 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
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 2STH ST Flexhose Replace Hose with Rigid Pipe Yes
4S 2715 ELM ST Flexhose Replace Hose with Rigid Pipe Yes
49 2735 ELM ST Flexhose Replace Hose with Rigid Pipe Yes
50 2536 ELM ST Flexhose Replace Hose with Rigid Pipe Yes
51 2540 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
SS 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 2615 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 2657 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
6S 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
7-66
73 2764 JACKSON ST Flexhose Replace Hose with Rigid Pipe Yes
74 2776 JACKSON ST Flexhose Replace Hose with Rigid Pipe Yes
75 2504 JACKSON ST Flexhose Replace Hose with Rigid Pipe Yes
76 2529 JACKSON ST Flexhose Replace Hose with Rigid Pipe Yes
77 2967 JACKSON ST Flexhose Replace Hose with Rigid Pipe Yes
7S 3110 JACKSON ST Flexhose Replace Hose with Rigid Pipe Yes
79 3111 JACKSON ST Flexhose Replace Hose with Rigid Pipe Yes
SO 3125 JACKSON ST Flexhose Replace Hose with Rigid Pipe Yes
S1 SOS LINCOLN AVE Flexhose Replace Hose with Rigid Pipe Yes
S2 1527 LINCOLN AVE Flexhose Replace Hose with Rigid Pipe Yes
S3 2515 PINARD ST Flexhose Replace Hose with Rigid Pipe Yes
S4 1613 PRESCOTT ST Flexhose Replace Hose with Rigid Pipe Yes
SS 1613 PRESCOTT ST Flexhose Replace Hose with Rigid Pipe Yes
S6 2316 PRINCE ST Flexhose Replace Hose with Rigid Pipe Yes
S7 S09 RHOMBERG AVE Flexhose Replace Hose with Rigid Pipe Yes
SS 2527 WASHINGTON ST Flexhose Replace Hose with Rigid Pipe Yes
S9 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 2565 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
9S 2570 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 2550 WHITE ST Flexhose Replace Hose with Rigid Pipe Yes
104 2516 WINDSORAVE Flexhose Replace Hose with Rigid Pipe Yes
105 2515 WINDSORAVE Flexhose Replace Hose with Rigid Pipe Yes
106 2543 WINDSORAVE Flexhose Replace Hose with Rigid Pipe Yes
107 2615 WINDSORAVE Flexhose Replace Hose with Rigid Pipe Yes
10S 2245 PRINCE ST Roof and Yard Drain to Disconnect and discharge to open air Yes
Sanitary
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 2523 WHITE ST Roof Drain to Sanitary Disconnect and discharge to open air Yes
113 2230 CENTRALAVE Sump to Sanitary Disconnect and discharge to open air Yes
7-67
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 SS7 EDISON ST Sump to Sanitary Disconnect and discharge to open air Yes
117 SS7 EDISON ST Sump to Sanitary Disconnect and discharge to open air Yes
11S 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 22SS 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
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
12S 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 2951 JACKSON ST Sump to Sanitary Disconnect and discharge to open air Yes
131 2957 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 S40 LAWTHER ST Sump to Sanitary Disconnect and discharge to open air Yes
134 S13 LINCOLN AVE Sump to Sanitary Disconnect and discharge to open air Yes
135 S13 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
13S 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 S16 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
14S 2575 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 2SS6 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
�-6g
155 2424 WINDSORAVE SumptoSanitary Disconnectanddischargetoopenair Yes
156 2513 WINDSORAVE SumptoSanitary Disconnectanddischargetoopenair Yes
157 2995 WINDSORAVE SumptoSanitary Disconnectanddischargetoopenair Yes
Sump to Sanitary has a
15S 2722 WASHINGTON ST second sump with Disconnect and discharge to open air Yes
flexhose
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 2254 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 WINDSORAVE Yard Drain to Sanitary Disconnect and discharge to open air Yes
7.5.2 Sanitary Smoke Testing: Private Property Defects and Corrections
There are 55 private property sites 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 House Completed
No. No. Street Name Ownership Smoke Observed from: Corrective Action yes/No
1 720 E 22ND ST Private Sanitary sewer cleanout Replace cleanout cap No
Lawn space,possible Assist Property Owner with CCN
2 2600 BRECHT LN Private Sanitary sewer lateral Inspection and,if applicable No
financial assistance
3 2950 BRUNSWICK ST Private Roof drain Reroute to go to storm sewer or No
on grass
Assist Property Owner with CCN
4 2954 BRUNSWICK ST Private Sidewalk Inspection and,if applicable No
financial assistance
5 2954 BRUNSWICK ST Private Roof drain Reroute to go to storm sewer or No
on grass
BURLINGTON Assist Property Owner with CCN
6 2937 ST Private Building foundation Inspection and dye testing,and if No
applicable financial assistance
BURLINGTON Lawn space,possible Assist Property Owner with CCN
7 3040 ST Private Sanitary sewer lateral Inspection and,if applicable No
financial assistance
S 2772 CENTRALAVE Private Sanitary sewer cleanout Replace cleanout cap No
9 2524 CENTRALAVE Private Sanitary sewer cleanout Fix cleanout manhole No
10 2SS0 CENTRALAVE Private Sanitary sewer cleanout Replace cleanout cap No
7-69
11 2905 CENTRALAVE Private Sanitary sewer cleanout Fix cleanout manhole No
12 3066 CENTRALAVE Private Sanitary sewer cleanout Replace cleanout cap No
13 520 CLINTON ST Private Sanitary sewer cleanout Replace cap No
14 S01 DAVISST Private Sanitarysewermanhole Replacemanholelid 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
Adjacent to property qssist Property Owner with CCN
1S 714 HENNEPIN ST Private foundation,possible Inspection and,if applicable No
Sanitary sewer lateral or
foundation drain financial assistance
19 2513 JACKSON ST Private Roof drain Reroute to go to storm sewer or No
on grass
20 3091 JACKSON ST Private Sanitary sewer cleanout Replace cleanout No
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
Verify if the pipe can be safely
24 S29 LAWTHER ST Private Vent pipe? capped or remove pipe.Check No
with Building Dept.
Assist Property Owner with CCN
25 3106 LEMON ST Private Sanitary sewer lateral Inspection and,if applicable No
financial assistance
26 7pq STOVIDENCE private Sanitary sewer cleanout Replace cleanout cap No
PROVIDENCE Assist Property Owner with CCN
27 706 ST Private Water service stop box Inspection of lateral and,if No
applicable financial assistance
2S 2245 PRINCE ST Private Roof/yard drain Plug drain and redirect flow No
overland
29 2529 QUEEN ST Private Sanitary sewer cleanout Replace cleanout cap No
Assist Property Owner with CCN
30 705 RIES ST Private Sanitary sewer lateral Inspection and,if applicable No
financial assistance
31 2155 ROOSEVELTST Private Sanitarysewermanhole Replacemanholelid No
32 2375 ROOSEVELTST Private Sanitarysewermanhole Replacemanholelid No
Assist Property Owner with CCN
33 190 SAUNDERS ST Private Yard Drain Inspection and,if applicable No
financial assistance
Assist Property Owner with CCN
34 2416 STAFFORD ST Private Building foundation Inspection and,if applicable No
financial assistance
35 2512 STAFFORD ST Private Sanitary sewer cleanout Replace cleanout cap No
36 S20 STRAUSS ST Private Roof drain Reroute to go to storm sewer or No
on grass
7-70
37 2600 WASHINGTON private Storm sewer catch Reroute to go to storm sewer or No
ST basin/inlet plug
3S 2553 WHITE ST Private Cistern Disconnect cistern from sanitary No
sewer
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 2554 WHITEST Private SanitarySewerCleanout Replacecleanoutcap No
42 2SSS WHITE ST Private Sanitary sewer cleanout Replace cleanout cap No
43 3056 WHITE ST Private Sanitary sewer cleanout Replace cleanout cap No
44 2513 WINDSORAVE Private Waterservice stop box Replace cap No
45 2715 WINDSORAVE Private Sanitarysewercleanout Fixcleanoutmanhole No
46 3300 WINDSORAVE Private Roof drain 1 Reroute to go to storm sewer or No
on grass
47 3300 WINDSORAVE Private Roof drain 2 Reroute to go to storm sewer or No
on grass
4S 3300 WINDSORAVE Private Yard Drain Reroute to go to storm sewer or No
on grass
49 3390 WINDSORAVE Private San.sewer manhole 1 Replace open pick hole lid No
50 3390 WINDSORAVE Private San.sewer manhole 2 Replace manhole lid No
Storm sewer catch Dye Test Catch Basin while
51 3390 WINDSORAVE Private No
basin/inlet televisingsanitarysewer
52 3390 WINDSORAVE Private Sanitaryse3erManhole Replacemanholelid No
53 3390 WINDSORAVE Private SanitarySe�ermanhole Replacemanholelid No
54 3390 WINDSORAVE Private Sanitarysesermanhole Replacemanholelid No
Air conditioner exhaust Verify if the pipe can be safely
55 3390 WINDSORAVE Private modifiedtopreventstormwater No
pipe
from entering.
7.5.3 Sewershed 10 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 throughoutthe
Sewershed, which reflects consistent aging of the system, with no one area in greater need than
another. The tentative completion date reflects when funding may be available which may be
subject to the sale of bonds ar 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. Fifteen manholes were improved during the reporting period.
Line Manhole S�B Tentative Final
SWRSHED Nearest St.Address Corrective Action Completion Completion
No. No.
NO. Date Date
AMELIA Replace manhole lid and install September
1 SAN500230 10 - 5 1735 CIRCLE chimneyseal z01� May2017
7-71
Replace or rehab Brick MH and December September
2 SAN S 07660 10 - 4 2746 BURDEN ST Replace manhole lid and install z017 2017
chimney seal
Replace or rehab Brick MH and December November
3 SAN S 06053 10 - 4 2S3S BURDEN ST Replace manhole lid and install z017 2016
chimney seal
Replace or rehab Brick MH and December October
4 SAN S 06159 10 - 4 S6S DAVIS ST Replace manhole lid and install z017 2017
chimney seal
Replace or rehab Brick MH and December November
5 SAN S 06192 10 - 4 S6S DAVIS ST Replace manhole lid and install z017 2016
chimney seal
Replace or rehab Brick MH and December September
6 SAN S 06191 10 - 4 S6S DAVIS ST Replace manhole lid and install z017 2017
chimney seal
7 SAN S 06591 10 - 4 940 DAVIS ST Replace manhole lid and install September May 2017
chimney seal 2017
S SAN S 06SS4 10 - 4 960 DAVIS ST Replace manhole lid and install September May 2017
chimney seal 2017
Replace or rehab Brick MH and December
9 SAN S 06SS5 10 - 4 996 DAVIS ST Replace manhole lid and install 2017 May 2017
chimney seal
10 SAN S 00665 10 - 4 470 EDITH ST Replace manhole lid and install September May 2017
chimney seal 2017
Replace or rehab Brick MH and December October
11 SAN S 06671 10 - 1 2540 ELM ST Replace manhole lid and install z017 2017
chimney seal
12 SAN S 07155 10 - 4 S35 EUCLID ST Replace manhole lid and install September May 2017
chimney seal 2019
Replace or rehab Brick MH and December November
13 SAN S 06079 10 - 4 S40 GOETHE ST Replace manhole lid and install z017 2017
chimney seal
14 SAN S 06065 10 - 4 S46 HARLAN ST Replace manhole lid and install September October
chimneyseal 2019 2017
15 SAN S 00223 10 - 4 1640 JUSTIN LN Replace manhole lid and install September October
chimneyseal 2017 2016
16 SAN S 06493 10 - 3 3040 KEOKUK CT Replace manhole lid and install September May 2017
chimney seal 2017
17 SAN506492 10 - 3 3060 KEOKUKST Manholeremoved September Unknown
2017
1S SAN S 06425 10 - 3 3060 KEOKUK CT Replace manhole lid and install September May 2017
chimney seal 2017
19 SAN S 06435 10 - 3 3130 KEOKUK CT Replace manhole lid and install September October
chimneyseal 2017 2016
20 SAN S 06443 10 - 3 3150 KEOKUK CT Replace manhole lid and install September November
chimneyseal 2017 2016
21 SAN S 00295 10 - 5 1321 LINCOLN AVE Replace manhole lid and install September May 2017
chimney seal 2017
Replace or rehab Brick MH and December November
22 SAN S 06611 10 - 3 3040 LEMON ST Replace manhole lid and install z017 2017
chimney seal
7-72
MARQUETTE Replace or rehab Brick MH and December
23 SAN S 06143 10 - 1 2530 P� Replace manhole lid and install z01$
chimney seal
MARQUETTE Replace or rehab Brick MH and December
24 SAN S 06113 10 - 1 2546 P� Replace manhole lid and install z01$
chimney seal
MARQUETTE Replace or rehab Brick MH and December
25 SAN S 07159 10 - 1 2605 P� Replace manhole lid and install z01$
chimney seal
MARQUETTE Replace or rehab Brick MH and December
26 SAN S 06136 10 - 1 2620 P� Replace manhole lid and install z01$
chimney seal
MARQUETTE Replace or rehab Brick MH and December
27 SAN S 06131 10 - 1 2626 P� Replace manhole lid and install z01$
chimney seal
2S SAN S 06351 10 - 3 2990 OAK CREST DR Replace manhole lid and install September May 2017
chimney seal 2017
29 SAN S 06396 10 - 3 3025 OAK CREST DR Replace manhole lid and install September May 2017
chimney seal 2017
30 SAN S 06379 10 - 3 3050 OAK CREST DR Replace manhole lid and install September May 2017
chimney seal 2017
31 SAN S 06350 10 - 3 3055 OAK CREST DR Replace manhole lid and install September May 2017
chimney seal 2017
Replace or rehab Brick MH and December October
32 SAN S 06155 10 - 1 2469 PINARD ST Replace manhole lid and install z017 2017
chimney seal
Replace or rehab Brick MH and December November
33 SAN S 06109 10 - 4 2655 QUEEN ST Replace manhole lid and install z017 2017
chimney seal
34 SAN S 06475 10 - 3 215 SAUNDERS ST Replace manhole lid and install December November
chimneyseal 2017 2017
Replace or rehab Brick MH and December October
35 SAN S 06151 10 - 1 2413 STAFFORD ST Replace manhole lid and install z017 2017
chimney seal
Replace or rehab Brick MH and December October
36 SAN S 06145 10 - 1 2421 STAFFORD ST Replace manhole lid and install z017 2017
chimney seal
Replace or rehab Brick MH and
37 SAN S 06146 10 - 1 2511 STAFFORD ST Replace manhole lid and install December November
chimneyseal 2017 2017
3S SAN S 00234 10 - 5 ggqg SUNFLOWER Replace manhole lid and install September November
CIRCLE chimneyseal 2017 2016
39 SAN S 06410 10 - 3 2SSS TIMBER LINE Replace manhole lid and install September May 2017
chimney seal 2017
40 SAN S 06399 10 - 3 2944 TIMBER LINE Replace manhole lid and install September May 2017
chimney seal 2017
41 SAN S 00315 10 - 5 1356 THOMAS PL Replace manhole lid and install September May 2017
chimney seal 2017
42 SAN S 00313 10 - 5 13SS THOMAS PL Replace manhole lid and install September May 2017
chimney seal 2017
43 SAN S 00311 10 - 5 1430 THOMAS PL Replace manhole lid and install September November
chimneyseal 2017 2016
7-73
WAKE ROBIN Replace manhole lid and install September Complete,
44 SAN500244 10 - 5 1g�0 CIRCLE chimneyseal z01� dateun-
known
WASHINGTON Replace or rehab Brick MH and December November
45 SAN S 06615 10 - 1 2600 ST Replace manhole lid and install z017 2017
chimney seal
WASHINGTON Replace or rehab Brick MH and December October
46 SAN S 06757 10 - 1 2600 ST Replace manhole lid and install z017 2017
chimney seal
WASHINGTON Replace or rehab Brick MH and December November
47 SAN S 06662 10 - 1 2600 ST Replace manhole lid and install z017 2016
chimney seal
Replace or rehab Brick MH and December November
4S SAN 506055 10 - 1 2210 WINDSORAVE Replace manhole lid and install z017 2017
chimney seal
Replace or rehab Brick MH and December November
49 SAN 504634 10 - 1 2509 WINDSORAVE Replace manhole lid and install z017 2016
chimney seal
50 SAN 506064 10 - 4 2909 WINDSORAVE Replace manhole lid and install September May2017
chimney seal 2017
Replace or rehab Brick MH and December August
51 SAN 506144 10 - 1 2525 WINDSORAVE Replace manhole lid and install z017 2017
chimney seal
52 SAN 506133 10 - 1 2617 WINDSORAVE Replace manhole lid and install September November
chimneyseal 2017 2017
Replace or rehab Brick MH and December
53 SAN 506SS6 10 - 4 3196 WINDSORAVE Replace manhole lid and install 2017 May2017
chimney seal
54 SAN 500641 10 - 4 3475 WINDSORAVE Replace manhole lid and install September October
chimneyseal 2017 2016
55 SAN 500633 10 - 4 3475 WINDSORAVE Replace manhole lid and install September October
chimneyseal 2017 2016
7.5.4 Sewershed 10 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.
Tentative Final
Pipe Name U/S Manhole D/S Manhole Street Diameter Length Completion Completion
Date Date
SANP06005 SAN506146 SAN504634 MerzSt S 500 December November
2017 2016
SAN P 06763 SAN S 06556 SAN S 07221 Lemon St g 1S0 December September
2017 2017
SAN P 07475 SAN S 07221 SAN S 06603 Lemon St g 1S0 December September
2017 2017
SAN P 06770 SAN S 06603 SAN S 06633 Lemon St g 470 December September
2017 2017
SAN P 06761 SAN S 065SS SAN S 06556 Saunders St g 45 December September
2017 2017
SAN P 06757 SAN S 06593 SAN S 065SS Saunders St g 1z0 December September
2017 2017
7-74
SAN P 06760 SAN S 06599 SAN S 06593 Saunders St g S0 December September
2017 2017
SAN P 06759 SAN S 06604 SAN S 06599 Saunders St g 90 December September
2017 2017
SAN P 06755 SAN S 06473 SAN S 06604 Saunders St S 200 December September
2017 2017
SAN P 06747 SAN S 06476 SAN S 06473 Saunders St S 205 December September
2017 2017
SAN P 06746 SAN S 06475 SAN S 06476 Saunders St S 150 December September
2017 2017
SAN P 06749 SAN S 06465 SAN S 06475 Saunders St g 270 December September
2017 2017
SAN P 06745 SAN S 06415 SAN S 06465 Saunders St S 345 December September
2017 2017
SAN P 06S3S SAN S 06757 SAN S O4645 Klauer Bld- $ 25 December November
Wash&Elm 2017 2017
Klauer Bld- December November
SAN P 06537 SAN S 06615 SAN S 06757 Wash&Elm $ 1S0 2017 2017
SAN P 06536 SAN S 06662 SAN S 06615 Klauer Bld- $ 150 December November
Wash&Elm 2017 2017
SAN P 06535 SAN S 06655 SAN S 06662 Klauer Bld- $ 145 December November
Wash&Elm 2017 2017
SAN P 06533 SAN S 07550 SAN S 06655 Klauer Bld- $ 145 December November
Wash&Elm 2017 2017
Klauer Bld- December November
SAN P 07791 SAN S 06654 SAN S 07550 Wash&Elm $ 20 2017 2017
SAN P 06534 SAN S 07327 SAN 06654 27TH ST g 140 December November
2017 2017
SAN P 06529 SAN S 06645 SAN S 07327 ELM ST S 305 December November
2017 2017
SAN P 06520 SAN S 06642 SAN S 06645 ELM ST g 1S0 December November
2017 2017
SAN P 06519 SAN S O4650 SAN S 06642 ELM ST g 1g5 December November
2017 2017
SAN P 05976 SAN S 06125 SAN S 06127 Clinton St S 100 December September
2017 2017
SAN P 05977 SAN S 06127 SAN S 06126 Clinton St S 130 December September
2017 2017
SAN P 05675 SAN S 06126 SAN S 06125 Clinton St S 160 December September
2017 2017
SAN P 05967 SAN S 06122 SAN S 06121 Link St S 325 December September
2017 2017
SANP05975 SAN506111 SAN506127 Brunswick $ 350 December September
St 2017 2017
SAN P 05925 SAN S 06193 SAN S 06194 Edith St S 255 December September
2017 2017
SAN P 05929 SAN S 06194 SAN S 00627 Edith St g z�s December September
2017 2017
SAN P 06022 SAN S 06171 SAN S 06175 Thomas PI S 250 December November
2017 2017
SAN P 06021 SAN S 06175 SAN S 06175 Thomas PI S 260 December November
2017 2017
SAN P 06023 SAN S 06175 SAN S 07627 Thomas PI S 105 December November
2017 2017
SAN P 07SS0 SANS 07627 SAN S 06152 Thomas PI S 135 December November
2017 2017
SANP06024 SAN5061S2 SAN5061S3 ThomasPl g S5 December November
2017 2017
7-75
7.5.5 Sewershed 10 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
replacemenUrelocation 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 ofthose utilities,which may alterthe construction
schedule, if such a scheduling conflict occurs the City will provide additional information to the
USEPA and the DNR.
Tentative
Pipe Name U/S Manhole D/S Manhole Street Diameter Length Completion Completion
Date Date
SAN P 06764 SAN S 06575 SAN S 06577 30�h&Jackson S 65 December
2015
SAN P 06765 SAN S 06577 SAN S 06762 30`h&Jackson g zzs December
2015
SAN P 06766 SAN S 06762 SAN S 06763 30�h&Jackson g 95 December
2015
SAN P 06767 SAN S 06763 SAN S 06764 30`h&Jackson g 1�5 December
2015
SAN P 06765 SAN S 06764 SAN S 06765 30�h&Jackson S 200 December
2015
SAN P 06759 SAN S 06765 SAN S 07551 30�h&Jackson g 95 December
2015
SAN P 06790 SAN S 07551 SAN S 07552 30`h&Jackson g 75 December
2015
SAN P 06769 SAN S 07552 SAN S 07553 30�h&Jackson S 65 December
2015
SAN P 07757 SAN S 07553 SAN S 06766 30�h&Jackson g 45 December
2015
SAN P 06756 SAN S 06766 SAN S 06559 30�h&Jackson g S5 December
2015
SAN P 07722 SAN S 07544 SAN S 06197 Alley between $ 230 December
Harlan&Euclid 2015
SAN P 07156 SAN S 06131 SAN S 06136 Marquette Place S 130 December
2015
SAN P 07430 SAN S 06136 SAN S 07159 Marquette Place S 105 December
2015
SAN P 07157 SAN S 07159 SAN S 06113 Marquette Place S 200 December
2015
SAN P 071SS SAN S 06113 SAN S 06143 Marquette Place g z10 December
2015
7-76
8.0 CMOM Update
81 THE CMOM PROGRAM
The City of Dubuque's Capacity, Management, Operarion 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 ofthe 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
The City purchased software and approved an ordinance amendmentto supportthe 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 three public 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 exclusively 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$100 permitfee. The fee covers the
direct cost of staff time to perform inspections, managing the software and hardware, and vehicle
expenses. During the reporting period, grease was responsible for no overflows.
8-77
9.0 Assessments and Engineering Analyses
The City's Engineering Department, Public Works Department and Water &Resource Recovery
Center(W&RRC) staff continue to evaluate and analyze the sanitary sewer collection system and
W&RRC to ensure compliance with all legal requirements.
No new assessments or engineering analyses were completed during the reporting period.
9-78
APPENDIX A
FLOW METER LOCATION MAP
TDU$ E Cit -Wide Sewersheds �AGis �
Masterpiece on the Mississippi � ���������������������"���������������
Permanent SCADA Flow Meter Locations
Legend N ���R° �ER R4 A
RP� BURTONS �� 's'���9�s,� �'S'G
� City Limits �/ E FURNACERD Sewershed 5
SCADA Flow Meter �y Z
Flow Meters $ Sewershed 7A s'9GF �n Q' Sewershed 10
SCADA Flow Meter JQQ �� ,Q���� W ; ,�E SCADA Flow Meter
� Active D y � O�O� ��� F � �� R��SE�E�T o o N E 22nd Street
CEDAR R/DGE RD m Sewershed 7B <<y� `� vc�',� s S � ���
� Inactive � SCADA Flow Meter �a ENNEpy RD � 3 0o R`�cn
� Under Construction/Design � z�' <�e m< $
� m FiQj, m Sewershed 10
� � D��S�'ql��c �' �� PJ� SCADA Flow Meter
� DERBY GRANGE
� P HTS �� �'� DAv►S ST N��� `n o� Lincoln Ave
0 6 � � 2
DERBYGRANGERD � OR ST � � �C�`� 0��
0 0�o O�BEACH D � Q p ,� �t�P�' HIL S DR P 2 �'�� ;;�O� •j�C���,GS'�
m � �p�� �� a � �'�'N�J PR W= �,� N ;�ti$�� �� T���,� � sr
5 � �- �
� O�t�' s,� �SU s�� �� �Q � UFMPN 13 � . � �.�"`�`i Sewershed 10
� w �, ��G p� o �/LjF W a�Q' �, ►�' pVE � Hwy 61/151 SCADA Flow Meter
v -� F� �,s o � R�R ti 2� � �n O � .
� u, � �►��' � D YTON � _� v `�'� � � 9 Q�' ' _ R 36" Couler Line
VP�O� m �a � � m,'�- DR � oJ V � � ? P��� 7�� �9�N 16��S�AvR�
J� C9 �c�n_ p ASB RY RD Q p� V �R � >- � Q �3 y J�i�C'�U�ST E O,QN'4
�Q�� y ORREyR 3 F � � � 1 W a w � v � � S v 19
T S� � GE G�� c��ar � Y y.�� w V� �o GR��N = 11 N N� 1�,BVR�Z Sewershed 11
o O D Y z s � S� SCADA Flow Meter
� i
M TA/�y Z W �00 ,y P N NAVE � ��U A p z Z� q`�'9N,q UNI�EDE H�ST E 'I Z 'I H FSTh,S
- v� 'D oA Ft�V� R► 70 � O'W � RP�S W 3RD ST
� � N� 2 J(G����,�G y0 O ONP�� CRESCEN 6,Q�`1,(G `O�,�qR�s SOLpNST N �17=
� �R`� ��►P � M�� pR R/DGE T o Ns�ri COATES � 16 R�T N�,o �
HUMKE RD��✓F ���G V G�l �O�GE S'f � 'qR pR C��n ``���t GLEN S ZO � O
S�'coR S P v � � v �� m�v'cn �v��J 14 P L Y C OUT S GRAVEV/EW S e w e r s h e d 1 2
SCADA Flow Meter
J Q t�S� � Q Q Q- Q' T
> J� Q
OLD HIGHWAY RD �' � � Q��� ��E�N O ��B�<
l p Q- !i
�' k W P(�
1 inch = 5,000 feet ys�9�' r �'� � ���P�� F`�Y�N � QaQ� 15 �°R
e�v �t0 z �v' y G�� h
cn��a 0 � 3 P�� r ` pD�R �"� Z3�o �is+
>. V � �� GPgC+s� z ,o��OGry y� e� p�s+
2,o0m,000 0 2,000 4,000 6,000 8,000 10,000 Feet � CHESTERMAN RD � �RR��G �0��� ARrFR/q�c rF�'Q 'S'Fj�,+F`�/�c 9i2
D R h�s ,Ao
a%� ESTA R �� o R���R �AQvO SETTLERS LN
'A F` LN �E � pR -o
�`� �9 N � '������ � AN
DISCLAIMER:Thls Informatlon was mmplled �= Bp/ � O � � N � A`O 0 Q �
�o���e me o�e�a�e A�ea ceoe�avni�i�Fo�aeio�syseem '�QR N lll Q � � �� � W h
Acis�,wni�n i�d�d�dar���eaeed ev eom me ciev oF QZ w�Q .Z` W 0 Map P�epa�ed by
o�e�a�e a�d o�e�a�e co��N ie is��de�rood mae,wnue �D/� O (A F� � � N � v1 Z
y o qUe a� pa� pa g age�� Z W R Cit of Dubu u
mecir Fo�e� a ri�i ri� i��rwzeame �' � �I � F— O OAKLAND FARMS RD Z W RV ll► 4 � Y q
ieose�����,ea�da����aee��Fo�mae�o�a�auaeie,oAc�sa�d pW � O Q � �► W U' �'�P' y� Z m � EngineeringDivisio
s�,vvue�s do�oe wa��a�e me a���a o��,Re�a of ine Q �. Z
��fo�mac�o�o�daca�o�ca��ed ne�e�� me c�cv a�d Part��iPac��g �� W � O (9 Q � O lu Y � M� ), ~ � 50 West 13th Stree
aee��i�snau�oeeeneiauaeieFo�a�vai�e�e,i�ai�e�e,i��iae�eai, QZ � 0 �' LL I► U �` lV � � Dubuque,lowa52001
�sea��,eiai,v��iewe,o�sve�rei aamae�,wneme�Fo��eeaeieo� C,)� �
��Fo��eaeie,a�isi�eo�eoFmea�mo�izeao���a�eno�izea�seoF Z V � � � �� � Phone:(563)589-427
mis daea o�me i�aemev eo��enis dar�o�o�e oF a�v e�ead,oF �
wa��a�ry wnarsoe�e� Fax: 563 589-420
I
�
APPENDIX B
SE11eVVERSHED 5: LOCATION MAP
AIVD FL4W METER DATA
D�B--� E Sanitary Sewershed 5 DAGIS ,�
-• _ • tlTe Mississir• Zi�ltll Siih-Seli'eYsliec�s
�, �, , , � -
� - � a-
,�f?� � .. _ ..
, �,
� n•t:1 ��,� . ._� ti f �a�w'��� � I i�r � �[..: a
�-�,,- c7iER8Y"GRA�` _ a •�.•.
y; - ��' r ����� '�'���� � - - � r� . • �•.
C � . �����.'_.s ji. '� y ;r - �s���r �'�- T�� * � n
. � . '� � F' •�1 � +-° n
I�• �q` _ lV-' ' — ��- :�LR. ^�.�
:1 '�`� ,QS u .. �y = � ' �s�^
• , - , ,,. �,,,.-- _ .�,`�; B/TTERSWEETLN �'�'�.:� o�� . .�.
�y.�,.. r�-� _. ' << �f i� ' ����'�: �• • f'�� r � s '��
? +�� q� "�, �� m a. ��'.' ` , Yt� ,�,'�
�-���1"� � ' . ,, , • '
!1'.4.t�• '� � • 'G�i - .�r;l...;y.•,rr =, ' ��
•'!,}�, .. {� L.a�S_ • � �.,����"' :�`,.,.. ;�S _ y� •.'• � �.
':t f i� � n ' _
r i �,7• .'. .. . � _tij��y�'• }.j .'�-. i A�`�i . � - - ���
�-•a ��� ;�. :
�- �. ,, .��. . � I'".. ' 1 - ��� ,` +. �`t\
�.�� �;�a,E+ �:, �<', •:�l��flR'H1�5�' ,.� :� -- �a ` � 3 ,R
�, 7���.. ' �.r'. 'i. ,,:.-.
�7 . � r.� �••:+. ' --� � .. a�l'•. Y _ '�...f�. ..�,'4 � . ��:
,` � � .r , t��'=.�w . . ��R1P� ' _� ' � ,� :, ` . �.,�. ,�'�:';
� '� . ,,� .
. � @ -a R "•��'' �� =�`�' �" �`'
. � ` �,��p, �w�� � ' , �
i`: q _,r • (]� '-�' L�:� .. :-:
N , �,� pAVlD SPRNVG VALl.EY RC7 �s SA. ;�� }6 �. r�'� .�+• -
� { - . .'� y..i �i '�., �
�i �' � � �f����;r .S: �'.�1' i'..•; r
1' _ � .� � _•, � �•?�,, M_ �
{ � �I;,, �.. ti }� �:
q �" �`' ^! .°f�'�'
'�� . . .^���� r�:,�� ' � Mr '.: , �;..:'� s�.�
,y Y ;.ti:. ,�.1a�-
I��"�` ` �l ? � � _ � ��` [ �i� t�. .7_Ryl�s1 ry�, -i .`f.�•
� �} s � � �, +.. I �� .T'K���p�=
. �yry:��;. ` i � - �.�*;'`� . � _ - � p � �e� r ,C::,:C�I� �•;_
� . : � ;���_ �� ,. �; � . . _ �. q � � � a � ,., � -�t�rF_,�.; .��RR�p--' - r
1 � :.� - ���: � � a Vl. Z �"� � �� � r...����'i � r � ';;
�� y � c..•:' .;,E �. T
�. . 1 0� � x � i k~ - ..Q .. �. � .y �1 �.�e'. rn t• i'�L�,L,'••�'';�..: s" • ' i• -
+ -.}.� _, ' �, rn - _ • � o �, v� �., � C7F'��`y� ;� ,
,�,�, _ Z ; � � (r� � �:tih5�;-�`'r_a #'ir i'"�- .r .r
� � � 1�4;� � � ,�1.. � '. ' �_.. Y' 1 � �� � � �� V� `���:+J�n'.'-�'"ri� .�'� �` -.��r.
� '�e ' . m Rl - �_�``�'f[q[1�IV!/�.S�7VA��`::, ,,.• "v �!
4 EL� � r.',. � �
��^.. f }•� ^. �+ � - � '��,� ' J . •�� r�' S�S'. �^ � .� • � �L.
� . • .���, �.� � i�y�y_ ..i� . � . ��7'�` �, �� . .. . � �.�. �.�
',�'. _ 'k - rJ _ . .};., r� „ -4�' C7, ��.�Kr'," � �'�.-.'• �. +. g i
,�, _ - � � _ , . •: •.. _& 7' i, �w�=��; • , .. �
' �� c - Ct fa• i(,qJ4 �,. n r;�w„n �' ,rk"-,.. '` .' `�.
T �{ 'C�, � 'r'
;*•"� .�1 . .�' ��4�_... � �� � � .y�::'.� �). .�.` EN S � � �. � r. r �� ..� •.
'• :A -- •"�5 a_. ��'A rs►Y � �� ��9Q +E1 '�x�4 #;: ,i ' _�'
�': + + b �•.S/j•'��1. F.. {�y� �,• ��} ■ ,�
I.M-�`t7 s'4+�}'►,�'�+` RN � �f.�. '�:. b '� m , -���' •-•,'4 , '' ��
r� .�{ �t a.7:;�- ��: �..+� ��j�
,�_d ..�:��-� b +� � � 'k' n•'Z. n�A� - .x1� �' �ar��.� � .
'' •� ._ .. . � A} L T� � �{ "� . �.^-. - F�t�y .. . V '�� �'•T�`' ��' Y ��; .�'� .��.�.
�- •�� :,c.- -� �l - r :r13 �:•.•':' • ' _
r�� �• 3 IY��.
-r-. a� ��, ,r�-- '�►,• i.-
•i '��� ;:.:�,,: .� :,=_� :s.,m :�t�; .. � �s__� �� '� [:, � ���� �� .� •� ' a P
. . ��� . w, - � � �- . ,�.b .', 't1".� y=.� z;�� e�, �.t.,F g, �� r�r . �,,�:- �
� . , � �. ,� � _ � a� .*�_r �� ^� `�'"'
" "` °p � - �Y .D'.�� � - ...,��r � �.. �. ti ,f lRWaY p.R�' ��� -
- • •,:�� . ; � �- �.:' � • - '�''r,��: �1��'- ���.. rL' = i;.
_ _ � .:-s_.. .__ .. Y 'i�: " '.�'�r x�., ��y ��zro';^��x. :�•• ���-.i� ^� �, *�� •.J�� � , .
..�,-.-"'. ,� _�'�s:... ....1 "� ti,r. .r'�,ti 2�t'.�r'':: .�h .r.
N Sewershed Area y Map�rep�z,�, ��,�
5-3 =.,r��r���,�
F95in�a•-B C:.isicc
5 5-4 sc:^.�5•,sf-s��tr
. ,�e.p°<,�z W E o:�_a�� .=::a;z�=-
rsec`nocwarr�ne�me��icr,�ecyor<u�r v �ars �n,;-� b5�;`_Eb-a�0
'u ��data canro��m.a hereiu.The ary and uurtiaoA���ro } �_� �j—�j =ax .5�s�525�=�5
hall no[ba�eitl Ilabiu for'anY tllrect,Indirect,InciCantal,
I:ntial,punlUv=,ot sAPclal damn9as,wheCher foreseaabl�or " - - _ C^2r^^�: .
�' '' �c of:he aulhorize�or i.ii�au:iiarixe.d use vi � �=IS�e���C��:IC:��e35
.o�su[h;;Aata cr ovt o`any b�euch o! C� 5-2 �
J =er.cncc�C�5
rxe crry oF ��l. -- • ,p.a<..�e� �^
DuB�u� Permanent Flow Meter Locations DAGIS f
� �����[AFF,t c.�oaAv�ii�iry��Cah�it0'.srsltx
!�1n<trr icee nn.td�e,�1'i;�i:ed� r
" 'Y S��c�er Shed 5
�Q � �� '�e-+ -:.ti. �•'�v r .�l. -- r � - .
� - i � . �� � � �
�__._..---- �.• ,� � �Q`� -��:•. . ' / ,n
,�. ' � • 3�;� . f �� �;.� � � � ' - ,
3275 `�,� -� r � - 's ,. �
+ �� .� f � -3195.
�. ��'' ,` � '� �'� �� � .� ,� �� s�°�'r�
� � � 3� �� • �1'
' * � '` •''�
= , � y• .� .,�
, �
►�''�:���� .. , - ,� � .a �- � -
_. � ,. � ' .
� �� ��iy �, 1� 39 s6
. �� � .. � � 7 ��,�• ; .
- 3265 � '` . - ��
� ; Sewer Shed 5 -� � .
a'� Meter ��� ` $��� '� � � 'r � ,v
�I � �� - �
� 45 W 32nd � � �3� . � �� ' 31►77
�, r y �.
�
�7 C�=.Z/ - ti_, .� . . � �... , �7� �+
- ��� 7 . ` � ,� '`r.'e'.. 'R ��' - � '�
�, � � F
'�� + ��d� '� �
, R �}
�� ��.� � . .i. r "
,� � � � � ,.�...�^'�� .i e ~'f�• 1�, .
/ � � r �J-. n�. T I
� � f } •�
� ,
.�`_, �' _ �♦ ' . , �B ,:-
� � ��o� � �" � � � .
� .-.i
.i �,:".:�.�.�# f . .�
� '� + � ` � 3�;3� 'ti ;
,� ',
r •
,� � - q -
�� r G -.
ti�.. _ � `r, s
�.� st. �f C�
��- ,y: � r� .� � _ >-� � .
. � ��� , �j , �
o � , i - ��
�, _ � ti, i . , � s
.
. •
. • •
�. ;i •�
� _'� �1��= ' �' � •'1 � • .
._Info�mator.��l�:v�
-r:;�s; N - -c;�a"_`;;�dy oY o�t����d c�:v�, Map Prepared by:
UubUque nntl U�buque County.If Is un�crstoad that,w�:i���
!ne C�cy qf pubuquo and participating aqencie.uY1112aA m. Cil�Qf�Ut7UC�U@
:<[current and eccura[e NtormaClon avaliable,DAGIS arc � `w/ C Engineering Division
_c�appllcrs'tlo nov wa�runt the attu acy or currency of•�c � in ch - 50 feet vv �
nae��,�a�ea� �_a ne.e�„�Tne c-av a�a Nare���o:����9 50 West 13th Street
s shaii not be helo Ilahle for any direct,indirect,'mc�den:al Dubuque,lOW2 52001
��>aq�iienciel,puniclv=,or special pama9es�nhe[her faresexa0le 4�
zasm,�ansin9��a cr one a,�eno�;:ea'o���a�n,���:ec� 50 25 0 50 F82t Phone:(563)589-4270
.h��xta or[he�inabiilty to use�hl;oata cr out of anv brec�n c �
�,���a„rY�,na�sOeV�� Fax:(563)589-4205
Sewershed 5
.�
�sr wi�-o� �M���N
T
NO DATA
AVAILABLE DURING
OCTOBER 2017
� � RAINS �� �
� - - � � +� `1
„ ��,,� � _ .
, , ,
... � - - �
� �: � � �. �
Sewershed 5
Dry Weather Flow
_�zian�=z,a:xi�e-=-
R'%-1�'��»µ"�'�-AMISSIr ilnll.iz�a.'JG'JTM
SII
i4
35d
2i5
24
]219RAN 45iRRPM 2RARRAM 12v4RRPM 4l&RRPM i9:55AM
x�umia a:z:.sis arzs.sis arzs.sis arzs.sis xzbmis
1
APPENDIX C
SEWERSHED 7: LOCATION MAP
AND FLOW METER DATA
T'.'F _ .'F �. � e Sanitar Sewershed 7
Du� E y " DAGIS �
�s.i�.���SL�M
rn_._..,,......:..rnnv�rl»Mississiyr�� ZC�lf;i Sicb-Se�c�ershec�s � . .
.y� � , . . �.s .� - - .r-.
' �s:� _� ,::y,i•'w� . ,�.- �� ti. �ti �. •}.: 4 � � :. i
W 3PND 5T ' �� '��+�r� ti. << 1.. ��1,��' �,. �;� � • '� �r � .��,�� ..����.r,� y�� �s,ri�j .�i
- '� •. • -' �""'.+���� -i{'},"r y K ���.`"•:-���1���� +���� .� �j, i�� .r .� '�� ;�;Sr�•h iF` �•�{��S �%'�.t
.. nY, �` _, - i i a } '741{� • �r' �� .'� i d' `r.y;;-j� `.�S.:i�a�-;1'��r+ ��� r- .-}sc' i'�`*�'%�fr��'�t !ry'�+-
S�M�!ti�r .� � � �h`���'w����1 ��'�� ��.til.'':>;. '' yk t�� • �a��i� Rs r�r �''1�*{i
'�;;� �a: ¢ - x i `,r,"' `•�"�:•.y �.,..t�'T' a f s' .°�'�; �,_;��•;�I�4,,, :`�''�. ,,� !� r •; ."""'^'�e'.x!.�
•'+; i1�,: ;�, ..� , - `.c.. ''_• "�j- �� �•�f � ��.�Tf" • r��� ,7r��' , r j .� !' �.
• �+�' ` •'�• _ � �' ."��] -'?j� ��` ••' .'F , l'- ' :.Y � �+� .!/ • �r
�� � ��i• ,�.. . , •f� ��� ih`� C� ��• �.•'j.� '� • ��� �"
�•,� �r• ,1'• � ���-���nf• ^ �{/�•,���i/0 � � ����Y7}��•�^'� • '�/K� �Pt' ��A���;�*•.+�, � �•
� •�" �� 1� `/.��7•��.V .•r• .�y .,:¢�� �'d p 2� ��:..'- :�C:�� �.�'�', �` . I� 'r . !� ��.
�.�i�� �� T.` • t�y�- •��e S`��-' r.�'�ati �- ��. �Y..,�i� �� S ,'��`�'f ��i'Sw� �`��+ �i 4 � .}'"K
a s
f �� .��r�l r�.-::- �°' ��� -. ti �` '� ` y� '� - �` ':�',���n�)� . �r{7±���+��r �fh'��
F`• �� >'••� _ ' _� r. ��� �-• �� Y 'q'� .� Fs �.s��...��_p�,� S •1:i �''�` ��.�J��+t� ^�''+��" S�. .
...���� :. '. .. '��. ' . 'y�r` . � ,y �l� , � �
� ' �• nf=y � � �'!FZ -,:���',:"- y A'�+"'.� � �,� ��.+. �
_ !� � .$Af"$Z���Dl�fir.'�. '���+:�•�^� r,r z.:` �= ,p-..�' � .�„ �: � �y+•�i ' �' �•• 'rw
.�- *'+. £ ���� ��' �" � � . �. . `�y . �,; . :i
.;"-•5 � � ,'' .��d �-� ;.�=• '*' ,',:•r�3��;�'s�,�.�`����°. p!1 TMAM ST �� -!,�., r; •��[':�.y � r �' �'�`
C�f3�'EZI��y`�{_ �°�!."� • ' ":r',{y.�. xa�.r" „ ,';����):fryL� ` ,• x-;+y�r'^�''� !a+����}y�'� "`���-�; .ti +
s��� ry • �` .�� P l '� � .]•' ��, }'i •�F
�f tti , �•�"f 'ay�.�tiV�� L �' .�• n.. �.J�:_. �'�. � :�•-�'�^ '•. ��i v. ���.
+� �^.�+ s" � � ,+{a;3' �-�' '.��� �i c�� '�,v {•.�r �,• ,.J� �` �.:-,"��5..'`_ � r� i"`�`.
� 1r �� !,: ' i��T_" � —'�.�R��,?' l.-�!( �}v.���y,.;�°`' �t''��`,f�` �Q.� T��'r�':3��r��� ,�r���.:. ��• Y�.�
� �A��k�. '. ��f=~�`�'""+`_�K�'�,ti� Y�` . �y����. �- '(�G c,� � � � �w .�.���-."� �•�.��::.,`�'_;�pT-` 'V`.'�ti-
�1 . !Fr � . . . � '{A.. ^=c'�'.r."h'� !�''^'�' C Y r�+T!=T.� �j. ` G � ���r '•��".' . � +J+!~4 r ,�'�-..ti-�L�a.��� � �� 1.
� � ,� ,�. �a.} ��ii •r.,�'`�.� .. . �': �'r �•f��� '�1 �a, "� `�'��;.�.1�„;,�:'s� .+jl.' 41?1:,� '��4
�+.-
, � �, e; ' .���A pt2. ,. . ,. -...r � t�.� . J, p , , , ' . . � z y. �x i :'b' i
.� �f�r.:'.R�T .. . "'Y- ' ''�_•..,. s ,�' r_ �;,.� _ >, ,9 ,�s..'�: x '�.Y�'•`=,s ';;' . y..-.����•'_��
a `•,� •, •.�' ► : ',� � �. ',:� ?
� �,r; �����a�E��_"� ��;., . ,�"fyy �� ���,�.:��� ,,, �� ti:..�• �.„�"..-�'� '3 t � �i';� ;• i
�}. , , �.�! • r•^ � + '�.�L ► �'��k-���y'�s'ti `Yr�s��a Tt .T,r..'-�,�.
�` •a � "a ;. ;,��.
r` .y � , �
�� . '• . ., .-,^}i� ... �. ��,�*',1�. ` "'�,]�r t� ,� '� �,y� , '�`�'�'�K7'i�vy,,a g'�� a ,�- �' ,fi
, �., i �' x .A a'� � .�r „��.� � . ��.._ b�
/ �y [1��M' � ' !y�.. '- �. 4 5.�
,��� �L071f a�, . �_ �� ."�ar- � .. ,,;7�.�' � '. � ;if• �+ (P �'r S�[�;., f a^�i. f`,�/r
��<< q,y.ti _3 � �'� S ��:17 4 _� ;^ 7�- ��t*�, r s ti' a-
7 f�.r• .� �a .� K� Yn' �T'. a '� D• 6� �A TSt �}
�. � '� � ..���' � .��F '�Y. � ��' �
,,[ ..rs, _�i��'!•" ._. 17�:'` w,-` ,�A . � *•= �.� �L�' u�'+' �I' ^�r
� ��,�,����,"�_ ��,� . �''f � �� i�- h"�' :'�,���:� �' ��;. , �.. �-�
� � .� �ti'.;;"_ v� � ¢ �Q ,� �'�,�,"'.4ti:� '��,° ��� * �:.`� ��'�� �,
. .�r+ ,a�, , . �K--'� '�. �G f. nIAPIF�S.T � Ay�'� � • , �
` v =�a Q�� �' }- rt'� � _�_ �` .
:��- .y..� .; "; y . �:�,� �y,���,,�'�' g c3 x � �' c��.,��; ;.3, '! F`�' r ��
7,��� ''�o�. +'r - ys..�' - Q�' � m n a' L O y `�r i"� �..� �T 1
'r;rT�.�� � ;{ ,: _ , f � x= �_; � q � ❑ yyF��sT � � � �try :. � �
' :�- ?.�a��` � r • 'i^. � �iai.� � �. ���: ,
�� .,_ `^6 ' ; - ' ; r- s'r:+� � ''.r.,-C.,��m �f+ .�. '�..t�"�
••' � • 1 � a=7k1L�• - '� ' � L
"� ' d, �� CLARK�DR �..v.'�` - , -'':.-., �':��,
�y�,.:�` _ � ':.. _ s - _ , � s��.,.. » �
•� l.- 'i� ~ • � �` S
• � , +�. .. ���s : • . ""�`,�-wi+�- �'Cq.: � Y ,
s'`. �. y� s�x ,"'' +� , ..s�: .�s �' `'
:}Ri ' . •�;• . : i.. . . c� ��F..� y�,� •_-�S��i�$y� `,,.t.. ,� �,' s ' �.
�•1 �,y....:Y. �' ri�� •�-���ay�yyy rp' 1• •'� �S ''� ���. .�• • • �- �'
1 a
•"' � .• + - f,��4,'1. ,�.N� T }i SI d! ���fb,Ty�y;��•.1L�t'� r'� ♦~ y A 'K� ��-"����� {.�
•�� •� J ,• • ' r '• � � .��r�r� � t �.s'��'� �1F- r'�.+�1 s[ �.• `.'iL Y.
+ �!5�. �/ .�i` � '�•�
� � �� ��3M � � �, � y` 'y�r�-,�.�rr r E�' r � �`�� �'.
_� T y " �+ y �
�• ' . ., ,� � " �3; � �ii �y • i''� +'�•' '{f �� � ;�b' "�j . :.��- x�
e.1•h.- � ..C+ /iv; '!��' !y ��, 'y A��S'�1 � ,�� i � �5
x •s.. - �. r AlRW�Y�R.' • t �...���� ` ,�l ` �-�.�� ": ge� �'� �,n�E' ' '�•�:`.�i•v �-�i;�� :�,� .�,`�;'
r � a•' • .'� -7 � ' �:. !" --��Y's�"�' ft _ � ' 3.� �0. '•� ik:
N Sewershed Area h�a�=�epa�����T.�-
7-2 Ciy of G_�acue
rod ouc��a��.co��ey.m is�naerseooa maa�:.. =^q�eenny G�-s o^
cf Oubuqun entl pertic!pa'Inp nge.nciu:utilized the METERSHED ID ��'•25�•':h"-":
,a���e,���see mr�rm�no:,r�>u�nin,o�czs aoc 7'3 �u�.•q_a ic+.a s'.,^;
>rllers de not uvarr.���!the•ncr.urzcY or currmncY�f the W E .�... oh��e .jF?,,ceC_,�,:-�
s�no��cmen�onra�naa r�n�e�n.Tne:.iry x�,d a��nc�oanno =a: SEJ�EES-a2J5
,n nx oe ncm n�nin ro•anv e�rP��,ina�r�ce,mc�a�ocai, 7 7-4
anUei,punlW?,orSpecW1 dama4es,whHCher foresaoabl¢or . -' E`��^22nny 1 �\
�"'- -"�"-"'"�f tY:¢out'ho�ixe]cr unaUchorised use of '
usu this naW cr�ut�f any bre�a<h oY C 7_.. Sewe�s'c����p";Lo;cca5r�
J
'['i-te ct'[•v c��=�i � ,o..��..o� `�,.
�' Permanent Flow Meter Locations DAGIS �
Dt;Bv -LF ,
�,����.aE.���A.,�,���,�a...�o.s,..:�
'lla�trrpiarr�m thr�.b1i:�i��ipE�i Sewer Shed 7A
�
� .�Z.'�O�„ � � � �. �:�� �.
2578 � � , ' ` 1•� Fi _�' .�.-
, �, , 2557 � ,�' .
, , ��,� �
� . , '� 2553 �f � -
_;� • . t,, _ � . . "`� ,i� �� .
.• �S
R y � ' ' r
° r�� �f • �' � � 2549 Y
�' . J�, ~� �, � � � • . r �
� � ,,�` - . r� ,�.
} ;,. �' .� . : �-' , �
, �� .
�-�
� �. � �' ' � r 2545 +
� � �
� �. -
Sewer Shed 7A �� r � � -. �
� . � � � , �
•�� . � ¢,,
°� Meter ��� •z
� ��. Fulton School „ =� .,� � -�
� i_ �. 6 2:i39 ,. �.
-t- ,� ��� s -� ��,
.� 2540 �� �
. , �' � --
� � �' '�r`4,l'- ` .-.�
� � ' r
� , y .2�33 ��r*
��'/ � � � ' � .� �" � �
�,, -� - ,i-
� ,� �
2541,.�,� �z� , �' .
�� � �L� .` �� O
� � "' � - �*e �r �
� ` � � �"
` - . ��
. . ,�
° � � '� � �• � 2529 �
� ' � � .ti . �
, - �" � ' � _ � �
�, 6„ � � `� r�� � �'�4 _ s
r
� f �� � E �,IN �
i -`""K f� ��..'";� � " � q, ; 2525
25�5 ' � . ir •��` ' + - .t
{ '!4'. � � ��;;�' �.2521 �
.. � ...,.''m�k:. �: ..�;... .� ,:��. ,
DISClA2MER :h�:.:��.�.ma:�•..,�. .` AI
(c__ . ..�.-. ,..i, ._ . . r�.y�� , ,,...� ,., �V Map Prepared by:
� - �� City of Dubuque
the ty fDubuq� tlp tcp t A 5e I�.� �liz n..
os�c�,�a����a<<:���a=e��ro�m,���o�a�auen�z,on�,<��_ — W E Engineering Division
Insuppt�cr Jo no:warranf�he a���,��Y��:�,:�,e���of.�. 1 inch — 50 feet 50 West 13th Stre�t
�or ordata containetl herein.ihe Clty and participalinE�
agt+ncies'�;hall no[be held liable for any tllrect,intl�re:c,InoGont•' '
q��r;�ei,p������e,o-sPe�mi aam�ees wnEthe,ro�e�Fe�n� �. Dubuque,IOWB 52001
�;5ie,�.�s��9 0��or me a,��n�����o'o,„„a�m„aea��� 50 25 0 50 F221 Phone:(563)589-4270
. .. .... .���anil'�ry ro��cc rh'i,tlala c!ou.o(ariY 6reaCh of �
Fax:(563)589-4205
Sewershed 7a
.�
�sr wi�-o� �M���N
T
NO DATA
AVAILABLE DURING
OCTOBER 2017
� � RAINS �� �
� - - � � +� `1
„ ��,,� � _ .
, , ,
... � - - �
� �: � � �. �
Sewershed 7a
Dry WeaNer Flow
_.-�zi=s==^:'rn:::ri.r.
�arts�msssesouw�uozwec :aonieope�a.oaoxie
0.19
G1G
L95
om
o no
19424AM 11152<AM &5124PM 62]26AM 49A2cPM 1:R42cAM
12GID18 12G3'J18 3:dbLd'J14 3:dS'e"'J18 3:dSe"91a 3:e"S:e"914
`FDuB�uE Permanent Flow Meter Locations D�AGIS f
�t�UQYLA0.fA G:�4i�lxi[iNf�CAM�T10�SYSifM
Masterpieceoii tl�eMi;sis����i
Se���eY SIleC 7B
�� � �z�zo ��". ��. - , ��`2 z�o�
�� � ...r , . �2=�?v ..• � a4A1
L4�� ' ' � #': � - s p r ��' `. �.`.
� y,f `f: L�6��� �
2472 F r f��'� �� • !
2419 � t+ � - , 5 �-- � � e, �24��4� �� . B.
� 24G3 � �r r;� i
. ,
. y
� , � -
.
�" . �. �'• ' /• . ` . .
� . �- r � �._ q
: Y . ,
' , m �1 .�►
`�• � ' � _ �/°�� , l9
,; �r.-'� �0� �,�✓
� � .P'
24,13:_ ''+� •`' _o ' �'�5r` � , • ..
. �' ' m,_� - .r � _
.��� - r ' ?371 - ,
� .`� � �� '� � .+
� , .
/'' ,� �' � - .
�'''' ' P 2367,
� , r o `
U+ RS � '� �� �
� 2� � ,. ..�
f - l, � - � _. _ Y._
�' � _ . .�� .� ��_ n
,. ,
� �� � �- ��' ��,� , '' 2349
, . . .
� ..
. �-� � � �- �
� ` + X ��
��=`-�� ,� � � y,� � � ` �..� ;, , � �.
_. � , .� . . � . ..�. .
����� � ' � �� e�`� � �
s .
� , ,
r f � � � �
. •�.
c� ' � � .
� '� .�.• - . 1 2360 g f ��.
� � ,� . ., ,.,,
1. � . ��
. � ��: .
� Y ��:-i- �
. 2344
. � ��
�, � i e �� f y
� � 'r 4�1.
� �345' �
�� r��
' � � � .,.
, :
' �-za4 2340.� � � _ .. �330
��
�ancrs�,�Ni,i�n�ooi�a�s a�r,t«��Ne nv��en m,r ercr or I V ti1a�F:2p2r��by.
UuCayun nnd Uubuque eo��cy.u�s�oee�scooe mae,w�mio City of Dubuque
[he(:�ry nf DuCuyue and participatlnA aqencln,utliizeQ cM1e Engineering D�vision
�ras[eurranl untl aecurate Informaelon available,IJAG35 antl 1 ineh = 50 feet �/ E
•;s�vui�e;s ao noo w�rr,�rt ine ar�v�e�y a�w.�oncv ov ehe
infoimdclun orclatn con�zinetl nerein.7he City r�nd uarzinoAtin� 50 W@St 13th Street
���onc�ns sneu oor ee i�ria uanta to�o�v d���e��,�„aven,m�ro�,�eai, DUbUGUB IOWe 52001
co saaueneiai,ounfdvx,or svecml aemaQes,wnecner foresexnbk o '
unrornsocae�a,�anvng out or tne a�ichornea o��naumorixoa use or� 50 2rj 0 50 Feet � Phone:(563)58�-4270
cn�.oae�or m��oatmcv m use em:arca er o��or ar�y nrea�n or S Fax:(563)589-4205
w��rz�er."naa:ocvcr.
Sewershed 7b
October 6,201] Raiv
RAINFALL SEWERSHED FLOW
Total Rainfall: 1.1 inches(3:09 pm to 11:09 pm) Dry Weather Flow: 0.11 M6D
PeakRainfall Intensity: OS in/hr Wet Weather Flow: 0.81 M6D
Period with Intensity: 8:50 pm to 10:49 pm Wet Weather Peaking Factor: 7.4
�__�,r.��,�Fn,_,x..c
�16'fiT%T?F3'A°PM11E1 MGC L�J MG�11.13y3,2A5AR]1
0.9J
� �
S
0.]5
14
aou
imvzm� imcz�� iwnz�; iwvz�; iasiz�; ianmvn�
P9fl16AM Fi298AM -:�Ji:%AM 6512�AM 6R54AM 6ID�9FM
Sewershed 7b
Sewer F1ows iv Respovse to 10-6-ll Raiv
RAWFALL SEWERSHED FLOW
Total Rainfall: 1.1 inches in 2+ hours Dry Weather Flow: 0.18 M6D
Peak Rainfall Intensity: 0.8 in/hr Flow 24 hours Following Rain: 0.19 M6D
Period wRh Intensity> OS in/hc 8:50 am to 929 am
p:i zim�ace am:�ao�n.c
�ID'YAITT 2'13AM�Pl°MGC 1%MG��6.i�a,'J&'J6'JT
o so
:s
�,i=
I 'V
aou
9i2M}➢lT 9iR'J/2%T 1N62%� 1M2'Z51T 1MJ}➢li 1N24'}➢lT
fi2G:�3FM fi2L"J3AM fi2L93FM fi2�:�9FM fi2dC9AM fi2�:C°AM
Sewershed 7b
Oc[ober 13,201]Raiv
RAINFALL SEWERSHED FLOW
Total Rainfall: 1.25 inches (12:55 pm to 720 pm) Dry Weather Flow: 0.08 M6D
Peak Rainfall Intensity: 0.6 in/hr Wet Weather Flow: 031 M6D
Period with Intensity> 0.5 in/hc 2:00 pm to 2:35 pm Wet Weather Peaking Factor: 3.9
Pcazzti,.=e,�:Fm�_am�c
�16'Ib'Ll]33h0.5 PM10.]1 MGC 9P2 M1IG��l.i�a,'J&'J2'J51
oao
a=.
oos �
aou
�onvam: �onnvnT �onvam: �vwvnT �an��wc �onevnT
P9fl16FM P4298FM -9]:%AM &512dFM 6R54AM 62IX�9FM
Sewershed 7b
October 14,201] Raiv
RAINFALL SEWERSHED FLOW
Total Rainfall: OJS inches(10:00 am to 5:45 pm) Dry Weather Flow: 0.09 M6D
PeakRainfall Intensity: 0.4 in/hr Wet Weather Flow: 033 M6D
Period with Intensity: 435 pm to 5:10 pm Wet Weather Peaking Factor: 3J
p»e�r Fre r+n�e.m_c
�1M49il1]kS12EPM113]MGC a2<MG��1.1�a,2A56251
oao
uxi
oie
G�4
0 0:
�.nvam: �anvvnT �.naam: �onvvnT ionvvm �onavm
:9:RRAM 46i:59PM 2T�11AM 12�499PM SA999PM i9:99AM
APPENDIX D
SEWERSHEDS 10 & 6: LOCATION MAP
AND FLOW METER DATA
TDU$ E Sewershed 10 Flow Meter Location �AGis �
o�e�Q�E�aE����aPP�����,��aMa.�ovs.,.E�
Masterpiece on the Mississippi
Pre Bee Branch Storm Sewer Project
�W C' W �%�� O
���P� Z° o`�s Q �� ��'�q�F �� `� ��0� �
� J � '�'�-9 0 �� P���,� t�qm w P��� s�
y,P� v� pIPER Cf � �,�� R�G NE 1��p`�G p,Q � �,Q-�V vD
� �F Z V Ep� G Q V W �
�osT�'f' �'eF� � y JA/VSE/V = �y v
O,f, A TYq` �O`c�� ST JANSEN ST D O��
c F a ♦
� Q- cn G Q, h �
`�P`�� B�pN�H�Av� � P O�O DR ���N� "' �� PJ v� p z
�KE�� P�`� � m��i �F F�� � m
��, Q' J
NP N�ts �O��gE�' _'���`� N� �`��,0 �P P A
� vZ Q- J� �
�l s�,9GP P
OLYMPIC HTS ST N BURDEN ST ?�
R�S� S�( E�B�W � DAVIS ST a W 'L>, _
�J� E� �G EDITH ST EUCLID >
Q �� S� D
O���Ps� �Q�� � O'NEILL ST HAST N y h c�2j� �� NpRB�R 0
'3�' Q�� C1 0 � 't S,RS� �LN= 70
�3 � `'`�� ���G �G GOEFTHE ST� J � T N m 7� m
� o���y' -Ao m� �
2NQ ST `� S� N�N ��Q�2 W '�G ��� y ��'�R ���L �c�N
�'� �p ,�0�(`� '� cn� p N�,R`y Q. q.yi, sr +�,`°��.
N � rrN
o p0 p���� 2�.��5�� g�(�S� �.pG � �sc�c,� °Fc,q�, o �
� p y�0 � J�'�'� 3 �G`L 'L S' Sio `Pp �i'Q �GS
���� � � o t�,� � o m Z �Q,��� � � �, ��►`''( .o �,�� � N G0�
�O � o G��G G � � � 5 �� qL� �2��zy ��,9 �'� �''f- G qR`sy O ��V
� � � �o�-v � v� '�G ��o�A �� �� N N� �N C�INT�N S� ¢_ ����P� 'qN,�, �o�, ���sr ��'
� �Q�� Y = 5,�0 S�,-9�. �sT g'( !L N�' � �, HE/V/VEP/lV S T op �'.�(�� Sp �sT �Q-
BALBOA = O �A 0 ��'S'F� �'�'Fs��28�N �c` 1��5'( G�02 �Q R�ST �v� � c�QV 19,�,'�'s ��Qe
DR �= r o �i �G'� STm �G� �' �O�G� v � �Pc� r
CORTEZ a ,z �p BERKLEYPL `s�' PUTNAM ,�` � t� '�
DR � D m� A GPy A �6��s � �� �E p S�TN��, ,��.v�t� �qR` Q�OS,�PS
yZ � �` �'NE ST r o� �A�,� SRpE o � �Ny � -o, E S� �� ��� s�y,�ysr
c� 2 0 0�, M�ST �' �
� � �s �� ��'�, N�' v�QG � � y�i,�ie sT�FR ;� .
ALTURA D Z s>, ��C� � R`� �S o a m "
� ��, y� 2 N m sr�or
C ED�� �S V �� � �Z N� .� �N, �� GREYH OUq/D P
DR "` � a a� �N s "O-p V��,� C� Sewershed 10-1 Flow Meter ARKRD
� ,`�.� Y �N �Lcr�o E�� � `2c�� ,��ti�VPJ<v���ij ��v� San S O4483 4�2" Pipe Hwy 61/151 OQ-
P�p�.y.� � � ��ARK�R 'cyG� �, 2 �,�N �NZ N >,�0 � �p Q PQ.P ��
Q� �C. � c� (tEs? �1a VA�ER/q S O Z Q Q- C9 G'( Qi�
�� P� D�/Ny o7'� m-� � �ti2 Q" .� N �� �r , RPER ��
'�'i E D v
CTAM z� �� s
� '_� Z SEWARD ST �G� ����v� �� � cn � srs'T �
� S� T �,Q'
yQQ,� � �� Z NAPIER J �J"� N 21s.�g� N� �1g'(� v pC�
Q, O� ST V � � � Dubuque County Assessor, City of Dubuque Assessor
DISCLAIMER:Thls Informatlon was complled
�sing the Dubuque Area Geographlc Informatlon SVstem
oAcis�,wnid,md�d�dar���eaeed ev eom me cin oF Map P�epa�ed by:
o�e�a�e a�d o�e�a�e co��N. ie is��de�srood mae,wnue
mecin oFo�e�q�ea�d pa�eidpaei�g age�d��ewzed me City of Dubuque
mo��,��e�ca�d a���ce��fo�mac�o�a�auabie,oA��s a�d 1 inch = 1,100 feet Engineering Division
ie�s�,vvue�s do�oe wa��a�e me a���a�v o��,��e��v of ine
mr��maeio�o�dar��o�eai�ed ne�em rne ciev a�d Pa�eidPaei�g 50 West 13th St�eet
aee��i�snau�oe ee neid uaeie Fo�a�v di�e�e,i�di�e�e,i��ide�eai,
o��q�e�erei,P��ieroe,o��e�iai aamag�,wneme�fo��eabie o� Dubuque,lowa 52001
�����eeaeie,a��s��g o�r oF me a�mo��zea o���a�mo��zea��oF 400200 0 400 800 1,200 1,600 2,000 2,400 Feet Phone:(563)589-4270
mis daea o�me i�aewev ro��enis daea o�o�e oF a�v e�ea�n oF
wa��a�ry wna�oe�� Fax.(563)589-4205
a p oc.«or
iD`u�B J�� E Permanent Flow Meter Locations DAGIS �
,�,�a��a.E.���a.o�,�����a��_,o.,r,.E�
tiT�.t�-�„e���,,,f���M�.;�..IF,F,; Sewer Shed 10
� � 2020
2014 5L17 5�9 _ � 514
2101 2010
J�ti � 2��� 5�35
P ` y � 510
v� : -';, r.r
�GQ r ■ •1 �
v •ti . r` 5(33
• ' Sewer Shed 10 � 5pg
2021 ' Meter � �t� 501 �
2017 Rhomberg and Kniest �� � `
' ----``�` 50,6
�1 �.
2015 # �
�e 2013 �"'.."r-C�I 502 �
2011�•
� � �'�'iF :
e Ts�. 507
� 5�0
2007
�� 429 s�.
i�y - ` � 1924
''� 4i'� �'` _ l `�"�Q ,
���� 507,
�. 468 m .
� . ��
2080 R "`- \
�� � "�..
421
x�
,,.�
2060 .��`- '
_.�• � �, r.� 419 , _ '
, � �
�� �: � �. ` _� Aerkai�er�ices..InC
DSSCLAIMER:� . me[�^r.._ . .:�iira
" - rePG� ± ria`1en:�.fr��. �
.,. .v - � . ;�.e� �c::v�. Map Prepared by:
_. .�;;y . � ; :=��nc',�. ::.i_e City of Dubuque
- =.��, _,,. �°. . ;e°r:��::�,�:� 1 inch = 50 feet
.a�, ,. , ;,, , ,„� E�gineering Division
�-��,r-e�.?��r5_�c,�,����`.'�r�,�y•:.�6 W E 50 West 13th Street
- .,:u° �''o�m�, „Y,:. „c�� .:r«
a, ;.i', ,. , . Dubuque,iowa 52001
��,-az�,�y�� � �..,.�.,��,��•�� .a..�_, �=h, 50 25 0 50 Feet Phone:(563)589�270
..�.���..• •�,�:,,:,,�,:�.
��. ,_„�. .>,.
, -.,,,�..,..�.,., . .. �. .,. .. �, .
..�, „.., .-,_. S Fax:(563)589-4205
TDU$ E Sewershed 10 �AGis ,;
o�e�Q�E�aE����aPP�����,��aMa.�ovs.,.E�
Masre��e`e°ntheM�ss'ss'ppi Permanent SCADA Flow Meter Locations
FLAMING �
DR �, �%3m O
�< �s9 HAW R P� ���F��<m� �y P���O� �
2 KEYE D
,�t���P� �� m P�PEq�� � R/pGE E �� G� ��'�' ��Q-�v �
2 Fo w A
a
��P � sT�'f'� L/BE c,�� �EN JANSEN ST zj—p �y v
�L ,Q RTy � D
�` AVE ��0�' u' l. <
�`�P J� B�AN�H�pVE D Z Nti� � PIO D� � ~ �
m ,�t, � = c
P Q � m� � G��a �•�P F��� � m
K���N�s �o �`S�L� m ���i v��Go ���� GPQ`PJ� � A
Npv� 2 �,o �
���N'' Q.� GP E L� A
OLYMPIC HTS W gt HOGREF ST pqVIS ST
R S� �5�� E�B� 5��� EUCLID > — _�. �J �P� S,�=
a
O���JJ S'(�� Q�� p�N��ST � HA 3 TAN � Z ��` p' ��`�'� NPRB O R O
�� Z 0 � � �P �LNS �
S� -yi GOETHE ST? J `� m� m
5� � � , o���� ��o m���' �
�3ti�o _o'� �F 0'(�5��, WTHER ST W N�G ��V ��FRS s��L� �
3 3 �A � � �,R` Q- �' >•�j,
�'S o2 ,� � ,� 9� w N v � ��.. r ro
Qi N S S '� �, N
o O�O J��,�� 3�� ti��� � A2 �� �scc°Ns� o��'q�.� S'(
���� o � � '� A w w SQo�''� � �C -9N �,� ��,a sr o,�sr R o��C
�v�� � � �G G � �� �'� �-9 � 1 � N�' �� O `F��G
� ,'(`G� N T
� � � �0�-94 W� ~ �Gs�''q�,���►"''A ���5 �2�, CL�NT� HE/V/VEP/ ,, Q-�v
�' N ST
p 4�� pK�K�T �� ��s�' s�2s'�N s� S�� � R�ES QQ
_= y p J t�i � �I`I ,� ��(�► �Q S'f �1 ' ��ti
a � ' Q="' TNAM ST Q'�Q- fG�' �z �S� �G�� o cn,� ,
'A BER PU � O y 6'(' �, � I ,
CORTEZ DR a m �� Q'y� � � ti � RZ ST Q- ,
Q ERA ST y BOyER ST � KANE ST �o Q� �5.� oE�'��� \" N�. �y ` -o ME ��-�N � ��<FR
m MAD �2 o MoNR '�� �' 2 N y Qc � t�. sr
'� 2 S'f �� ��` O N � ,�G�� �' v�m �Q
p � DIAG S o a z �
z 00 c�-v
�- 2�`�N� ��1� \ �ZS�� N N,,N�� °T
n m ALTURA DR 2a
� D CERRO DR i�`� � a p� Ng'�� ,' , ,�� Sewershed 10 GREYyOUNp pARKRD
� `L � b'� ' , �S' SCADA Flow Meter
� -9L �.� Y Sewershed 10 �1 N�N� EZ �u, , T � H�vy61/151 Q-
R` J� SCADA Flow Meter � o � , , Lincoln Ave p
0 '� u3, Z Z ' , �
<o � �' r RKE E 22nd Street � 2 / 'r
Rrsr P�� �P�� .r v� �I.A T pR � , ��i
P�1� �� P, pUNH � R`,�GRES � Original Sewershed 10 �'r
�vF� CTAM Z�m n�, Sewershed 10 Flow Meter � Q,�
��s r� SCADA Flow Meter ANN � M San S O4483 42" Pipe S� Y �'
PyQ�� � �, 36" Couler Line KA�A E N' �16�� �o Q,Og
0
DISCLAIMER:Thls Informatlon was mmplled
�sing the Dubuque Area Geographlc Informatlon SVstem
oAcis�,wni�n i�d�d�dar���eaeed ev eom me ciev oF Map P�epa�ed by:
Dubuque and Dubuque County. It Is understood that,whlle
me cin oF o�e�q�e a�d pa�eidpaei�g age�d��ewzed me City of Dubuque
ieosr�����,ra�da����are��Fo�mar�o�a�auaeie,oA��sa�d � II�Ch = �,�00 f@@t `q, C EngineeringDivision
s�,vvue�s do�oe wa��a�e me a���a o��,Re�a of ine
mfo�maeio�o�daea�o�eai�ed ne�em rne ciev a�d PamdPaei�g V V C 50 West 13th St�eet
aee��i�snau�oe ee neid uaeie Fo�a�v di�e�e,i�di�e�e,i�dde�eai,
o�seq��,eiai,P��iewe,o��e�rei damag�,wneme�fo��eeabieo� Dubuque,lowa 52001
��Fo��eaeie,a��s��go�roFmea�mo�izeao���a�mo�izea�seoF 400200 0 400 800 1,200 1,600 2,000 2,400Feet Phone:(563)589-4270
mis daea o�me maemev eo��enis dar�o�o�e oF a�v e�ead,oF
wa��a�ry wnarsoe�e� Fax.(563)589-4205
Sewershed 10
�S` M1�-�� �M���M
y
T
NO DATA
AVAILABLE DURING
OCTOBER 2017
� � RAINS �� �
� - - � � +� `1
„ ��,,� � _ .
, , ,
... � - - �
� �: � � �. �
Sewershed 10
Dry WeaNer Flow
_�-�_ �_r�Fe.c=a�..c
iaxsan��zsc-�:Pwi o�weo av-weo loema 2:5s�1
�
�1fl42cAM T1524FM A512<PM 642cAM 49A24PM 1942cAM
1'e"�2914 12G2%8 ]'d�e914 12SID14 12SID14 13EID14
APPENDIX E
SEWERSHED 11: LOCATION MAP
AND FLOW METER DATA
�
i
�
I '�. TF3EC�OF �_� � >e.oe�a.e�
e ����7����_�� Sanitary Sewershed 11 DAGIS �
� MZ�tG1�IQC�.OI(FI�IPlY1����I�:Ip�'1j G4it10VFA0.EAGFOLAAGMICINGOTM�TIpM15T5TEM
!
� ''a ' , y � a�X .S � .. . � ..,.:.� ; ..: . - , ' 4.�_.. _...._ � \.
f , �Cg�y �-a � • t]- _ v ��,. � =P _i�'-
— a", �� '�d ' . - . - -., � ` �- '``t -� ,a " _ '.' �p �.c.
� '..;� !� �ir' . -ti!- -• -- � - ..� �Q � r� �
•�' "T� , 'l- tA
�- �.:� ` .�,� .- a
! J ff" .- ��.�'�—` Y -a .i��4lii��� . �,�0.:_ � .. :
�- ; `� /`�'p.�,
; °`,� � � ` ` - - = ' .-.i - 'rW a4
� - Clarke University ��ai � ` � ' � �= -: -= :.. = L�,� _ T
���,t � '- ��5� � ' - � � ;.�4t�. -,5,�,� _' - � _
; _ � � ���� �� �p� � �`�+ � �� -' � . n� `,
� FAIk1M1����C. - � .. _ '�,�, `" � � a.: ��� C,`�, �
i • _Ys ,_ �;� ���(+t _ , � rn �,-- �.
, .. _ • UNGS "• . - �� � �g�J � �.,
t��• . �A't"'�: ,� '�.,;�';_ �.-
_:� '�.. �� �. ,•: _ _ �.� ' � � ��NS� ,� �-D � •r
I � �.�, SLINNYV1�IfY'OFi�_ � - ..; � _ Y =°�. er- � � � � �r'•s
t, �, . -n Senior High School P� ,- _ s _ '.�i � � � �,��-
i �y. ' :�: � ' �;L� `� i�� -y ,��� 'C� ' Z v -t � �
� .. n - - F �:
_ �� �:. ��� � � �p. �'. :
'- �'.LAf��C��]f��r�� rn �.. � � ��� �G r � , .:2 '�.' � �g.
r� r � r [A� cik Y" � ��.` '��-
• _ _ _-`' - n :�- - t. :�Z - ' � � :ra ':�
� �L:. . . . . '� ..
WSLBRSC#ii"�� _ ' _ m � _ . - � �_ '�-,i��� f � '"r �:� r.��►•�'tQ'-, -NSS y:�
�s �. - �'.`'R�E�ALfAII�' .Ri74' "`'�S� i �1�- - +-�_ "�. ' 1''� _ AR�.'�'�� S. ���,',`�. -
� � � - _. - :=�. � _ . " ,;~ � RD3' �y ,` y��' `' `-'�' _ y-{ 'C�� y� � -
� c � S _ _ , �t� • ,�� E �yfl _
r�y �; _ _ .� 4``� � _ ` � �:�[fc�-- . _ -�y _ �g;� ��.�''. I ` �:�_ ; �,�Ft`.',_ _ f _��a , r"'
� � rxs� ��`'. - : c�-s - .-. � = .=�� :�, 'g. ,- � _ `3: � ' - .
�x. a - . � o� �y� � - 9m.-� l � c-aa - ��a`-' � z � - - :t"L�. . �^�_ _ F _ v . - - . _ -t'`
� � - �� ��7 � ���ST G �_:�� `;� 4 0 - `� ' � _�R45�:- s -. � -...- �- .
,i,j_ ..�, '`:r ,�-• ' ` '-�.� y� ' �t• ,,
. n _ �: - � ��� :� - �� .� _ ,. k. ,�c`' � _ �5, `�,_ �= -- ��1�,�` `�` _ �L�v� " .'� �f
� 'ti �i�� - • • - g . .11 �Lr,; -`'� .-C r-': '" p ^t�`. �.�� . �r - � ��
C�� 4 :.� �� + � � �1 '.`. t' :'-
� - ' � • ���,�QC�'. - yY:� .'.. - .�� - CP _ _C:� •' 1 ' � ;•• �r?,:a�
� � � 5� ''' ,' 1 / � �
L � � '� ��;V
�FN- . _.r�� -• ;� . �`x;, � � - _ � �'; - '` -- ` _ � •
N�r�� _ �, i�, �u: . - .. : � - . _- �-'� ` � ' '-; ��""._y ���i+ . 8., -- .
'q�V - .�' - �_�� . n' • ��" � . �� .-�7`�" r-` y �r��, -
.. �,e�� " � �� .���# ` ,� ` �.- � X - � ::-[s.... � c�4-
' � _f..���� . �_� ;� ,:�,,�: - x"_ -.�c ;a - __,n�= �r .;i ,K'� ,L,
'�"'
. , '� ^�'���,�'�`- !'s� . ��������-v��-'�'.��������-� __y _''� .'� y , _ :-°� �:. . '°,
:ti: �.._ � _ •�� = '� - �'� _ Y :�-
�+�s� =�'. ��� .-�, ._ti: �� _�... ��� - ; � _ - �L � - '`� _`-m- � , o o��_ �.�;.,:- _ -
. � •:, v+ � u, -`„-+�:: � 3n � g�-�
_ �_ '3 Cr Q� � Gp,- � ' Y ,�, . � • ❑ _ `� .; w. '.^s '� .• � •... ,P � +.C a�1'� �t�'•
.. . Z . • � ._;S G � ' , ..•�:_: �-. . yy � �* �I'� LJ�
' g�y��13 A��� u'i, �.�' ti,5. �`, _ � . `- v '..�_�� ;� � � �' _-��: ���Tw ;;; �' _d+�; - ��`-•
VfW -��' '''�7'y '�" GRACE 5T � - p � .. �:•�, ,.
, �t� -• -L�c�,� _ � � �tr:._ _ ., �•.;,� •.. ,r, �.�. -
. . _ .. � ,J i. l - ` • •- -� v ►tr-���:�' ��� :��' � •:Z7.� ` �� •..v .S.'
D:SCSAIMER:Ts�n�a-;r.aFon w�as<om0•�¢c
tcmgNeDe�upceArcs�coqrap��sinfortnaGonSy.tem Manhole N Me Pfe 0tedb
aacsl,wn�m�o�wco.e�e..e��..�ca er eom me r.�n oe � A p P Y�
�ue�vco ana�uoua���ounry r s unews.00e cna:,wniu 1 inch = 900 feet W j\ E City of Dubuque
lhe Gty+r n�ouque anc vartiaD��i99 aqem.as u0uzo0 tna ����,
o�<<��,e��a�e��_v���.���o�m���o���=��aeb caccsa�a EngineeringDivision
,rs:��a,.�ao�.e�.„a,.a��:�oa«�,aryo,�,.,�Aryo�Mo pi�e V
��rormam�or aaca wo:o�neo nemin rna�.m�na aaR�onaa��y 50 West'I 3th Street
a5en4w:,:I+al�nac oo��t0 1ia61�t>t wnY a:rec[,�na�ract,innaantai,
o�s�n��nnai c.oa�.�. o.socc.micxmo0es wnecncr�o.au<nmeor 4�d 2�0 � d�� $0� �,200 �;6�0 2,000 Feet S Oubuqae,lowa 52001
.�r�N.��...�k,,,:�.�o o�o.,.anr.�anor��c o����uUo��x�a u.e ar � PhonB:(563)589-4270
m.>eat.o.cne�neo�.mv ca+;x m�saa:�c.o�e o:any eraarn o� !�� Metershed Boundar
.>r�a���w�ana•.-- y Date:Nov.3,2010 Fax:(563)589-4205
,t'""T`-"� �- Permanent Flow Meter Locations DAGIS f
DUBL''�UE
��,�o�_.,�.�:���..,�����«�.,,.�o.:.,,.�
�t�,:r���z�e<,��t��.u«;;.�,,,F,� Sewer Shed 11
,, �,� �I ' ' f
''i _ . . L�' �� . �1 �. •► .�r��. � �
� � ��1! j . ,.�_.,- '�l
,y
� 649 . �' 605 � 2008 -�595
a , ; y .;.. 59'� 587 581
, - __ � Sewer Shed 11 �u ; � _ 575
i Meter : o r •
� � 606 W Locust � �_
659 �' ; �= .�vr �
. • -,
- � - • ...' �
o � ��
�� e �..'
� v fl B
-- -_- , e
� .,,��.- �
J�
_ —,
, � __C�.:r-_.— � . .
- ~ f�� - . .. .
�
- �.
f � ---- Y--�..�._.. . --- - - ._ _- �. - ----
� � � ��-� d �Q -
r �� � � , ' ;. � � y' � - - s
��� ��`�' � . ���.'� F ,� � --`
- � �, i- l. �'`= . , .�,+�F�h -� ��'�., ' - .. i'
. I� � , � ,'.." .�,,�,�,_ '�. . ! . � ii
y ; � " ;t+� ` �,�� F
690 � V ;��. k � {�� �;� �� ��*���fffyyy�y�y1y..+ �� t!� :"� � `�' ,�
�C`' � � •�.
...' � � ' . ' y��'..r.�� Y, � . '� 1
� �W 6�� fiifl ` x+'+&Os. ,�� � �r � V' r'} 578 �
�� ' 4 �f -•� 4,%R ..i • �,I ► � �
e'r � _ ' • ��" �� �}� 570 �5�63`.
. ,� ��i.' , � ��; � .i' . �.. • �S �.�. x�''.� �s i
� '- � ' 1 r' �. ri.' ' `_i TI� ' y f�:� • _4 , �. �,'ti�'i�#', � I', �. .l
� , '�• �r:� • .� �� "5s���' � ..� �ti�,� .�t� . ' �• " � �.• .�tx����r ` - 1• • Y
,�� . _. � .J,�t �� rt'•i � • �y" r''_ . '� 7�} , }". ���i; �', r
1949 � ` . �x' '`, '` ��''t�, •+�. ' � - :� -, �¢ I �Iw
_ . ._� _ , . � . ,+} � � . �
� �' '� �': ,- � �
`� . - .�, -_ - -f'� ' �.. _ ~'';�` ,� - � s�o:�;
i Q `� ',��T '.,�_f:.1940. • _- 579 �.�� . ;� :'.�t' �.I c.
�ISCLAIMER:�n•.,�n�.rm��ic...:a.-..,�,i�ileC �
. �.�,..�_.�,�.�o..,.��,...�,.,,���:�R. N
��,,, ,._.�a:o�._a.••a t..o•:,er��:�.„ Map Prepared by:
�i:n�^.LL y..:Y ':, rd..r•,'wa�ha�•r'tile.
� ,�;y�or u�b�G�e��d v�rt��iv�n�eJ,ornc�:�unzea en. City Of Dubuq�e
no.t curcent and xcuraw informntion available,DAGIS d�,. 1 inch = 50 feet W E Engineering Division
it's supDiier;tlo not �[Che auu d:y ot cu ncy of[he
o.aa�,� .ea nr��n,.`1n<a�r�,�a or�<���o-��, 50 West 13th St�eet
aea��=���:nau�oc e�ndia�namd ro�a�v d��«;«,�,etrPa,����.�-�e,i
s�a�z�o�ai,a��m��-a,o .ae�iai e�mayes wh�ene�ro,�>«����. Dubuque,lowa 520J1
�����o,aoaniv,,�;s��q��,��orm.,b�mo�r.�a'a,��,a�m�,._,e,.,..• 50 25 0 50 F@@t Phone:(563)589-4270
.�...e,.,„�v,.:�:�,;rc�•-�. .., ,.a. � , .,.� .o.�r.:,•
_.,..,. ..._.,���.. Fax:(563)589-4205
Sewershed 11
�S` M1�-�� �M���M
y
T
NO DATA
AVAILABLE DURING
OCTOBER 2017
� � RAINS �� �
� - - � � +� `1
„ ��,,� � _ .
, , ,
... � - - �
� �: � � �. �
APPENDIX F
SEWERSHED 12: LOCATION MAP
AND FLOW METER DATA
+o�oa��.m
";�rU'��� E Sanitary Sewer Metershed 12 DAGIS �
.'��C�F'tPi"�"7lffC�11 G�tL'i'��l?�Ia�1t��"x with Sub-Metersheds ouauquE•aea cEocar,r�ic iNroann-ioH srsren
� - . . _ ., . . . . ,- 1 - ' -- '- . ' -
- ' .,r Cj T • r �� .+f� �E.4' i1' �'t '� s •< t.• �L.... �'��. ' Y.-'• - .� ,�'l� �� . � � ��,.5 � �•'1� ,+W
, �o�5T . :��'r+' - •�"'*^�,�: �r` .r� ' I,� ,�5 ns�T.';.` - ar f•' "�. � :�] �-� � �� �'
,yyn":�+' w � C�;►�L' � . '[4�- �;.�::.v■'"- � r �•� ��-� r
3 � '��'..��� ��• � �`, .� ,� ,��-• �: ..:� �� y�r.�,
.y_ ,. � � �f�o ,. �` r- {/p „�,���.�- "�3} , -.�� ��*, . :��*��. �,�:� �, .
.. �.-'��7-,�e.���� r� r�_� --AL' '�.�.ie' �y�s,�r,�� � y'�"'�;�`� r� �y�� �r�� �- '��
• - ,!. _i ,�'�, , �.7 z -�`� .,, �. k I -
. � , - -.�'.�_. � � ,�: �.
. ;�_�h. , ��: . ,� .� ;�- � ,� . , , � � +�-A� ��.�,�.,�� .� ,� - 1
, :�_,_. �; �` a-•F4���:� r� [� _ - � � sn � ` -. . � '
"�;'..L��, � � '��� a.I� �;_• 5T •-.� � .�-- � t-s ,�1� � ' ,,.
i' S�D A .._ '� �ry{..rr ';"��, 4 � �p_ sf�••rd�, '�"�' �
,,4ij � r:. e�
I�� •}-• "S �1'-'3-.` ' � � Y���, .� � _ �'� .� , �r..�.�' �y� .'�E t�{ �r .
�i � ;��=�f �•.}��•'� �al•" � •� w . _ p�. �ap xC�� � T t� �N}l � i
f �`r '���� r„��6-'�'�� � '•� ��'` r �+r� � As$. o�s"�.� � �� � .� ... � ti
'�r �'' 'fF � r - �"' '�
� � .. _��� ;� '.,� .. �. �o� Li��� � ,� �� "-� -. a� ^ � t�j �
-l. � 1-itr �i�:'���.pF •�'ti��,�.,� :�e '�'p.'J :;]t���.��� •r.�-- , * �•
�' � �.�.�'"�r- � � Q '��� � } et
��,�:.�=� d. ,:. , ��. � _���.:;�. '�t�. �, P �,��� �. m� � - �.�,� _� �� -
. ;.. . , . , . •`� '��,:�� � o �,T�-. -� '� - � -�"'' ''L � � :�. � ��
� � � � r•
'i''�,"�,`�'��„�`���� :`��',• „ -y� �1 ' � C, N� �.r-. a� _E-�`'�f.
�� r• F; , .Q r' ��,�',;-;.;.. � � ,� ,�y • �E:� �.
��; �. . l_•�'` - ' , � ;.�'
:� �q'' �, s'`• �:f ��-,,,,p�':��{- _',� ,�:.-���{ � y z ��t�5 ., ..,��=s ��,:
.T+� �. '�'i^ �"� �:. •t!�•,„•'.•�7•rtti'� � '4��a�• �'3:, �2�5� � �r��� '� �y � '� �. � ' , �.,
''� ,��' '�.:t�; . 'r'�•,� i i. c;,� " � -
" ,[f7�.�,��yi(� �' ��„�• "•-� �a�� qi�"f'•��'�r " ¢���' � a � .x!`�.�j���� • ����������., • .
i]. •7�3 * �'�i'• +� 7f���_�r R t y� �!" �.._ � .
��lw�����iyf �' ��:.�js� 'F �.� ��7.+�t.f���^+ •.^' , i� f?E- � u� c!' -' �`'. 'i FiF+. �` , f ;f.;,
�� .r ti 4A.."�.. Ol;�'�, '`�r�-3�+Fe-"",r-�y� T'�� + .�a fl � i � ! r':� �.
�..��5�►.. �fh y��� 5'� � ��';'�� a�N*,�hL_��-+ ''r a � - � S ��`.�� ��1 - � � .,i����
�c��`. ,T r.� �.�7"� �7 �Y � _� Sr��' � �r � a �'� .w17 r•�•• �. "� Sy^{ 7.� � �•'•'] ` �
• T'= .'A.�` ' " �•�� ~�r �jrs' T . . . . �( tlY l�' +� _-V N �'}� •( r1.
./�r_ �� , ({�� '� w';�� � . 5 9 �1 '� i,1 1 ^�' 'y�� . � !fy i.l •
4 �,�" •Y,s��• �- A � ,� �
•:�{�f� v '.��,Y' • �=•n''"•� � ]} � � ;'`�"� � �r�1 " � �1
� � � �
'��r �� -�k.t � �:!}�? 'r�.�a��. � � ,� �. f;A �.. � � C.. `, �, �t '�� . i. !
�� ~'�''1' ��t '� 11i�i�f r's���.�,rr �r,� � m :� �7 �a � � .�,alw � �• i ' :•��,;Y� ;��+'�
� �} .� ��� .�. ti'1' � �t1 �� }Y } � t
'� ,�, �_ �,. ,". �-,� � �, z � tN 5� N �,,� �� �.. ���,
` ��' �'�,��,���' "�` ''�t ��+�r�, 57'ry � -� � � ��a � V�5 �pE��1� �, � ii .. � _��`!� �:'� t
� "�� �'.� �.T ��'� �, c-t�`�'mo�c;•� y� ST ��. �, � �{I A �S� � � , $� ��::
c�'�r • "� +� � � Q.. � r�g ��, pE � �- �s '•, , ,
, ,:.���-� a, ,,- ��±+ n - '"Z�_ '�...:••Y � �'ai , �F� -- - �S � .�.
-"� :; .. . • ��'� ..�.� �. ,'�r�� xa� �i+. ;,� � � '�•�.�` �R � ,e�
=Z�a:,,� r i, '"" :,;�1.,,,,� pS 4�^ .�,.' �.�;� •+i " �±'7 � � �7. ..C'y� - . '�,�'�+;.'`�.' - �;� -w'r�[�+ •� � ' 4 r "
;�, ��y�S;y ,1- kvf7� •�' ;i,�'!".t�f►. _ L•il�"� Q F� �� �C1. �� ��< �� �:
�•-���... � :•'�'y: R• '�'�"-,•S�� �• 'i �h:�7. ��^7 \ ,� ~,� � .��, � � �
,,7+�1���r7-�`�'s.�i.� i� y��''F.�'' ��•'�� ' , � .� _ � : �� �''i y i�$ v':.
7� s . S4t,�,- � a;�'.'-�:'{�'�r' Y r ...�-•� � -_ - �1,�1_�'
� i.. S , tti � �:,•� -ti .,4.
��'.; Cl. �Z. : r _ '�' .,G►:� ,�� .
:�Y' � �i y ��� Y ^x�3� 1'y�1Py -r�� , . ' ��r - • � �� - . � .
a�i. ' 1 ��.���'"�Y � �s{� .u� ,,� ��'�r' -�� � G R 'i-' � ;�,,��, ,� � z ,'" �'�*y
�,'w����"'����J!.� �� � fe��'• 4�rA ���:� 7I N �v � �� *� � •�. �. �'•
,;,•-,.�t .,,.: ..k. ,� .. : 1; ' �.� r�Y��`� r � y, y,ryy }�� y��ar
� �s � 1 7��s�y�1 . �,�(rr'.ia'a S"Y� d. �:�7 CT.��.��'-� "�'+��gni. -+�Lra� ` ��T.:�;�•7] ,.`�r �+W�F+ . �� -y�.,7 �!.4�rr� �('
i.�:� ' L, `•f���'1v�,:,r c='�. ��--�� •�����r 3`. ��" 4�:t `'�`..t�f, s.'- i ��"`�%�` ., r �;p-�4. f -�� �_ � ;.
_�j''p'��'r{. -�f -•• - .y:� �r._ y,S� �-ti.+�'�� ~ -�'-:� LJ,i ��cr ��d y ' ys�. � ���� f•� `: "'" I �'.�,�;' _
hy�.L�}��,C��y� � �r� _ � ,i�rt —�..i A'-�:[ �.� ,���, ����• Y-� ry r,��� . �:�_ �d- 4 _�. � t � +�'�:
_ '
+T� "wCi: [� ¢. �;�." :� �� .� ��
� , •�� � -y�y� �`�� 2 • � e� � d.(4"SI• .�t r . -;� -
Y' P? �n���� ��T f ..+?/ �t7� �F' y�� �I' y f►�.� wv_ � �' �F[ +
� �Q 7. ,� .. a' '�_ �.F .� .
.� - '� �r�[' d-'. �.T+F N, � •�. .�� l`��~• � . ..ts_�.� .�,.�� �>���
� .. � . _
-ff-
_,n,. . . ... . ':.ap Prepare�by:TWK
�>,.G'�;:- �•av�:�. r�a; doroo•.�^�-�G:vc: � Inspection Area 12'2 CityofDubuque
a�n�,�c,�,a r��b�e�:�co�ocv�u��s��aE�sroo�mae,��no. - _ Engineerfng Division
`"�`�`Y�`°°°°a°e�°°°a"�uF�`�°g a°`°`�d.°`���_"`"° METERSHED ID �2-3 5o west�sth street
r,�.� ent anA ncmrafx irformatlon avallabte,UAGiS nnd 1 in ch = 1 000 feet W E -- -- o�b� ue,lowa 52001
s s,�aP�re,-s a��o�•.�r����,e me ac���ra�r v�����en�v or vne � q
� o�eae,«ora:�ee ne�e��,.rne ccy a�a�an���c,e;�y �2 � �� �2_4 Phone:(563)589-4270
;n9anrnos�,haii not bc hclG Ilabla for any dir<ct,indiier�,in::C�ntxi
o sea��e�,eai,e���cn�e,o�.a�a�i aam��e.,wneaner roresee,w�e o- — - { )
unforeseeablo,aris�rq nu[of the authorizec or;raaerorc:.r�e���o1,000 500 0 1,000 Feet Fax:
m��aa�a o�m��„ro�r�cY m��.se an��aa�a o��;,�,a.S�QaGn:, s` 12-1 12-5 H:\Engineering\I_I\Metershed
N�y�,a�;y,,,,,i2fS9��p�. Inspection Areas\Metershed 12
'D�U'B E Permanent Flow Meter Locations DAG�IS f
,�.����..E.�,��.�.,����«a�.r,�...,.E�
3fastvr}�iztr nn tfie•b1icai�•iCF'�
Sewer Shed 12
i 1]
186 � .
r - ' ��101
.t �.. -
166 157 • ', ,
:f . O
164
, r:
' 158 �
� 245 `
156 }` .
109 O
� ,.e i . • s
146 _ . - � � 2��4
� - � - �.a'
, �� o �
� � �
�2s � • `\ :�,
� , '�,,r,"�'°` 105 ` O �
. .
325 �� �
'i24�, 335 ;,i� '��
v $
- �
�` � ,��� o "' 6; J9
�°'
� � 250 ' �
� '� '`} . �
o.
� } '•�
�''� � � -
� '.�, � 67
`P 7� i
m � : � � �� # `� . .
� . �._ .
� � sao :� . � _=
344 ° �;. ye�rat Services,Inc
DISCLAIMER.?h•c ir;�±rmaci�n.a.,.orr.n�lea
��u� :.�a.:�e,;,.,,pni�ar.'r�.ma'ier.��c�an.
..� . �:lu�v_d a��e �..,led oY u��i"����Cie�ef �
Map Prepared by:
�_��:, ..., ..����:
._ °��•.�.�,-._,ua���.G'a.'.;'i..��n:::�`���'' City of Dubuque
, ''''° '�y:; 1 inch = 50 feet W E Engineering Givision
_ , ��,;`�d,; „d 50 West 13th Street
11�y 1 �� tl a c.ntel
q � �. � � „�p Dubuque,lowa 52001
,�. ,_. 5 :, ,�:�.,.,,,.,..�.�, ,,.,o�«< -..o. 50 25 0 50 Feet Phone:(563)589-4270
•,�.,a.�_..n,...,..�;.:,.. .,::,:.,..r, �..��..r.��,t _-^�• S Fax:(563)589-4205
Sewershed 12
October 6,20ll Raiv
RAINFALL SEWERSHED FLOW
Total Rainfall: 1.1 inches(3:09 pm to 11:09 pm) Dry Weather Flow: 039 M6D
Peak Rainfall Intensity: OS in/hr Wet Weather Flow: 1.17 M6D
Period with Intensity: 8:50 pm to 10:49 pm Wet Weather Peaking Factor:3.0
LB GC 1"0^F FFL L'S I.GC
i1NGFilIiIIX%:19PMI11TMGC 0.'&M11G�12fa�a,'JIX�Jf:141
SP
0.'_�
��1ti52.1 1G:SID1] 1Li&'IDP 1✓&ID1] 1Li1pd'u1 1GI1Le"u1
TY199AM c5/59PM 23R59AM 12tl^_R9PM 4A599PM �Y199PM
Sewershedl2
Sewer F1ows iv Respovse to 10-6-ll Raiv
RAWFALL SEWERSHED FLOW
Total Rainfall: 1.1 inches in 2+ hours Dry Weather Flow: 0.48 M6D
Peak Rainfall Intensity: 0.8 in/hr Flow 24 hours Following Rain: 0.43 M6D
Period wRh Intensity> OS in/hc 8:50 am to 929 am
._��ir"__F�n�_�e�nsc
�m�srmna���Pwi o.�weo -0.oa weo ne.�,�.omxsi
i,s
c=
noo
3' �III-/ 9i?Ll'1L1. 1WEl'1LT/ 1P'19JLY1] 104&Lil] �242G1T
1p
T9fl9AM Z21:R9AM Z21:R9AM Z9:R9AM T999AM T9:59AM1I
Sewershed 12
October 13,201] Raiv
RAINFALL SEWERSHED FLOW
Total Rainfall: 125 inches(12:55 pm to 720 pm) Dry Weather Flow: 0.45 M6D
PeakRainfall Intensity: 0.6 in/hr Wet Weather Flow: 156 M6D
Period with Intensity >OS in/hr: 2:00 pm to 235 pm Wet Weather Peaking Factor: 35
_ ._��-._-z-Fui�c�=t,iao
na�aam�soeso Pmi i semeo in weo Iz e�.vaexi
L6fi
� 1�Gi9iE'v1� 1Gi1L2u1 1u:K291 1Li152u1 1L953v1 1u�14IG1
i99RAM 45i9RPM 2949RAM lEPh99PM 4F599PM �2199AM
Sewershed 12
Oc[ober 14,201]Raiv
RAINFALL SEWERSHED FLOW
Total Rainfall: 075 inches (10:00 am to 5:45 pm) Dry Weather Flow: 037 M6D
Peak Rainfall Intensity: 0.4 in/hr Wet Weather Flow: 1.18 M6D
Period with Intensity: 435 pm to 5:10 pm Wet Weather Peaking Factor: 32
., �,�I ,r.,:9 FfA�,'f MSC
4e51i SS126 PMi I lfi MGC G41 MG��l,{z�a,2R5625�
� � �
GEP
�1�GT2%T lan2'2%-� 1M4'2%-� 1P'192%-� 1M62%-� 1'J4Y2%T
T211".dM 45/99PM M499AM 12�SSRPM1I SfE39FM1l ]i1:M1SAM1I