2015 Combined Sewer Televising Condition Assessment

Transcription

2015 Combined Sewer Televising Condition Assessment
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising
Condition Assessment
Prepared by:
www.baxterwoodman.com
Final Report
August 2015
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
TABLE OF CONTENTS
140164.61
Section
Page No.
EXECUTIVE SUMMARY .................................................................................................................................................. 7
1.
INTRODUCTION ................................................................................................................................................ 8
1.1
2.
PREVIOUS EVALUATION (2002) ................................................................................................................ 9
2.1
2.2
3.
General .................................................................................................................................................. 8
Background ......................................................................................................................................... 9
Methodology ....................................................................................................................................... 9
2.2.1 Asset Survey ........................................................................................................................ 9
2.2.2 Asset Attribute Information....................................................................................... 10
2.2.3 Closed Circuit Television (CCTV) Inspection ...................................................... 10
2.2.4 Hansen Asset Management Software .................................................................... 11
2.2.5 Condition Grades ............................................................................................................ 11
2.2.6 Rehabilitation Methods ............................................................................................... 12
2.2.7 Previous Recommendations ...................................................................................... 12
2.2.8 Previous Project Funding............................................................................................ 13
2.2.9 Rehabilitation Work Completed to Date............................................................... 13
2015 EVALUATION ....................................................................................................................................... 15
3.1
3.2
3.3
General ............................................................................................................................................... 15
Hansen Rating System ................................................................................................................. 15
Recommended Repairs ................................................................................................................ 16
4.
REHABILITATION SCHEDULE .................................................................................................................. 17
5.
COMPARISON BETWEEN 2002 AND 2015 EVALUATIONS ......................................................... 18
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment  140164.61
TABLE OF CONTENTS
Page 3
LIST OF TABLES
Table
Page No.
1
Total Project Cost by Sewer Grade ............................................................................................................ 7
2
Condition Grades ........................................................................................................................................... 11
3
2002 - Total Project Cost by Grade ......................................................................................................... 13
4
Sewer Rehabilitation Annual Costs ........................................................................................................ 14
5
2002 Sewer Rehabilitation Completed Recommendations ......................................................... 14
6
2015 Evaluation Project Costs - Categories 3, 4 and 5 ................................................................... 16
LIST OF FIGURES
Figure
Page No.
1
Structural Pipe Grade Totals - 2002....................................................................................................... 18
2
Structural Pipe Grade Totals - 2015....................................................................................................... 19
3
2002 Pipe Segment Grade 1 ...................................................................................................................... 20
4
2002 Pipe Segment Grade 2 ...................................................................................................................... 21
5
2002 Pipe Segment Grade 3 ...................................................................................................................... 21
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment  140164.61
TABLE OF CONTENTS
Page 4
LIST OF APPENDICES
Appendix
1
Structural Codes
2
Recommended Rehabilitation Work - Sorted by Overall Structural Grade
3
Recommended Rehabilitation Work - Sorted by Manhole Identification Number
LIST OF EXHIBITS
Exhibit
A
2015 Study Area
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment  140164.61
TABLE OF CONTENTS
Page 5
ABBREVIATIONS
CCTV
CIP
CIPP
ESRI
GIS
GPS
ID
MH
MWRDGC
NASSCO
PACP
PVC
RCP
VCP
MH
-
closed circuit televising
Capital Improvement Plan
cured-in-place pipe
Environmental Systems Research Institute, Inc.
Geographic Information System
Global Positioning System
identification
manhole
Metropolitan Water Reclamation District of Greater Chicago
National Association of Sewer Service Companies
Pipeline Assessment Certification Program
polyvinyl chloride
reinforced concrete pipe
vitrified clay pipe
Manhole
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment  140164.61
TABLE OF CONTENTS
Page 6
DEFINITIONS
Infiltration
Water other than wastewater that enters a sewage collection system (including sewer service
connections) from the ground through such sources as defective pipes, pipe joints, connections, or
manholes. Infiltration does not include, and is distinguished from, inflow.
Inflow
Water other than wastewater that enters a sewage collection system (including sewer service
connections) from sources such as roof leaders, cellar drains, yard drains, areadrains, foundation
drains, drains from springs and swampy areas, manhole covers, cross connections between storm
sewers and sanitary sewers, catch basins, cooling towers, storm water, surface runoff, street wash
waters, or drainage. Inflow does not include, and is distinguished from, infiltration.
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment  140164.61
EXECUTIVE SUMMARY
Page 7
EXECUTIVE SUMMARY
The Village of Mount Prospect owns and operates a combined sewer system that was constructed
between the 1920s and 1950s. In 2002, the Village began a comprehensive evaluation of the system
which included a field survey to locate all manholes, catch basins and inlets; and televising of the
sewers. Each sewer segment televised was evaluated using a structural grading system developed
from the Village’s Hansen asset management software. Each sewer segment was assigned a condition
grade from one to five, with five being the worst. A prioritized multi-year rehabilitation program was
then developed to be used as a roadmap for future repairs. That evaluation led to an annual
combined sewer rehabilitation program beginning in 2006. From 2006 through 2013, approximately
$7.43 million has been spent rehabilitating all of the Grade 4 and 5 sewers, as well as a portion of the
Grade 3 sewers.
In 2015, the Village commissioned another program to re-televise all of the sewers that have not been
rehabilitated to determine their current conditions. This latest evaluation determined that
significant deterioration of the sewers continue. Approximately 32% of the sewers fall into the Grade
4 and 5 categories, and another 22% in the Grade 3 category. The Grade 5 sewers require
rehabilitation within one to two years, Grade 4 within three to four years, and Grade 3 within five to
ten years. The majority of the structural defects can be rehabilitated by lining the sewers with curedin-place pipe (CIPP). In most cases, CIPP can be installed without excavation, although a few
combined sewers will require excavation and replacement of a section of pipe prior to CIPP
installation.
Approximately 18,000 feet of previously lined sewers were also televised to ensure the reliability of
the rehabilitation technology. The review showed that all of the previous CIPP repairs televised
remain intact and in good condition. This is to be expected since CIPP repairs are designed for a
minimum 50-year service life.
Table 1 presents the estimated total project costs for all the recommended rehabilitation work
including contingencies and engineering design and construction fees.
TABLE 1
Total Project Cost by Sewer Grade
Item
Construction Cost
Grade 5
Grade 4
Grade 3
Total Project Cost
Suggested Completion Years
Cost
2015-2017
2018-2019
2020-2030
$13,337,000
$14,562,000
$17,561,000
$15,460,000
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment  140164.61
1. INTRODUCTION
Page 8
1. INTRODUCTION
1.1
General
The Village of Mount Prospect, Illinois is located approximately 22 miles northwest of downtown
Chicago in Cook County. The Village encompasses an area of approximately 10.37 square miles. The
2010 Census reported the Village’s population as 54,167.
Like many older Illinois communities, portions of the Village’s sanitary sewer system include
combined sewers (sewers designed and constructed to collect and convey both sanitary sewage and
stormwater runoff). The combined sewer system was constructed between the 1920s and 1950s
and consists of approximately 260,000 feet of combined sewers ranging in size from 8-inch diameter
sewers that serve residential streets to 72-inch diameter interceptors that convey flow to the
Metropolitan Water Reclamation District of Greater Chicago (MWRDGC) interceptor sewers. The
system is located in the central portion of the Village bound approximately by Kensington Road to
the north, Mount Prospect Road to the east, Golf Road to the south and Busse Road to the west. New
construction of this type of sewer is no longer permitted and separate sanitary and storm sewers
are currently required. The pipe material consists primarily of vitrified clay pipe (VCP) and
reinforced concrete pipe (RCP). There is also a small quantity of ductile iron and polyvinyl chloride
(PVC) truss pipe.
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment  140164.61
2. PREVIOUS EVALUATION (2002)
Page 9
2. PREVIOUS EVALUATION (2002)
2.1
Background
In the early 2000’s, the Public Works staff uncovered some combined sewers that were in need of
rehabilitation. Because the system was nearing the end of its expected life cycle of 50 to 75 years,
the Village decided to undertake a comprehensive evaluation of the entire combined sewer system
in 2002. This consisted of the following:

Perform an Asset Survey to collect attribute information for all inlets, catch basins, manholes
and mainline sewers.

Clean and perform closed circuit televising (CCTV) of approximately 260,000 feet of
combined sewer.

Enter the observations of each inspection into the Village’s Hansen asset management
software.

Assess the structural condition and generate an objective, numerical defect rating of each
sewer segment televised using the Hansen software rating system.

Development of a prioritized rehabilitation program based on the structural ratings
including expected costs for each repair.

Provide the Village with an asset inventory of the combined sewers system through a
Geographic Information System (GIS) and Hansen Asset Management Software.
2.2
Methodology
2.2.1
Asset Survey
An asset survey was conducted to obtain spatial coordinates for all of the combined sewer structures
in the study area. The asset survey served as a base for the GIS generated as part of the project and
provided the list of combined sewers for CCTV inspection.
A Trimble® GeoX hand-held Global Positioning System (GPS) unit was used to collect GPS-based
data. This unit was used strictly to collect spatial data (coordinates). Where spatial data collection
with GPS was not feasible (due to excessive tree cover or other canopy), a Sokkia© Total Station with
an SDR33 data collector was utilized. Spatial data was downloaded from the collection devices into
Trimble’s® GPS Pathfinder Office, where it was exported into an Environmental Systems Research
Institute, Inc. (ESRI) “shapefile” for GIS importation. Northing, easting, and elevation and structure
identification (IDs) were obtained for a total of 3177 structures in the study area.
Structure ID numbers were recorded as an attribute for each structure that was surveyed.
Combined sewer manhole IDs were assigned using the following naming convention: X-CS, where
X is the section number from the Village’s existing utility atlases and CS is the specific combined
sewer manhole within each section. For example, “8S-CS5”is the name for combined sewer manhole
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment  140164.61
2. PREVIOUS EVALUATION (2002)
Page 10
“5” on section “8S” of the Village’s utility atlas. Inlets and catch basins are numbered sequentially
(starting at one) and are referenced to the manhole (MH) to which they are tributary. For example,
“8S-CS5-IN1812” is the name for combined sewer inlet “1812” (which is tributary to “MH 8S-CS5”).
Where available, manhole IDs from Mount Prospect’s existing combined sewer atlas were used.
Where no existing manhole ID was available, one was assigned by the survey crew.
2.2.2
Asset Attribute Information
Asset attribute information was collected for each structure surveyed. Attributes recorded include
structure type, materials of construction, inlet and outlet pipe information (locations, material and
diameter), direction of flow, and rim to invert depth information. Asset attribute information was
collected for inventory purposes and was added to the GIS database.
2.2.3
Closed Circuit Television (CCTV) Inspection
CCTV inspection is utilized to assess the condition of the sewer lines. A specially designed camera
is inserted into the sewer and used to visually inspect the interior of the sewer. The camera is either
pulled through by a winch at the downstream manhole, or it is mounted to a self-propelled, remote
controlled “crawler”.
In order to effectively determine the structural condition of the pipe with CCTV inspection, the
majority or the interior of the pipe needs to be visible during inspection. Where required, debris
and roots are removed prior to televising using a high powered water jet (jetting). Also, in sewers
where the water level is high enough to submerge the camera, the water level is lowered by using
the jetter ahead of the camera (effectively “pushing” the water out of the way).
The CCTV camera is equipped with lights and is capable of rotating 360 degrees to observe the entire
interior of the sewer. As the camera is guided through the pipe, the operator notes the location of
any structural defects that are observed as well as the locations of service laterals, root intrusions,
pipe size or material changes, and buried manholes. These items are cataloged for later use when
assessing the structural condition of the sewer. The CCTV inspection is recorded in both VHS and
DVD formats. Written inspection logs documenting the inspection and operator observations
accompany the CCTV inspection videos.
An office review was conducted for each CCTV inspection and inspection log. The location (in terms
of number of feet from the upstream manhole) and severity of each structural defect was identified
and a defect code was assigned. The televising revealed a wide range of construction materials. The
majority (96%) of the combined sewers is constructed of either VCP or RCP. The remainder of the
sewers (4%) is constructed of either ductile iron or PVC pipe. All of these are common construction
materials for both sanitary and combined sewers, although some materials (such as VCP) have been
used less frequently in recent years. Each material has advantages and disadvantages to its use. One
of the main disadvantages of VCP pipe is that it is very brittle. Incorrect installation and trench
settlement often result in cracked or shattered pipe. One of the main disadvantages of RCP pipe is
that it is susceptible to hydrogen sulfide deterioration, which reduces the wall thickness (and,
therefore, strength) of the pipe.
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment  140164.61
2. PREVIOUS EVALUATION (2002)
2.2.4
Page 11
Hansen Asset Management Software
The Village of Mount Prospect currently uses Hansen Asset Management Software to track and
manage portions of its infrastructure. The software stores data for each asset including construction
material, date of installation, and inspection and maintenance records. It has built in functions that
allow a municipality to prioritize and track maintenance of infrastructure.
Asset survey and inventory data collected in the field was compiled and used to populate the Hansen
database for the combined sewer system. In addition, CCTV inspection data was manually entered
for each combined sewer using the established defect codes. Each code was assigned a structural
defect value that allowed the software to calculate a numerical “structural defect rating”.
Hansen allows the user to input many different categories of defects including infiltration/inflow
(clear waters entering the sewer); root intrusion; joint condition; debris accumulation; service
lateral type and condition; pipe misalignments; cracked pipe; and structural failures. There are
several defect codes within each Grade, and each code has an associated defect value. Based on the
type and number of defects entered, Hansen calculates four defect ratings for each sewer segment:
structural rating, root rating, infiltration/inflow rating, and an overall rating. The overall rating is
calculated from a weighted average of the other three ratings. In general, the more severe and
numerous the defects are, the higher the rating.
The previous study focused on the structural condition of the combined sewers, and; therefore, only
the structural rating was considered significant. The root and infiltration/inflow ratings are
significant only from a maintenance perspective.
2.2.5
Condition Grades
After the sewer observation codes were entered into the Hansen software, a condition grade was
assigned to each individual sewer. The overall condition grades are defined in Table 2 below.
TABLE 2
Condition Grades
Grade
Grade 5
Grade 4
Grade 3
Grade 2
Grade 1
Description
Sewer segment in severe structural condition with sections of deformed or
collapsed pipe.
Sewer segment in very poor structural condition with sections of shattered and
broken pipe.
Sewer in poor structural condition, with many sections of cracked or fractured
pipe.
Sewer in good condition with only minor defects.
Sewer in very good condition.
Rehabilitation for Grade 5 sewers were recommended for repair within one to two years. Grade 4
sewers were recommended for repair within three to four years. Grade 3 sewers were
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment  140164.61
2. PREVIOUS EVALUATION (2002)
Page 12
recommended for repair within five to ten years. Grade 2 sewers had minor defects that did not
require rehabilitation at that time, but were recommended to be re-inspected from time to time to
verify that the defects had not worsened.
2.2.6
Rehabilitation Methods
There are several techniques for sewer rehabilitation. Each sewer segment must be reviewed
individually to determine which rehabilitation technique(s) is most appropriate given the structural
and maintenance condition of the pipe. In short, “one size does not fit all”. The following
rehabilitation techniques were considered for this project.
Cured-In-Place Pipe (CIPP)
CIPP involves inserting a resin-impregnated flexible liner into an existing deteriorated sewer from
one manhole to another. The liner is then expanded to the shape of the sewer using water or air.
The medium used to expand the liner is heated to a designated curing temperature which hardens
the resin to form a rigid structural repair. After curing, service laterals are reinstated from the inside
of the sewer with remotely controlled cutters. The finished product is at least as strong as the
original pipe and is expected to have a minimum 50-year design life. The rigid liner does not contain
any joints within the repair, which eliminates the possibility of future leaks due to joint separation
or root intrusion. Other advantages of this repair method are that it is usually significantly less
expensive than open cut replacement, causes minimal disruption; and can be completed in a short
amount of time.
CIPP installation is conducted in situ and generally requires no excavation. CIPP can typically be
installed through minor to moderately deformed pipe without additional work, although severely
deformed pipe must first be excavated and replaced prior to CIPP installation.
Because CIPP is inserted into an existing sewer, the inside diameter of the host sewer will be
decreased by the thickness of the liner. However, this decrease in flow capacity is minimal and is
offset by the improved structural condition of the pipe. Also, lining with CIPP can increase a pipe’s
smoothness and reduce root intrusion, resulting in improved flow characteristics and increased
capacity.
Sewer Replacement
Where a CIPP repair is not possible due to a partially or fully collapsed pipe, excavation and
replacement (E&R) is necessary. This method is generally the most expensive and most disruptive
technique. In most cases, an E&R repair is only necessary on a portion of sewer segment. After the
repair is complete, a full manhole-to-manhole liner is typically installed to complete the
rehabilitation of the sewer section. All sewers requiring an E&R repair are grouped into Grade 5.
2.2.7
Previous Recommendations
Of the approximately 260,000 feet of combined sewers inspected in the previous study, 8% were in
severe structural condition (Grade 5) requiring rehabilitation within 1 to 2 years, 11% were in very
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment  140164.61
2. PREVIOUS EVALUATION (2002)
Page 13
poor structural condition (Grade 4) requiring rehabilitation within 3 to 4 years, 21% had moderate
structural defects (Grade 3 sewers) requiring rehabilitation within 5 to 10 years, 36% had minor
structural defects (Grade 2 sewers) requiring monitoring and 25% had no structural defects (Grade
1 sewers). The most common structural defects found were cracked and shattered VCP and
hydrogen sulfide deterioration of RCP.
The majority of the structural defects were recommended to be rehabilitated using CIPP. In most
cases, the CIPP could be installed without excavation, although some combined sewers required
excavation and replacement of a section of pipe prior to CIPP installation. The estimated total
project cost for all rehabilitation was $14,426,000 to be completed over a ten-year period as shown
in Table 3.
TABLE 3
2002 - Total Project Cost by Grade
Grade
Grade 5
Grade 4
Grade 3
Grade 2
Grade 1
Total Project Cost
2.2.8
Cost
$02,480,000
$02,548,000
$05,240,000
$04,158,000
$00,000,000
$14,426,000
Previous Project Funding
In October 2005, a Water and Sewer Rate Study and Combined Sewer Project Funding Solution was
presented by the Director of Finance to provide a funding source for the combined sewer project as
well as correct deficit spending in the Water and Sewer Fund.
It was recommended that the Five-Year Capital Improvement Plan (CIP) (2006-2010) include an
annual budget of $1 million to fund the combined sewer repairs. This resulted in an implementation
of a monthly service fee for all users of $5.00.
2.2.9
Rehabilitation Work Completed to Date
The first combined sewer rehabilitation program was conducted in 2006. The program continued
annually through 2013. Table 4 lists the annual project totals for both CIPP and spot repairs.
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment  140164.61
2. PREVIOUS EVALUATION (2002)
Page 14
TABLE 4
Sewer Rehabilitation Annual Costs
Sewer Rehabilition Year
2006
2007
2008
2009
2010
2011
2012
2013
Total
Cured-In-Place Pipe
$1,000,378
$0,865,965
$0,904,183
$0,812,175
$0,836,543
$0,504,157
$0,585,820
$0,404,863
$5,914,084
E&R
$0,123,814
$0,206,132
$0,185,484
$0,090,574
$0,160,247
$0,246,825
$0,263,494
$0,241,195
$1,517,765
Total Year End Cost
$1,124,192
$1,072,097
$1,089,667
$0,902,749
$0,996,790
$0,750,982
$0,849,314
$0,646,058
$7,431,849
It should be noted that approximately 20% of the total rehabiliation dollars spent was for the critical
Grade 5 E&R repairs. The significance of this value will be discussed later in this report.
Table 5 lists the percentages of sewers rehabilitated by Grade.
TABLE 5
2002 Sewer Rehabilitation Completed Recommendations
Sewer Grade
5
4
3
2
1
Rehabilitation Complete
100%
100%
31%
8%
1%
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment  140164.61
3. 2015 EVALUATION
Page 15
3. 2015 EVALUATION
3.1
General
All recommended repairs for Grades 4 and 5 sewers have been completed as well as approximately
31% of the Grade 3 repairs. Since its been approximately 13 years since the combined sewer system
was last televised, the Village decided to re-inspect all of the sewers that were not rehabilitated to
re-evaluate their conditions and develop an updated prioritization schedule. In addition,
approximately 18,000 feet of rehabilitated sewers were re-televised to monitor the integrity of the
repair work. The work was completed by Visu-Sewer of Illinois, LLC between October 2014 and July
2015. In total, approximately 210,000 feet of combined sewer was inspected, as shown in Exhibit
A.
3.2
Hansen Rating System
All inspection data from each sewer televised was manually entered into the Village’s Hansen Asset
Management Software, similar to the previous study. However, the observation and defect codes
used were updated to the latest version of the Pipeline Assessment Certification Program (PACP)
developed by the National Association of Sewer Service Companies (NASSCO). This coding system
was developed to provide the industry with the ability to accurately assess their infrastructure using
tools that are common to the nation as a national standard. The MWRDGC has recently required all
sewer televising be conducted in conformance with PACP standards. Although the actual codes
differ from those used in the previous evaluation, the same basic logic is used for assigning sewer
segments a defect rating Grade as listed in Table 2.
Appendix 1 lists the observation codes used for the evaluations. Each code was assigned a numerical
defect rating from 1 – 5. Minor defects that have little impact on the structural integrity of the sewer
were assigned a rating of 1, while significant defects that severely affect the structural integrity were
assigned a rating of 5. The Hansen software also totalizes non-structural defects such as
infiltration/inflow (clear water entering the sewer), root intrusion, accumulation of mineral
deposits and debris accumulation. However, these are operation and maintenance issues. This
study, as well as the previous study, focused only on the structural condition of the sewers. An
overall structural rating was calculated for each sewer section using the following formula:
Overall Structural Rating = (No. of Grade 5 defects x 5) + (No. of Grade 4 defects x 4) + (No. of
Grade 3 defects x3) + (No. of Grade 2 defects x 2) + (No. of Grade 1 defects x 1)
It should be noted that the prioritization list is not based solely on the overall structural rating since
a sewer segment with a high number of smaller, less significant defects may have an overall
structural rating higher than a sewer segment that has only one or two significant, Grade 5 defects.
For this reason, the priority list is based first on the worst defect within a sewer segment, then on
the overall structural rating within that Grade. This is to ensure that a higher priority is placed on
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment  140164.61
3. 2015 EVALUATION
Page 16
rehabilitating a sewer segment with a single severe defect (Grade 5) rather than a sewer segment
with numerous minor defects (Grade 3).
3.3
Recommended Repairs
Appendix 2 contains the prioritization table for the recommended rehabilitation work first sorted
from Grade 5 to Grade 1, then by the overall structural rating. Appendix 3 is sorted by the upstream
manhole ID number to assist in finding a specific pipe segment. As with the previous study,
rehabilitation for Grade 5 sewers are recommended for repair within one to two years. Grade 4
sewers are recommended for repair within three to four years. Grade 3 sewers were recommended
for repair within five to ten years. Table 6 shows the total project costs broken down by overall
condition grade.
TABLE 6
2015 Evaluation Project Costs - Categories 3, 4 and 5
Item
Construction Cost
Grade 5
Grade 4
Grade 3
Subtotal
Contingency (10%)
Design and Construction Engineering (10%)
Total Project Cost
Cost
$02,780,000
$03,800,000
$06,300,000
$12,880,000
$01,290,000
$01,290,000
$15,460,000
It should be noted that of the estimated total rehabilitation costs for the Grades 3, 4 and 5 repairs,
only $35,000 (0.3%) of it is for critical repairs requiring excavation and replacement. This is
compared to approximately $1.52 million (20%) spent on E&R repairs from the 2002 evaluation.
Review of the 18,000 feet of lined sewers showed that all of the previous CIPP repairs televised
remain intact and in good condition. This is to be expected since CIPP repairs are designed for a
minimum 50-year service life.
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment  140164.61
4. REHABILITATION SCHEDULE
Page 17
4. REHABILITATION SCHEDULE
An important factor to realize is that all sewers continue to degrade with time. Ultimately, every
sewer in every system will require rehabilitation or replacement. The Village has been proactive in
inspecting, evaluating and repairing their deteriorated combined sewer system over the past 13
years. By continuing with this diligent rehabilitation program, the burden of repairing the system
can be planned and budgeted within the financial capabilities of the Village.
The Village has budgeted approximately $1 million each year for a combined sewer rehabilitation
project. Based on this annual budget, rehabilitation of the Grade 5, 4 and 3 sewers will take
approximately 3, 4 and 6 years, respectively. Since the Grade 5 repairs should be completed within
one to two years, the Village should consider accelerating the program over the next couple of years.
While CIPP is proposed for individual segments, it is often more cost-effective to line multiple
segments at a time. Therefore, some cost savings may be achieved by re-grouping the rehabilitation
so that consecutive sewers are lined in the same year, regardless of priority. This is why some
previous Grade 2 repairs were completed before completion of all Grade 3 repairs.
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment  140164.61
5. COMPARISON BETWEEN 2002 AND 2015 EVALUATIONS
Page 18
5. COMPARISON BETWEEN 2002 AND 2015 EVALUATIONS
This section of the report discusses the findings of the 2002 and 2015 evaluations to better
understand the rate at which the combined sewers are deteriorating. Figure 1 illustrates the
percentage of sewers from the 2002 evaluation grouped by defect grade.
FIGURE 1
Structural Pipe Grade Totals - 2002
Grade 5, 8%
Grade 1 & 0, 25%
Grade 4, 11%
Grade 3, 20%
Grade 2, 36%
As the figure shows, approximately 40% of the sewers inspected fell into the Grades 3, 4 and 5
categories. These sewers ranged in age from approximately 50 to 80 years old. Recall that all of the
Grade 4 and 5 repairs were completed as well as approximately 31% of the Grade 3 sewers.
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment  140164.61
5. COMPARISON BETWEEN 2002 AND 2015 EVALUATIONS
Page 19
Figure 2 illustrates the percentage of sewers from the 2015 evaluation grouped by defect grade.
FIGURE 2
Structural Pipe Grade Totals - 2015
Grade 5, 12%
Grade 1 & 0, 35%
Grade 4, 20%
Grade 2, 11%
Grade 3, 22%
As the figure shows, in the past 13 years, approximately 32% of the previous Grades 1, 2 and 3
defects are now Grades 4 and 5.
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment  140164.61
5. COMPARISON BETWEEN 2002 AND 2015 EVALUATIONS
Page 20
Figure 3 shows the percentages of previous Grade 1 sewers that are now Grades 1, 2, 3, 4 or 5.
FIGURE 3
2002 Pipe Segment Grade 1
Perecntage of 2015 Catgories Previously a 2002 Grade 1
45%
41%
40%
35%
33%
30%
25%
20%
14%
15%
10%
6%
6%
5%
0%
Grade 1:
Grade 2:
Grade 3:
Grade 4:
2015 Pipe Segment Grade Rating
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment  140164.61
Grade 5:
5. COMPARISON BETWEEN 2002 AND 2015 EVALUATIONS
Page 21
Figure 4 shows the percentage of previous Grade 2 sewers that are now Grades 2, 3, 4 or 5.
FIGURE 4
2002 Pipe Segment Grade 2
50%
45%
Perecntage of 2015 Catgories
Previously a 2002 Grade 2
45%
40%
35%
29%
30%
25%
18%
20%
15%
10%
7%
5%
0%
Grade 2:
Grade 3:
Grade 4:
Grade 5:
2015 Pipe Segment Grade Rating
Figure 5 shows the percentage of previous Grade 3 sewers that now Grades 3, 4 or 5.
FIGURE 5
2002 Pipe Segment Grade 3
50%
47%
43%
Perecntage of 2015 Catgories
Previously a 2002 Grade 3
45%
40%
35%
30%
25%
20%
15%
10%
10%
5%
0%
Grade 3:
Grade 4:
Grade 5:
2015 Pipe Segment Grade Rating
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment  140164.61
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Structural Defect
Code
Appendix 1
Structural Codes
Description
Grade Factor
B
B1
B2
B3
BSV
BSV-C
BVV
BVV-C
BROKEN (5-15)
PIPE BROKEN - DEFECT NOTED AT ONE CLOCK POSITION (5-15)
PIPE BROKEN - DEFECT EXPANDS OVER TWO CLOCK POSITIONS (5-15)
PIPE BROKEN - DEFECT EXPANDS OVER THREE CLOCK POSITIONS (5-15)
BROKEN -SOIL VISIBLE BEYOND DEFECT (5-15)
BROKEN - SOIL VISIBLE BEYOND DEFECT CONTINUOUS (5-15)
BROKEN-VOID VISIBLE BEYOND DEFECT (5-15)
BROKEN-VOID VISIBLE BEYOND DEFECT CONTINOUS (5-15)
3.00
4.00
5.00
5.00
5.00
5.00
5.00
BRICKWORK
DB
DI
MB
MM-L
MM-M
MM-S
BRICKWORK (5-77)
BRICKWORK - DISPLACED (5-75)
BRICKWORK - DROPPED INVERT (5-75)
BRICKWORK - MISSING (5-75)
MISSING MORTAR - LARGER (5-75)
MISSING MORTAR - MEDIUM (5-75)
MISSING MORTAR - SMALL (5-75)
3.00
5.00
4.00
3.00
3.00
2.00
C
CC
CH2
CH2-C
CH3
CH3-C
CH4
CH4-C
CL
CL-C
CM
CM-C
CS
CS-C
CRACK (5-1)
CIRCUMFERENTIAL CRACK (5-2)
HINGE CRACK - TWO CRACKS (5-2)
CONTINUOUS HINGE CRACK - TWO CRACKS (5-2)
HINGE CRACK - THREE CRACKS (5-2)
CONTINUOUS HINGE CRACK - THREE CRACKS(5-2)
HINGE CRACK - FOUR CRACKS OR GREATER (5-2)
CONTINUOUS HINGE CRACK - FOUR CRACKS OR GREATER (5-2)
LONGITUDINAL CRACK (5-2)
CONTINUOUS LONGITUDINAL CRACK - (5-2)
MULTIPLE CRACK (5-2)
CONTINUOUS MULTIPLE CRACK - (5-2)
SPIRAL CRACK (5-2)
CONTINUOUS SPIRAL CRACK - (5-2)
1.00
4.00
4.00
5.00
5.00
5.00
5.00
2.00
2.00
3.00
3.00
2.00
2.00
D
D1
D1-C
D2
D2-C
DH
DEFORMED (5-19)
PIPE DEFORMED - LESS THAN 10%
CONTINUOUS PIPE DEFORMED - LESS THAN 10%
PIPE DEFORMED - GREATER THAN 10%
CONTINUOUS PIPE DEFORMED - GREATER THAN 10%
DEFORMED HORIZONTALLY (BRICK) (5-19)
4.00
4.00
5.00
5.00
5.00
Page 1 of 6
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Structural Defect
Code
Appendix 1
Structural Codes
Description
Grade Factor
D
DH-C
DV
DV-C
DEFORMED (5-19)
CONTINUOUS DEFORMED HORIZONTALLY - (BRICK)(5-19)
DEFORMED VERTICALLY (BRICK) (5-19)
CONTINUOUS DEFORMED VERTICALLY - (BRICK)(5-19)
5.00
5.00
5.00
F
FC
FH2
FH2-C
FH3
FH3-C
FH4
FH4-C
FL
FL-C
FM
FM-C
FS
FS-C
FRACTURE (5-7)
CIRCUMFERENTIAL FRACTURE (5-7)
HINGE FRACTURE - TWO FRACTURES (5-7)
CONTINUOUS HINGE FRACTURE - TWO FRACTURES (5-7)
HINGE FRACTURE - THREE FRACTURES (5-7)
CONTINUOUS HINGE FRACTURE - THREE FRACTURES (5-7)
HINGE FRACTURE - FOUR FRACTURES OR GREATER (5-7)
CONTINUOUS HINGE FRACTURE - FOUR FRACTURES OR GREATER (5-7)
LONGITUDINAL FRACTURE (5-7)
CONTINUOUS LONGITUNDINAL FRACTURE (5-7)
MULTIPLE FRACTURE (5-7)
CONTINUOUS MULTIPLE FRACTURE (5-7)
SPIRAL FRACTURE (5-7)
CONTINUOUS SPIRAL FRACTURE (5-7)
2.00
4.00
4.00
5.00
5.00
5.00
5.00
3.00
3.00
4.00
4.00
3.00
3.00
H
H1
H2
H3
HSV
HSV-C
HVV
HVV-C
HOLE (5-17)
HOLE IN PIPE - NOTED AT ONE CLOCK POSITION
HOLE IN PIPE - DEFECT EXPANDS OVER TWO CLOCK POSITIONS (5-17)
HOLE IN PIPE - DEFECT EXPANDS OVER THREE CLOCK POSITIONS (5-17)
HOLE-SOIL VISIBLE BEYOND DEFECT (5-17)
CONTINUOUS HOLE IN PIPE- SOIL VISIBLE BEYOND DEFECT
HOLE-VOID VISIBLE BEYOND DEFECT (5-17)
CONTINUOUS HOLE IN PIPE - VOID VISIBLE BEYOND DEFECT
3.00
4.00
5.00
5.00
5.00
5.00
5.00
J
JAL
JAL-C
JAM
JAM-C
JOL
JOL-C
JOM
JOM-C
JOINT (5-26)
JOINT ANGULAR - LARGE (5-26)
CONTINUOUS JOINT ANGULAR - LARGE
JOINT ANGULAR - MEDIUM (5-26)
CONTINUOUS JOINT ANGULAR - MEDIUM
JOINT OFFSET (DISPLACED) - LARGE (5-26)
CONTINUOUS JOINT OFFSET (DISPLACED) - LARGE
JOINT OFFSET (DISPLACED) - MEDIUM (5-26)
CONTINUOUS JOINT OFFSET (DISPLACED) - MEDIUM
2.00
2.00
1.00
1.00
2.00
2.00
1.00
1.00
Page 2 of 6
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Structural Defect
Code
Appendix 1
Structural Codes
Description
Grade Factor
J
JSL
JSL-C
JSM
JSM-C
JOINT (5-26)
JOINT SEPARATED (OPEN) - LARGE (5-26)
CONTINUOUS JOINT SEPARATED (OPEN) - LARGE
JOINT SEPARATED (OPEN) - MEDIUM (5-26)
CONTINUOUS JOINT SEPARATED (OPEN) - MEDIUM
2.00
2.00
1.00
1.00
K
KD
KD-C
KI
KI-C
KW
KW-C
BUCKLING (5-45)
DIMPLING BUCKLING (5-45)
DIMPLING BUCKLING CONTINUOUS
INVERSE CURVATURE (5-45)
INVERSE CURVATURE CONTINUOUS
WALL BUCKLING (5-45)
WALL BUCKLING - CONTINUOUS
0.00
0.00
0.00
0.00
0.00
0.00
LF
LFAC
LFAS
LFB
LFB-C
LFBK
LFBK-C
LFBU
LFBU-C
LFCS
LFD
LFDC
LFD-C
LFDC-C
LFDE
LFDL
LFDL-C
LFOC
LFPH
LFPH-C
LFRS
LFUC
LFW
LFW-C
LINING FAILURE (5-49)
ABANDONED CONNECTION (5-49)
ANNULAR SPACE (5-49)
BLISTERED LINING (5-49)
CONTINUOUS BLISTERED LINING
BUCKLED LINING (5-49)
CONTINUOUS BUCKLED LININING
BULGES (5-50)
CONTINUOUS BULGES
SERVICE CUT SHIFTED (5-49)
DETACHED LINING (5-49)
DISCOLORATION (5-50)
CONTINUOUS DETACHED LINING
CONTINUOUS DISCOLORATION
DEFECTIVE END (5-49)
DELAMINATION (5-50)
CONTINUOUS DELAMINATION
OVERCUT SERVICE (5-49)
PINHOLES (5-50)
CONTINUOUS PINHOLES
RESIN SLUG (5-50)
UNDERCUT SERVICE (5-49)
WRINKLED LINING (5-49)
CONTINUOUS WRINKLED LINING
0.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
Page 3 of 6
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Structural Defect
Code
Appendix 1
Structural Codes
Description
Grade Factor
LF
LFZ
LINING FAILURE (5-49)
LINING FAILURE OTHER
0.00
RP
RPL
RPL-D
RPP
RPP-D
RPR
RPR-D
RPZ
RPZ-D
POINT REPAIR (5-71)
LOCALIZED PIPELINER (5-69)
LOCALIZED PIPELINER - DEFECTIVE (5-69)
PATCH REPAIR (5-69)
PATCH REPAIR - DEFECTIVE (5-69)
PIPE REPLACED (5-69)
PIPE REPLACED - DEFECTIVE (5-69)
POINT REPAIR - OTHER (5-69)
POINT REPAIR OTHER - DEFECTIVE (5-69)
0.00
4.00
0.00
4.00
0.00
4.00
0.00
0.00
S
SAM-C
SAM-CC
SAM-M
SAM-MC
SAM-Z
SAM-ZC
SAP-C
SAP-CC
SAP-M
SAP-MC
SAP-Z
SAP-ZC
SAV-C
SAV-CC
SAV-M
SAV-MC
SAV-Z
SAV-ZC
SCP
SMW-C
SMW-CC
SMW-M
SMW-MC
SMW-Z
SURFACE DAMAGE (5-31)
AGGREGATE MISSING - CHEMICAL (5-31)
CONTINUOUS AGGREGATE MISSING - CHEMICAL
AGGREGATE MISSING - MECHANICAL (5-31)
CONTINUOUS AGGREGATE MISSING - MECHANICAL
AGGREGATE MISSING - CAUSE NOT EVIDENT (5-31)
CONTINUOUS AGGREGATE MISSING - CAUSE NOT EVIDENT
AGGREGATE PROJECTING - CHEMICAL (5-31)
CONTINUOUS AGGREGATE PROJECTING - CHEMICAL
AGGREGATE PROJECTING - MECHANICAL (5-31)
CONTINUOUS AGGREGATE PROJECTING - MECHANICAL
AGGREGATE PROJECTING - CAUSE NOT EVIDENT (5-31)
CONTINUOUS AGGREGATE PROJECTING - CAUSE NOT EVIDENT
AGGREGATE VISIBLE - CHEMICAL (5-31)
CONTINUOUS AGGREGATE VISIBLE- CHEMICAL
AGGREGATE VISIBLE - MECHANICAL (5-31)
CONTINUOUS AGGREGATE VISIBLE - MECHANICAL
AGGREGATE VISIBLE - CAUSE NOT EVIDENT (5-31)
CONTINOUS AGGREGATE VISIBLE - CAUSE NOT EVIDENT
CORROSION METAL PIPE (5-32)
MISSING WALL CHEMICAL ATTACK (5-32)
CONTINUOUS MISSING WALL - CHEMICAL
MISSING WALL - MECHANICAL (5-32)
CONTINUOUS MISSING WALL - MECHANICAL
MISSING WALL - CAUSE NOT EVIDENT (5-32)
4.00
4.00
4.00
4.00
4.00
4.00
3.00
3.00
3.00
4.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
5.00
5.00
5.00
5.00
5.00
Page 4 of 6
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Structural Defect
Code
S
SMW-ZC
SRC-C
SRC-CC
SRC-M
SRC-MC
SRC-Z
SRC-ZC
SRI-C
SRI-CC
SRI-M
SRI-MC
SRI-Z
SRI-ZC
SRP-C
SRP-CC
SRP-M
SRP-MC
SRP-Z
SRP-ZC
SRV-C
SRV-CC
SRV-M
SRV-MC
SRV-Z
SRV-ZC
SSS-C
SSS-CC
SSS-M
SSS-MC
SSS-Z
SSS-ZC
SZ-C
SZ-CC
SZ-M
SZ-MC
SZ-Z
SZ-ZC
Appendix 1
Structural Codes
Description
SURFACE DAMAGE (5-31)
CONTINUOUS MISSING WALL - CAUSE NOT EVIDENT
REINFORCEMENT CORRODED - CHEMICAL (5-31)
CONTINUOUS REINFORCEMENT CORRODED - CHEMICAL
REINFORCEMENT CORRODED - MECHANICAL (5-31)
CONTINUOUS REINFORCEMENT CORRODED - MECHANICAL
REINFORCEMENT CORRODED - CAUSE NOT EVIDENT (5-31)
CONTINUOUS REINFORCEMENT CORRODED - CAUSE NOT EVIDENT
ROUGHNESS INCREASED - CHEMICAL (5-31)
CONTINUOUS ROUGHNESS INCREASED - CHEMICAL
ROUGHNESS INCREASED - MECHANICAL (5-31)
CONTINUOUS ROUGHNESS INCREASED - MECHANICAL
ROUGHNESS INCREASED - CAUSE NOT EVIDENT (5-31)
CONTINUOUS ROUGHNESS INCREASED - CAUSE NOT EVIDENT
REINFORCEMENT PROJECTING - CHEMICAL (5-31)
CONTINUOUS REINFORCEMENT PROJECTING - CHEMICAL
REINFORCEMENT PROJECTING - MECHANICAL (5-31)
CONTINUOUS REINFORCEMENT PROJECTING - MECHANICAL
REINFORCEMENT PROJECTING -CAUSE NOT EVIDENT (5-31)
CONTINUOUS REINFORCEMENT PROJECTING - CAUSE NOT EVIDENT
REINFORCEMENT VISIBLE - CHEMICAL (5-31)
CONTINUOUS REINFORECEMENT VISIBLE - CHEMICAL
REINFORCEMENT VISIBLE - MECHANICAL (5-31)
CONTINUOUS REINFORCEMENT VISIBLE - MECHANICAL
REINFORCEMENT VISIBLE - CAUSE NOT EVIDENT (5-31)
CONTINUOUS REINFORCEMENT VISIBLE - CAUSE NOT EVIDENT
SURFACE SPALLING - CHEMICAL ATTACK (5-32)
CONTINUOUS SURFACE SPALLING - CHEMICAL
SURFACE SPALLING - MECHANICAL (5-32)
CONTINUOUS SURFACE SPALLING - MECHANICAL
SURFACE SPALLING - CAUSE NOT EVIDENT (5-32)
CONTINUOUS SURFACE SPALLING - CAUSE NOT EVIDENT
SURFACE DAMAGE OTHER - CHEMICAL ATTACK (5-32)
CONTINUOUS SURFACE DAMAGE OTHER - CHEMICAL
SURFACE DAMAGE OTHER - MECHANICAL (5-32)
CONTINUOUS SURFACE DAMAGE OTHER - MECHANICAL
SURFACE DAMAGE OTHER - CAUSE NOT EVIDENT (5-32)
SURFACE DAMAGE OTHER - CAUSE NOT EVIDENT CONTINUOUS
Grade Factor
5.00
5.00
5.00
5.00
5.00
5.00
5.00
1.00
1.00
1.00
1.00
1.00
1.00
3.00
3.00
3.00
3.00
3.00
3.00
5.00
5.00
5.00
5.00
5.00
5.00
2.00
2.00
2.00
2.00
2.00
2.00
0.00
0.00
0.00
0.00
0.00
0.00
Page 5 of 6
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Structural Defect
Code
Appendix 1
Structural Codes
Description
Grade Factor
WF
WFC
WFL
WFM
WFS
WFZ
WELD FAILURE (5-67)
WELD FAILURE - CIRCUMFERENTIAL (5-67)
WELD FAILURE - LONGITUDINAL (5-67)
WELD FAILURE - MULTIPLE (5-67)
WELD FAILURE - SPIRAL (5-67)
WELD FAILURE - UNIDENTIFIED (5-67)
2.00
2.00
3.00
2.00
0.00
X
XB
XP
COLLAPSE (5-23)
BRICK COLLAPSE (5-23)
PIPE COLLAPSE (5-23)
5.00
5.00
Page 6 of 6
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
19S-CS13
9S-CS14
19S-CS1
19S-CS15
19S-CS16
25S-CS52
15N-CS6
15N-CS21
19S-CS14
8S-CS4
10S-CS17
19S-CS17
25S-CS50
9S-CS13
24S-CS38
14N-CS63
6N-CS27
9S-CS31
25S-CS23
26S-CS41
7S-CS39
5N-CS31
26S-CS32
26S-CS33
9S-CS3
6S-CS21
5N-CS14
7S-CS31
18S-CS6
10S-CS30
15N-CS68
9S-CS23
14N-CS59
17S-CS22
7S-CS37
6N-CS28
7S-CS32
26S-CS30
3N-CS20
14N-CS8
7S-CS11
5N-CS38
26S-CS36
7S-CS16
8S-CS63
25S-CS6
20S-CS1
9S-CS4
15S-CS13
8S-CS126
Dnstm MH
19S-CS14
9S-CS13
19S-CS13
19S-CS16
19S-CS17
25S-CS50
15N-CS11
15N-CS29
19S-CS15
8S-CS5
10S-CS20
19S-CS2
25S-CS6
9S-CS26
24S-CS1
14N-CS68
6N-CS22
9S-CS25
25S-CS21
26S-CS61
7S-CS61
5N-CS34
26S-CS58
26S-CS51
9S-CS6
6S-CS26
5N-CS17
7S-CS35
19S-CS18
10S-CS34
15N-CS73
9S-CS22
14N-CS63
17S-CS18
8S-CS62
6N-CS23
7S-CS26
26S-CS27
3N-CS23
14N-CS15
7S-CS13A
5N-CS70
26S-CS37
7S-CS8
8S-CS62
16S-CS45
9S-CS23
9S-CS7
15S-CS17
8S-CS13
Inspection
No.
20368
20213
20367
20370
20371
20277
20330
19687
20369
19908
19983
20262
20086
20218
20030
20184
19635
19974
20050
20066
20186
19609
20063
19539
20209
19861
19604
20192
20422
20106
19793
20294
20183
20254
19884
19641
19887
20083
19529
19729
20104
20311
20080
20202
19946
19750
20008
20208
20004
19900
Pipe Mtrl.
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
Appendix 2
Recommended Rehabilitation Work - Sorted by Overall Structural Grade
Pipe Dia.
33
30
33
33
33
21
12
18
33
21
24
33
21
33
18
18
12
24
21
15
15
18
12
12
12
12
18
12
24
15
15
27
18
12
12
12
12
15
15
15
21
15
12
15
12
27
24
18
30
12
Televised
Length
Laterals
357
362
310
317
218
218
348
261
262
359
317
215
218
353
264
218
331
265
121
164
176
228
202
235
286
219
217
172
795
299
147
494
218
154
195
260
223
181
252
310
138
215
169
243
202
172
386
347
251
277
0
0
1
2
2
3
13
9
0
4
14
0
1
2
3
9
11
8
3
0
6
8
4
5
15
7
8
8
1
8
2
6
10
1
6
11
7
4
10
12
1
7
3
1
4
0
7
15
7
11
Segment
Grade
Overall Struct.
Rating
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
1,712
1,544
1,371
1,280
1,155
1,078
925
914
910
845
786
658
632
621
578
578
564
526
523
511
502
494
452
441
424
412
365
363
350
348
320
317
311
296
290
286
284
261
241
220
219
208
205
204
199
190
189
172
161
158
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
71,300
63,263
61,920
63,340
43,660
27,288
24,360
26,120
52,400
44,850
47,565
42,940
27,188
70,680
26,350
21,810
23,170
39,765
15,125
13,940
14,926
22,780
14,112
16,443
20,034
15,337
21,730
12,026
119,250
25,432
12,461
76,555
21,780
10,745
13,664
18,207
15,575
15,402
21,420
26,367
17,263
18,233
11,809
20,689
14,126
26,676
57,840
34,660
43,873
19,418
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
150
300
300
450
1,950
1,350
600
2,100
150
300
450
1,350
1,650
1,200
450
900
1,200
600
750
2,250
1,050
1,200
1,200
150
1,200
300
900
1,500
150
900
1,650
1,050
600
1,500
1,800
150
1,050
450
150
600
1,050
2,250
1,050
1,650
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
71,300
63,263
62,070
63,640
43,960
27,738
26,310
27,470
52,400
45,450
49,665
42,940
27,338
70,980
26,800
23,160
24,820
40,965
15,575
13,940
15,826
23,980
14,712
17,193
22,284
16,387
22,930
13,226
119,400
26,632
12,761
77,455
23,280
10,895
14,564
19,857
16,625
16,002
22,920
28,167
17,413
19,283
12,259
20,839
14,726
26,676
58,890
36,910
44,923
21,068
Page 1 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
6N-CS36
10S-CS27
14N-CS3
16S-CS31
15S-CS3
5N-CS33
6N-CS39
9S-CS20
10S-CS24
13N-CS12
8N-CS52
14N-CS13
6S-CS9
7S-CS54
5S-CS3
13N-CS11
10S-CS24
24S-CS19
8N-CS64
7S-CS68
8S-CS30
10S-CS11
10S-CS27
10S-CS37
24S-CS32
3N-CS28
7S-CS24
9S-CS17
8S-CS5
25S-CS3
26S-CS34
26S-CS24
6S-CS75
8S-CS38
25S-CS9
25S-CS55
16N-CS8
6S-CS20
16S-CS43
7N-CS10
15N-CS38
24S-CS24
15N-CS29
24S-CS43
7S-CS13
16S-CS83
20S-CS8
24S-CS36
25S-CS11
3N-CS29
Dnstm MH
6N-CS37
10S-CS23
14N-CS7
16S-CS72MWRD
15S-CS5
5N-CS38
6N-CS48
9S-CS23
10S-CS25
4N-CS3
8N-CS50
14N-CS21
6S-CS15
17S-CS6
5S-CS4
4N-CS1
10S-CS33
24S-CS20
8N-CS59
7S-CS3
8S-CS17
10S-CS16
10S-CS29
10S-CS26
24S-CS30
3N-CS27
7S-CS16
9S-CS19
8S-CS10
25S-CS9
26S-CS31
26S-CS53
6S-CS1
8S-CS39
25S-CS14
26S-CS13
16N-CS7
7S-CS21
16S-CS38
7N-CS5
15N-CS27
24S-CS25
15N-CS31
24S-CS4
7S-CS90
16S-CS21
20S-CS7
24S-CS34
25S-CS13
3N-CS34
Inspection
No.
19702
19985
19728
20091
19937
20314
19654
20293
19991
19715
20157
20111
19860
20190
19841
20174
19992
20016
20361
19895
19906
19978
19984
19989
20032
20305
20201
20295
19909
20035
20070
20072
19845
19922
20036
20058
19560
20099
20245
20287
19685
20012
19688
20126
20417
20416
20338
20028
20053
20222
Pipe Mtrl.
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
RCP
RCP
VCP
VCP
RCP
VCP
Appendix 2
Recommended Rehabilitation Work - Sorted by Overall Structural Grade
Pipe Dia.
12
12
12
24
15
15
12
12
12
15
15
15
12
18
12
12
12
12
15
12
12
12
12
12
12
15
12
12
24
8
18
18
8
12
12
21
15
12
12
21
12
12
36
12
21
18
18
18
12
12
Televised
Length
Laterals
40
309
311
132
198
218
171
300
183
316
297
311
216
293
261
319
463
330
24
250
454
343
376
195
338
375
267
211
274
337
252
219
207
141
321
20
273
203
193
325
57
210
320
158
51
5
572
92
206
5
0
11
10
1
4
11
9
8
4
2
8
10
10
14
2
2
21
6
0
1
18
11
15
9
5
0
4
7
10
12
7
5
3
10
8
0
4
5
2
7
0
8
0
4
0
0
0
1
3
0
Segment
Grade
Overall Struct.
Rating
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
144
144
128
124
114
105
103
100
82
80
79
79
72
65
59
56
52
50
48
48
47
44
38
38
36
35
35
34
33
30
23
20
19
19
15
14
12
12
11
11
10
9
8
8
7
5
5
5
5
5
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
8,000
21,630
21,784
19,800
16,805
18,530
11,984
21,000
12,824
26,869
25,279
26,452
15,092
29,250
18,242
22,323
32,389
23,100
9,000
17,500
31,752
23,982
26,306
13,650
23,674
31,850
18,662
14,791
41,025
15,161
25,230
21,910
9,306
9,877
22,442
12,000
23,222
14,210
13,496
40,638
9,000
14,707
79,950
11,060
12,000
11,000
57,230
9,200
14,420
9,000
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
1,650
1,500
150
600
1,650
1,350
1,200
600
300
1,200
1,500
1,500
2,100
300
300
3,150
900
150
2,700
1,650
2,250
1,350
750
600
1,050
1,500
1,800
1,050
750
450
1,500
1,200
600
750
300
1,050
1,200
600
150
450
-
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
7,500
7,500
20,000
-
Total Rehab. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
8,000
23,280
23,284
19,950
17,405
20,180
13,334
22,200
13,424
27,169
26,479
27,952
16,592
31,350
18,542
22,623
35,539
24,000
9,000
25,150
34,452
25,632
28,556
15,000
24,424
31,850
26,762
15,841
42,525
16,961
26,280
22,660
9,756
11,377
23,642
12,000
23,822
14,960
13,796
41,688
9,000
15,907
79,950
11,660
12,000
31,000
57,230
9,350
14,870
9,000
Page 2 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
8S-CS76
9S-CS35
6N-CS23
9S-CS9
9S-CS8
15S-CS9
6N-CS18
3N-CS34
3N-CS32
5N-CS50
5N-CS34
3N-CS61
15S-CS48
15S-CS6
5N-CS39
3N-CS62
8N-CS33
15N-CS4
5N-CS8
9S-CS5
17S-CS26
6N-CS29
26S-CS9
8S-CS78
9S-CS6
7N-CS15
7S-CS47
19S-CS18
5N-CS54
10S-CS15
10S-CS12
26S-CS5
3N-CS12
17S-CS34
5N-CS29
8S-CS9
7N-CS35
7N-CS2
10S-CS6
5N-CS32
5N-CS44
3N-CS2
13N-CS8
7S-CS59
17S-CS14
7N-CS27
15S-CS4
8S-CS11
5N-CS10
14N-CS21
Dnstm MH
8S-CS77
9S-CS37
6N-CS18
9S-CS11
9S-CS10
15S-CS12
6N-CS13
3N-CS33
3N-CS31
5N-CS54
5N-CS39
3N-CS43
15S-CS49
15S-CS9
5N-CS43
3N-CS61
8N-CS26
15N-CS10
5N-CS10
9S-CS8
17S-CS22
6N-CS24
26S-CS16
8S-CS84
9S-CS9
7N-CS11
7S-CS53
19S-CS1
6N-CS42
10S-CS18
10S-CS17
26S-CS8
3N-CS11
17S-CS26
5N-CS32
8S-CS3
7N-CS31
7N-CS6
10S-CS10
5N-CS37
5N-CS50
3N-CS7
13N-CS12
6S-CS62
17S-CS10
7N-CS22
15S-CS8
8S-CS4
5N-CS14
14N-CS34
Inspection
No.
Pipe Mtrl.
19945
20297
19642
20211
20215
19755
19643
19558
19533
19617
19610
20307
19771
19754
19611
20291
20136
19780
19602
20214
20253
19647
20074
19950
20210
19659
20195
20423
19701
19977
19982
20077
19584
20252
19594
19904
19712
19711
19980
19595
19614
19572
20175
20196
20255
19663
20001
19907
19603
20113
VCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
Appendix 2
Recommended Rehabilitation Work - Sorted by Overall Structural Grade
Pipe Dia.
12
36
12
15
15
18
15
15
15
21
18
15
15
15
18
15
15
12
18
12
12
12
12
15
12
21
15
24
18
15
24
12
15
12
15
15
12
21
18
15
21
15
12
21
12
18
30
15
18
18
Televised
Length
Laterals
39
363
336
294
344
297
317
187
189
302
208
171
351
298
217
197
220
340
201
298
144
270
206
174
297
305
229
295
191
346
322
195
247
145
217
293
267
324
216
220
327
276
324
319
157
298
442
300
218
313
0
0
12
9
13
11
10
0
0
6
9
3
8
8
7
5
9
16
6
11
4
12
4
8
13
12
7
0
1
10
12
4
2
1
8
12
13
12
8
7
8
4
7
0
6
15
16
13
9
13
Segment
Grade
Overall Struct.
Rating
5
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
5
1,155
938
794
781
572
559
524
518
511
508
480
478
464
452
419
418
411
408
407
406
402
391
390
387
384
357
354
352
346
342
342
329
328
328
327
325
317
308
305
290
285
284
256
242
239
238
238
237
237
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
8,000
90,850
23,513
24,999
29,215
29,700
26,945
15,929
16,023
37,700
20,760
14,569
29,818
25,330
21,730
16,711
18,675
23,772
20,060
20,839
10,087
18,921
14,420
14,807
20,797
38,163
19,423
44,265
19,060
29,410
48,240
13,678
20,953
10,178
18,411
24,922
18,704
40,513
21,590
18,666
40,838
23,418
22,652
39,838
11,004
29,830
77,298
25,492
21,760
31,270
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
1,800
1,350
1,950
1,650
1,500
900
1,350
450
1,200
1,200
1,050
750
1,350
2,400
900
1,650
600
1,800
600
1,200
1,950
1,800
1,050
150
1,500
1,800
600
300
150
1,200
1,800
1,950
1,800
1,200
1,050
1,200
600
1,050
900
2,250
2,400
1,950
1,350
1,950
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
8,000
90,850
25,313
26,349
31,165
31,350
28,445
15,929
16,023
38,600
22,110
15,019
31,018
26,530
22,780
17,461
20,025
26,172
20,960
22,489
10,687
20,721
15,020
16,007
22,747
39,963
20,473
44,265
19,210
30,910
50,040
14,278
21,253
10,328
19,611
26,722
20,654
42,313
22,790
19,716
42,038
24,018
23,702
39,838
11,904
32,080
79,698
27,442
23,110
33,220
Page 3 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
5N-CS49
15N-CS10
15S-CS8
7S-CS35
6N-CS12
4N-CS29
4N-CS4
3N-CS11
6S-CS52
18S-CS3
6N-CS14
26S-CS12
3N-CS38
5N-CS23
14N-CS2
7S-CS53
26S-CS61
3N-CS41
5N-CS22
6S-CS22
7S-CS22
17S-CS12
10S-CS32
7S-CS49
6N-CS44
14N-CS15
5N-CS26
8S-CS40
8S-CS96
7S-CS69
3N-CS9
17S-CS16
15N-CS76
6N-CS45
5N-CS42
8S-CS46
7N-CS31
7N-CS11
3N-CS35
16N-CS47
3N-CS17
8S-CS68
7S-CS40
5S-CS10
4N-CS6
5N-CS27
15S-CS29
17S-CS10
14N-CS1
14N-CS23
Dnstm MH
5N-CS50
15N-CS16
15S-CS13
7S-CS38
6N-CS7
4N-CS27
4N-CS5
3N-CS17
6S-CS67
18S-CS4
6N-CS9
26S-CS11
3N-CS35
5N-CS27
14N-CS6
7S-CS57
26S-CS40
2N-CS22
5N-CS23
6S-CS27
7S-CS23
17S-CS8
10S-CS15
7S-CS54
6N-CS43
14N-CS23
5N-CS42
8S-CS46
8S-CS114
8S-CS24
3N-CS7
17S-CS12
15N-CS65
6N-CS44
5N-CS33
8S-CS22
7N-CS26
7N-CS6
3N-CS30
7N-CS2
3N-CS18
8S-CS74
7S-CS39
15S-CS4
4N-CS5
5N-CS31
15S-CS55MWRD
17S-CS5
14N-CS5
14N-CS38
Inspection
No.
Pipe Mtrl.
19616
19781
20003
20193
19638
19550
19585
19527
19856
20260
19648
20078
19531
19607
19725
19564
20067
19535
19606
19864
19889
20258
19976
20189
19698
19730
19598
19939
19951
19934
19575
20257
19792
19697
19599
19940
19713
19660
19532
19823
19528
19948
20185
19562
19586
19608
19762
20256
19717
19731
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
PVC
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
Appendix 2
Recommended Rehabilitation Work - Sorted by Overall Structural Grade
Pipe Dia.
12
15
30
12
15
10
15
15
24
12
18
15
12
18
12
15
15
18
18
12
12
12
15
18
21
15
15
12
15
12
15
12
12
21
15
15
15
21
12
18
15
15
10
30
21
18
18
12
10
18
Televised
Length
Laterals
215
298
440
180
364
116
360
164
128
376
345
216
237
105
300
265
179
235
95
183
274
172
295
293
158
314
216
368
153
205
231
148
122
193
217
330
326
347
196
294
187
151
169
182
201
220
107
160
321
314
9
10
17
6
13
0
5
3
4
8
15
2
11
3
10
13
0
1
4
6
10
1
14
13
2
10
4
13
8
5
4
0
3
4
6
15
12
12
6
7
5
10
3
6
2
8
1
3
6
11
Segment
Grade
Overall Struct.
Rating
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
235
233
226
225
221
212
208
204
202
201
200
196
193
192
185
179
174
173
163
158
158
151
145
144
138
138
133
128
127
120
113
112
112
111
109
109
103
99
98
87
86
82
78
75
74
72
64
63
63
62
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
15,036
25,296
76,913
12,621
30,957
7,000
30,566
13,906
19,200
26,320
34,450
18,369
16,555
10,520
20,993
22,551
15,224
23,470
9,520
12,831
19,208
12,040
25,075
29,310
19,750
26,648
18,335
25,739
13,039
14,329
19,618
10,388
8,533
24,150
18,428
28,050
27,668
43,313
13,727
29,370
15,895
12,861
9,295
31,815
25,088
21,950
10,740
11,200
17,633
31,410
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
1,350
1,500
2,550
900
1,950
750
450
600
1,200
2,250
300
1,650
450
1,500
1,950
150
600
900
1,500
150
2,100
1,950
300
1,500
600
1,950
1,200
750
600
450
600
900
2,250
1,800
1,800
900
1,050
750
1,500
450
900
300
1,200
150
450
900
1,650
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
16,386
26,796
79,463
13,521
32,907
7,000
31,316
14,356
19,800
27,520
36,700
18,669
18,205
10,970
22,493
24,501
15,224
23,620
10,120
13,731
20,708
12,190
27,175
31,260
20,050
28,148
18,935
27,689
14,239
15,079
20,218
10,388
8,983
24,750
19,328
30,300
29,468
45,113
14,627
30,420
16,645
14,361
9,745
32,715
25,388
23,150
10,890
11,650
18,533
33,060
Page 4 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
6N-CS17
6S-CS67
15S-CS38
26S-CS52
3N-CS23
7N-CS16
15N-CS70
16S-CS78
7S-CS25
4N-CS1
9S-CS18
26S-CS58
8S-CS51
16N-CS49
9S-CS1
14N-CS49
6N-CS15
16S-CS34
18S-CS5
7S-CS43
8S-CS74
8S-CS62
8N-CS42
8N-CS43
10S-CS29
15N-CS71
6N-CS38
16S-CS45
10S-CS23
25S-CS45
5N-CS41
5N-CS21
6N-CS35
26S-CS31
8S-CS36
8S-CS2
14S02
6N-CS25
6S-CS4
6S-CS38
7N-CS30
26S-CS26
15N-CS16
24S-CS13
5N-CS46
6S-CS49
5N-CS48
7N-CS14
26S-CS69
24S-CS14
Dnstm MH
6N-CS12
6S-CS66
15S-CS57MWRD
26S-CS30
3N-CS27
7N-CS12
6N-CS2
16S-CS20
7S-CS31
4N-CS2
9S-CS20
26S-CS42
8S-CS41
7N-CS3
9S-CS4
14N-CS59
6N-CS10
16S-CS35
18S-CS6
7S-CS48
8S-CS78
8S-CS68
8N-CS36
8N-CS39
20S-CS5
6N-CS3
6N-CS45
16S-CS40
10S-CS38
25S-CS46
5N-CS70
5N-CS22
6N-CS39
26S-CS24
8S-CS37
8S-CS3
24S-CS33
6N-CS20
6S-CS77
6S-CS41
7N-CS25
26S-CS22
15N-CS24
24S-CS14
5N-CS47
6S-CS78
5N-CS49
7N-CS10
26S-CS3
24S-CS7
Inspection
No.
19637
19857
19773
20082
19530
19665
19799
20116
20191
19540
20221
20064
19936
19824
20207
20182
19653
20093
20259
20187
19949
19947
20151
20129
19987
19800
19696
20249
19986
20301
19596
19605
19692
20071
19920
19901
20031
19651
19877
19872
19708
19751
19782
20020
19623
20326
19615
20286
19568
20021
Pipe Mtrl.
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
VCP
VCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
Appendix 2
Recommended Rehabilitation Work - Sorted by Overall Structural Grade
Pipe Dia.
15
24
12
15
15
21
18
18
12
15
12
12
18
18
18
15
15
12
24
15
15
15
15
15
12
18
12
27
12
15
21
18
12
18
12
18
12
12
12
12
12
12
15
18
12
15
12
18
12
18
Televised
Length
Laterals
291
76
123
76
190
306
336
217
174
202
279
116
145
304
282
216
325
220
378
329
152
198
320
313
324
333
248
220
332
404
331
15
248
231
82
374
250
241
135
201
284
128
296
279
286
187
218
325
137
321
10
2
6
2
6
10
12
5
2
1
12
0
0
7
15
9
6
1
2
13
7
6
6
1
14
13
10
5
14
0
5
0
10
6
3
3
4
5
6
6
6
1
9
5
3
6
8
4
2
6
Segment
Grade
Overall Struct.
Rating
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
62
61
60
60
58
58
57
57
57
57
56
55
55
54
53
51
51
47
42
42
39
38
36
35
34
32
32
31
29
29
27
26
23
21
20
20
19
19
18
17
17
17
16
16
16
14
13
13
12
11
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
24,752
11,460
8,624
9,000
16,108
38,238
33,550
21,690
12,159
17,196
19,544
8,141
14,510
30,400
28,220
18,326
27,634
15,400
56,760
27,965
12,920
16,813
27,200
26,580
22,701
33,250
17,325
34,131
23,240
34,366
41,313
11,000
17,381
23,100
8,000
37,380
17,507
16,898
9,443
14,056
19,852
8,932
25,135
27,910
20,041
15,921
15,225
32,480
9,604
32,140
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
1,500
300
900
300
900
1,500
1,800
750
300
150
1,800
1,050
2,250
1,350
900
150
300
1,950
1,050
900
900
150
2,100
1,950
1,500
750
2,100
750
1,500
900
450
450
600
750
900
900
900
150
1,350
750
450
900
1,200
600
300
900
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
26,252
11,760
9,524
9,300
17,008
39,738
35,350
22,440
12,459
17,346
21,344
8,141
14,510
31,450
30,470
19,676
28,534
15,550
57,060
29,915
13,970
17,713
28,100
26,730
24,801
35,200
18,825
34,881
25,340
34,366
42,063
11,000
18,881
24,000
8,450
37,830
18,107
17,648
10,343
14,956
20,752
9,082
26,485
28,660
20,491
16,821
16,425
33,080
9,904
33,040
Page 5 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
24S-CS34
17S-CS36
7N-CS33
8S-CS81
14N-CS5
25S-CS10
8S-CS77
9S-CS18
6N-CS34
8S-CS121
3N-CS31
24S-CS39
17N-CS6
17N-CS22
25S-CS47
17N-CS5
8N-CS28
26S-CS53
10S-CS38
8N-CS37
10S-CS36
10S-CS33
7S-CS49
7N-CS8
8S-CS15
7N-CS18
24S-CS1
8S-CS94
26S-CS57
25S-CS39
8S-CS45
16N-CS13
7N-CS5
15N-CS46
8N-CS35
5N-CS71
6N-CS7
25S-CS38
6N-CS1
8S-CS21
15N-CS37
26S-CS47
5N-CS58
5N-CS6
25S-CS58
6N-CS6
15N-CS55
15N-CS54
15N-CS61
15N-CS60
Dnstm MH
24S-CS38
17S-CS34
7N-CS29
8S-CS82
14N-CS10
25S-CS16
9S-CS24
9S-CS16
6N-CS35
8S-CS26
3N-CS30
24S-CS10
17N-CS22
17N-CS7
15S-CS71
17N-CS6
8N-CS25
26S-CS46
10S-CS36
8N-CS28
10S-CS33
9S-CS35
7S-CS47
7N-CS9
8S-CS16
8N-CS31
24S-CS2
8S-CS112
26S-CS53
25S-CS47
9S-CS27
16N-CS17
7N-CS6
15N-CS52
8N-CS38
5N-CS58
6N-CS8
25S-CS58
6N-CS6
8S-CS39
15N-CS46
26S-CS48
5N-CS55
5N-CS13
25S-CS39
6N-CS7
15N-CS61
15N-CS60
15N-CS70
15N-CS69
Inspection
No.
20029
20251
19669
19966
19718
20039
19943
20212
19691
20131
19534
19569
20332
20331
20410
19834
20164
20276
19998
20163
19999
20000
20198
19667
19914
19673
20026
19968
20270
20034
19972
19828
19710
19788
20155
19624
19639
20062
19629
19917
19787
20337
19625
19600
20033
19634
19797
19795
19798
19796
Pipe Mtrl.
VCP
VCP
VCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
VCP
VCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
Appendix 2
Recommended Rehabilitation Work - Sorted by Overall Structural Grade
Pipe Dia.
18
12
12
18
12
12
15
12
12
8
15
15
36
36
36
36
15
27
27
15
30
30
24
48
27
27
30
18
24
36
33
36
42
10
36
42
36
30
30
30
10
30
42
30
30
36
15
15
15
15
Televised
Length
Laterals
311
247
200
174
196
355
241
314
41
185
184
42
541
494
490
478
423
394
389
389
381
382
372
371
370
366
354
349
350
371
346
341
341
330
333
330
329
322
321
320
316
314
315
308
308
309
298
296
297
298
5
6
4
4
4
10
3
11
2
4
0
0
1
0
0
0
11
1
0
14
1
0
0
0
0
0
1
4
0
0
0
1
1
7
0
0
0
0
13
0
6
0
0
0
0
0
8
11
9
9
Segment
Grade
Overall Struct.
Rating
4
4
4
4
4
4
4
4
4
4
4
4
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
11
10
10
10
8
8
8
8
7
7
6
4
970
884
854
853
776
706
705
699
688
686
666
662
662
653
634
627
626
625
619
608
608
607
594
590
589
580
574
572
568
563
562
556
551
551
539
533
533
529
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
31,100
17,255
13,979
17,360
13,685
24,857
20,485
21,959
8,000
8,330
15,623
9,000
135,350
123,475
122,575
119,375
35,964
61,117
60,311
33,099
66,728
66,763
55,830
166,950
57,319
56,715
61,915
34,900
52,515
92,750
69,280
85,225
119,315
18,161
83,125
115,640
82,350
56,385
56,210
55,983
17,353
54,950
110,180
53,918
53,848
77,150
25,364
25,169
25,220
25,322
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
750
900
600
600
600
1,500
450
1,650
300
600
150
1,650
150
2,100
150
150
600
150
150
1,050
1,950
900
1,200
1,650
1,350
1,350
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
31,850
18,155
14,579
17,960
14,285
26,357
20,935
23,609
8,300
8,930
15,623
9,000
135,500
123,475
122,575
119,375
37,614
61,267
60,311
35,199
66,878
66,763
55,830
166,950
57,319
56,715
62,065
35,500
52,515
92,750
69,280
85,375
119,465
19,211
83,125
115,640
82,350
56,385
58,160
55,983
18,253
54,950
110,180
53,918
53,848
77,150
26,564
26,819
26,570
26,672
Page 6 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
24S-CS2
5N-CS13
8N-CS27
8N-CS29
15N-CS17
25S-CS17
15N-CS25
2N-CS26
24S-CS31
7N-CS7
8S-CS42
24S-CS7
25S-CS18
8S-CS69
8S-CS14
6N-CS49
16N-CS17
5S-CS9
8S-CS13
16N-CS18
8N-CS31
6S-CS37
26S-CS6
26S-CS43
25S-CS57
2N-CS32
17N-CS7
15S-CS44
8S-CS26
15S-CS71
8S-CS3
26S-CS49
15N-CS77
17S-CS32
15S-CS70
26S-CS48
26S-CS46
25S-CS14
10S-CS10
6N-CS42
19S-CS8
15S-CS17
15N-CS52
15S-CS22
2N-CS22
2N-CS30
8N-CS20
14N-CS73
8S-CS24
7S-CS26
Dnstm MH
25S-CS1
5N-CS58
8N-CS23
8N-CS64
15N-CS25
25S-CS18
15N-CS37
2N-CS30
24S-CS1
7N-CS8
8S-CS45
24S-CS31
25S-CS12
8S-CS75
8S-CS15
6N-CS1
16N-CS18
5S-CS2
8S-CS14
16N-CS19
8N-CS60
6S-CS44
26S-CS9
26S-CS7
25S-CS22
2N-CS27MWRD
8N-CS9
15S-CS48
8S-CS34
TARP-003
8S-CS4
26S-CS43
15N-CS76
17S-CS44
15S-CS18
26S-CS49
26S-CS47
25S-CS15
10S-CS12
6N-CS43
19S-CS4
15S-CS22
15N-CS77
15S-CS65MWRD
2N-CS23
2N-CS32
8N-CS22
14N-CS40
8S-CS26
7S-CS25
Inspection
No.
20027
19601
20154
20360
19785
20042
19786
20232
20025
19661
19932
20024
20043
19956
19913
20419
19829
19839
19912
19830
20145
19855
20073
20267
20056
20425
19835
19770
19924
20421
19905
20266
19791
20383
20420
20273
20272
20037
19981
19700
20228
19752
19789
19753
19570
20424
20135
20313
19923
19888
Pipe Mtrl.
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
VCP
RCP
RCP
RCP
VCP
VCP
RCP
RCP
RCP
VCP
VCP
RCP
VCP
RCP
VCP
RCP
RCP
VCP
VCP
CONC
VCP
RCP
VCP
VCP
RCP
VCP
VCP
VCP
Appendix 2
Recommended Rehabilitation Work - Sorted by Overall Structural Grade
Pipe Dia.
30
30
15
15
10
24
10
18
27
42
33
27
24
21
27
30
36
12
27
36
30
24
12
42
21
18
36
12
12
36
21
27
12
12
18
27
30
18
21
21
90
30
10
30
18
18
12
12
12
12
Televised
Length
Laterals
293
294
278
268
258
250
249
251
239
227
216
215
208
207
199
193
186
165
178
173
178
202
204
213
126
127
119
345
169
101
379
82
78
120
124
69
63
64
218
224
332
147
39
250
384
48
167
162
140
211
0
1
9
2
5
0
6
0
4
0
0
5
6
0
0
12
0
1
0
0
0
6
7
0
0
0
0
4
5
0
2
0
0
2
2
0
0
0
8
1
0
6
0
9
2
0
0
0
3
5
Segment
Grade
Overall Struct.
Rating
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
527
524
512
479
459
448
445
434
430
398
385
382
375
369
356
344
329
327
319
308
306
268
236
232
223
223
211
195
181
178
156
144
137
126
126
121
112
110
102
101
91
87
85
85
81
81
77
75
66
62
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
51,275
51,433
23,639
22,763
14,174
37,500
13,701
25,060
37,092
79,275
43,220
33,387
31,200
25,925
30,845
33,758
46,425
11,515
27,606
43,325
31,063
30,285
14,259
74,655
15,700
12,650
29,800
24,143
11,858
25,275
47,363
12,710
8,000
8,379
12,390
10,757
11,078
11,000
27,188
28,000
282,455
25,725
7,000
43,698
38,400
11,000
11,718
11,340
9,814
14,770
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
150
1,350
300
750
900
600
750
900
1,800
150
900
1,050
600
750
300
300
300
1,200
150
900
1,350
300
450
750
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
51,275
51,583
24,989
23,063
14,924
37,500
14,601
25,060
37,692
79,275
43,220
34,137
32,100
25,925
30,845
35,558
46,425
11,665
27,606
43,325
31,063
31,185
15,309
74,655
15,700
12,650
29,800
24,743
12,608
25,275
47,663
12,710
8,000
8,679
12,690
10,757
11,078
11,000
28,388
28,150
282,455
26,625
7,000
45,048
38,700
11,000
11,718
11,340
10,264
15,520
Page 7 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
8S-CS27
16N-CS55
26S-CS14
8N-CS16
17S-CS23
8S-CS114
7N-CS12
7S-CS61
7N-CS22
15N-CS32
10S-CS3
8S-CS15
18S-CS4
26S-CS59
7S-CS25
6N-CS22
7N-CS21
16S-CS24
9S-CS15
10S-CS8
6N-CS13
7N-CS26
9S-CS17
16S-CS37
8S-CS20
20S-CS4
25S-CS40
7S-CS23
14N-CS16
8S-CS125
20S-CS3
6N-CS3
7S-CS89
6S-CS3
8S-CS35
6N-CS20
8S-CS34
26S-CS27
6N-CS33
7S-CS28
7N-CS20
6N-CS46
8S-CS47
7S-CS29
15S-CS7
6N-CS4
18S-CS11
26S-CS51
6N-CS32
8N-CS51
Dnstm MH
8S-CS20
16N-CS44
26S-CS12
8N-CS18
17S-CS19
8S-CS108
7N-CS8
7S-CS43
7N-CS16
15N-CS34
10S-CS6
8S-CS9
18S-CS6
26S-CS39
7S-CS21
6N-CS17
7N-CS15
16S-CS30
9S-CS37
10S-CS31
6N-CS8
7N-CS21
9S-CS15
16S-CS36
8S-CS125
20S-CS2
25S-CS45
7S-CS19
14N-CS24
8S-CS15
20S-CS4
6N-CS8
7S-CS15
6S-CS4
8S-CS36
6N-CS15
8S-CS47
26S-CS23
6N-CS38
7S-CS24
7N-CS14
6N-CS45
8S-CS58
7S-CS23
15S-CS8
6N-CS9
18S-CS5
26S-CS26
6N-CS33
8N-CS44
Inspection
No.
19902
19827
20076
19559
20329
19952
19666
19896
19664
19682
19979
20339
20261
20068
20098
19636
19658
20278
20323
19975
19644
19657
20216
20094
19903
20010
20300
19890
19745
20428
20009
19640
20327
19876
19919
19652
19926
20084
19695
20200
20285
19693
19927
20206
20002
19646
20387
20081
19694
20141
Pipe Mtrl.
RCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
VCP
VCP
RCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
Appendix 2
Recommended Rehabilitation Work - Sorted by Overall Structural Grade
Pipe Dia.
12
15
15
66
12
15
21
15
18
60
12
15
15
15
12
12
18
18
12
12
18
18
12
12
12
15
10
12
18
12
15
21
12
12
12
15
12
15
12
12
18
21
15
12
18
21
10
12
12
12
Televised
Length
Laterals
196
29
158
127
145
128
345
152
339
324
104
311
267
161
230
360
337
218
327
143
334
319
315
202
141
130
427
121
338
133
204
322
120
51
115
326
77
177
249
246
326
374
241
235
361
321
199
109
41
246
8
0
0
0
2
7
12
6
13
0
2
9
7
2
7
13
12
10
15
7
14
12
11
3
8
0
1
1
0
5
6
10
3
1
1
6
1
5
15
4
7
3
0
2
0
12
0
3
2
6
Segment
Grade
Overall Struct.
Rating
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
60
50
49
49
47
46
45
42
41
34
33
33
33
32
32
32
29
25
24
23
23
23
23
21
21
21
21
21
21
21
18
18
18
16
16
14
14
13
13
13
12
12
12
11
10
10
9
9
8
8
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
13,685
9,000
13,422
76,080
10,171
10,880
43,175
12,937
33,900
178,310
7,245
26,427
22,695
13,719
16,121
25,165
33,650
21,770
22,862
10,024
33,440
31,900
22,036
14,147
9,835
11,067
23,458
8,491
33,750
9,338
17,340
40,263
8,379
8,000
8,071
27,668
8,000
15,011
17,416
17,192
32,550
46,725
20,468
16,457
36,060
40,175
10,918
7,595
8,000
17,241
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
1,200
300
1,050
1,800
900
1,950
300
1,350
1,050
300
1,050
1,950
1,800
1,500
2,250
1,050
2,100
1,800
1,650
450
1,200
150
150
750
900
1,500
450
150
150
900
150
750
2,250
600
1,050
450
300
1,800
450
300
900
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
14,885
9,000
13,422
76,080
10,471
11,930
44,975
13,837
35,850
178,310
7,545
27,777
23,745
14,019
17,171
27,115
35,450
23,270
25,112
11,074
35,540
33,700
23,686
14,597
11,035
11,067
23,608
8,641
33,750
10,088
18,240
41,763
8,829
8,150
8,221
28,568
8,150
15,761
19,666
17,792
33,600
47,175
20,468
16,757
36,060
41,975
10,918
8,045
8,300
18,141
Page 8 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
24S-CS10
24S-CS28
4N-CS20
8N-CS53
15N-CS31
15N-CS72
7S-CS27
7S-CS3
5N-CS70
6N-CS30
6S-CS2
7S-CS7
7S-CS8
8S-CS58
9S-CS24
26S-CS56
4N-CS17
8N-CS39
10S-CS14
10S-CS7
14N-CS21
15S-CS45
24S-CS26
24S-CS40A
25S-CS21
25S-CS22
25S-CS8
26S-CS14
3N-CS55
4N-CS37
6N-CS48
7N-CS34
7S-CS48
8N-CS4
8N-CS41
8N-CS47
8N-CS49
8S-CS108
8S-CS27
15N-CS26
20S-CS2
20S-CS6
14N-CS41
20S-CS7
26S-CS3
26S-CS40
16N-CS5
5N-CS55
10S-CS28
14N-CS19
Dnstm MH
24S-CS11
24S-CS26
4N-CS21
8N-CS51
15N-CS33
6N-CS4
7S-CS29
7S-CS63
5N-CS43
6N-CS25
6S-CS6
7S-CS8
7S-CS6
8S-CS65
9S-CS25
26S-CS55
4N-CS18
8N-CS38
10S-CS13
10S-CS13
14N-CS22
15S-CS42
24S-CS20
24S-CS18
25S-CS57
25S-CS55
25S-CS11
26S-CS46
3N-CS54
5N-CS24
6N-CS46
7N-CS30
7S-CS49
8N-CS19
8N-CS32
8N-CS42
8N-CS47
8S-CS109
8S-CS35
15N-CS30
20S-CS1
20S-CS7
15N-CS26
20S-CS2
16S-CS48
26S-CS34
16N-CS10
5N-CS56
20S-CS3
14N-CS30
Inspection
No.
20018
20014
19553
20140
19779
19802
19561
19878
19612
19650
19848
19891
20203
19928
20220
20274
19548
20160
19994
19993
20112
19772
20015
20340
20055
20057
20052
20362
19577
19592
19655
19707
20188
20138
20143
20150
20149
19954
19918
19680
20007
20011
19749
20006
20096
20069
19806
19626
19990
19726
Pipe Mtrl.
RCP
VCP
RCP
VCP
RCP
VCP
VCP
VCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
VCP
VCP
VCP
RCP
RCP
VCP
RCP
VCP
RCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
VCP
RCP
VCP
VCP
RCP
VCP
VCP
VCP
RCP
RCP
VCP
VCP
Appendix 2
Recommended Rehabilitation Work - Sorted by Overall Structural Grade
Pipe Dia.
15
18
8
12
36
18
12
15
21
12
12
12
15
15
15
12
30
15
8
8
12
12
12
12
21
48
12
30
24
12
12
12
18
8
15
15
15
33
12
60
24
15
48
21
12
18
24
42
12
18
Televised
Length
Laterals
209
103
207
336
322
334
44
202
327
359
208
42
40
121
134
136
192
13
325
333
15
168
317
71
275
73
205
33
235
29
77
292
15
311
276
279
104
373
221
326
423
127
214
463
181
214
181
240
414
314
9
3
0
10
0
13
0
3
5
6
0
0
0
2
0
2
2
0
4
5
1
2
6
2
0
0
2
0
1
0
3
3
0
11
8
6
0
0
6
0
8
2
0
7
1
2
0
0
15
12
Segment
Grade
Overall Struct.
Rating
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
2
2
2
2
2
2
2
2
2
2
2
7
7
7
7
6
6
6
6
5
5
5
5
5
5
5
4
4
4
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
225
107
98
80
79
76
44
33
31
30
25
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
17,774
10,270
9,311
23,548
80,525
33,420
8,000
17,136
40,825
25,109
14,532
8,000
9,000
10,285
11,390
9,527
33,618
9,000
14,630
14,985
8,000
11,732
22,190
8,000
34,313
32,805
14,315
18,000
35,280
8,000
8,000
20,447
11,000
14,013
23,418
23,732
8,866
74,580
15,477
179,245
63,375
10,761
96,390
57,863
12,663
21,370
27,090
83,965
28,987
31,350
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
1,350
450
1,500
1,950
450
750
900
300
300
300
600
750
150
300
900
300
300
150
450
450
1,650
1,200
900
900
1,200
300
1,050
150
300
2,250
1,800
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
19,124
10,720
9,311
25,048
80,525
35,370
8,000
17,586
41,575
26,009
14,532
8,000
9,000
10,585
11,390
9,827
33,918
9,000
15,230
15,735
8,150
12,032
23,090
8,300
34,313
32,805
14,615
18,000
35,430
8,000
8,450
20,897
11,000
15,663
24,618
24,632
8,866
74,580
16,377
179,245
64,575
11,061
96,390
58,913
12,813
21,670
27,090
83,965
31,237
33,150
Page 9 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
7S-CS5
14N-CS24
6S-CS58
5N-CS43
14N-CS18
16S-CS36
6N-CS40
6S-CS31
5N-CS53
8S-CS22
10S-CS28
14N-CS17
15S-CS36
24S-CS4
26S-CS37
5S-CS2
5S-CS4
5S-CS5
6S-CS66
7N-CS41
7S-CS34
7S-CS4
8S-CS90
14N-CS20
14N-CS25
14N-CS31
14N-CS33
25S-CS4
5N-CS51
6N-CS26
7S-CS34
7S-CS81
9S-CS19
14N-CS14
14N-CS65
16S-CS65
3N-CS54
8S-CS71
10S-CS21
10S-CS3
14N-CS22
14N-CS39
14N-CS69
15N-CS14
15N-CS28
15N-CS64
16N-CS1
16N-CS11
16N-CS15
16N-CS2
Dnstm MH
8S-CS1
14N-CS39
6S-CS62
5N-CS44
14N-CS25
16S-CS35
6N-CS47
6S-CS35
5N-CS60
8S-CS19
10S-CS37
14N-CS18
15S-CS61MWRD
24S-CS6
26S-CS38
5S-CS3
5S-CS5
6S-CS75
6S-CS58
7N-CS26
7S-CS32
7S-CS5
8S-CS91
14N-CS31
14N-CS26
14N-CS33
14N-CS35
25S-CS10
5N-CS74
6N-CS21
7S-CS36
7S-CS-IN1114
9S-CS22
14N-CS22
5N-CS6
16S-CS58
3N-CS52
8S-CS73
10S-CS14
10S-CS4
14N-CS35
14N-CS41
14N-CS26
15N-CS22
15N-CS29
15N-CS72
16N-CS2
16N-CS12
16N-CS25
16N-CS3
Inspection
No.
20205
19747
19859
19613
19722
20095
19704
19865
20292
19941
19988
19721
19769
20022
20079
19840
19842
19843
19858
19714
19886
20204
19969
19736
19723
19737
19738
20038
20358
19631
19885
20384
20296
19740
20181
20247
19578
19942
19995
19567
19741
19748
20114
19690
19686
19801
19803
19808
19810
19804
Pipe Mtrl.
VCP
RCP
VCP
VCP
PVC
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
VCP
VCP
VCP
VCP
VCP
RCP
VCP
VCP
RCP
VCP
RCP
RCP
VCP
VCP
VCP
RCP
VCP
RCP
RCP
VCP
RCP
VCP
VCP
RCP
RCP
RCP
RCP
RCP
VCP
RCP
RCP
RCP
RCP
Appendix 2
Recommended Rehabilitation Work - Sorted by Overall Structural Grade
Pipe Dia.
18
24
24
21
18
12
12
12
15
15
12
15
12
15
15
12
8
8
24
8
12
15
8
24
18
42
42
8
15
24
12
24
12
24
21
12
30
12
8
10
24
48
12
27
30
18
18
30
66
18
Televised
Length
Laterals
216
317
151
140
221
201
227
217
170
310
80
212
98
309
169
292
65
183
176
161
225
106
156
328
94
271
49
305
76
260
216
133
128
310
334
210
332
179
295
105
335
109
273
318
123
301
149
166
285
144
2
0
6
2
4
0
3
8
2
13
2
4
1
10
1
1
0
2
6
0
3
0
2
0
2
0
0
9
0
9
4
0
0
0
0
1
0
1
4
0
0
0
0
0
0
10
0
0
0
0
Segment
Grade
Overall Struct.
Rating
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
22
22
22
14
12
12
12
12
8
7
6
6
6
6
6
6
6
6
6
6
6
6
6
4
4
4
4
4
4
4
4
4
4
3
3
3
3
3
2
2
2
2
2
2
2
2
2
2
2
2
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
21,600
47,595
22,665
17,500
22,050
14,070
15,869
15,162
14,442
26,350
5,621
18,012
6,860
26,265
14,365
20,440
2,930
8,235
26,370
7,250
15,736
9,019
6,998
49,140
9,380
94,885
16,975
13,739
6,494
38,940
15,141
19,950
8,960
46,455
41,800
14,693
58,119
12,544
13,257
5,781
50,220
49,095
19,131
49,321
21,578
30,100
14,910
29,050
170,760
14,390
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
300
900
300
600
450
1,200
300
1,950
300
600
150
1,500
150
150
300
900
450
300
300
1,350
1,350
600
150
150
600
1,500
-
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
21,900
47,595
23,565
17,800
22,650
14,070
16,319
16,362
14,742
28,300
5,921
18,612
7,010
27,765
14,515
20,590
2,930
8,535
27,270
7,250
16,186
9,019
7,298
49,140
9,680
94,885
16,975
15,089
6,494
40,290
15,741
19,950
8,960
46,455
41,800
14,843
58,119
12,694
13,857
5,781
50,220
49,095
19,131
49,321
21,578
31,600
14,910
29,050
170,760
14,390
Page 10 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
16N-CS25
16N-CS45
17N-CS3
19S-CS11
24S-CS25
4N-CS21
4N-CS22
5N-CS24
5N-CS36
5N-CS56
6S-CS11
6S-CS12
6S-CS18
6S-CS6
6S-CS77
7N-CS23
7N-CS38
7N-CS39
7S-CS15
7S-CS60
7S-CS78
8N-CS55
8N-CS61
8S-CS57
8S-CS64
8S-CS80
8S-CS82
8S-CS83
8S-CS89
9S-CS26
26S-CS22
8S-CS109
14N-CS30
25S-CS7
4N-CS26
5N-CS45
6S-CS14
6S-CS40
8N-CS50
8N-CS7
8S-CS23
07S-BT20
10S-CS13
10S-CS35
14N-CS10
14N-CS11
14N-CS13
14N-CS19
14N-CS23
14N-CS26
Dnstm MH
16N-CS32
16N-CS46
17N-CS4
19S-CS8
24S-CS26
4N-CS24
4N-CS23
5N-CS28
5N-CS40
5N-CS69
6S-CS12
6S-CS14
6S-CS20
6S-CS11
7S-CS9
7N-CS19
7N-CS39
7N-CS40
7S-CS14
17S-CS5
7S-CS74
8N-CS52
8N-CS49
8S-CS51
8S-CS62
8S-CS89
8S-CS94
9S-CS83
8S-CS110
9S-CS12
26S-CS50
8S-CS110
14N-CS34
25S-CS8
4N-CS33
5N-CS46
6S-CS18
6S-CS69
8N-CS48
8N-CS25
8S-CS119
7S-CS56
10A1SMWRD02
10S-CS34
14N-CS11
14N-CS17
14N-CS14
14N-CS20
14N-CS24
14N-CS30
Inspection
No.
19811
19816
19837
20224
20013
19555
19588
19618
19622
19627
19850
19852
19854
19849
20107
19671
19674
19675
20328
20197
20378
20156
20148
19935
20132
19962
19967
19565
19963
20217
20265
19961
19727
20051
19590
20283
19853
20319
20158
20165
19898
19944
20399
20110
19719
19720
19739
19735
19746
19724
Pipe Mtrl.
RCP
RCP
RCP
CONC
RCP
VCP
RCP
VCP
VCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
VCP
VCP
RCP
RCP
VCP
RCP
VCP
VCP
RCP
RCP
RCP
VCP
VCP
VCP
VCP
RCP
VCP
VCP
VCP
VCP
VCP
RCP
RCP
RCP
RCP
Appendix 2
Recommended Rehabilitation Work - Sorted by Overall Structural Grade
Pipe Dia.
66
24
21
90
12
8
36
12
12
42
12
12
12
12
18
15
12
12
12
21
60
12
12
15
15
8
12
8
15
33
12
33
27
8
8
12
12
21
15
8
12
12
8
12
12
15
15
12
12
24
Televised
Length
Laterals
351
158
345
461
349
172
175
245
227
526
18
195
198
178
56
398
41
112
32
42
202
295
236
38
236
219
114
229
349
9
109
155
321
52
303
300
199
375
79
434
106
51
47
40
110
99
12
15
15
304
0
0
0
0
7
0
0
6
5
0
1
5
7
7
0
14
0
1
0
0
1
9
8
0
0
2
0
1
0
0
1
0
0
1
0
1
4
0
0
11
4
0
0
0
2
1
1
1
1
0
Segment
Grade
Overall Struct.
Rating
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
1
1
1
1
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
1
1
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
210,480
23,760
43,063
391,510
24,423
7,727
43,675
17,129
15,883
183,960
1,239
13,643
13,860
12,432
5,550
33,864
2,898
7,868
2,240
5,263
111,265
20,671
16,499
3,264
20,060
9,869
7,980
10,301
29,665
1,740
-
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
1,050
900
750
150
750
1,050
1,050
2,100
150
150
1,350
1,200
300
150
-
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
210,480
23,760
43,063
391,510
25,473
7,727
43,675
18,029
16,633
183,960
1,389
14,393
14,910
13,482
5,550
35,964
2,898
8,018
2,240
5,263
111,415
22,021
17,699
3,264
20,060
10,169
7,980
10,451
29,665
1,740
-
Page 11 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
14N-CS27
14N-CS35
14N-CS37
14N-CS38
14N-CS47
14N-CS50
14N-CS51
14N-CS53
14N-CS54
14N-CS57
14N-CS72
14N-CS9
15N-CS13
15N-CS19
15N-CS20
15N-CS20
15N-CS22
15N-CS30
15N-CS33
15N-CS34
15N-CS35
15N-CS36
15N-CS69
15N-CS73
15N-CS77
15S-CS10
15S-CS11
15S-CS15
15S-CS19
15S-CS20
15S-CS23
15S-CS24
15S-CS25
15S-CS26
15S-CS31
15S-CS41
15S-CS52
15S-CS53
15S-CS54
16N-CS10
16N-CS12
16N-CS16
16N-CS19
16N-CS21
16N-CS23
16N-CS26
16N-CS27
16N-CS30
16N-CS32
16N-CS33
Dnstm MH
14N-CS31
14N-CS39
14N-CS73
14N-CS42
14N-CS72
14N-CS51
14N-CS53
14N-CS54
14N-CS55
14N-CS47
14N-CS36
14N-CS16
15N-CS14
15N-CS26
15N-CS27
15N-CS19
15N-CS30
15N-CS32
15N-CS36
15N-CS35
16N-CS12
16N-CS13
6N-CS49
16N-CS43
16N-CS30
15S-CS11
15S-CS15
15S-CS19
15S-CS23
15S-CS24
15S-CS25
15S-CS26
15S-CS29
15S-CS31
15S-CS29
15S-CS37
15S-CS51
15S-CS52
15S-CS53
16N-CS11
16N-CS15
16N-CS27
16N-CS21
16N-CS23
17N-CS5
16N-CS33
16N-CS26
16N-CS32
16N-CS37
16N-CS39
Inspection
No.
Pipe Mtrl.
19734
19742
20312
19732
20315
20176
20177
20178
20179
20180
20109
19744
19689
19679
19677
19678
19778
19681
19783
19683
19684
19784
20418
19794
19790
19756
19757
19758
19759
19763
19760
19764
19761
19765
19766
19768
19776
19775
19774
19807
19809
19818
19831
19832
20364
19820
19819
19812
19813
19821
CONC
RCP
VCP
RCP
VCP
RCP
RCP
RCP
RCP
VCP
VCP
RCP
PVC
RCP
PVC
VCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
VCP
VCP
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
RCP
DI
CIPP
PVC
PVC
PVC
RCP
RCP
PVC
RCP
RCP
RCP
PVC
PVC
RCP
RCP
PVC
Appendix 2
Recommended Rehabilitation Work - Sorted by Overall Structural Grade
Pipe Dia.
36
48
12
30
12
12
12
12
12
12
12
18
12
24
18
12
27
60
36
60
60
36
30
12
12
15
15
15
18
8
18
8
18
8
12
12
8
8
8
27
66
12
36
36
36
15
12
24
66
15
Televised
Length
Laterals
304
327
160
132
219
109
15
17
156
218
206
295
9
193
189
17
278
321
326
298
63
71
128
41
36
246
202
184
258
217
116
125
153
129
42
247
178
148
198
143
333
164
181
183
307
331
165
345
254
99
0
0
0
0
10
0
0
0
0
8
6
0
1
0
6
1
0
0
1
0
0
0
5
1
1
7
6
4
2
3
2
2
2
2
0
10
4
6
4
0
0
4
1
0
2
12
8
0
0
4
Segment
Grade
Overall Struct.
Rating
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Reinst. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
-
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
-
Page 12 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
16N-CS37
16N-CS38
16N-CS39
16N-CS4
16N-CS43
16N-CS46
16N-CS48
16N-CS50
16N-CS52
16S-CS13
16S-CS15
16S-CS25
16S-CS28
16S-CS30
16S-CS39
16S-CS46
16S-CS58
16S-CS60
16S-CS70
16S-CS81
16S-CS9
17N-CS1
17N-CS2
17N-CS4
19S-CS2
19S-CS4
19S-CS5
19S-CS6
19S-CS9
24S-CS11
24S-CS20
24S-CS41
24S-CS6
25S-CS1
25S-CS12
25S-CS13
25S-CS16
25S-CS25
25S-CS28
25S-CS31
25S-CS36
25S-CS41
25S-CS44
25S-CS46
25S-CS49
25S-CS51
25S-CS54
25S-CS6
26S-CS13
26S-CS13
Dnstm MH
16N-CS46
16N-CS48
16N-CS38
16N-CS5
16N-CS45
16N-CS50
16N-CS47
16N-CS52
8N-CS1
16S-CS17
16S-CS19
16S-CS28
16S-CS31
16S-CS32
16S-CS38
16S-CS42
16S-CS61MWRD
16S-CS40
16S-CS76MWRD
16S-CS70
16S-CS13
17N-BT09
17N-CS3
8N-CS6
19S-CS9
19S-CS5
19S-CS6
19S-CS7MWRD
19S-CS10MWRD
24S-CS13
24S-CS14
24S-CS24
24S-CS7
25S-CS38
25S-CS39
25S-CS21
25S-CS17
25S-CS16
25S-CS27
25S-CS28
25S-CS41
25S-CS31
25S-CS28
25S-CS54
16S-CS59
25S-CS49
25S-CS51
26S-CS45
25S-CS53
26S-CS43
Inspection
No.
19814
20115
19822
19805
19815
19817
19557
19825
19676
20088
19777
20089
20090
20279
20246
20092
20248
20223
20117
19563
20087
20414
19836
20335
20263
20225
20226
20227
20264
20019
20017
20347
20023
20061
20044
20054
20041
20040
20049
20048
20046
20047
20045
20302
20298
20060
20391
20363
20059
20390
Pipe Mtrl.
RCP
PVC
PVC
RCP
PVC
RCP
RCP
RCP
CIPP
CIPP
CIPP
CIPP
CIPP
CIPP
CIPP
RCP
RCP
RCP
CIPP
RCP
RCP
RCP
VCP
RCP
RCP
VCP
RCP
RCP
RCP
RCP
VCP
RCP
RCP
RCP
VCP
VCP
VCP
VCP
PVC
Appendix 2
Recommended Rehabilitation Work - Sorted by Overall Structural Grade
Pipe Dia.
66
18
18
21
12
66
18
66
66
18
18
24
24
18
8
12
42
12
72
72
18
15
18
21
36
58
58
58
36
18
15
12
15
30
24
15
24
18
21
15
8
12
18
15
24
21
24
12
21
21
Televised
Length
Laterals
402
312
215
216
176
368
57
367
285
217
190
228
234
180
183
215
140
123
145
615
213
212
339
73
95
656
670
552
103
225
311
192
282
7
544
74
63
292
65
247
47
155
17
384
319
396
389
19
107
6
0
7
8
0
0
0
0
0
0
6
6
9
9
4
5
7
0
0
2
0
9
1
0
0
0
0
2
2
1
6
6
6
6
0
14
1
0
9
2
4
0
1
0
0
3
0
0
0
0
0
Segment
Grade
Overall Struct.
Rating
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Reinst. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
-
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
-
Page 13 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
26S-CS16
26S-CS23
26S-CS42
26S-CS45
26S-CS50
26S-CS53
26S-CS67
26S-CS7
3N-CS1
3N-CS10
3N-CS27
3N-CS28
3N-CS46
3N-CS52
3N-CS53
3N-CS56
3N-CS7
3N-CS8
4N-CS10
4N-CS11
4N-CS14
4N-CS15
4N-CS16
4N-CS18
4N-CS19
4N-CS2
4N-CS21
4N-CS23
4N-CS25
4N-CS28
4N-CS3
4N-CS31
4N-CS5
4N-CS8
5N-CS28
5N-CS35
5N-CS35
5N-CS40
5N-CS57
5N-CS60
5N-CS68
5N-CS69
5N-CS73
5S-CS1
5S-CS6
5S-CS7
5S-CS8
6N-CS11
6N-CS16
6N-CS37
Dnstm MH
26S-CS15
26S-CS21
26S-CS41
16S-CS58
26S-CS13
26S-CS16
26S-CS3
26S-CS44
3N-CS2
3N-CS46
3N-CS30
3N-CS32
3N-CS9
3N-CS53
3N-CS7
3N-CS55
3N-CS8
4N-CS15
4N-CS13
4N-CS14
4N-CS19
4N-CS16
4N-CS17
4N-CS19
4N-CS22
4N-CS3
4N-CS22
4N-CS25
5N-CS73
4N-CS19
4N-CS11
4N-CS32
4N-CS10
4N-CS14
5N-CS35
4N-CS41
5N-CS36
5N-CS45
5N-CS60
6S-CS74
5S-CS5
5N-CS57
5N-CS71
5S-CS8
5S-CS7
6S-CS59
5S-CS9
6N-CS6
6N-CS11
6N-CS40
Inspection
No.
20075
20085
20065
20275
20304
20271
19538
20268
19571
19573
19536
20348
19574
19580
19581
19576
19582
19583
19587
19543
19545
19546
19547
19549
19552
19541
19554
19589
20334
19537
19542
19551
19716
19544
19619
19620
19621
20282
20284
20317
20229
19628
20333
19838
19844
19874
20316
19633
19632
19703
Pipe Mtrl.
VCP
CIPP
VCP
RCP
RCP
CIPP
RCP
VCP
VCP
VCP
VCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
VCP
VCP
RCP
RCP
RCP
RCP
RCP
RCP
VCP
VCP
VCP
RCP
RCP
RCP
RCP
VCP
RCP
RCP
VCP
RCP
RCP
VCP
Appendix 2
Recommended Rehabilitation Work - Sorted by Overall Structural Grade
Pipe Dia.
18
18
12
42
12
18
12
42
12
12
15
12
12
30
33
24
30
30
30
26
26
30
30
30
36
15
10
36
42
24
26
12
30
10
12
12
12
12
42
60
12
42
42
12
42
42
12
33
33
12
Televised
Length
Laterals
199
157
85
403
128
25
184
407
290
111
1
1
180
156
152
84
4
154
206
123
308
160
150
18
358
220
17
171
124
86
356
57
192
215
329
76
65
56
738
61
54
531
210
156
393
379
6
324
331
245
0
2
1
0
0
0
6
0
6
3
0
0
8
1
0
0
0
0
3
2
2
1
2
0
6
2
0
1
0
0
7
0
0
0
8
0
1
0
0
0
0
0
1
0
0
0
0
14
15
1
Segment
Grade
Overall Struct.
Rating
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Reinst. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
-
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
-
Page 14 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
6N-CS43
6N-CS47
6N-CS8
6N-CS9
6S-CS1
6S-CS10
6S-CS17
6S-CS23
6S-CS28
6S-CS32
6S-CS35
6S-CS39
6S-CS59
6S-CS60
6S-CS61
6S-CS61
6S-CS64
6S-CS65
6S-CS68
6S-CS69
6S-CS7
6S-CS7
6S-CS70
6S-CS72
6S-CS73
6S-CS74
7N-CS19
7N-CS29
7N-CS40
7N-CS9
7S-CS12
7S-CS13A
7S-CS18
7S-CS19
7S-CS2
7S-CS47
7S-CS59
7S-CS62
7S-CS63
7S-CS64
7S-CS65
7S-CS67
7S-CS72
7S-CS73
7S-CS75
7S-CS76
7S-CS77
7S-CS79
7S-CS80
7S-CS-IN1114
Dnstm MH
7S-CS1
7N-CS38
6N-CS9
6N-CS10
6S-CS73
6S-CS16
6S-CS23
6S-CS28
6S-CS32
6S-CS36
6S-CS39
6S-CS40
6S-CS60
6S-CS61
6S-CS64
6S-CS65
16S-CS9
16S-CS81
6S-CS65
6S-CS68
6S-CS13
6S-CS77
6S-CS69
6S-CS70
6S-CS2
6S-CS72
7N-CS18
7N-CS23
7S-CS5
8N-CS22
7S-CS62
7S-CS13
7S-CS12
7S-CS89
7S-CS80
6S-CS68
7S-CS60
7S-CS2
7S-CS2
7S-CS65
7S-CS66
7S-CS62
7S-CS3
7S-CS73
7S-CS79
7S-CS78
7S-CS72
7S-CS72
7S-CS1
7S-CS82
Inspection
No.
19706
19705
19645
19649
19846
19863
19868
19869
19870
19871
19866
19867
20280
20281
20100
20101
20231
20102
20321
20118
19875
20400
20119
20097
19847
20120
19672
19670
20108
19668
19881
20105
19880
20395
20381
20199
20124
20125
19879
19892
19893
20127
20376
20373
20379
20372
20375
20377
19882
20385
Pipe Mtrl.
VCP
VCP
RCP
RCP
VCP
CIPP
CIPP
VCP
CIPP
CIPP
PVC
RCP
RCP
RCP
VCP
RCP
CIPP
RCP
RCP
RCP
RCP
RCP
RCP
VCP
RCP
VCP
VCP
RCP
RCP
PVC
VCP
CONC
PVC
RCP
VCP
VCP
PVC
PVC
PVC
RCP
RCP
PVC
PVC
RCP
Appendix 2
Recommended Rehabilitation Work - Sorted by Overall Structural Grade
Pipe Dia.
15
12
42
42
8
12
12
12
12
12
12
21
42
42
15
42
18
72
60
60
18
8
60
60
12
60
15
15
12
60
12
21
12
12
18
30
21
12
15
66
66
12
12
60
12
60
12
12
18
24
Televised
Length
Laterals
40
31
323
320
22
212
184
220
218
217
14
371
372
368
12
378
218
655
542
647
148
22
582
789
219
197
52
196
41
370
244
3
201
9
21
371
18
9
172
230
219
9
21
44
212
259
4
285
328
135
0
0
0
0
1
8
6
8
9
8
0
0
0
0
0
0
7
3
10
12
0
0
11
1
2
0
0
6
0
0
3
0
1
0
0
0
0
0
0
0
0
0
0
2
1
1
0
2
2
0
Segment
Grade
Overall Struct.
Rating
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Reinst. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
-
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
-
Page 15 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
8N-CS1
8N-CS10
8N-CS11
8N-CS12
8N-CS13
8N-CS14
8N-CS15
8N-CS19
8N-CS21
8N-CS22
8N-CS23
8N-CS3
8N-CS32
8N-CS38
8N-CS44
8N-CS48
8N-CS5
8N-CS54
8N-CS58
8N-CS6
8N-CS60
8N-CS62
8N-CS8
8N-CS9
8S-CS1
8S-CS10
8S-CS106
8S-CS110
8S-CS111
8S-CS112
8S-CS113
8S-CS120
8S-CS122
8S-CS16
8S-CS37
8S-CS39
8S-CS39
8S-CS41
8S-CS46
8S-CS64
8S-CS65
8S-CS70
8S-CS73
8S-CS75
8S-CS79
8S-CS85
8S-CS91
8S-CS92
9N-CS1
9N-CS3
Dnstm MH
8N-CS3
8N-CS11
8N-CS12
8N-CS15
8N-CS14
8N-CS58
8N-CS16
8N-CS23
08N-BT01
8N-CS23
8N-CS56
8N-CS5
8N-CS31
9N-CS3
8N-CS41
8N-CS43
8N-CS8
8N-CS61
8N-CS62
8N-CS21
8N-CS35
8N-CS67
8N-CS10
8N-CS13
8S-CS2
8S-CS117
8S-CS109
8S-CS111
8S-CS113
08S-BT20
19S-CS11
8S-CS119
8S-CS34
8S-CS21
8S-CS38
8S-CS41
8S-CS40
8S-CS42
8S-CS45
8S-CS69
8S-CS57
8S-CS71
8S-CS76
8S-CS79
8S-CS85
8S-CS99
8S-CS92
8S-CS93
9N-CS6
9N-CS4
Inspection
No.
20133
20128
20171
20172
20167
20168
20173
20139
20103
20137
20161
20134
20144
19656
20142
20159
20169
20147
20121
20122
20146
20433
20170
20166
19897
19910
19960
19964
19965
20130
20406
19899
19925
19916
19921
19930
19938
19931
19933
19955
19929
20230
20380
19957
19958
19959
19970
19971
20430
20288
Pipe Mtrl.
RCP
RCP
RCP
VCP
RCP
RCP
RCP
VCP
RCP
VCP
VCP
RCP
VCP
RCP
RCP
RCP
RCP
RCP
VCP
VCP
RCP
RCP
RCP
RCP
VCP
RCP
VCP
RCP
VCP
VCP
PVC
VCP
RCP
RCP
RCP
VCP
VCP
RCP
RCP
Appendix 2
Recommended Rehabilitation Work - Sorted by Overall Structural Grade
Pipe Dia.
66
66
66
66
36
36
66
10
21
60
60
66
15
42
15
15
66
12
36
21
30
60
66
36
18
24
21
33
33
15
36
12
12
30
12
33
15
33
15
21
12
12
12
21
21
21
8
8
48
42
Televised
Length
Laterals
396
4
25
146
35
88
176
332
7
364
285
390
28
393
352
244
39
294
121
398
200
211
64
46
8
274
89
211
371
7
375
32
28
319
24
10
7
151
1
162
138
8
230
106
177
163
49
217
161
299
0
0
0
0
0
0
0
11
0
0
1
0
0
0
9
1
0
6
0
0
0
5
0
0
0
8
0
0
0
0
0
1
0
1
4
0
0
0
0
0
4
0
1
0
0
0
1
3
0
0
Segment
Grade
Overall Struct.
Rating
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Reinst. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
-
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
-
Page 16 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
9N-CS4
9S-CS25
9S-CS28
9S-CS28
9S-CS33
9S-CS34
9S-CS37
9S-CS38
9S-CS83
MWRD-001MH
Dnstm MH
MWRD-001MH
9S-CS38
9S-CS27
9S-CS25
9S-CS19
19S-CS12
9S-CS28
9S-CS34
9S-CS38
9N-CS1
Inspection
No.
20289
20005
20219
20357
20324
20355
19973
20342
19566
20290
Pipe Mtrl.
RCP
RCP
RCP
VCP
RCP
Appendix 2
Recommended Rehabilitation Work - Sorted by Overall Structural Grade
Pipe Dia.
42
83
33
57
8
58
36
83
15
42
Televised
Length
Laterals
308
215
6
770
33
419
364
116
61
204
0
0
0
1
0
3
0
1
0
0
Recommendations & Estimate Of Probable Cost
Segment
Grade
Overall Struct.
Rating
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
$
$
$
$
$
$
$
$
$
$
-
$
$
$
$
$
$
$
$
$
$
-
$
$
$
$
$
$
$
$
$
$
-
$
$
$
$
$
$
$
$
$
$
-
Total Cost
CIPP Cost
Spot Repair
Cost
Reinst. Cost
Total Rehab. Cost
$
15,697,949
$
372,150
$
35,000
$
16,105,099
Category 5
$
2,652,465
$
85,800
$
35,000
$
2,773,265
Category 4
$
3,645,787
$
161,400
$
-
$
3,807,187
Category 3
$
6,194,653
$
90,000
$
-
$
6,284,653
Category 2
$
3,205,045
$
34,950
$
-
$
3,239,995
Page 17 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
07S-BT20
10S-CS10
10S-CS11
10S-CS12
10S-CS13
10S-CS14
10S-CS15
10S-CS17
10S-CS21
10S-CS23
10S-CS24
10S-CS24
10S-CS27
10S-CS27
10S-CS28
10S-CS28
10S-CS29
10S-CS3
10S-CS3
10S-CS30
10S-CS32
10S-CS33
10S-CS35
10S-CS36
10S-CS37
10S-CS38
10S-CS6
10S-CS7
10S-CS8
13N-CS11
13N-CS12
13N-CS8
14N-CS1
14N-CS10
14N-CS11
14N-CS13
14N-CS13
14N-CS14
14N-CS15
14N-CS16
14N-CS17
14N-CS18
14N-CS19
14N-CS19
14N-CS2
14N-CS20
14N-CS21
14N-CS21
14N-CS22
14N-CS23
Dnstm MH
7S-CS56
10S-CS12
10S-CS16
10S-CS17
10A1SMWRD02
10S-CS13
10S-CS18
10S-CS20
10S-CS14
10S-CS38
10S-CS25
10S-CS33
10S-CS29
10S-CS23
10S-CS37
20S-CS3
20S-CS5
10S-CS4
10S-CS6
10S-CS34
10S-CS15
9S-CS35
10S-CS34
10S-CS33
10S-CS26
10S-CS36
10S-CS10
10S-CS13
10S-CS31
4N-CS1
4N-CS3
13N-CS12
14N-CS5
14N-CS11
14N-CS17
14N-CS14
14N-CS21
14N-CS22
14N-CS23
14N-CS24
14N-CS18
14N-CS25
14N-CS30
14N-CS20
14N-CS6
14N-CS31
14N-CS22
14N-CS34
14N-CS35
14N-CS38
Inspection
No.
19944
19981
19978
19982
20399
19994
19977
19983
19995
19986
19991
19992
19984
19985
19988
19990
19987
19567
19979
20106
19976
20000
20110
19999
19989
19998
19980
19993
19975
20174
19715
20175
19717
19719
19720
19739
20111
19740
19730
19745
19721
19722
19726
19735
19725
19736
20112
20113
19741
19731
Pipe Mtrl.
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
VCP
VCP
VCP
RCP
RCP
VCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
VCP
RCP
VCP
RCP
VCP
PVC
VCP
RCP
VCP
RCP
RCP
VCP
RCP
VCP
Appendix 3
Recommended Rehabilitation Work - Sorted by Manhole Identification Number
Pipe Dia.
12
21
12
24
8
8
15
24
8
12
12
12
12
12
12
12
12
10
12
15
15
30
12
30
12
27
18
8
12
12
15
12
10
12
15
15
15
24
15
18
15
18
18
12
12
24
12
18
24
18
Televised
Length
Laterals
51
218
343
322
47
325
346
317
295
332
183
463
376
309
80
414
324
105
104
299
295
382
40
381
195
389
216
333
143
319
316
324
321
110
99
12
311
310
314
338
212
221
314
15
300
328
15
313
335
314
0
8
11
12
0
4
10
14
4
14
4
21
15
11
2
15
14
0
2
8
14
0
0
1
9
0
8
5
7
2
2
7
6
2
1
1
10
0
10
0
4
4
12
1
10
0
1
13
0
11
Segment
Grade
Overall Struct.
Rating
0
3
5
4
0
3
4
5
2
4
5
5
5
5
2
2
4
2
3
5
4
3
0
3
5
3
4
3
3
5
5
4
4
0
0
0
5
2
4
3
2
2
2
0
4
2
3
4
2
4
0
102
44
342
0
3
346
786
2
29
82
52
38
144
6
30
34
2
33
348
145
686
0
688
38
705
308
3
23
56
80
284
63
0
0
0
79
3
138
21
6
12
25
0
185
4
3
237
2
62
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
27,188
23,982
48,240
14,630
29,410
47,565
13,257
23,240
12,824
32,389
26,306
21,630
5,621
28,987
22,701
5,781
7,245
25,432
25,075
66,763
66,728
13,650
60,311
21,590
14,985
10,024
22,323
26,869
22,652
17,633
26,452
46,455
26,648
33,750
18,012
22,050
31,350
20,993
49,140
8,000
31,270
50,220
31,410
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
1,200
1,650
1,800
600
1,500
2,100
600
2,100
600
3,150
2,250
1,650
300
2,250
2,100
300
1,200
2,100
150
1,350
1,200
750
1,050
300
300
1,050
900
1,500
1,500
600
600
1,800
1,500
150
1,950
1,650
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
28,388
25,632
50,040
15,230
30,910
49,665
13,857
25,340
13,424
35,539
28,556
23,280
5,921
31,237
24,801
5,781
7,545
26,632
27,175
66,763
66,878
15,000
60,311
22,790
15,735
11,074
22,623
27,169
23,702
18,533
27,952
46,455
28,148
33,750
18,612
22,650
33,150
22,493
49,140
8,150
33,220
50,220
33,060
Page 1 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
14N-CS23
14N-CS24
14N-CS25
14N-CS26
14N-CS27
14N-CS3
14N-CS30
14N-CS31
14N-CS33
14N-CS35
14N-CS37
14N-CS38
14N-CS39
14N-CS41
14N-CS47
14N-CS49
14N-CS5
14N-CS50
14N-CS51
14N-CS53
14N-CS54
14N-CS57
14N-CS59
14N-CS63
14N-CS65
14N-CS69
14N-CS72
14N-CS73
14N-CS8
14N-CS9
14S02
15N-CS10
15N-CS13
15N-CS14
15N-CS16
15N-CS17
15N-CS19
15N-CS20
15N-CS20
15N-CS21
15N-CS22
15N-CS25
15N-CS26
15N-CS28
15N-CS29
15N-CS30
15N-CS31
15N-CS32
15N-CS33
15N-CS34
Dnstm MH
14N-CS24
14N-CS39
14N-CS26
14N-CS30
14N-CS31
14N-CS7
14N-CS34
14N-CS33
14N-CS35
14N-CS39
14N-CS73
14N-CS42
14N-CS41
15N-CS26
14N-CS72
14N-CS59
14N-CS10
14N-CS51
14N-CS53
14N-CS54
14N-CS55
14N-CS47
14N-CS63
14N-CS68
5N-CS6
14N-CS26
14N-CS36
14N-CS40
14N-CS15
14N-CS16
24S-CS33
15N-CS16
15N-CS14
15N-CS22
15N-CS24
15N-CS25
15N-CS26
15N-CS27
15N-CS19
15N-CS29
15N-CS30
15N-CS37
15N-CS30
15N-CS29
15N-CS31
15N-CS32
15N-CS33
15N-CS34
15N-CS36
15N-CS35
Inspection
No.
19746
19747
19723
19724
19734
19728
19727
19737
19738
19742
20312
19732
19748
19749
20315
20182
19718
20176
20177
20178
20179
20180
20183
20184
20181
20114
20109
20313
19729
19744
20031
19781
19689
19690
19782
19785
19679
19677
19678
19687
19778
19786
19680
19686
19688
19681
19779
19682
19783
19683
Pipe Mtrl.
RCP
RCP
VCP
RCP
CONC
VCP
RCP
RCP
RCP
RCP
VCP
RCP
RCP
RCP
VCP
VCP
VCP
RCP
RCP
RCP
RCP
VCP
VCP
VCP
RCP
VCP
VCP
VCP
RCP
RCP
VCP
PVC
RCP
VCP
RCP
RCP
PVC
VCP
VCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
Appendix 3
Recommended Rehabilitation Work - Sorted by Manhole Identification Number
Pipe Dia.
12
24
18
24
36
12
27
42
42
48
12
30
48
48
12
15
12
12
12
12
12
12
18
18
21
12
12
12
15
18
12
15
12
27
15
10
24
18
12
18
27
10
60
30
36
60
36
60
36
60
Televised
Length
Laterals
15
317
94
304
304
311
321
271
49
327
160
132
109
214
219
216
196
109
15
17
156
218
218
218
334
273
206
162
310
295
250
298
9
318
296
258
193
189
17
261
278
249
326
123
320
321
322
324
326
298
1
0
2
0
0
10
0
0
0
0
0
0
0
0
10
9
4
0
0
0
0
8
10
9
0
0
6
0
12
0
4
10
1
0
9
5
0
6
1
9
0
6
0
0
0
0
0
0
1
0
Segment
Grade
Overall Struct.
Rating
0
2
2
0
0
5
1
2
2
0
0
0
2
2
0
4
4
0
0
0
0
0
5
5
2
2
0
3
5
0
4
4
0
2
4
3
0
0
0
5
0
3
2
2
5
0
3
3
0
0
0
22
4
0
0
128
1
4
4
0
0
0
2
80
0
51
8
0
0
0
0
0
311
578
3
2
0
75
220
0
19
233
0
2
16
459
0
0
0
914
0
445
225
2
8
0
6
34
0
0
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
47,595
9,380
21,784
94,885
16,975
49,095
96,390
18,326
13,685
21,780
21,810
41,800
19,131
11,340
26,367
17,507
25,296
49,321
25,135
14,174
26,120
13,701
179,245
21,578
79,950
80,525
178,310
-
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
300
1,500
1,350
600
1,500
1,350
1,800
600
1,500
1,350
750
1,350
900
-
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
47,595
9,680
23,284
94,885
16,975
49,095
96,390
19,676
14,285
23,280
23,160
41,800
19,131
11,340
28,167
18,107
26,796
49,321
26,485
14,924
27,470
14,601
179,245
21,578
79,950
80,525
178,310
-
Page 2 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
15N-CS35
15N-CS36
15N-CS37
15N-CS38
15N-CS4
15N-CS46
15N-CS52
15N-CS54
15N-CS55
15N-CS6
15N-CS60
15N-CS61
15N-CS64
15N-CS68
15N-CS69
15N-CS70
15N-CS71
15N-CS72
15N-CS73
15N-CS76
15N-CS77
15N-CS77
15S-CS10
15S-CS11
15S-CS13
15S-CS15
15S-CS17
15S-CS19
15S-CS20
15S-CS22
15S-CS23
15S-CS24
15S-CS25
15S-CS26
15S-CS29
15S-CS3
15S-CS31
15S-CS36
15S-CS38
15S-CS4
15S-CS41
15S-CS44
15S-CS45
15S-CS48
15S-CS52
15S-CS53
15S-CS54
15S-CS6
15S-CS7
15S-CS70
Dnstm MH
16N-CS12
16N-CS13
15N-CS46
15N-CS27
15N-CS10
15N-CS52
15N-CS77
15N-CS60
15N-CS61
15N-CS11
15N-CS69
15N-CS70
15N-CS72
15N-CS73
6N-CS49
6N-CS2
6N-CS3
6N-CS4
16N-CS43
15N-CS65
16N-CS30
15N-CS76
15S-CS11
15S-CS15
15S-CS17
15S-CS19
15S-CS22
15S-CS23
15S-CS24
15S-CS65MWRD
15S-CS25
15S-CS26
15S-CS29
15S-CS31
15S-CS55MWRD
15S-CS5
15S-CS29
15S-CS61MWRD
15S-CS57MWRD
15S-CS8
15S-CS37
15S-CS48
15S-CS42
15S-CS49
15S-CS51
15S-CS52
15S-CS53
15S-CS9
15S-CS8
15S-CS18
Inspection
No.
19684
19784
19787
19685
19780
19788
19789
19795
19797
20330
19796
19798
19801
19793
20418
19799
19800
19802
19794
19792
19790
19791
19756
19757
20004
19758
19752
19759
19763
19753
19760
19764
19761
19765
19762
19937
19766
19769
19773
20001
19768
19770
19772
19771
19776
19775
19774
19754
20002
20420
Pipe Mtrl.
RCP
RCP
RCP
VCP
VCP
RCP
RCP
RCP
RCP
VCP
RCP
RCP
VCP
VCP
RCP
VCP
VCP
VCP
VCP
RCP
VCP
PVC
PVC
VCP
PVC
VCP
PVC
PVC
VCP
PVC
PVC
PVC
RCP
VCP
VCP
DI
VCP
VCP
VCP
CIPP
VCP
RCP
VCP
PVC
PVC
PVC
VCP
VCP
VCP
Appendix 3
Recommended Rehabilitation Work - Sorted by Manhole Identification Number
Pipe Dia.
60
36
10
12
12
10
10
15
15
12
15
15
18
15
30
18
18
18
12
12
12
12
15
15
30
15
30
18
8
30
18
8
18
8
18
15
12
12
12
30
12
12
12
15
8
8
8
15
18
18
Televised
Length
Laterals
63
71
316
57
340
330
39
296
298
348
298
297
301
147
128
336
333
334
41
122
36
78
246
202
251
184
147
258
217
250
116
125
153
129
107
198
42
98
123
442
247
345
168
351
178
148
198
298
361
124
0
0
6
0
16
7
0
11
8
13
9
9
10
2
5
12
13
13
1
3
1
0
7
6
7
4
6
2
3
9
2
2
2
2
1
4
0
1
6
16
10
4
2
8
4
6
4
8
0
2
Segment
Grade
Overall Struct.
Rating
0
0
3
5
4
3
3
3
3
5
3
3
2
5
0
4
4
3
0
4
0
3
0
0
5
0
3
0
0
3
0
0
0
0
4
5
0
2
4
4
0
3
3
4
0
0
0
4
3
3
0
0
568
10
411
607
85
533
539
925
529
533
2
320
0
57
32
6
0
112
0
137
0
0
161
0
87
0
0
85
0
0
0
0
64
114
0
6
60
238
0
195
3
478
0
0
0
464
10
126
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
17,353
9,000
23,772
18,161
7,000
25,169
25,364
24,360
25,322
25,220
30,100
12,461
33,550
33,250
33,420
8,533
8,000
43,873
25,725
43,698
10,740
16,805
6,860
8,624
77,298
24,143
11,732
29,818
25,330
36,060
12,390
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
900
2,400
1,050
1,650
1,200
1,950
1,350
1,350
1,500
300
1,800
1,950
1,950
450
1,050
900
1,350
150
600
150
900
2,400
600
300
1,200
1,200
300
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
18,253
9,000
26,172
19,211
7,000
26,819
26,564
26,310
26,672
26,570
31,600
12,761
35,350
35,200
35,370
8,983
8,000
44,923
26,625
45,048
10,890
17,405
7,010
9,524
79,698
24,743
12,032
31,018
26,530
36,060
12,690
Page 3 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
15S-CS71
15S-CS8
15S-CS9
16N-CS1
16N-CS10
16N-CS11
16N-CS12
16N-CS13
16N-CS15
16N-CS16
16N-CS17
16N-CS18
16N-CS19
16N-CS2
16N-CS21
16N-CS23
16N-CS25
16N-CS26
16N-CS27
16N-CS30
16N-CS32
16N-CS33
16N-CS37
16N-CS38
16N-CS39
16N-CS4
16N-CS43
16N-CS45
16N-CS46
16N-CS47
16N-CS48
16N-CS49
16N-CS5
16N-CS50
16N-CS52
16N-CS55
16N-CS8
16S-CS13
16S-CS15
16S-CS24
16S-CS25
16S-CS28
16S-CS30
16S-CS31
16S-CS34
16S-CS36
16S-CS37
16S-CS39
16S-CS43
16S-CS45
Dnstm MH
TARP-003
15S-CS13
15S-CS12
16N-CS2
16N-CS11
16N-CS12
16N-CS15
16N-CS17
16N-CS25
16N-CS27
16N-CS18
16N-CS19
16N-CS21
16N-CS3
16N-CS23
17N-CS5
16N-CS32
16N-CS33
16N-CS26
16N-CS32
16N-CS37
16N-CS39
16N-CS46
16N-CS48
16N-CS38
16N-CS5
16N-CS45
16N-CS46
16N-CS50
7N-CS2
16N-CS47
7N-CS3
16N-CS10
16N-CS52
8N-CS1
16N-CS44
16N-CS7
16S-CS17
16S-CS19
16S-CS30
16S-CS28
16S-CS31
16S-CS32
16S-CS72MWRD
16S-CS35
16S-CS35
16S-CS36
16S-CS38
16S-CS38
16S-CS40
Inspection
No.
20421
20003
19755
19803
19807
19808
19809
19828
19810
19818
19829
19830
19831
19804
19832
20364
19811
19820
19819
19812
19813
19821
19814
20115
19822
19805
19815
19816
19817
19823
19557
19824
19806
19825
19676
19827
19560
20088
19777
20278
20089
20090
20279
20091
20093
20095
20094
20246
20245
20249
Pipe Mtrl.
RCP
VCP
VCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
PVC
RCP
RCP
PVC
RCP
PVC
PVC
RCP
PVC
RCP
RCP
VCP
VCP
RCP
RCP
RCP
RCP
VCP
CIPP
CIPP
VCP
CIPP
CIPP
CIPP
VCP
VCP
VCP
VCP
CIPP
VCP
VCP
Appendix 3
Recommended Rehabilitation Work - Sorted by Manhole Identification Number
Pipe Dia.
36
30
18
18
27
30
66
36
66
12
36
36
36
18
36
36
66
15
12
24
66
15
66
18
18
21
12
24
66
18
18
18
24
66
66
15
15
18
18
18
24
24
18
24
12
12
12
8
12
27
Televised
Length
Laterals
101
440
297
149
143
166
333
341
285
164
186
173
181
144
183
307
351
331
165
345
254
99
402
312
215
216
176
158
368
294
57
304
181
367
285
29
273
217
190
218
228
234
180
132
220
201
202
183
193
220
0
17
11
0
0
0
0
1
0
4
0
0
1
0
0
2
0
12
8
0
0
4
0
7
8
0
0
0
0
7
0
7
0
0
0
0
4
6
6
10
9
9
4
1
1
0
3
5
2
5
Segment
Grade
Overall Struct.
Rating
3
4
4
2
0
2
0
3
2
0
3
3
0
2
0
0
2
0
0
0
0
0
0
0
0
0
0
2
0
4
0
4
2
0
0
3
5
0
0
3
0
0
0
5
4
2
3
0
5
4
178
226
572
2
0
2
0
608
2
0
329
308
0
2
0
0
2
0
0
0
0
0
0
0
0
0
0
2
0
87
0
54
33
0
0
50
12
0
0
25
0
0
0
124
47
12
21
0
11
31
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
25,275
76,913
29,700
14,910
29,050
85,225
170,760
46,425
43,325
14,390
210,480
23,760
29,370
30,400
27,090
9,000
23,222
21,770
19,800
15,400
14,070
14,147
13,496
34,131
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
2,550
1,650
150
1,050
1,050
600
1,500
150
150
450
300
750
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
25,275
79,463
31,350
14,910
29,050
85,375
170,760
46,425
43,325
14,390
210,480
23,760
30,420
31,450
27,090
9,000
23,822
23,270
19,950
15,550
14,070
14,597
13,796
34,881
Page 4 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
16S-CS46
16S-CS58
16S-CS60
16S-CS65
16S-CS70
16S-CS78
16S-CS81
16S-CS83
16S-CS9
17N-CS1
17N-CS2
17N-CS22
17N-CS3
17N-CS4
17N-CS5
17N-CS6
17N-CS7
17S-CS10
17S-CS12
17S-CS14
17S-CS16
17S-CS22
17S-CS23
17S-CS26
17S-CS32
17S-CS34
17S-CS36
18S-CS11
18S-CS3
18S-CS4
18S-CS5
18S-CS6
19S-CS1
19S-CS11
19S-CS13
19S-CS14
19S-CS15
19S-CS16
19S-CS17
19S-CS18
19S-CS2
19S-CS4
19S-CS5
19S-CS6
19S-CS8
19S-CS9
20S-CS1
20S-CS2
20S-CS3
20S-CS4
Dnstm MH
16S-CS42
16S-CS61MWRD
16S-CS40
16S-CS58
16S-CS76MWRD
16S-CS20
16S-CS70
16S-CS21
16S-CS13
17N-BT09
17N-CS3
17N-CS7
17N-CS4
8N-CS6
17N-CS6
17N-CS22
8N-CS9
17S-CS5
17S-CS8
17S-CS10
17S-CS12
17S-CS18
17S-CS19
17S-CS22
17S-CS44
17S-CS26
17S-CS34
18S-CS5
18S-CS4
18S-CS6
18S-CS6
19S-CS18
19S-CS13
19S-CS8
19S-CS14
19S-CS15
19S-CS16
19S-CS17
19S-CS2
19S-CS1
19S-CS9
19S-CS5
19S-CS6
19S-CS7MWRD
19S-CS4
19S-CS10MWRD
9S-CS23
20S-CS1
20S-CS4
20S-CS2
Inspection
No.
20092
20248
20223
20247
20117
20116
19563
20416
20087
20414
19836
20331
19837
20335
19834
20332
19835
20256
20258
20255
20257
20254
20329
20253
20383
20252
20251
20387
20260
20261
20259
20422
20367
20224
20368
20369
20370
20371
20262
20423
20263
20225
20226
20227
20228
20264
20008
20007
20009
20010
Pipe Mtrl.
CIPP
RCP
VCP
RCP
RCP
CIPP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
VCP
CONC
VCP
VCP
CONC
RCP
VCP
VCP
VCP
VCP
Appendix 3
Recommended Rehabilitation Work - Sorted by Manhole Identification Number
Pipe Dia.
12
42
12
12
72
18
72
18
18
15
18
36
21
21
36
36
36
12
12
12
12
12
12
12
12
12
12
10
12
15
24
24
33
90
33
33
33
33
33
24
36
58
58
58
90
36
24
24
15
15
Televised
Length
Laterals
215
140
123
210
145
217
615
5
213
212
339
494
345
73
478
541
119
160
172
157
148
154
145
144
120
145
247
199
376
267
378
795
310
461
357
262
317
218
215
295
95
656
670
552
332
103
386
423
204
130
7
0
0
1
2
5
0
0
9
1
0
0
0
0
0
1
0
3
1
6
0
1
2
4
2
1
6
0
8
7
2
1
1
0
0
0
2
2
0
0
0
0
2
2
0
1
7
8
6
0
Segment
Grade
Overall Struct.
Rating
0
0
0
2
0
4
0
5
0
0
0
3
2
0
3
3
3
4
4
4
4
5
3
4
3
4
4
3
4
3
4
5
5
2
5
5
5
5
5
4
0
0
0
0
3
0
5
2
3
3
0
0
0
3
0
57
0
5
0
0
0
884
2
0
853
970
211
63
151
242
112
296
47
406
126
328
10
9
201
33
42
350
1,371
2
1,712
910
1,280
1,155
658
354
0
0
0
0
91
0
189
107
18
21
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
14,693
21,690
11,000
123,475
43,063
119,375
135,350
29,800
11,200
12,040
11,004
10,388
10,745
10,171
10,087
8,379
10,178
17,255
10,918
26,320
22,695
56,760
119,250
61,920
391,510
71,300
52,400
63,340
43,660
42,940
44,265
282,455
57,840
63,375
17,340
11,067
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
150
750
150
450
150
900
150
300
600
300
150
900
1,200
1,050
300
150
150
300
300
1,050
1,200
900
-
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
20,000
-
Total Rehab. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
14,843
22,440
31,000
123,475
43,063
119,375
135,500
29,800
11,650
12,190
11,904
10,388
10,895
10,471
10,687
8,679
10,328
18,155
10,918
27,520
23,745
57,060
119,400
62,070
391,510
71,300
52,400
63,640
43,960
42,940
44,265
282,455
58,890
64,575
18,240
11,067
Page 5 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
20S-CS6
20S-CS7
20S-CS8
24S-CS1
24S-CS10
24S-CS11
24S-CS13
24S-CS14
24S-CS19
24S-CS2
24S-CS20
24S-CS24
24S-CS25
24S-CS26
24S-CS28
24S-CS31
24S-CS32
24S-CS34
24S-CS36
24S-CS38
24S-CS39
24S-CS4
24S-CS40A
24S-CS41
24S-CS43
24S-CS6
24S-CS7
25S-CS1
25S-CS10
25S-CS11
25S-CS12
25S-CS13
25S-CS14
25S-CS16
25S-CS17
25S-CS18
25S-CS21
25S-CS22
25S-CS23
25S-CS25
25S-CS28
25S-CS3
25S-CS31
25S-CS36
25S-CS38
25S-CS39
25S-CS4
25S-CS40
25S-CS41
25S-CS44
Dnstm MH
20S-CS7
20S-CS2
20S-CS7
24S-CS2
24S-CS11
24S-CS13
24S-CS14
24S-CS7
24S-CS20
25S-CS1
24S-CS14
24S-CS25
24S-CS26
24S-CS20
24S-CS26
24S-CS1
24S-CS30
24S-CS38
24S-CS34
24S-CS1
24S-CS10
24S-CS6
24S-CS18
24S-CS24
24S-CS4
24S-CS7
24S-CS31
25S-CS38
25S-CS16
25S-CS13
25S-CS39
25S-CS21
25S-CS15
25S-CS17
25S-CS18
25S-CS12
25S-CS57
25S-CS55
25S-CS21
25S-CS16
25S-CS27
25S-CS9
25S-CS28
25S-CS41
25S-CS58
25S-CS47
25S-CS10
25S-CS45
25S-CS31
25S-CS28
Inspection
No.
20011
20006
20338
20026
20018
20019
20020
20021
20016
20027
20017
20012
20013
20015
20014
20025
20032
20029
20028
20030
19569
20022
20340
20347
20126
20023
20024
20061
20039
20053
20044
20054
20037
20041
20042
20043
20055
20057
20050
20040
20049
20035
20048
20046
20062
20034
20038
20300
20047
20045
Pipe Mtrl.
VCP
VCP
VCP
RCP
RCP
RCP
RCP
VCP
VCP
RCP
VCP
RCP
RCP
VCP
VCP
RCP
RCP
VCP
RCP
VCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
VCP
VCP
RCP
VCP
RCP
RCP
RCP
RCP
RCP
VCP
RCP
RCP
VCP
VCP
VCP
RCP
RCP
VCP
VCP
VCP
Appendix 3
Recommended Rehabilitation Work - Sorted by Manhole Identification Number
Pipe Dia.
15
21
18
30
15
18
18
18
12
30
15
12
12
12
18
27
12
18
18
18
15
15
12
12
12
15
27
30
12
12
24
15
18
24
24
24
21
48
21
18
21
8
15
8
30
36
8
10
12
18
Televised
Length
Laterals
127
463
572
354
209
225
279
321
330
293
311
210
349
317
103
239
338
311
92
264
42
309
71
192
158
282
215
7
355
206
544
74
64
63
250
208
275
73
121
292
65
337
247
47
322
371
305
427
155
17
2
7
0
1
9
6
5
6
6
0
6
8
7
6
3
4
5
5
1
3
0
10
2
6
4
6
5
0
10
3
14
1
0
0
0
6
0
0
3
9
2
12
4
0
0
0
9
1
1
0
Segment
Grade
Overall Struct.
Rating
2
2
5
3
3
0
4
4
5
3
0
5
2
3
3
3
5
4
5
5
4
2
3
0
5
0
3
0
4
5
0
0
3
0
3
3
3
3
5
0
0
5
0
0
3
3
2
3
0
0
98
79
5
634
7
0
16
11
50
527
0
9
2
3
7
430
36
11
5
578
4
6
3
0
8
0
382
0
8
5
0
0
110
0
448
375
3
3
523
0
0
30
0
0
580
625
4
21
0
0
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
10,761
57,863
57,230
61,915
17,774
27,910
32,140
23,100
51,275
14,707
24,423
22,190
10,270
37,092
23,674
31,100
9,200
26,350
9,000
26,265
8,000
11,060
33,387
24,857
14,420
11,000
37,500
31,200
34,313
32,805
15,125
15,161
56,385
92,750
13,739
23,458
-
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
300
1,050
150
1,350
750
900
900
1,200
1,050
900
450
600
750
750
150
450
1,500
300
600
750
1,500
450
900
450
1,800
1,350
150
-
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
11,061
58,913
57,230
62,065
19,124
28,660
33,040
24,000
51,275
15,907
25,473
23,090
10,720
37,692
24,424
31,850
9,350
26,800
9,000
27,765
8,300
11,660
34,137
26,357
14,870
11,000
37,500
32,100
34,313
32,805
15,575
16,961
56,385
92,750
15,089
23,608
-
Page 6 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
25S-CS45
25S-CS46
25S-CS47
25S-CS49
25S-CS50
25S-CS51
25S-CS52
25S-CS54
25S-CS55
25S-CS57
25S-CS58
25S-CS6
25S-CS6
25S-CS7
25S-CS8
25S-CS9
26S-CS12
26S-CS13
26S-CS13
26S-CS14
26S-CS14
26S-CS16
26S-CS22
26S-CS23
26S-CS24
26S-CS26
26S-CS27
26S-CS3
26S-CS30
26S-CS31
26S-CS32
26S-CS33
26S-CS34
26S-CS36
26S-CS37
26S-CS40
26S-CS41
26S-CS42
26S-CS43
26S-CS45
26S-CS46
26S-CS47
26S-CS48
26S-CS49
26S-CS5
26S-CS50
26S-CS51
26S-CS52
26S-CS53
26S-CS53
Dnstm MH
25S-CS46
25S-CS54
15S-CS71
16S-CS59
25S-CS6
25S-CS49
25S-CS50
25S-CS51
26S-CS13
25S-CS22
25S-CS39
16S-CS45
26S-CS45
25S-CS8
25S-CS11
25S-CS14
26S-CS11
25S-CS53
26S-CS43
26S-CS12
26S-CS46
26S-CS15
26S-CS50
26S-CS21
26S-CS53
26S-CS22
26S-CS23
16S-CS48
26S-CS27
26S-CS24
26S-CS58
26S-CS51
26S-CS31
26S-CS37
26S-CS38
26S-CS34
26S-CS61
26S-CS41
26S-CS7
16S-CS58
26S-CS47
26S-CS48
26S-CS49
26S-CS43
26S-CS8
26S-CS13
26S-CS26
26S-CS30
26S-CS16
26S-CS46
Inspection
No.
20301
20302
20410
20298
20086
20060
20277
20391
20058
20056
20033
19750
20363
20051
20052
20036
20078
20059
20390
20076
20362
20075
20265
20085
20072
19751
20084
20096
20083
20071
20063
19539
20070
20080
20079
20069
20066
20065
20267
20275
20272
20337
20273
20266
20077
20304
20081
20082
20271
20276
Pipe Mtrl.
RCP
VCP
VCP
VCP
RCP
RCP
VCP
VCP
VCP
VCP
VCP
PVC
VCP
RCP
VCP
RCP
CIPP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
RCP
RCP
RCP
RCP
VCP
RCP
VCP
VCP
RCP
Appendix 3
Recommended Rehabilitation Work - Sorted by Manhole Identification Number
Pipe Dia.
15
15
36
24
21
21
21
24
21
21
30
27
12
8
12
12
15
21
21
15
30
18
12
18
18
12
15
12
15
18
12
12
18
12
15
18
15
12
42
42
30
30
27
27
12
12
12
15
18
27
Televised
Length
Laterals
404
384
490
319
218
396
218
389
20
126
308
172
19
52
205
321
216
107
6
158
33
199
109
157
219
128
177
181
181
231
202
235
252
169
169
214
164
85
213
403
63
314
69
82
195
128
109
76
25
394
0
0
0
3
1
0
3
0
0
0
0
0
0
1
2
8
2
0
0
0
0
0
1
2
5
1
5
1
4
6
4
5
7
3
1
2
0
1
0
0
0
0
0
0
4
0
3
2
0
1
Segment
Grade
Overall Struct.
Rating
4
0
3
0
5
0
5
0
5
3
3
5
0
1
3
5
4
0
0
3
3
0
1
0
5
4
3
2
5
4
5
5
5
5
2
2
5
0
3
0
3
3
3
3
4
0
3
4
0
3
29
0
854
0
632
0
1,078
0
14
223
551
190
0
1
3
15
196
0
0
49
3
0
3
0
20
17
13
76
261
21
452
441
23
205
6
44
511
0
232
0
112
563
121
144
342
0
9
60
0
706
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
34,366
122,575
27,188
27,288
12,000
15,700
53,848
26,676
14,315
22,442
18,369
13,422
18,000
21,910
8,932
15,011
12,663
15,402
23,100
14,112
16,443
25,230
11,809
14,365
21,370
13,940
74,655
11,078
54,950
10,757
12,710
13,678
7,595
9,000
61,117
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
150
450
300
1,200
300
750
150
750
150
600
900
600
750
1,050
450
150
300
600
450
300
150
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
34,366
122,575
27,338
27,738
12,000
15,700
53,848
26,676
14,615
23,642
18,669
13,422
18,000
22,660
9,082
15,761
12,813
16,002
24,000
14,712
17,193
26,280
12,259
14,515
21,670
13,940
74,655
11,078
54,950
10,757
12,710
14,278
8,045
9,300
61,267
Page 7 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
26S-CS56
26S-CS57
26S-CS58
26S-CS59
26S-CS6
26S-CS61
26S-CS67
26S-CS69
26S-CS7
26S-CS9
2N-CS22
2N-CS26
2N-CS30
2N-CS32
3N-CS1
3N-CS10
3N-CS11
3N-CS12
3N-CS17
3N-CS2
3N-CS20
3N-CS23
3N-CS27
3N-CS28
3N-CS28
3N-CS29
3N-CS31
3N-CS32
3N-CS34
3N-CS35
3N-CS38
3N-CS41
3N-CS46
3N-CS52
3N-CS53
3N-CS54
3N-CS55
3N-CS56
3N-CS61
3N-CS62
3N-CS7
3N-CS8
3N-CS9
4N-CS1
4N-CS10
4N-CS11
4N-CS14
4N-CS15
4N-CS16
4N-CS17
Dnstm MH
26S-CS55
26S-CS53
26S-CS42
26S-CS39
26S-CS9
26S-CS40
26S-CS3
26S-CS3
26S-CS44
26S-CS16
2N-CS23
2N-CS30
2N-CS32
2N-CS27MWRD
3N-CS2
3N-CS46
3N-CS17
3N-CS11
3N-CS18
3N-CS7
3N-CS23
3N-CS27
3N-CS30
3N-CS27
3N-CS32
3N-CS34
3N-CS30
3N-CS31
3N-CS33
3N-CS30
3N-CS35
2N-CS22
3N-CS9
3N-CS53
3N-CS7
3N-CS52
3N-CS54
3N-CS55
3N-CS43
3N-CS61
3N-CS8
4N-CS15
3N-CS7
4N-CS2
4N-CS13
4N-CS14
4N-CS19
4N-CS16
4N-CS17
4N-CS18
Inspection
No.
20274
20270
20064
20068
20073
20067
19538
19568
20268
20074
19570
20232
20424
20425
19571
19573
19527
19584
19528
19572
19529
19530
19536
20305
20348
20222
19534
19533
19558
19532
19531
19535
19574
19580
19581
19578
19577
19576
20307
20291
19582
19583
19575
19540
19587
19543
19545
19546
19547
19548
Pipe Mtrl.
VCP
VCP
VCP
VCP
VCP
VCP
CIPP
VCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
PVC
VCP
RCP
RCP
RCP
RCP
RCP
VCP
VCP
RCP
RCP
VCP
VCP
RCP
RCP
RCP
RCP
RCP
RCP
Appendix 3
Recommended Rehabilitation Work - Sorted by Manhole Identification Number
Pipe Dia.
12
24
12
15
12
15
12
12
42
12
18
18
18
18
12
12
15
15
15
15
15
15
15
15
12
12
15
15
15
12
12
18
12
30
33
30
24
24
15
15
30
30
15
15
30
26
26
30
30
30
Televised
Length
Laterals
136
350
116
161
204
179
184
137
407
206
384
251
48
127
290
111
164
247
187
276
252
190
1
375
1
5
184
189
187
196
237
235
180
156
152
332
235
84
171
197
4
154
231
202
206
123
308
160
150
192
2
0
0
2
7
0
6
2
0
4
2
0
0
0
6
3
3
2
5
4
10
6
0
0
0
0
0
0
0
6
11
1
8
1
0
0
1
0
3
5
0
0
4
1
3
2
2
1
2
2
Segment
Grade
Overall Struct.
Rating
3
3
4
3
3
4
0
4
0
4
3
3
3
3
0
0
4
4
4
4
5
4
0
5
0
5
4
4
4
4
4
4
0
0
0
2
3
0
4
4
0
0
4
4
0
0
0
0
0
3
4
626
55
32
236
174
0
12
0
391
81
434
81
223
0
0
204
329
86
285
241
58
0
35
0
5
6
518
524
98
193
173
0
0
0
3
3
0
480
419
0
0
113
57
0
0
0
0
0
4
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
9,527
52,515
8,141
13,719
14,259
15,224
9,604
14,420
38,400
25,060
11,000
12,650
13,906
20,953
15,895
23,418
21,420
16,108
31,850
9,000
15,623
16,023
15,929
13,727
16,555
23,470
58,119
35,280
14,569
16,711
19,618
17,196
33,618
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
300
300
1,050
300
600
300
450
300
750
600
1,500
900
900
1,650
150
150
450
750
600
150
300
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
9,827
52,515
8,141
14,019
15,309
15,224
9,904
15,020
38,700
25,060
11,000
12,650
14,356
21,253
16,645
24,018
22,920
17,008
31,850
9,000
15,623
16,023
15,929
14,627
18,205
23,620
58,119
35,430
15,019
17,461
20,218
17,346
33,918
Page 8 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
4N-CS18
4N-CS19
4N-CS2
4N-CS20
4N-CS21
4N-CS21
4N-CS22
4N-CS23
4N-CS25
4N-CS26
4N-CS28
4N-CS29
4N-CS3
4N-CS31
4N-CS37
4N-CS4
4N-CS5
4N-CS6
4N-CS8
5N-CS10
5N-CS13
5N-CS14
5N-CS21
5N-CS22
5N-CS23
5N-CS24
5N-CS26
5N-CS27
5N-CS28
5N-CS29
5N-CS31
5N-CS32
5N-CS33
5N-CS34
5N-CS35
5N-CS35
5N-CS36
5N-CS38
5N-CS39
5N-CS40
5N-CS41
5N-CS42
5N-CS43
5N-CS44
5N-CS45
5N-CS46
5N-CS48
5N-CS49
5N-CS50
5N-CS51
Dnstm MH
4N-CS19
4N-CS22
4N-CS3
4N-CS21
4N-CS22
4N-CS24
4N-CS23
4N-CS25
5N-CS73
4N-CS33
4N-CS19
4N-CS27
4N-CS11
4N-CS32
5N-CS24
4N-CS5
4N-CS10
4N-CS5
4N-CS14
5N-CS14
5N-CS58
5N-CS17
5N-CS22
5N-CS23
5N-CS27
5N-CS28
5N-CS42
5N-CS31
5N-CS35
5N-CS32
5N-CS34
5N-CS37
5N-CS38
5N-CS39
4N-CS41
5N-CS36
5N-CS40
5N-CS70
5N-CS43
5N-CS45
5N-CS70
5N-CS33
5N-CS44
5N-CS50
5N-CS46
5N-CS47
5N-CS49
5N-CS50
5N-CS54
5N-CS74
Inspection
No.
19549
19552
19541
19553
19554
19555
19588
19589
20334
19590
19537
19550
19542
19551
19592
19585
19716
19586
19544
19603
19601
19604
19605
19606
19607
19618
19598
19608
19619
19594
19609
19595
20314
19610
19620
19621
19622
20311
19611
20282
19596
19599
19613
19614
20283
19623
19615
19616
19617
20358
Pipe Mtrl.
RCP
RCP
VCP
RCP
VCP
VCP
RCP
RCP
VCP
RCP
VCP
RCP
RCP
VCP
VCP
RCP
VCP
RCP
VCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
Appendix 3
Recommended Rehabilitation Work - Sorted by Manhole Identification Number
Pipe Dia.
30
36
15
8
10
8
36
36
42
8
24
10
26
12
12
15
30
21
10
18
30
18
18
18
18
12
15
18
12
15
18
15
15
18
12
12
12
15
18
12
21
15
21
21
12
12
12
12
21
15
Televised
Length
Laterals
18
358
220
207
17
172
175
171
124
303
86
116
356
57
29
360
192
201
215
218
294
217
15
95
105
245
216
220
329
217
228
220
218
208
76
65
227
215
217
56
331
217
140
327
300
286
218
215
302
76
0
6
2
0
0
0
0
1
0
0
0
0
7
0
0
5
0
2
0
9
1
8
0
4
3
6
4
8
8
8
8
7
11
9
0
1
5
7
7
0
5
6
2
8
1
3
8
9
6
0
Segment
Grade
Overall Struct.
Rating
0
0
0
3
0
2
2
0
0
1
0
4
0
0
3
4
0
4
0
4
3
5
4
4
4
2
4
4
0
4
5
4
5
4
0
0
2
5
4
0
4
4
2
4
1
4
4
4
4
2
0
0
0
7
0
2
2
0
0
1
0
212
0
0
3
208
0
74
0
237
524
365
26
163
192
2
133
72
0
328
494
305
105
508
0
0
2
208
452
0
27
109
14
290
1
16
13
235
511
4
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
9,311
7,727
43,675
7,000
8,000
30,566
25,088
21,760
51,433
21,730
11,000
9,520
10,520
17,129
18,335
21,950
18,411
22,780
18,666
18,530
20,760
15,883
18,233
21,730
41,313
18,428
17,500
40,838
20,041
15,225
15,036
37,700
6,494
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
750
300
1,350
150
1,200
600
450
900
600
1,200
1,200
1,200
1,050
1,650
1,350
750
1,050
1,050
750
900
300
1,200
450
1,200
1,350
900
-
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
9,311
7,727
43,675
7,000
8,000
31,316
25,388
23,110
51,583
22,930
11,000
10,120
10,970
18,029
18,935
23,150
19,611
23,980
19,716
20,180
22,110
16,633
19,283
22,780
42,063
19,328
17,800
42,038
20,491
16,425
16,386
38,600
6,494
Page 9 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
5N-CS53
5N-CS54
5N-CS55
5N-CS56
5N-CS57
5N-CS58
5N-CS6
5N-CS60
5N-CS68
5N-CS69
5N-CS70
5N-CS71
5N-CS73
5N-CS8
5S-CS1
5S-CS10
5S-CS2
5S-CS3
5S-CS4
5S-CS5
5S-CS6
5S-CS7
5S-CS8
5S-CS9
6N-CS1
6N-CS11
6N-CS12
6N-CS13
6N-CS14
6N-CS15
6N-CS16
6N-CS17
6N-CS18
6N-CS20
6N-CS22
6N-CS23
6N-CS25
6N-CS26
6N-CS27
6N-CS28
6N-CS29
6N-CS3
6N-CS30
6N-CS32
6N-CS33
6N-CS34
6N-CS35
6N-CS36
6N-CS37
6N-CS38
Dnstm MH
5N-CS60
6N-CS42
5N-CS56
5N-CS69
5N-CS60
5N-CS55
5N-CS13
6S-CS74
5S-CS5
5N-CS57
5N-CS43
5N-CS58
5N-CS71
5N-CS10
5S-CS8
15S-CS4
5S-CS3
5S-CS4
5S-CS5
6S-CS75
5S-CS7
6S-CS59
5S-CS9
5S-CS2
6N-CS6
6N-CS6
6N-CS7
6N-CS8
6N-CS9
6N-CS10
6N-CS11
6N-CS12
6N-CS13
6N-CS15
6N-CS17
6N-CS18
6N-CS20
6N-CS21
6N-CS22
6N-CS23
6N-CS24
6N-CS8
6N-CS25
6N-CS33
6N-CS38
6N-CS35
6N-CS39
6N-CS37
6N-CS40
6N-CS45
Inspection
No.
20292
19701
19626
19627
20284
19625
19600
20317
20229
19628
19612
19624
20333
19602
19838
19562
19840
19841
19842
19843
19844
19874
20316
19839
19629
19633
19638
19644
19648
19653
19632
19637
19643
19652
19636
19642
19651
19631
19635
19641
19647
19640
19650
19694
19695
19691
19692
19702
19703
19696
Pipe Mtrl.
VCP
VCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
RCP
VCP
VCP
RCP
RCP
VCP
VCP
VCP
VCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
Appendix 3
Recommended Rehabilitation Work - Sorted by Manhole Identification Number
Pipe Dia.
15
18
42
42
42
42
30
60
12
42
21
42
42
18
12
30
12
12
8
8
42
42
12
12
30
33
15
18
18
15
33
15
15
15
12
12
12
24
12
12
12
21
12
12
12
12
12
12
12
12
Televised
Length
Laterals
170
191
240
526
738
315
308
61
54
531
327
330
210
201
156
182
292
261
65
183
393
379
6
165
321
324
364
334
345
325
331
291
317
326
360
336
241
260
331
260
270
322
359
41
249
41
248
40
245
248
2
1
0
0
0
0
0
0
0
0
5
0
1
6
0
6
1
2
0
2
0
0
0
1
13
14
13
14
15
6
15
10
10
6
13
12
5
9
11
11
12
10
6
2
15
2
10
0
1
10
Segment
Grade
Overall Struct.
Rating
2
4
2
2
0
3
3
0
0
0
3
3
0
4
0
4
2
5
2
2
0
0
0
3
3
0
4
3
4
4
0
4
4
3
3
4
4
2
5
5
4
3
3
3
3
4
4
5
0
4
8
352
31
2
0
562
556
0
0
0
5
590
0
408
0
75
6
59
6
6
0
0
0
327
574
0
221
23
200
51
0
62
559
14
32
938
19
4
564
286
402
18
5
8
13
7
23
144
0
32
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
14,442
19,060
83,965
183,960
110,180
53,918
40,825
115,640
20,060
31,815
20,440
18,242
2,930
8,235
11,515
56,210
30,957
33,440
34,450
27,634
24,752
26,945
27,668
25,165
23,513
16,898
38,940
23,170
18,207
18,921
40,263
25,109
8,000
17,416
8,000
17,381
8,000
17,325
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
300
150
750
900
900
150
300
300
150
1,950
1,950
2,100
2,250
900
1,500
1,500
900
1,950
1,800
750
1,350
1,650
1,650
1,800
1,500
900
300
2,250
300
1,500
1,500
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
14,742
19,210
83,965
183,960
110,180
53,918
41,575
115,640
20,960
32,715
20,590
18,542
2,930
8,535
11,665
58,160
32,907
35,540
36,700
28,534
26,252
28,445
28,568
27,115
25,313
17,648
40,290
24,820
19,857
20,721
41,763
26,009
8,300
19,666
8,300
18,881
8,000
18,825
Page 10 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
6N-CS39
6N-CS4
6N-CS40
6N-CS42
6N-CS43
6N-CS44
6N-CS45
6N-CS46
6N-CS47
6N-CS48
6N-CS49
6N-CS6
6N-CS7
6N-CS8
6N-CS9
6S-CS1
6S-CS10
6S-CS11
6S-CS12
6S-CS14
6S-CS17
6S-CS18
6S-CS2
6S-CS20
6S-CS21
6S-CS22
6S-CS23
6S-CS28
6S-CS3
6S-CS31
6S-CS32
6S-CS35
6S-CS37
6S-CS38
6S-CS39
6S-CS4
6S-CS40
6S-CS49
6S-CS52
6S-CS58
6S-CS59
6S-CS6
6S-CS60
6S-CS61
6S-CS61
6S-CS64
6S-CS65
6S-CS66
6S-CS67
6S-CS68
Dnstm MH
6N-CS48
6N-CS9
6N-CS47
6N-CS43
7S-CS1
6N-CS43
6N-CS44
6N-CS45
7N-CS38
6N-CS46
6N-CS1
6N-CS7
6N-CS8
6N-CS9
6N-CS10
6S-CS73
6S-CS16
6S-CS12
6S-CS14
6S-CS18
6S-CS23
6S-CS20
6S-CS6
7S-CS21
6S-CS26
6S-CS27
6S-CS28
6S-CS32
6S-CS4
6S-CS35
6S-CS36
6S-CS39
6S-CS44
6S-CS41
6S-CS40
6S-CS77
6S-CS69
6S-CS78
6S-CS67
6S-CS62
6S-CS60
6S-CS11
6S-CS61
6S-CS64
6S-CS65
16S-CS9
16S-CS81
6S-CS58
6S-CS66
6S-CS65
Inspection
No.
19654
19646
19704
19700
19706
19698
19697
19693
19705
19655
20419
19634
19639
19645
19649
19846
19863
19850
19852
19853
19868
19854
19848
20099
19861
19864
19869
19870
19876
19865
19871
19866
19855
19872
19867
19877
20319
20326
19856
19859
20280
19849
20281
20100
20101
20231
20102
19858
19857
20321
Pipe Mtrl.
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
RCP
RCP
RCP
RCP
VCP
CIPP
VCP
VCP
VCP
CIPP
VCP
VCP
VCP
VCP
VCP
CIPP
VCP
VCP
CIPP
PVC
VCP
VCP
RCP
VCP
RCP
VCP
VCP
VCP
RCP
VCP
RCP
VCP
RCP
CIPP
RCP
VCP
VCP
RCP
Appendix 3
Recommended Rehabilitation Work - Sorted by Manhole Identification Number
Pipe Dia.
12
21
12
21
15
21
21
21
12
12
30
36
36
42
42
8
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
24
12
21
12
21
15
24
24
42
12
42
15
42
18
72
24
24
60
Televised
Length
Laterals
171
321
227
224
40
158
193
374
31
77
193
309
329
323
320
22
212
18
195
199
184
198
208
203
219
183
220
218
51
217
217
14
202
201
371
135
375
187
128
151
372
178
368
12
378
218
655
176
76
542
9
12
3
1
0
2
4
3
0
3
12
0
0
0
0
1
8
1
5
4
6
7
0
5
7
6
8
9
1
8
8
0
6
6
0
6
0
6
4
6
0
7
0
0
0
7
3
6
2
10
Segment
Grade
Overall Struct.
Rating
5
3
2
3
0
4
4
3
0
3
3
3
3
0
0
0
0
2
2
1
0
2
3
5
5
4
0
0
3
2
0
0
3
4
0
4
1
4
4
2
0
2
0
0
0
0
0
2
4
0
103
10
12
101
0
138
111
12
0
3
344
551
589
0
0
0
0
2
2
1
0
2
5
12
412
158
0
0
16
12
0
0
268
17
0
18
1
14
202
22
0
2
0
0
0
0
0
6
61
0
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
11,984
40,175
15,869
28,000
19,750
24,150
46,725
8,000
33,758
77,150
82,350
1,239
13,643
13,860
14,532
14,210
15,337
12,831
8,000
15,162
30,285
14,056
9,443
15,921
19,200
22,665
12,432
26,370
11,460
-
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
1,350
1,800
450
150
300
600
450
450
1,800
150
750
1,050
750
1,050
900
150
1,200
900
900
900
900
600
900
1,050
900
300
-
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
13,334
41,975
16,319
28,150
20,050
24,750
47,175
8,450
35,558
77,150
82,350
1,389
14,393
14,910
14,532
14,960
16,387
13,731
8,150
16,362
31,185
14,956
10,343
16,821
19,800
23,565
13,482
27,270
11,760
-
Page 11 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
6S-CS69
6S-CS7
6S-CS7
6S-CS70
6S-CS72
6S-CS73
6S-CS74
6S-CS75
6S-CS77
6S-CS9
7N-CS10
7N-CS11
7N-CS12
7N-CS14
7N-CS15
7N-CS16
7N-CS18
7N-CS19
7N-CS2
7N-CS20
7N-CS21
7N-CS22
7N-CS23
7N-CS26
7N-CS27
7N-CS29
7N-CS30
7N-CS31
7N-CS33
7N-CS34
7N-CS35
7N-CS38
7N-CS39
7N-CS40
7N-CS41
7N-CS5
7N-CS7
7N-CS8
7N-CS9
7S-CS11
7S-CS12
7S-CS13
7S-CS13A
7S-CS15
7S-CS16
7S-CS18
7S-CS19
7S-CS2
7S-CS22
7S-CS23
Dnstm MH
6S-CS68
6S-CS13
6S-CS77
6S-CS69
6S-CS70
6S-CS2
6S-CS72
6S-CS1
7S-CS9
6S-CS15
7N-CS5
7N-CS6
7N-CS8
7N-CS10
7N-CS11
7N-CS12
8N-CS31
7N-CS18
7N-CS6
7N-CS14
7N-CS15
7N-CS16
7N-CS19
7N-CS21
7N-CS22
7N-CS23
7N-CS25
7N-CS26
7N-CS29
7N-CS30
7N-CS31
7N-CS39
7N-CS40
7S-CS5
7N-CS26
7N-CS6
7N-CS8
7N-CS9
8N-CS22
7S-CS13A
7S-CS62
7S-CS90
7S-CS13
7S-CS14
7S-CS8
7S-CS12
7S-CS89
7S-CS80
7S-CS23
7S-CS19
Inspection
No.
20118
19875
20400
20119
20097
19847
20120
19845
20107
19860
20287
19660
19666
20286
19659
19665
19673
19672
19711
20285
19658
19664
19671
19657
19663
19670
19708
19713
19669
19707
19712
19674
19675
20108
19714
19710
19661
19667
19668
20104
19881
20417
20105
20328
20202
19880
20395
20381
19889
19890
Pipe Mtrl.
RCP
RCP
RCP
RCP
VCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
RCP
RCP
RCP
RCP
RCP
VCP
PVC
VCP
VCP
VCP
VCP
CONC
PVC
VCP
VCP
Appendix 3
Recommended Rehabilitation Work - Sorted by Manhole Identification Number
Pipe Dia.
60
18
8
60
60
12
60
8
18
12
21
21
21
18
21
21
27
15
21
18
18
18
15
18
18
15
12
15
12
12
12
12
12
12
8
42
42
48
60
21
12
21
21
12
15
12
12
18
12
12
Televised
Length
Laterals
647
148
22
582
789
219
197
207
56
216
325
347
345
325
305
306
366
52
324
326
337
339
398
319
298
196
284
326
200
292
267
41
112
41
161
341
227
371
370
138
244
51
3
32
243
201
9
21
274
121
12
0
0
11
1
2
0
3
0
10
7
12
12
4
12
10
0
0
12
7
12
13
14
12
15
6
6
12
4
3
13
0
1
0
0
1
0
0
0
1
3
0
0
0
1
1
0
0
10
1
Segment
Grade
Overall Struct.
Rating
0
0
0
0
0
0
0
5
2
5
5
4
3
4
4
4
3
0
4
3
3
3
2
3
4
0
4
4
4
3
4
2
2
0
2
3
3
3
0
5
0
5
0
2
5
0
0
0
4
3
0
0
0
0
0
0
0
19
2
72
11
99
45
13
384
58
653
0
317
12
29
41
2
23
239
0
17
103
10
3
325
2
2
0
6
608
398
662
0
219
0
7
0
2
204
0
0
0
158
21
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
9,306
5,550
15,092
40,638
43,313
43,175
32,480
38,163
38,238
56,715
40,513
32,550
33,650
33,900
33,864
31,900
29,830
19,852
27,668
13,979
20,447
18,704
2,898
7,868
7,250
119,315
79,275
166,950
17,263
12,000
2,240
20,689
19,208
8,491
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
450
1,500
1,050
1,800
1,800
600
1,800
1,500
1,800
1,050
1,800
1,950
2,100
1,800
2,250
900
1,800
600
450
1,950
150
150
150
150
1,500
150
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
9,756
5,550
16,592
41,688
45,113
44,975
33,080
39,963
39,738
56,715
42,313
33,600
35,450
35,850
35,964
33,700
32,080
20,752
29,468
14,579
20,897
20,654
2,898
8,018
7,250
119,465
79,275
166,950
17,413
12,000
2,240
20,839
20,708
8,641
Page 12 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
7S-CS24
7S-CS25
7S-CS25
7S-CS26
7S-CS27
7S-CS28
7S-CS29
7S-CS3
7S-CS31
7S-CS32
7S-CS34
7S-CS34
7S-CS35
7S-CS37
7S-CS39
7S-CS4
7S-CS40
7S-CS43
7S-CS47
7S-CS47
7S-CS48
7S-CS49
7S-CS49
7S-CS5
7S-CS53
7S-CS54
7S-CS59
7S-CS59
7S-CS60
7S-CS61
7S-CS62
7S-CS63
7S-CS64
7S-CS65
7S-CS67
7S-CS68
7S-CS69
7S-CS7
7S-CS72
7S-CS73
7S-CS75
7S-CS76
7S-CS77
7S-CS78
7S-CS79
7S-CS8
7S-CS80
7S-CS81
7S-CS89
7S-CS-IN1114
Dnstm MH
7S-CS16
7S-CS21
7S-CS31
7S-CS25
7S-CS29
7S-CS24
7S-CS23
7S-CS63
7S-CS35
7S-CS26
7S-CS36
7S-CS32
7S-CS38
8S-CS62
7S-CS61
7S-CS5
7S-CS39
7S-CS48
7S-CS53
6S-CS68
7S-CS49
7S-CS54
7S-CS47
8S-CS1
7S-CS57
17S-CS6
7S-CS60
6S-CS62
17S-CS5
7S-CS43
7S-CS2
7S-CS2
7S-CS65
7S-CS66
7S-CS62
7S-CS3
8S-CS24
7S-CS8
7S-CS3
7S-CS73
7S-CS79
7S-CS78
7S-CS72
7S-CS74
7S-CS72
7S-CS6
7S-CS1
7S-CS-IN1114
7S-CS15
7S-CS82
Inspection
No.
20201
20098
20191
19888
19561
20200
20206
19878
20192
19887
19885
19886
20193
19884
20186
20204
20185
20187
20195
20199
20188
20189
20198
20205
19564
20190
20124
20196
20197
19896
20125
19879
19892
19893
20127
19895
19934
19891
20376
20373
20379
20372
20375
20378
20377
20203
19882
20384
20327
20385
Pipe Mtrl.
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
VCP
VCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
PVC
PVC
VCP
VCP
VCP
PVC
RCP
RCP
PVC
RCP
VCP
PVC
RCP
RCP
Appendix 3
Recommended Rehabilitation Work - Sorted by Manhole Identification Number
Pipe Dia.
12
12
12
12
12
12
12
15
12
12
12
12
12
12
15
15
10
15
15
30
18
18
24
18
15
18
21
21
21
15
12
15
66
66
12
12
12
12
12
60
12
60
12
60
12
15
18
24
12
24
Televised
Length
Laterals
267
230
174
211
44
246
235
202
172
223
216
225
180
195
176
106
169
329
229
371
15
293
372
216
265
293
18
319
42
152
9
172
230
219
9
250
205
42
21
44
212
259
4
202
285
40
328
133
120
135
4
7
2
5
0
4
2
3
8
7
4
3
6
6
6
0
3
13
7
0
0
13
0
2
13
14
0
0
0
6
0
0
0
0
0
1
5
0
0
2
1
1
0
1
2
0
2
0
3
0
Segment
Grade
Overall Struct.
Rating
5
3
4
3
3
3
3
3
5
5
2
2
4
5
5
2
4
4
4
0
3
4
3
2
4
5
0
4
2
3
0
0
0
0
0
5
4
3
0
0
0
0
0
2
0
3
0
2
3
0
35
32
57
62
6
13
11
6
363
284
4
6
225
290
502
6
78
42
357
0
3
144
666
22
179
65
0
256
2
42
0
0
0
0
0
48
120
5
0
0
0
0
0
2
0
5
0
4
18
0
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
18,662
16,121
12,159
14,770
8,000
17,192
16,457
17,136
12,026
15,575
15,141
15,736
12,621
13,664
14,926
9,019
9,295
27,965
19,423
11,000
29,310
55,830
21,600
22,551
29,250
39,838
5,263
12,937
17,500
14,329
8,000
111,265
9,000
19,950
8,379
-
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
600
1,050
300
750
600
300
450
1,200
1,050
600
450
900
900
900
450
1,950
1,050
1,950
300
1,950
2,100
900
150
750
150
450
-
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
7,500
7,500
-
Total Rehab. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
26,762
17,171
12,459
15,520
8,000
17,792
16,757
17,586
13,226
16,625
15,741
16,186
13,521
14,564
15,826
9,019
9,745
29,915
20,473
11,000
31,260
55,830
21,900
24,501
31,350
39,838
5,263
13,837
25,150
15,079
8,000
111,415
9,000
19,950
8,829
-
Page 13 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
8N-CS1
8N-CS10
8N-CS11
8N-CS12
8N-CS13
8N-CS14
8N-CS15
8N-CS16
8N-CS19
8N-CS20
8N-CS21
8N-CS22
8N-CS23
8N-CS27
8N-CS28
8N-CS29
8N-CS3
8N-CS31
8N-CS32
8N-CS33
8N-CS35
8N-CS37
8N-CS38
8N-CS39
8N-CS4
8N-CS41
8N-CS42
8N-CS43
8N-CS44
8N-CS47
8N-CS48
8N-CS49
8N-CS5
8N-CS50
8N-CS51
8N-CS52
8N-CS53
8N-CS54
8N-CS55
8N-CS58
8N-CS6
8N-CS60
8N-CS61
8N-CS62
8N-CS64
8N-CS7
8N-CS8
8N-CS9
8S-CS1
8S-CS10
Dnstm MH
8N-CS3
8N-CS11
8N-CS12
8N-CS15
8N-CS14
8N-CS58
8N-CS16
8N-CS18
8N-CS23
8N-CS22
08N-BT01
8N-CS23
8N-CS56
8N-CS23
8N-CS25
8N-CS64
8N-CS5
8N-CS60
8N-CS31
8N-CS26
8N-CS38
8N-CS28
9N-CS3
8N-CS38
8N-CS19
8N-CS32
8N-CS36
8N-CS39
8N-CS41
8N-CS42
8N-CS43
8N-CS47
8N-CS8
8N-CS48
8N-CS44
8N-CS50
8N-CS51
8N-CS61
8N-CS52
8N-CS62
8N-CS21
8N-CS35
8N-CS49
8N-CS67
8N-CS59
8N-CS25
8N-CS10
8N-CS13
8S-CS2
8S-CS117
Inspection
No.
20133
20128
20171
20172
20167
20168
20173
19559
20139
20135
20103
20137
20161
20154
20164
20360
20134
20145
20144
20136
20155
20163
19656
20160
20138
20143
20151
20129
20142
20150
20159
20149
20169
20158
20141
20157
20140
20147
20156
20121
20122
20146
20148
20433
20361
20165
20170
20166
19897
19910
Pipe Mtrl.
RCP
RCP
RCP
VCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
VCP
RCP
RCP
RCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
RCP
RCP
VCP
VCP
RCP
RCP
VCP
VCP
Appendix 3
Recommended Rehabilitation Work - Sorted by Manhole Identification Number
Pipe Dia.
66
66
66
66
36
36
66
66
10
12
21
60
60
15
15
15
66
30
15
15
36
15
42
15
8
15
15
15
15
15
15
15
66
15
12
15
12
12
12
36
21
30
12
60
15
8
66
36
18
24
Televised
Length
Laterals
396
4
25
146
35
88
176
127
332
167
7
364
285
278
423
268
390
178
28
220
333
389
393
13
311
276
320
313
352
279
244
104
39
79
246
297
336
294
295
121
398
200
236
211
24
434
64
46
8
274
0
0
0
0
0
0
0
0
11
0
0
0
1
9
11
2
0
0
0
9
0
14
0
0
11
8
6
1
9
6
1
0
0
0
6
8
10
6
9
0
0
0
8
5
0
11
0
0
0
8
Segment
Grade
Overall Struct.
Rating
0
0
0
0
0
0
0
3
0
3
0
0
0
3
3
3
0
3
0
4
3
3
0
3
3
3
4
4
0
3
0
3
0
1
3
5
3
0
2
0
0
0
2
0
5
1
0
0
0
0
0
0
0
0
0
0
0
49
0
77
0
0
0
512
776
479
0
306
0
418
594
699
0
4
3
3
36
35
0
3
0
3
0
1
8
79
7
0
2
0
0
0
2
0
48
1
0
0
0
0
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
76,080
11,718
23,639
35,964
22,763
31,063
18,675
83,125
33,099
9,000
14,013
23,418
27,200
26,580
23,732
8,866
17,241
25,279
23,548
20,671
16,499
9,000
-
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
1,350
1,650
300
1,350
2,100
1,650
1,200
900
150
900
900
1,200
1,500
1,350
1,200
-
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
76,080
11,718
24,989
37,614
23,063
31,063
20,025
83,125
35,199
9,000
15,663
24,618
28,100
26,730
24,632
8,866
18,141
26,479
25,048
22,021
17,699
9,000
-
Page 14 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
8S-CS106
8S-CS108
8S-CS109
8S-CS11
8S-CS110
8S-CS111
8S-CS112
8S-CS113
8S-CS114
8S-CS120
8S-CS121
8S-CS122
8S-CS125
8S-CS126
8S-CS13
8S-CS14
8S-CS15
8S-CS15
8S-CS16
8S-CS2
8S-CS20
8S-CS21
8S-CS22
8S-CS23
8S-CS24
8S-CS26
8S-CS27
8S-CS27
8S-CS3
8S-CS30
8S-CS34
8S-CS35
8S-CS36
8S-CS37
8S-CS38
8S-CS39
8S-CS39
8S-CS4
8S-CS40
8S-CS41
8S-CS42
8S-CS45
8S-CS46
8S-CS46
8S-CS47
8S-CS5
8S-CS51
8S-CS57
8S-CS58
8S-CS62
Dnstm MH
8S-CS109
8S-CS109
8S-CS110
8S-CS4
8S-CS111
8S-CS113
08S-BT20
19S-CS11
8S-CS108
8S-CS119
8S-CS26
8S-CS34
8S-CS15
8S-CS13
8S-CS14
8S-CS15
8S-CS16
8S-CS9
8S-CS21
8S-CS3
8S-CS125
8S-CS39
8S-CS19
8S-CS119
8S-CS26
8S-CS34
8S-CS20
8S-CS35
8S-CS4
8S-CS17
8S-CS47
8S-CS36
8S-CS37
8S-CS38
8S-CS39
8S-CS41
8S-CS40
8S-CS5
8S-CS46
8S-CS42
8S-CS45
9S-CS27
8S-CS45
8S-CS22
8S-CS58
8S-CS10
8S-CS41
8S-CS51
8S-CS65
8S-CS68
Inspection
No.
19960
19954
19961
19907
19964
19965
20130
20406
19952
19899
20131
19925
20428
19900
19912
19913
19914
20339
19916
19901
19903
19917
19941
19898
19923
19924
19902
19918
19905
19906
19926
19919
19920
19921
19922
19930
19938
19908
19939
19931
19932
19972
19933
19940
19927
19909
19936
19935
19928
19947
Pipe Mtrl.
RCP
RCP
RCP
VCP
RCP
RCP
VCP
RCP
VCP
RCP
RCP
RCP
RCP
VCP
RCP
RCP
VCP
VCP
VCP
VCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
VCP
VCP
VCP
RCP
RCP
RCP
VCP
VCP
VCP
VCP
VCP
RCP
VCP
RCP
Appendix 3
Recommended Rehabilitation Work - Sorted by Manhole Identification Number
Pipe Dia.
21
33
33
15
33
33
15
36
15
12
8
12
12
12
27
27
27
15
30
18
12
30
15
12
12
12
12
12
21
12
12
12
12
12
12
33
15
21
12
33
33
33
15
15
15
24
18
15
15
15
Televised
Length
Laterals
89
373
155
300
211
371
7
375
128
32
185
28
133
277
178
199
370
311
319
374
141
320
310
106
140
169
196
221
379
454
77
115
82
24
141
10
7
359
368
151
216
346
1
330
241
274
145
38
121
198
0
0
0
13
0
0
0
0
7
1
4
0
5
11
0
0
0
9
1
3
8
0
13
4
3
5
8
6
2
18
1
1
3
4
10
0
0
4
13
0
0
0
0
15
0
10
0
0
2
6
Segment
Grade
Overall Struct.
Rating
0
3
1
4
0
0
0
0
3
0
4
0
3
5
3
3
3
3
0
4
3
3
2
1
3
3
3
3
3
5
3
3
4
0
5
0
0
5
4
0
3
3
0
4
3
5
4
2
3
4
0
3
2
238
0
0
0
0
46
0
7
0
21
158
319
356
662
33
0
20
21
572
7
1
66
181
60
3
156
47
14
16
20
0
19
0
0
845
128
0
385
619
0
109
12
33
55
2
5
38
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
74,580
25,492
10,880
8,330
9,338
19,418
27,606
30,845
57,319
26,427
37,380
9,835
55,983
26,350
9,814
11,858
13,685
15,477
47,363
31,752
8,000
8,071
8,000
9,877
44,850
25,739
43,220
69,280
28,050
20,468
41,025
14,510
3,264
10,285
16,813
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
1,950
1,050
600
750
1,650
1,350
450
1,200
1,950
450
750
1,200
900
300
2,700
150
150
450
1,500
600
1,950
2,250
1,500
300
900
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
74,580
27,442
11,930
8,930
10,088
21,068
27,606
30,845
57,319
27,777
37,830
11,035
55,983
28,300
10,264
12,608
14,885
16,377
47,663
34,452
8,150
8,221
8,450
11,377
45,450
27,689
43,220
69,280
30,300
20,468
42,525
14,510
3,264
10,585
17,713
Page 15 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
8S-CS63
8S-CS64
8S-CS64
8S-CS65
8S-CS68
8S-CS69
8S-CS70
8S-CS71
8S-CS73
8S-CS74
8S-CS75
8S-CS76
8S-CS77
8S-CS78
8S-CS79
8S-CS80
8S-CS81
8S-CS82
8S-CS83
8S-CS85
8S-CS89
8S-CS9
8S-CS90
8S-CS91
8S-CS92
8S-CS94
8S-CS96
9N-CS1
9N-CS3
9N-CS4
9S-CS1
9S-CS13
9S-CS14
9S-CS15
9S-CS17
9S-CS17
9S-CS18
9S-CS18
9S-CS19
9S-CS20
9S-CS23
9S-CS24
9S-CS25
9S-CS26
9S-CS28
9S-CS28
9S-CS3
9S-CS31
9S-CS33
9S-CS34
Dnstm MH
8S-CS62
8S-CS69
8S-CS62
8S-CS57
8S-CS74
8S-CS75
8S-CS71
8S-CS73
8S-CS76
8S-CS78
8S-CS79
8S-CS77
9S-CS24
8S-CS84
8S-CS85
8S-CS89
8S-CS82
8S-CS94
9S-CS83
8S-CS99
8S-CS110
8S-CS3
8S-CS91
8S-CS92
8S-CS93
8S-CS112
8S-CS114
9N-CS6
9N-CS4
MWRD-001MH
9S-CS4
9S-CS26
9S-CS13
9S-CS37
9S-CS15
9S-CS19
9S-CS16
9S-CS20
9S-CS22
9S-CS23
9S-CS22
9S-CS25
9S-CS38
9S-CS12
9S-CS27
9S-CS25
9S-CS6
9S-CS25
9S-CS19
19S-CS12
Inspection
No.
19946
19955
20132
19929
19948
19956
20230
19942
20380
19949
19957
19945
19943
19950
19958
19962
19966
19967
19565
19959
19963
19904
19969
19970
19971
19968
19951
20430
20288
20289
20207
20218
20213
20323
20216
20295
20212
20221
20296
20293
20294
20220
20005
20217
20219
20357
20209
19974
20324
20355
Pipe Mtrl.
VCP
VCP
RCP
PVC
VCP
RCP
VCP
VCP
VCP
RCP
VCP
VCP
VCP
RCP
VCP
RCP
RCP
VCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
RCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
Appendix 3
Recommended Rehabilitation Work - Sorted by Manhole Identification Number
Pipe Dia.
12
21
15
12
15
21
12
12
12
15
21
12
15
15
21
8
18
12
8
21
15
15
8
8
8
18
15
48
42
42
18
33
30
12
12
12
12
12
12
12
27
15
83
33
33
57
12
24
8
58
Televised
Length
Laterals
202
162
236
138
151
207
8
179
230
152
106
39
241
174
177
219
174
114
229
163
349
293
156
49
217
349
153
161
299
308
282
353
362
327
315
211
314
279
128
300
494
134
215
9
6
770
286
265
33
419
4
0
0
4
10
0
0
1
1
7
0
0
3
8
0
2
4
0
1
0
0
12
2
1
3
4
8
0
0
0
15
2
0
15
11
7
11
12
0
8
6
0
0
0
0
1
15
8
0
3
Segment
Grade
Overall Struct.
Rating
5
0
2
0
4
3
0
2
0
4
0
5
4
4
0
2
4
2
2
0
2
4
2
0
0
3
4
0
0
0
4
5
5
3
3
5
4
4
2
5
5
3
0
2
0
0
5
5
0
0
199
0
2
0
82
369
0
3
0
39
0
5
8
390
0
2
10
2
2
0
2
327
6
0
0
627
127
0
0
0
53
621
1,544
24
23
34
8
56
4
100
317
5
0
2
0
0
424
526
0
0
Recommendations & Estimate Of Probable Cost
CIPP Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
14,126
20,060
12,861
25,925
12,544
12,920
8,000
20,485
14,807
9,869
17,360
7,980
10,301
29,665
24,922
6,998
34,900
13,039
28,220
70,680
63,263
22,862
22,036
14,791
21,959
19,544
8,960
21,000
76,555
11,390
1,740
20,034
39,765
-
Reinst. Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
600
1,500
150
1,050
450
1,200
300
600
150
1,800
300
600
1,200
2,250
300
2,250
1,650
1,050
1,650
1,800
1,200
900
2,250
1,200
-
Spot Repair
Cost
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Total Rehab. Cost
-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
14,726
20,060
14,361
25,925
12,694
13,970
8,000
20,935
16,007
10,169
17,960
7,980
10,451
29,665
26,722
7,298
35,500
14,239
30,470
70,980
63,263
25,112
23,686
15,841
23,609
21,344
8,960
22,200
77,455
11,390
1,740
22,284
40,965
-
Page 16 of 17
Village of Mount Prospect, Illinois
2015 Combined Sewer Televising Condition Assessment
Upstm MH
9S-CS35
9S-CS37
9S-CS38
9S-CS4
9S-CS5
9S-CS6
9S-CS8
9S-CS83
9S-CS9
MWRD-001MH
Dnstm MH
9S-CS37
9S-CS28
9S-CS34
9S-CS7
9S-CS8
9S-CS9
9S-CS10
9S-CS38
9S-CS11
9N-CS1
Inspection
No.
20297
19973
20342
20208
20214
20210
20215
19566
20211
20290
Pipe Mtrl.
RCP
RCP
VCP
VCP
VCP
VCP
VCP
VCP
RCP
Appendix 3
Recommended Rehabilitation Work - Sorted by Manhole Identification Number
Pipe Dia.
36
36
83
18
12
12
15
15
15
42
Televised
Length
Laterals
363
364
116
347
298
297
344
61
294
204
0
0
1
15
11
13
13
0
9
0
Segment
Grade
Overall Struct.
Rating
4
0
0
5
4
4
4
0
4
0
1,155
0
0
172
407
387
781
0
794
0
Total Cost
Recommendations & Estimate Of Probable Cost
CIPP Cost
Spot Repair
Cost
Reinst. Cost
Total Rehab. Cost
$
$
$
$
$
$
$
$
$
$
90,850
34,660
20,839
20,797
29,215
24,999
-
$
$
$
$
$
$
$
$
$
$
2,250
1,650
1,950
1,950
1,350
-
$
$
$
$
$
$
$
$
$
$
-
$
$
$
$
$
$
$
$
$
$
90,850
36,910
22,489
22,747
31,165
26,349
-
$
15,697,949
$
372,150
$
35,000
$
16,105,099
Category 5
$
2,652,465
$
85,800
$
35,000
$
2,773,265
Category 4
$
3,645,787
$
161,400
$
-
$
3,807,187
Category 3
$
6,194,653
$
90,000
$
-
$
6,284,653
Category 2
$
3,205,045
$
34,950
$
-
$
3,239,995
Page 17 of 17
Village of Mount Prospect, Illinois
2015Village
Combined Sewer
Televising
Condition Assessment
of Mount
Prospect
2015 Study
Area Mains
Unlined Combined
Sewer
Exhibit A
July 2014
Legend
Unlined Combined Sewer Mains
Corporate Limit
E:\2014Intern\Sewer\Unlined Sewer Mains.mxd

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