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