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9.2 Motion to accept the lowest cost, responsive bid for the 2023 Cured-In-Place-Pipe (CIPP) Sewer Lining Project in an amount not to exceed $1,700,000.
Mr�GauC �'d'+rt;�iect Subject Motion to accept the lowest cost, responsive bid for the 2023 Cured -In -Place -Pipe Project in an amount not to exceed $1,700,000. Meeting Fiscal Impact Dollar Amount Budget Source Category Type Information March 7, 2023 - REGULAR MEETING OF THE MOUNT PROSPECT VILLAGE BOARD - true $1,700,000 Water and Sewer Enterprise Fund Action Item In the current budget, staff requested funds for continuing combined and separate sanitary sewer system repairs. These combined and separate sewer repairs were identified during the Combined Sewer System Evaluation Study (CSSES) completed in 2015 and in house staff efforts using CCTV. A copy of the report is attached. Much of this work entails rehabilitating existing sewer main segments by inserting a cured - in -place (CIPP) liner inside a host pipe segment. This method is more cost effective than open -cut excavation and far less disruptive. The Village has successfully utilized this process since the late 1970s. GRADE DESCRIPTION Grade 5 Sewer segment in severe structural condition with sections of deformed or collapsed pipe. Grade 4 Sewer segment in very poor structural condition with sections of shattered and broken pipe Grade 3 Sewer in poor structural condition, with many sections of cracked or fractured pipe. Grade 2 Sewer in good condition with only minor defects Grade 1 Sewer in very good condition 1 The scope of work in this year's project includes 52 pipe segments totaling 14,644 lineal feet of combined and separate sanitary sewer rated as category 3 and category 2. The category 4 pipe segments were all rehabilitated at the end of 2021's lining project. The category 5 pipe segments were all completed in 2018. The pipe diameter for this year's project ranges in size from 8" to 42". In total, the 2023 project includes 4,391 lineal feet of combined sewer main rated as category 3 and 6,591 lineal feet of category 2 combined sewer main. After the completion of the 2023 project, only 8% of category 3 sewers remain to be rehabilitated and all pipe segments are sized 42" or greater. The 2023 project also includes an additional 3,662 lineal feet of separate sanitary sewer to be lined. These pipes were all rated as a category 4 and 3 following the condition assessment by Public Works Staff following closed-circuit television camera inspection. These pipes are all 8" in diameter. The CIDP contract being considered this year is a one (1) year contract with the option of a one (1) year extension, which results in more favorable pricing. Historically the Village has participated in this bid through the Municipal Partnering Initiative (MPI). MPI is a collective of Cook County, Lake County and DuPage County Municipalities that have leveraged bulk purchasing and workload sharing to reduce the cost of many municipal services including sewer lining. However, since 2016 the Villages project in the contract comprised between 25% - 45% of the total bid thus being the driving force of the pricing. This year, the MPI bid consists of ten (10) municipalities when in years past only included six (6) municipalities. Staff consulted with Baxter & Woodman about separating from the MPI in hopes to receive better pricing as a single bid. Baxter & Woodman agreed that separating from the MPI bid would benefit the Villages pricing due to the unknowns of the other municipalities projects. These unknowns include sewers located in backyard, lift station force mains, bypassing pumping and required traffic control. A Notice to Bidders was posted on Demanstar website by Onvia. Sealed bids were received on February 20, 2023. 2 Six (6) contractors submitted bids for this project. The bids ranged from a low of $1,388,784.50 by Hoerr Construction, Inc. to a high of $2,241,266.00 Submitted by Inliner Solutions. Staff estimate for this project was $1,700,000. All bidders submitted a bid bond in the amount of 10% of the total bid as required in the bid proposal packet. All bids were checked for their accuracy. All bidders correctly signed their bids, bid bonds and acknowledged the three addendums. Copies of the addendums are attached. Bidder Bid Total Hoerr Construction, $1,388,784.50 Goodfield Illinois Benchmark Construction, $1,538,044.00 Inc. Bartlett, Illinois Insituform Technologies, $1,613,252.40 Chesterfield, MO Visu-sewer of Illinois, $1,674,268.40 Bridgeview, Illinois National Power Rodding, $1,812,728.99 Chicago, Illinois Inliner Solutions, Bedford $2,241,266.00 Park, Illinois Engineer's estimate: $1,600,000 Hoerr Construction has successfully completed several Village CIDP Projects in the past. Hoerr performed exceptionally well. In addition, Hoerr Construction has completed several million feet of CIPP liner since the company's founding in 1994. All reference checks indicate the firm has consistently performed work of this scale and scope. Hoerr's bid submittal is attached. Based on the bid review; Hoerr Construction is a responsible bidder and meets all of the bid qualifications and requirements. Comparing the current 2023 prices against the lineal foot costs from the Villages last CIPP project award in 2022, this year's project represents an average decrease of 10%. Typically, a 5% increase is expected over a 1 -year term. Since petroleum products are utilized to create the lining resin, the decrease in prices is primarily attributed to the lower fuel costs in 2023. KI The 2023 budget for sewer lining is $1,700,000. The bid is based on estimated quantities and does allow for an increase or decrease in the estimated quantities. Staff has contacted Hoerr Construction to request awarding them the budgeted amount. Hoerr Construction has indicated that they approve of the increased quantities. Alternatives 1. Accept lowest cost, responsive bid for 2023 cured -in-place sewer lining project in an amount not to exceed $1,700,000. 2. Action at discretion of Village Board. Staff recommends accepting the results for the 2023 Cured -In -Place -Pipe sewer lining project and award a one (1) year contract with the option of extending one (1) additional year to Hoerr Construction of Goodfield, Illinois in an amount not to exceed $1,700,000 in 2023. Expenditures in 2023 will be at the contract rates. Expenditures in the second year, if awarded, will be limited funds appropriated for this purpose in 2024 budget. ATTACHMENTS: 2015 Combined Sewer Study.pdf Hoerr_ Construction. pdf ADDENDUM 1—Sanitary and Combined Sewer Lining.pdf Overview Map.pdf CIPP MAINS TO DATE 2023.pdf 4 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Prepared by. � pUft) B A X T E 0 0 D M A N www.baxterwoodman.com Final Report August 2015 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment TABLE OF CONTENTS Section Page No. EXECUTIVE SUMMARY..................................................................................................................................................7 INTRODUCTION................................................................................................................................................8 1.1 General..................................................................................................................................................8 2. PREVIOUS EVALUATION (2002)................................................................................................................9 2.1 Background.........................................................................................................................................9 2.2 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 3. 2015 EVALUATION.......................................................................................................................................15 3.1 General...............................................................................................................................................15 3.2 Hansen Rating System.................................................................................................................15 3.3 Recommended Repairs................................................................................................................16 4. REHABILITATION SCHEDULE..................................................................................................................17 S. COMPARISON BETWEEN 2002 AND 2015 EVALUATIONS.........................................................18 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment • 140164.61 BAXT�R OaN N 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 BAXTE0DNAN 7 LIST OF APPENDICES Appendix 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 BAXTE0DNAN 0 ABBREVIATIONS CCTV - closed circuit televising CIP - Capital Improvement Plan CIPP - cured -in-place pipe ESRI - Environmental Systems Research Institute, Inc. GIS - Geographic Information System GPS - Global Positioning System ID - identification MH - manhole MWRDGC - Metropolitan Water Reclamation District of Greater Chicago NASSCO - National Association of Sewer Service Companies PACP - Pipeline Assessment Certification Program PVC - polyvinyl chloride RCP - reinforced concrete pipe VCP - vitrified clay pipe MH - Manhole Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment • 140164.61 BAXTE0DHAN 0 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 BAXTE0DHAN 10 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 cured - in -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 2015-2017 2018-2019 2020-2030 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment • 140164.61 $ 3,337,000 $ 4,562,000 $ 7.561.000 $15,460,000 BAXTERi,°' O0DNAN 11 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 BAXTEk",, 0 0 D H A N 12 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 BAXTEk",, 00DNAN 3 "5" on section 'TS" 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 -CSS"). 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 BAXTEkl 0 0 D N A N 14 2.2.4 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 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 BAXTEk",, 00DNAN 5 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 S. 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 BAXTEk",, 00DNAN 16 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 $ 2,480,000 $ 2,548,000 $ 5,240,000 $ 4,158,000 $ 0 $14,426,000 2.2.8 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 BAXTEk'11 0 0 D N A N 17 TABLE 4 Sewer Rehabilitation Annual Costs 2006 $1,000,378 $ 123,814 $1,124,192 2007 $ 865,965 $ 206,132 $1,072,097 2008 $ 904,183 $ 185,484 $1,089,667 2009 $ 812,175 $ 90,574 $ 902,749 2010 $ 836,543 $ 160,247 $ 996,790 2011 $ 504,157 $ 246,825 $ 750,982 2012 $ 585,820 $ 263,494 $ 849,314 2013 $ 404,863 $ 241,195 $ 646,058 Total $5,914,084 $1,517,765 $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 Rehabilitation Complete 5 100% 4 100% 3 31% 2 8% 1 1% Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment • 140164.61 BAXTER, IYOODNAN 18 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- S. 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 S. 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 BAXTEkl 00DNAN 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 Cost Construction Cost Grade 5 $ 2,780,000 Grade 4 $ 3,800,000 Grade 3 $ 6,300,000 Subtotal $12,880,000 Contingency (10%) $ 1,290,000 Design and Construction Engineering (10%) $ 1,290,000 Total Proiect Cost $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 BAXTEk'11 00DNAN 20 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 BAXTEk",, 0 0 D N A N 21 S. 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 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 31x/0 of the Grade 3 sewers. Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment • 140164.61 BAXTEk'11 0 0 D N A N 22 Figure 2 illustrates the percentage of sewers from the 2015 evaluation grouped by defect grade. FIGURE 2 Structural Pipe Grade Totals - 2015 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 S. Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment • 140164.61 BAXTEk'11 00DNAN 23 Figure 3 shows the percentages of previous Grade 1 sewers that are now Grades 1, 2, 3, 4 or S. FIGURE 3 2002 Pipe Segment Grade 1 45% 41% 40% G.7 N O 35% 33% O N y 30% O a, 25% O 20% LOv o 15% 14% N w O 10% 6% 6% C w 5% ��IIIIIIIIIIIIIIIIIIIII �� ■ 0% JJJJ///ir,��% U1UlUJUVU1111JlIU��1y1� X1111111\\111\\01\\111\\01\\01 Grade 1: Grade 2: Grade 3: Grade 4: Grade 5 2015 Pipe Segment Grade Rating Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment • 140164.61 BAXTEI�RIOQbIAN 24 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 Figure 5 shows the percentage of previous Grade 3 sewers that now Grades 3, 4 or S. FIGURE 5 2002 Pipe Segment Grade 3 50% 47% 45% 43% y a? cn 40% 35% Ln N 30% I N N 25% w � 20% bA y +� 0 15% 10% o. 15% 0% Grade 3: Grade 4: Grade 5: 2015 Pipe Segment Grade Rating Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment 0 140164.61 BAXTEk",, 00DNAN 25 50% 45% 45% � N 40% 35% s. v 29% Ln N 30% 0 0 N N 25% w � a� h 20% 18% � fC •° 15% y a 10% 7% a. 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 S. FIGURE 5 2002 Pipe Segment Grade 3 50% 47% 45% 43% y a? cn 40% 35% Ln N 30% I N N 25% w � 20% bA y +� 0 15% 10% o. 15% 0% Grade 3: Grade 4: Grade 5: 2015 Pipe Segment Grade Rating Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment 0 140164.61 BAXTEk",, 00DNAN 25 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 1 Structural Codes Structural Defect Code Description Grade Factor B BROKEN (5-15) B1 PIPE BROKEN - DEFECT NOTED AT ONE CLOCK POSITION (5-15) 3.00 B2 PIPE BROKEN - DEFECT EXPANDS OVER TWO CLOCK POSITIONS (5-15) 4.00 B3 PIPE BROKEN - DEFECT EXPANDS OVER THREE CLOCK POSITIONS (5-15) 5.00 BSV BROKEN -SOIL VISIBLE BEYOND DEFECT (5-15) 5.00 BSV-C BROKEN - SOIL VISIBLE BEYOND DEFECT CONTINUOUS (5-15) 5.00 BVV BROKEN -VOID VISIBLE BEYOND DEFECT (5-15) 5.00 BVV-C BROKEN -VOID VISIBLE BEYOND DEFECT CONTINOUS (5-15) 5.00 BRICKWORK BRICKWORK (5-77) DB BRICKWORK - DISPLACED (5-75) 3.00 DI BRICKWORK - DROPPED INVERT (5-75) 5.00 MB BRICKWORK - MISSING (5-75) 4.00 MM -L MISSING MORTAR - LARGER (5-75) 3.00 MM -M MISSING MORTAR - MEDIUM (5-75) 3.00 MM -S MISSING MORTAR - SMALL (5-75) 2.00 C CRACK (5-1) CC CIRCUMFERENTIAL CRACK (5-2) 1.00 CH2 HINGE CRACK -TWO CRACKS (5-2) 4.00 CH2-C CONTINUOUS HINGE CRACK - TWO CRACKS (5-2) 4.00 CH3 HINGE CRACK - THREE CRACKS (5-2) 5.00 CH3-C CONTINUOUS HINGE CRACK - THREE CRACKS(5-2) 5.00 CH4 HINGE CRACK - FOUR CRACKS OR GREATER (5-2) 5.00 CH4-C CONTINUOUS HINGE CRACK - FOUR CRACKS OR GREATER (5-2) 5.00 CL LONGITUDINAL CRACK (5-2) 2.00 CL -C CONTINUOUS LONGITUDINAL CRACK- (5-2) 2.00 CM MULTIPLE CRACK (5-2) 3.00 CM -C CONTINUOUS MULTIPLE CRACK - (5-2) 3.00 CS SPIRAL CRACK (5-2) 2.00 CS -C CONTINUOUS SPIRAL CRACK - (5-2) 2.00 D DEFORMED (5-19) D1 PIPE DEFORMED -LESS THAN 10% 4.00 D1 -C CONTINUOUS PIPE DEFORMED - LESS THAN 10% 4.00 D2 PIPE DEFORMED -GREATER THAN 10% 5.00 D2 -C CONTINUOUS PIPE DEFORMED - GREATER THAN 10% 5.00 DH DEFORMED HORIZONTALLY (BRICK) (5-19) 5.00 Page 1 of 6 26 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 1 Structural Codes Structural Defect Code Description Grade Factor D DEFORMED (5-19) DH -C CONTINUOUS DEFORMED HORIZONTALLY - (BRICK)(5-19) 5.00 DV DEFORMED VERTICALLY (BRICK) (5-19) 5.00 DV -C CONTINUOUS DEFORMED VERTICALLY - (BRICK)(5-19) 5.00 F FRACTURE (5-7) 5.00 FC CIRCUMFERENTIAL FRACTURE (5-7) 2.00 FH2 HINGE FRACTURE - TWO FRACTURES (5-7) 4.00 FH2-C CONTINUOUS HINGE FRACTURE - TWO FRACTURES (5-7) 4.00 FH3 HINGE FRACTURE - THREE FRACTURES (5-7) 5.00 FH3-C CONTINUOUS HINGE FRACTURE - THREE FRACTURES (5-7) 5.00 FH4 HINGE FRACTURE - FOUR FRACTURES OR GREATER (5-7) 5.00 FH4-C CONTINUOUS HINGE FRACTURE - FOUR FRACTURES OR GREATER (5-7) 5.00 FL LONGITUDINAL FRACTURE (5-7) 3.00 FL -C CONTINUOUS LONGITUNDINAL FRACTURE (5-7) 3.00 FM MULTIPLE FRACTURE (5-7) 4.00 FM -C CONTINUOUS MULTIPLE FRACTURE (5-7) 4.00 FS SPIRAL FRACTURE (5-7) 3.00 FS -C CONTINUOUS SPIRAL FRACTURE (5-7) 3.00 H HOLE (5-17) H1 HOLE IN PIPE - NOTED AT ONE CLOCK POSITION 3.00 H2 HOLE IN PIPE - DEFECT EXPANDS OVER TWO CLOCK POSITIONS (5-17) 4.00 H3 HOLE IN PIPE - DEFECT EXPANDS OVER THREE CLOCK POSITIONS (5-17) 5.00 HSV HOLE -SOIL VISIBLE BEYOND DEFECT (5-17) 5.00 HSV -C CONTINUOUS HOLE IN PIPE- SOIL VISIBLE BEYOND DEFECT 5.00 HVV HOLE -VOID VISIBLE BEYOND DEFECT (5-17) 5.00 HVV-C CONTINUOUS HOLE IN PIPE - VOID VISIBLE BEYOND DEFECT 5.00 J JOINT (5-26) JAL JOINT ANGULAR - LARGE (5-26) 2.00 JAL -C CONTINUOUS JOINT ANGULAR - LARGE 2.00 JAM JOINT ANGULAR - MEDIUM (5-26) 1.00 JAM -C CONTINUOUS JOINT ANGULAR - MEDIUM 1.00 JOL JOINT OFFSET (DISPLACED) - LARGE (5-26) 2.00 JOL-C CONTINUOUS JOINT OFFSET (DISPLACED) - LARGE 2.00 JOM JOINT OFFSET (DISPLACED) - MEDIUM (5-26) 1.00 JOM-C CONTINUOUS JOINT OFFSET (DISPLACED) - MEDIUM 1.00 Page 2 of 6 27 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 1 Structural Codes Structural Defect Code Description Grade Factor J JOINT (5-26) JSL JOINT SEPARATED (OPEN) - LARGE (5-26) 2.00 JSL-C CONTINUOUS JOINT SEPARATED (OPEN) - LARGE 2.00 JSM JOINT SEPARATED (OPEN) - MEDIUM (5-26) 1.00 ism -C CONTINUOUS JOINT SEPARATED (OPEN) - MEDIUM 1.00 K BUCKLING (5-45) KD DIMPLING BUCKLING (5-45) 0.00 KD -C DIMPLING BUCKLING CONTINUOUS 0.00 KI INVERSE CURVATURE (5-45) 0.00 KI -C INVERSE CURVATURE CONTINUOUS 0.00 KW WALL BUCKLING (5-45) 0.00 KW -C WALL BUCKLING - CONTINUOUS 0.00 LF LINING FAILURE (549) LFAC ABANDONED CONNECTION (5-49) 0.00 LFAS ANNULAR SPACE (5-49) 3.00 LFB BLISTERED LINING (5-49) 3.00 LFB-C CONTINUOUS BLISTERED LINING 3.00 LFBK BUCKLED LINING (5-49) 3.00 LFBK-C CONTINUOUS BUCKLED LININING 3.00 LFBU BULGES (5-50) 3.00 LFBU-C CONTINUOUS BULGES 3.00 LFCS SERVICE CUT SHIFTED (5-49) 3.00 LFD DETACHED LINING (5-49) 3.00 LFDC DISCOLORATION (5-50) 3.00 LFD-C CONTINUOUS DETACHED LINING 3.00 LFDC-C CONTINUOUS DISCOLORATION 3.00 LFDE DEFECTIVE END (5-49) 3.00 LFDL DELAMINATION (5-50) 3.00 LFDL-C CONTINUOUS DELAMINATION 3.00 LFOC OVERCUT SERVICE (5-49) 3.00 LFPH PINHOLES (5-50) 3.00 LFPH-C CONTINUOUS PINHOLES 3.00 LFRS RESIN SLUG (5-50) 3.00 LFUC UNDERCUT SERVICE (5-49) 3.00 LFW WRINKLED LINING (5-49) 3.00 LFW-C CONTINUOUS WRINKLED LINING 3.00 Page 3 of 6 28 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 1 Structural Codes Structural Defect Code Description Grade Factor LF LFZ LINING FAILURE (549) LINING FAILURE OTHER RP POINT REPAIR (5-71) RPL LOCALIZED PIPELINER (5-69) RPL -D LOCALIZED PIPELINER - DEFECTIVE (5-69) RPP PATCH REPAIR (5-69) RPP -D PATCH REPAIR - DEFECTIVE (5-69) RPR PIPE REPLACED (5-69) RPR -D PIPE REPLACED - DEFECTIVE (5-69) RPZ POINT REPAIR - OTHER (5-69) RPZ-D POINT REPAIR OTHER - DEFECTIVE (5-69) S SURFACE DAMAGE (5-31) SAM -C AGGREGATE MISSING - CHEMICAL (5-31) SAM -CC CONTINUOUS AGGREGATE MISSING - CHEMICAL SAM -M AGGREGATE MISSING - MECHANICAL (5-31) SAM -MC CONTINUOUS AGGREGATE MISSING - MECHANICAL SAM -Z AGGREGATE MISSING - CAUSE NOT EVIDENT (5-31) SAM-ZC CONTINUOUS AGGREGATE MISSING - CAUSE NOT EVIDENT SAP -C AGGREGATE PROJECTING - CHEMICAL (5-31) SAP -CC CONTINUOUS AGGREGATE PROJECTING - CHEMICAL SAP -M AGGREGATE PROJECTING - MECHANICAL (5-31) SAP -MC CONTINUOUS AGGREGATE PROJECTING - MECHANICAL SAP -Z AGGREGATE PROJECTING - CAUSE NOT EVIDENT (5-31) SAP-ZC CONTINUOUS AGGREGATE PROJECTING - CAUSE NOT EVIDENT SAV -C AGGREGATE VISIBLE - CHEMICAL (5-31) SAV -CC CONTINUOUS AGGREGATE VISIBLE- CHEMICAL SAV -M AGGREGATE VISIBLE - MECHANICAL (5-31) SAV -MC CONTINUOUS AGGREGATE VISIBLE - MECHANICAL SAV -Z AGGREGATE VISIBLE - CAUSE NOT EVIDENT (5-31) SAV-ZC CONTINOUS AGGREGATE VISIBLE - CAUSE NOT EVIDENT SCP CORROSION METAL PIPE (5-32) SMW-C MISSING WALL CHEMICAL ATTACK (5-32) SMW-CC CONTINUOUS MISSING WALL - CHEMICAL SMW-M MISSING WALL - MECHANICAL (5-32) SMW-MC CONTINUOUS MISSING WALL - MECHANICAL SMW-Z MISSING WALL - CAUSE NOT EVIDENT (5-32) 1 11 0.00 4.00 0.00 4.00 0.00 4.00 0.00 0.00 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 29 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 1 Structural Codes Structural Defect Code Description Grade Factor S SURFACE DAMAGE (5-31) SMW-ZC CONTINUOUS MISSING WALL - CAUSE NOT EVIDENT 5.00 SRC -C REINFORCEMENT CORRODED - CHEMICAL (5-31) 5.00 SRC -CC CONTINUOUS REINFORCEMENT CORRODED - CHEMICAL 5.00 SRC -M REINFORCEMENT CORRODED - MECHANICAL (5-31) 5.00 SRC -MC CONTINUOUS REINFORCEMENT CORRODED - MECHANICAL 5.00 SRC -Z REINFORCEMENT CORRODED - CAUSE NOT EVIDENT (5-31) 5.00 SRC-ZC CONTINUOUS REINFORCEMENT CORRODED - CAUSE NOT EVIDENT 5.00 SRI -C ROUGHNESS INCREASED - CHEMICAL (5-31) 1.00 SRI -CC CONTINUOUS ROUGHNESS INCREASED - CHEMICAL 1.00 SRI -M ROUGHNESS INCREASED - MECHANICAL (5-31) 1.00 SRI -MC CONTINUOUS ROUGHNESS INCREASED - MECHANICAL 1.00 SRI -Z ROUGHNESS INCREASED - CAUSE NOT EVIDENT (5-31) 1.00 SRI-ZC CONTINUOUS ROUGHNESS INCREASED - CAUSE NOT EVIDENT 1.00 SRP -C REINFORCEMENT PROJECTING - CHEMICAL (5-31) 3.00 SRP -CC CONTINUOUS REINFORCEMENT PROJECTING - CHEMICAL 3.00 SRP -M REINFORCEMENT PROJECTING - MECHANICAL (5-31) 3.00 SRP -MC CONTINUOUS REINFORCEMENT PROJECTING - MECHANICAL 3.00 SRP -Z REINFORCEMENT PROJECTING -CAUSE NOT EVIDENT (5-31) 3.00 SRP-ZC CONTINUOUS REINFORCEMENT PROJECTING - CAUSE NOT EVIDENT 3.00 SRV -C REINFORCEMENT VISIBLE - CHEMICAL (5-31) 5.00 SRV -CC CONTINUOUS REINFORECEMENT VISIBLE - CHEMICAL 5.00 SRV -M REINFORCEMENT VISIBLE - MECHANICAL (5-31) 5.00 SRV -MC CONTINUOUS REINFORCEMENT VISIBLE - MECHANICAL 5.00 SRV -Z REINFORCEMENT VISIBLE - CAUSE NOT EVIDENT (5-31) 5.00 SRV-ZC CONTINUOUS REINFORCEMENT VISIBLE - CAUSE NOT EVIDENT 5.00 SSS -C SURFACE SPALLING - CHEMICAL ATTACK (5-32) 2.00 SSS -CC CONTINUOUS SURFACE SPALLING - CHEMICAL 2.00 SSS -M SURFACE SPALLING - MECHANICAL (5-32) 2.00 SSS -MC CONTINUOUS SURFACE SPALLING - MECHANICAL 2.00 SSS -Z SURFACE SPALLING - CAUSE NOT EVIDENT (5-32) 2.00 SSS-ZC CONTINUOUS SURFACE SPALLING - CAUSE NOT EVIDENT 2.00 SZ -C SURFACE DAMAGE OTHER - CHEMICAL ATTACK (5-32) 0.00 SZ -CC CONTINUOUS SURFACE DAMAGE OTHER - CHEMICAL 0.00 SZ -M SURFACE DAMAGE OTHER - MECHANICAL (5-32) 0.00 SZ -MC CONTINUOUS SURFACE DAMAGE OTHER - MECHANICAL 0.00 SZ -Z SURFACE DAMAGE OTHER - CAUSE NOT EVIDENT (5-32) 0.00 SZ-ZC SURFACE DAMAGE OTHER - CAUSE NOT EVIDENT CONTINUOUS 0.00 Page 5 of 6 30 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 1 Structural Codes Structural Defect Code Description Grade Factor WF WELD FAILURE (5-67) WFC WELD FAILURE - CIRCUMFERENTIAL (5-67) 2.00 WFL WELD FAILURE - LONGITUDINAL (5-67) 2.00 WFM WELD FAILURE - MULTIPLE (5-67) 3.00 WFS WELD FAILURE - SPIRAL (5-67) 2.00 WFZ WELD FAILURE - UNIDENTIFIED (5-67) 0.00 X_ COLLAPSE (5-23) XB BRICK COLLAPSE (5-23) 5.00 XP PIPE COLLAPSE (5-23) 5.00 Page 6 of 6 31 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 2 Recommended Rehabilitation Work - Sorted by Overall Structural Grade 19S-CS13 19S-CS14 20368 33 357 0 5 1,712 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. VCP 30 362 0 5 1,544 $ No $ Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 310 1 5 1,371 $ 61,920 $ 150 $ $ 62,070 Cost 19S-CS16 19S-CS13 19S-CS14 20368 33 357 0 5 1,712 $ 71,300 $ $ $ 71,300 9S-CS14 9S-CS13 20213 VCP 30 362 0 5 1,544 $ 63,263 $ $ $ 63,263 19S-CS1 19S-CS13 20367 33 310 1 5 1,371 $ 61,920 $ 150 $ $ 62,070 19S-CS15 19S-CS16 20370 33 317 2 5 1,280 $ 63,340 $ 300 $ $ 63,640 19S-CS16 19S-CS17 20371 33 218 2 5 1,155 $ 43,660 $ 300 $ $ 43,960 25S-CS52 25S-CS50 20277 VCP 21 218 3 5 1,078 $ 27,288 $ 450 $ $ 27,738 15N-CS6 15N-CS11 20330 VCP 12 348 13 5 925 $ 24,360 $ 1,950 $ $ 26,310 15N-CS21 15N-CS29 19687 VCP 18 261 9 5 914 $ 26,120 $ 1,350 $ $ 27,470 19S-CS14 19S-CS15 20369 33 262 0 5 910 $ 52,400 $ - $ $ 52,400 8S-CS4 8S-CS5 19908 VCP 21 359 4 5 845 $ 44,850 $ 600 $ $ 45,450 10S-CS17 10S-CS20 19983 VCP 24 317 14 5 786 $ 47,565 $ 2,100 $ $ 49,665 19S-CS17 19S-CS2 20262 33 215 0 5 658 $ 42,940 $ - $ $ 42,940 25S-CS50 25S-CS6 20086 VCP 21 218 1 5 632 $ 27,188 $ 150 $ $ 27,338 9S-CS13 9S-CS26 20218 VCP 33 353 2 5 621 $ 70,680 $ 300 $ $ 70,980 24S-CS38 24S-CS1 20030 VCP 18 264 3 5 578 $ 26,350 $ 450 $ $ 26,800 14N-CS63 14N-CS68 20184 VCP 18 218 9 5 578 $ 21,810 $ 1,350 $ $ 23,160 6N-CS27 6N-CS22 19635 VCP 12 331 11 5 564 $ 23,170 $ 1,650 $ $ 24,820 9S-CS31 9S-CS25 19974 VCP 24 265 8 5 526 $ 39,765 $ 1,200 $ $ 40,965 25S-CS23 25S-CS21 20050 VCP 21 121 3 5 523 $ 15,125 $ 450 $ $ 15,575 26S-CS41 26S-CS61 20066 VCP 15 164 0 5 511 $ 13,940 $ - $ $ 13,940 7S-CS39 7S-CS61 20186 VCP 15 176 6 5 502 $ 14,926 $ 900 $ $ 15,826 5N-CS31 5N-CS34 19609 VCP 18 228 8 5 494 $ 22,780 $ 1,200 $ $ 23,980 26S-CS32 26S-CS58 20063 VCP 12 202 4 5 452 $ 14,112 $ 600 $ $ 14,712 26S-CS33 26S-CS51 19539 VCP 12 235 5 5 441 $ 16,443 $ 750 $ $ 17,193 9S-CS3 9S-CS6 20209 VCP 12 286 15 5 424 $ 20,034 $ 2,250 $ $ 22,284 6S-CS21 6S-CS26 19861 VCP 12 219 7 5 412 $ 15,337 $ 1,050 $ $ 16,387 5N-CS14 5N-CS17 19604 VCP 18 217 8 5 365 $ 21,730 $ 1,200 $ $ 22,930 7S-CS31 7S-CS35 20192 VCP 12 172 8 5 363 $ 12,026 $ 1,200 $ $ 13,226 18S-CS6 19S-CS18 20422 VCP 24 795 1 5 350 $ 119,250 $ 150 $ $ 119,400 10S-CS30 10S-CS34 20106 VCP 15 299 8 5 348 $ 25,432 $ 1,200 $ $ 26,632 15N-CS68 15N-CS73 19793 VCP 15 147 2 5 320 $ 12,461 $ 300 $ $ 12,761 9S-CS23 9S-CS22 20294 VCP 27 494 6 5 317 $ 76,555 $ 900 $ $ 77,455 14N-CS59 14N-CS63 20183 VCP 18 218 10 5 311 $ 21,780 $ 1,500 $ $ 23,280 17S-CS22 17S-CS18 20254 VCP 12 154 1 5 296 $ 10,745 $ 150 $ $ 10,895 7S-CS37 8S-CS62 19884 VCP 12 195 6 5 290 $ 13,664 $ 900 $ $ 14,564 6N-CS28 6N-CS23 19641 VCP 12 260 11 5 286 $ 18,207 $ 1,650 $ $ 19,857 7S-CS32 7S-CS26 19887 VCP 12 223 7 5 284 $ 15,575 $ 1,050 $ $ 16,625 26S-CS30 26S-CS27 20083 VCP 15 181 4 5 261 $ 15,402 $ 600 $ $ 16,002 3N-CS20 3N-CS23 19529 VCP 15 252 10 5 241 $ 21,420 $ 1,500 $ $ 22,920 14N-CS8 14N-CS15 19729 VCP 15 310 12 5 220 $ 26,367 $ 1,800 $ $ 28,167 7S-CS11 7S-CS13A 20104 VCP 21 138 1 5 219 $ 17,263 $ 150 $ $ 17,413 5N-CS38 5N-CS70 20311 15 215 7 5 208 $ 18,233 $ 1,050 $ $ 19,283 26S-CS38 26S-CS37 20080 VCP 12 169 3 5 205 $ 11,809 $ 450 $ $ 12,259 7S-CS16 7S-CS8 20202 VCP 15 243 1 5 204 $ 20,689 $ 150 $ $ 20,839 8S-CS63 8S-CS62 19946 VCP 12 202 4 5 199 $ 14,126 $ 600 $ $ 14,726 25S-CS6 16S-CS45 19750 VCP 27 172 0 5 190 $ 26,676 $ - $ $ 26,676 20S-CS1 9S-CS23 20008 VCP 24 386 7 5 189 $ 57,840 $ 1,050 $ $ 58,890 9S-CS4 9S-CS7 20208 VCP 18 347 15 5 172 $ 34,660 $ 2,250 $ $ 36,910 15S-CS13 15S-CS17 20004 VCP 30 251 7 5 161 $ 43,873 $ 1,050 $ $ 44,923 8S-CS126 8S-CS13 19900 VCP 12 277 11 5 158 $ 19,418 $ 1,650 $ $ 21,068 Page 1 of 17 32 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 2 Recommended Rehabilitation Work - Sorted by Overall Structural Grade 6N-CS36 6N-CS37 19702 VCP 12 40 0 5 144 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. 19985 VCP 12 309 11 5 144 No 21,630 $ Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost VCP 12 311 10 5 128 $ 21,784 $ 1,500 $ Cost $ 6N-CS36 6N-CS37 19702 VCP 12 40 0 5 144 $ 8,000 $ - $ $ 8,000 10S-CS27 10S-CS23 19985 VCP 12 309 11 5 144 $ 21,630 $ 1,650 $ $ 23,280 14N-CS3 14N-CS7 19728 VCP 12 311 10 5 128 $ 21,784 $ 1,500 $ $ 23,284 16S-CS31 16S-CS72MWRD 20091 VCP 24 132 1 5 124 $ 19,800 $ 150 $ $ 19,950 15S-CS3 15S-CS5 19937 VCP 15 198 4 5 114 $ 16,805 $ 600 $ $ 17,405 5N-CS33 5N-CS38 20314 VCP 15 218 11 5 105 $ 18,530 $ 1,650 $ $ 20,180 6N-CS39 6N-CS48 19654 VCP 12 171 9 5 103 $ 11,984 $ 1,350 $ $ 13,334 9S-CS20 9S-CS23 20293 VCP 12 300 8 5 100 $ 21,000 $ 1,200 $ $ 22,200 10S-CS24 10S-CS25 19991 VCP 12 183 4 5 82 $ 12,824 $ 600 $ $ 13,424 13N-CS12 4N-CS3 19715 VCP 15 316 2 5 80 $ 26,869 $ 300 $ $ 27,169 8N-CS52 8N-CS50 20157 VCP 15 297 8 5 79 $ 25,279 $ 1,200 $ $ 26,479 14N-CS13 14N-CS21 20111 VCP 15 311 10 5 79 $ 26,452 $ 1,500 $ $ 27,952 6S-CS9 6S-CS15 19860 VCP 12 216 10 5 72 $ 15,092 $ 1,500 $ $ 16,592 7S-CS54 17S-CS6 20190 VCP 18 293 14 5 65 $ 29,250 $ 2,100 $ $ 31,350 5S-CS3 5S-CS4 19841 VCP 12 261 2 5 59 $ 18,242 $ 300 $ $ 18,542 13N-CS11 4N-CS1 20174 VCP 12 319 2 5 56 $ 22,323 $ 300 $ $ 22,623 10S-CS24 10S-CS33 19992 VCP 12 463 21 5 52 $ 32,389 $ 3,150 $ $ 35,539 24S-CS19 24S-CS20 20016 VCP 12 330 6 5 50 $ 23,100 $ 900 $ $ 24,000 8N-CS64 8N-CS59 20361 15 24 0 5 48 $ 9,000 $ - $ $ 9,000 7S-CS68 7S-CS3 19895 VCP 12 250 1 5 48 $ 17,500 $ 150 $ 7,500 $ 25,150 8S-CS30 8S-CS17 19906 VCP 12 454 18 5 47 $ 31,752 $ 2,700 $ - $ 34,452 10S-CS11 10S-CS16 19978 VCP 12 343 11 5 44 $ 23,982 $ 1,650 $ $ 25,632 10S-CS27 10S-CS29 19984 VCP 12 376 15 5 38 $ 26,306 $ 2,250 $ $ 28,556 10S-CS37 10S-CS26 19989 VCP 12 195 9 5 38 $ 13,650 $ 1,350 $ $ 15,000 24S-CS32 24S-CS30 20032 RCP 12 338 5 5 36 $ 23,674 $ 750 $ $ 24,424 3N-CS28 3N-CS27 20305 15 375 0 5 35 $ 31,850 $ - $ $ 31,850 7S-CS24 7S-CS16 20201 VCP 12 267 4 5 35 $ 18,662 $ 600 $ 7,500 $ 26,762 9S-CS17 9S-CS19 20295 VCP 12 211 7 5 34 $ 14,791 $ 1,050 $ - $ 15,841 8S-CS5 8S-CS10 19909 VCP 24 274 10 5 33 $ 41,025 $ 1,500 $ $ 42,525 25S-CS3 25S-CS9 20035 VCP 8 337 12 5 30 $ 15,161 $ 1,800 $ $ 16,961 26S-CS34 26S-CS31 20070 VCP 18 252 7 5 23 $ 25,230 $ 1,050 $ $ 26,280 26S-CS24 26S-CS53 20072 VCP 18 219 5 5 20 $ 21,910 $ 750 $ $ 22,660 6S-CS75 6S-CS1 19845 VCP 8 207 3 5 19 $ 9,306 $ 450 $ $ 9,756 8S-CS38 8S-CS39 19922 VCP 12 141 10 5 19 $ 9,877 $ 1,500 $ $ 11,377 25S-CS9 25S-CS14 20036 VCP 12 321 8 5 15 $ 22,442 $ 1,200 $ $ 23,642 25S-CS55 26S-CS13 20058 VCP 21 20 0 5 14 $ 12,000 $ - $ $ 12,000 16N-CS8 16N-CS7 19560 VCP 15 273 4 5 12 $ 23,222 $ 600 $ $ 23,822 6S-CS20 7S-CS21 20099 12 203 5 5 12 $ 14,210 $ 750 $ $ 14,960 16S-CS43 16S-CS38 20245 VCP 12 193 2 5 11 $ 13,496 $ 300 $ $ 13,796 7N-CS10 7N-CS5 20287 VCP 21 325 7 5 11 $ 40,638 $ 1,050 $ $ 41,688 15N-CS38 15N-CS27 19685 VCP 12 57 0 5 10 $ 9,000 $ - $ $ 9,000 24S-CS24 24S-CS25 20012 RCP 12 210 8 5 9 $ 14,707 $ 1,200 $ $ 15,907 15N-CS29 15N-CS31 19688 RCP 36 320 0 5 8 $ 79,950 $ - $ $ 79,950 24S-CS43 24S-CS4 20126 RCP 12 158 4 5 8 $ 11,060 $ 600 $ $ 11,660 7S-CS13 7S-CS90 20417 VCP 21 51 0 5 7 $ 12,000 $ - $ $ 12,000 16S-CS83 16S-CS21 20416 18 5 0 5 5 $ 11,000 $ $ 20,000 $ 31,000 20S-CS8 20S-CS7 20338 VCP 18 572 0 5 5 $ 57,230 $ $ - $ 57,230 24S-CS36 24S-CS34 20028 RCP 18 92 1 5 5 $ 9,200 $ 150 $ $ 9,350 25S-CS11 25S-CS13 20053 VCP 12 206 3 5 5 $ 14,420 $ 450 $ $ 14,870 3N-CS29 3N-CS34 20222 12 5 0 5 5 $ 9,000 $ - $ $ 9,000 Page 2 of 17 33 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 2 Recommended Rehabilitation Work - Sorted by Overall Structural Grade 8S-CS76 8S-CS77 19945 VCP 12 39 0 5 5 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. RCP 36 363 0 4 1,155 $ No $ Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 336 12 4 938 $ 23,513 $ 1,800 $ $ 25,313 Cost 9S-CS11 8S-CS76 8S-CS77 19945 VCP 12 39 0 5 5 $ 8,000 $ $ $ 8,000 9S-CS35 9S-CS37 20297 RCP 36 363 0 4 1,155 $ 90,850 $ $ $ 90,850 6N-CS23 6N-CS18 19642 VCP 12 336 12 4 938 $ 23,513 $ 1,800 $ $ 25,313 9S-CS9 9S-CS11 20211 VCP 15 294 9 4 794 $ 24,999 $ 1,350 $ $ 26,349 9S-CS8 9S-CS10 20215 VCP 15 344 13 4 781 $ 29,215 $ 1,950 $ $ 31,165 15S-CS9 15S-CS12 19755 VCP 18 297 11 4 572 $ 29,700 $ 1,650 $ $ 31,350 6N-CS18 6N-CS13 19643 VCP 15 317 10 4 559 $ 26,945 $ 1,500 $ $ 28,445 3N-CS34 3N-CS33 19558 VCP 15 187 0 4 524 $ 15,929 $ - $ $ 15,929 3N-CS32 3N-CS31 19533 VCP 15 189 0 4 518 $ 16,023 $ - $ $ 16,023 5N-CS50 5N-CS54 19617 VCP 21 302 6 4 511 $ 37,700 $ 900 $ $ 38,600 5N-CS34 5N-CS39 19610 VCP 18 208 9 4 508 $ 20,760 $ 1,350 $ $ 22,110 3N-CS61 3N-CS43 20307 VCP 15 171 3 4 480 $ 14,569 $ 450 $ $ 15,019 15S-CS48 15S-CS49 19771 VCP 15 351 8 4 478 $ 29,818 $ 1,200 $ $ 31,018 15S-CS6 15S-CS9 19754 VCP 15 298 8 4 464 $ 25,330 $ 1,200 $ $ 26,530 5N-CS39 5N-CS43 19611 VCP 18 217 7 4 452 $ 21,730 $ 1,050 $ $ 22,780 3N-CS62 3N-CS61 20291 VCP 15 197 5 4 419 $ 16,711 $ 750 $ $ 17,461 8N-CS33 8N-CS26 20136 RCP 15 220 9 4 418 $ 18,675 $ 1,350 $ $ 20,025 15N-CS4 15N-CS10 19780 VCP 12 340 16 4 411 $ 23,772 $ 2,400 $ $ 26,172 5N-CS8 5N-CS10 19602 VCP 18 201 6 4 408 $ 20,060 $ 900 $ $ 20,960 9S-CS5 9S-CS8 20214 VCP 12 298 11 4 407 $ 20,839 $ 1,650 $ $ 22,489 17S-CS26 17S-CS22 20253 VCP 12 144 4 4 406 $ 10,087 $ 600 $ $ 10,687 6N-CS29 6N-CS24 19647 VCP 12 270 12 4 402 $ 18,921 $ 1,800 $ $ 20,721 26S-CS9 26S-CS16 20074 VCP 12 206 4 4 391 $ 14,420 $ 600 $ $ 15,020 8S-CS78 8S-CS84 19950 VCP 15 174 8 4 390 $ 14,807 $ 1,200 $ $ 16,007 9S-CS6 9S-CS9 20210 VCP 12 297 13 4 387 $ 20,797 $ 1,950 $ $ 22,747 7N-CS15 7N-CS11 19659 VCP 21 305 12 4 384 $ 38,163 $ 1,800 $ $ 39,963 7S-CS47 7S-CS53 20195 VCP 15 229 7 4 357 $ 19,423 $ 1,050 $ $ 20,473 19S-CS18 19S-CS1 20423 VCP 24 295 0 4 354 $ 44,265 $ - $ $ 44,265 5N-CS54 6N-CS42 19701 VCP 18 191 1 4 352 $ 19,060 $ 150 $ $ 19,210 10S-CS15 10S-CS18 19977 VCP 15 346 10 4 346 $ 29,410 $ 1,500 $ $ 30,910 10S-CS12 10S-CS17 19982 VCP 24 322 12 4 342 $ 48,240 $ 1,800 $ $ 50,040 26S-CS5 26S-CS8 20077 VCP 12 195 4 4 342 $ 13,678 $ 600 $ $ 14,278 3N-CS12 3N-CS11 19584 VCP 15 247 2 4 329 $ 20,953 $ 300 $ $ 21,253 17S-CS34 17S-CS26 20252 VCP 12 145 1 4 328 $ 10,178 $ 150 $ $ 10,328 5N-CS29 5N-CS32 19594 VCP 15 217 8 4 328 $ 18,411 $ 1,200 $ $ 19,611 8S-CS9 8S-CS3 19904 VCP 15 293 12 4 327 $ 24,922 $ 1,800 $ $ 26,722 7N-CS35 7N-CS31 19712 VCP 12 267 13 4 325 $ 18,704 $ 1,950 $ $ 20,654 7N-CS2 7N-CS6 19711 VCP 21 324 12 4 317 $ 40,513 $ 1,800 $ $ 42,313 10S-CS6 10S-CS10 19980 VCP 18 216 8 4 308 $ 21,590 $ 1,200 $ $ 22,790 5N-CS32 5N-CS37 19595 VCP 15 220 7 4 305 $ 18,666 $ 1,050 $ $ 19,716 5N-CS44 5N-CS50 19614 VCP 21 327 8 4 290 $ 40,838 $ 1,200 $ $ 42,038 3N-CS2 3N-CS7 19572 VCP 15 276 4 4 285 $ 23,418 $ 600 $ $ 24,018 13N-CS8 13N-CS12 20175 VCP 12 324 7 4 284 $ 22,652 $ 1,050 $ $ 23,702 7S-CS59 6S-CS62 20196 VCP 21 319 0 4 256 $ 39,838 $ - $ $ 39,838 17S-CS14 17S-CS10 20255 VCP 12 157 6 4 242 $ 11,004 $ 900 $ $ 11,904 7N-CS27 7N-CS22 19663 VCP 18 298 15 4 239 $ 29,830 $ 2,250 $ $ 32,080 15S-CS4 15S-CS8 20001 VCP 30 442 16 4 238 $ 77,298 $ 2,400 $ $ 79,698 8S-CS11 8S-CS4 19907 VCP 15 300 13 4 238 $ 25,492 $ 1,950 $ $ 27,442 5N-CS10 5N-CS14 19603 VCP 18 218 9 4 237 $ 21,760 $ 1,350 $ $ 23,110 14N-CS21 14N-CS34 20113 VCP 18 313 13 4 237 $ 31,270 $ 1,950 $ $ 33,220 Page 3 of 17 34 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 2 Recommended Rehabilitation Work - Sorted by Overall Structural Grade 5N-CS49 5N-CS50 19616 VCP 12 215 9 4 235 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. VCP 15 298 10 4 233 $ No $ 1,500 Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 440 17 4 226 $ 76,913 $ 2,550 $ $ 79,463 Cost 7S-CS38 5N-CS49 5N-CS50 19616 VCP 12 215 9 4 235 $ 15,036 $ 1,350 $ $ 16,386 15N-CS10 15N-CS16 19781 VCP 15 298 10 4 233 $ 25,296 $ 1,500 $ $ 26,796 15S-CS8 15S-CS13 20003 VCP 30 440 17 4 226 $ 76,913 $ 2,550 $ $ 79,463 7S-CS35 7S-CS38 20193 VCP 12 180 6 4 225 $ 12,621 $ 900 $ $ 13,521 6N-CS12 6N-CS7 19638 VCP 15 364 13 4 221 $ 30,957 $ 1,950 $ $ 32,907 4N-CS29 4N-CS27 19550 VCP 10 116 0 4 212 $ 7,000 $ - $ $ 7,000 4N-CS4 4N-CS5 19585 VCP 15 360 5 4 208 $ 30,566 $ 750 $ $ 31,316 3N-CS11 3N-CS17 19527 VCP 15 164 3 4 204 $ 13,906 $ 450 $ $ 14,356 6S-CS52 6S-CS67 19856 VCP 24 128 4 4 202 $ 19,200 $ 600 $ $ 19,800 18S-CS3 18S-CS4 20260 VCP 12 376 8 4 201 $ 26,320 $ 1,200 $ $ 27,520 6N-CS14 6N-CS9 19648 VCP 18 345 15 4 200 $ 34,450 $ 2,250 $ $ 36,700 26S-CS12 26S-CS11 20078 VCP 15 216 2 4 196 $ 18,369 $ 300 $ $ 18,669 3N-CS38 3N-CS35 19531 VCP 12 237 11 4 193 $ 16,555 $ 1,650 $ $ 18,205 5N-CS23 5N-CS27 19607 VCP 18 105 3 4 192 $ 10,520 $ 450 $ $ 10,970 14N-CS2 14N-CS6 19725 VCP 12 300 10 4 185 $ 20,993 $ 1,500 $ $ 22,493 7S-CS53 7S-CS57 19564 VCP 15 265 13 4 179 $ 22,551 $ 1,950 $ $ 24,501 26S-CS61 26S-CS40 20067 VCP 15 179 0 4 174 $ 15,224 $ - $ $ 15,224 3N-CS41 2N-CS22 19535 PVC 18 235 1 4 173 $ 23,470 $ 150 $ $ 23,620 5N-CS22 5N-CS23 19606 VCP 18 95 4 4 163 $ 9,520 $ 600 $ $ 10,120 6S-CS22 6S-CS27 19864 VCP 12 183 6 4 158 $ 12,831 $ 900 $ $ 13,731 7S-CS22 7S-CS23 19889 VCP 12 274 10 4 158 $ 19,208 $ 1,500 $ $ 20,708 17S-CS12 17S-CS8 20258 VCP 12 172 1 4 151 $ 12,040 $ 150 $ $ 12,190 10S-CS32 10S-CS15 19976 VCP 15 295 14 4 145 $ 25,075 $ 2,100 $ $ 27,175 7S-CS49 7S-CS54 20189 VCP 18 293 13 4 144 $ 29,310 $ 1,950 $ $ 31,260 6N-CS44 6N-CS43 19698 VCP 21 158 2 4 138 $ 19,750 $ 300 $ $ 20,050 14N-CS15 14N-CS23 19730 VCP 15 314 10 4 138 $ 26,648 $ 1,500 $ $ 28,148 5N-CS26 5N-CS42 19598 VCP 15 216 4 4 133 $ 18,335 $ 600 $ $ 18,935 8S-CS40 8S-CS46 19939 VCP 12 368 13 4 128 $ 25,739 $ 1,950 $ $ 27,689 8S-CS96 8S-CS114 19951 VCP 15 153 8 4 127 $ 13,039 $ 1,200 $ $ 14,239 7S-CS69 8S-CS24 19934 VCP 12 205 5 4 120 $ 14,329 $ 750 $ $ 15,079 3N-CS9 3N-CS7 19575 VCP 15 231 4 4 113 $ 19,618 $ 600 $ $ 20,218 17S-CS16 17S-CS12 20257 VCP 12 148 0 4 112 $ 10,388 $ - $ $ 10,388 15N-CS76 15N-CS65 19792 RCP 12 122 3 4 112 $ 8,533 $ 450 $ $ 8,983 6N-CS45 6N-CS44 19697 VCP 21 193 4 4 111 $ 24,150 $ 600 $ $ 24,750 5N-CS42 5N-CS33 19599 VCP 15 217 6 4 109 $ 18,428 $ 900 $ $ 19,328 8S-CS46 8S-CS22 19940 VCP 15 330 15 4 109 $ 28,050 $ 2,250 $ $ 30,300 7N-CS31 7N-CS26 19713 VCP 15 326 12 4 103 $ 27,668 $ 1,800 $ $ 29,468 7N-CS11 7N-CS6 19660 VCP 21 347 12 4 99 $ 43,313 $ 1,800 $ $ 45,113 3N-CS35 3N-CS30 19532 VCP 12 196 6 4 98 $ 13,727 $ 900 $ $ 14,627 16N-CS47 7N-CS2 19823 VCP 18 294 7 4 87 $ 29,370 $ 1,050 $ $ 30,420 3N-CS17 3N-CS18 19528 VCP 15 187 5 4 86 $ 15,895 $ 750 $ $ 16,645 8S-CS68 8S-CS74 19948 VCP 15 151 10 4 82 $ 12,861 $ 1,500 $ $ 14,361 7S-CS40 7S-CS39 20185 VCP 10 169 3 4 78 $ 9,295 $ 450 $ $ 9,745 5S-CS10 15S-CS4 19562 VCP 30 182 6 4 75 $ 31,815 $ 900 $ $ 32,715 4N-CS6 4N-CS5 19586 VCP 21 201 2 4 74 $ 25,088 $ 300 $ $ 25,388 5N-CS27 5N-CS31 19608 VCP 18 220 8 4 72 $ 21,950 $ 1,200 $ $ 23,150 15S-CS29 15S-CS55MWRD 19762 VCP 18 107 1 4 64 $ 10,740 $ 150 $ $ 10,890 17S-CS10 17S-CS5 20256 VCP 12 160 3 4 63 $ 11,200 $ 450 $ $ 11,650 14N-CS1 14N-CS5 19717 VCP 10 321 6 4 63 $ 17,633 $ 900 $ $ 18,533 14N-CS23 14N-CS38 19731 VCP 18 314 11 4 62 $ 31,410 $ 1,650 $ $ 33,060 Page 4 of 17 35 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 2 Recommended Rehabilitation Work - Sorted by Overall Structural Grade 6N-CS17 6N-CS12 19637 VCP 15 291 10 4 62 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. VCP 24 76 2 4 61 $ No $ 300 Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 123 6 4 60 $ 8,624 $ 900 $ $ 9,524 Cost 26S-CS30 6N-CS17 6N-CS12 19637 VCP 15 291 10 4 62 $ 24,752 $ 1,500 $ $ 26,252 6S-CS67 6S-CS66 19857 VCP 24 76 2 4 61 $ 11,460 $ 300 $ $ 11,760 15S-CS38 15S-CS57MWRD 19773 VCP 12 123 6 4 60 $ 8,624 $ 900 $ $ 9,524 26S-CS52 26S-CS30 20082 VCP 15 76 2 4 60 $ 9,000 $ 300 $ $ 9,300 3N-CS23 3N-CS27 19530 VCP 15 190 6 4 58 $ 16,108 $ 900 $ $ 17,008 7N-CS16 7N-CS12 19665 VCP 21 306 10 4 58 $ 38,238 $ 1,500 $ $ 39,738 15N-CS70 6N-CS2 19799 VCP 18 336 12 4 57 $ 33,550 $ 1,800 $ $ 35,350 16S-CS78 16S-CS20 20116 18 217 5 4 57 $ 21,690 $ 750 $ $ 22,440 7S-CS25 7S-CS31 20191 VCP 12 174 2 4 57 $ 12,159 $ 300 $ $ 12,459 4N-CS1 4N-CS2 19540 VCP 15 202 1 4 57 $ 17,196 $ 150 $ $ 17,346 9S-CS18 9S-CS20 20221 VCP 12 279 12 4 56 $ 19,544 $ 1,800 $ $ 21,344 26S-CS58 26S-CS42 20064 VCP 12 116 0 4 55 $ 8,141 $ - $ $ 8,141 8S-CS51 8S-CS41 19936 VCP 18 145 0 4 55 $ 14,510 $ - $ $ 14,510 16N-CS49 7N-CS3 19824 VCP 18 304 7 4 54 $ 30,400 $ 1,050 $ $ 31,450 9S-CS1 9S-CS4 20207 VCP 18 282 15 4 53 $ 28,220 $ 2,250 $ $ 30,470 14N-CS49 14N-CS59 20182 VCP 15 216 9 4 51 $ 18,326 $ 1,350 $ $ 19,676 6N-CS15 6N-CS10 19653 VCP 15 325 6 4 51 $ 27,634 $ 900 $ $ 28,534 16S-CS34 16S-CS35 20093 VCP 12 220 1 4 47 $ 15,400 $ 150 $ $ 15,550 18S-CS5 18S-CS6 20259 RCP 24 378 2 4 42 $ 56,760 $ 300 $ $ 57,060 7S-CS43 7S-CS48 20187 VCP 15 329 13 4 42 $ 27,965 $ 1,950 $ $ 29,915 8S-CS74 8S-CS78 19949 VCP 15 152 7 4 39 $ 12,920 $ 1,050 $ $ 13,970 8S-CS62 8S-CS68 19947 RCP 15 198 6 4 38 $ 16,813 $ 900 $ $ 17,713 8N-CS42 8N-CS38 20151 VCP 15 320 6 4 36 $ 27,200 $ 900 $ $ 28,100 8N-CS43 8N-CS39 20129 VCP 15 313 1 4 35 $ 26,580 $ 150 $ $ 26,730 10S-CS29 20S-CS5 19987 VCP 12 324 14 4 34 $ 22,701 $ 2,100 $ $ 24,801 15N-CS71 6N-CS3 19800 VCP 18 333 13 4 32 $ 33,250 $ 1,950 $ $ 35,200 6N-CS38 6N-CS45 19696 VCP 12 248 10 4 32 $ 17,325 $ 1,500 $ $ 18,825 16S-CS45 16S-CS40 20249 VCP 27 220 5 4 31 $ 34,131 $ 750 $ $ 34,881 10S-CS23 10S-CS38 19986 VCP 12 332 14 4 29 $ 23,240 $ 2,100 $ $ 25,340 25S-CS45 25S-CS46 20301 15 404 0 4 29 $ 34,366 $ - $ $ 34,366 5N-CS41 5N-CS70 19596 21 331 5 4 27 $ 41,313 $ 750 $ $ 42,063 5N-CS21 5N-CS22 19605 VCP 18 15 0 4 26 $ 11,000 $ - $ $ 11,000 6N-CS35 6N-CS39 19692 VCP 12 248 10 4 23 $ 17,381 $ 1,500 $ $ 18,881 26S-CS31 26S-CS24 20071 VCP 18 231 6 4 21 $ 23,100 $ 900 $ $ 24,000 8S-CS36 8S-CS37 19920 VCP 12 82 3 4 20 $ 8,000 $ 450 $ $ 8,450 8S-CS2 8S-CS3 19901 VCP 18 374 3 4 20 $ 37,380 $ 450 $ $ 37,830 14502 24S-CS33 20031 RCP 12 250 4 4 19 $ 17,507 $ 600 $ $ 18,107 6N-CS25 6N-CS20 19651 VCP 12 241 5 4 19 $ 16,898 $ 750 $ $ 17,648 6S-CS4 6S-CS77 19877 VCP 12 135 6 4 18 $ 9,443 $ 900 $ $ 10,343 6S-CS38 6S-CS41 19872 VCP 12 201 6 4 17 $ 14,056 $ 900 $ $ 14,956 7N-CS30 7N-CS25 19708 VCP 12 284 6 4 17 $ 19,852 $ 900 $ $ 20,752 26S-CS26 26S-CS22 19751 VCP 12 128 1 4 17 $ 8,932 $ 150 $ $ 9,082 15N-CS16 15N-CS24 19782 VCP 15 296 9 4 16 $ 25,135 $ 1,350 $ $ 26,485 24S-CS13 24S-CS14 20020 RCP 18 279 5 4 16 $ 27,910 $ 750 $ $ 28,660 5N-CS46 5N-CS47 19623 VCP 12 286 3 4 16 $ 20,041 $ 450 $ $ 20,491 6S-CS49 6S-CS78 20326 VCP 15 187 6 4 14 $ 15,921 $ 900 $ $ 16,821 5N-CS48 5N-CS49 19615 VCP 12 218 8 4 13 $ 15,225 $ 1,200 $ $ 16,425 7N-CS14 7N-CS10 20286 VCP 18 325 4 4 13 $ 32,480 $ 600 $ $ 33,080 26S-CS69 26S-CS3 19568 VCP 12 137 2 4 12 $ 9,604 $ 300 $ $ 9,904 24S-CS14 24S-CS7 20021 VCP 18 321 6 4 11 $ 32,140 $ 900 $ $ 33,040 Page 5 of 17 36 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 2 Recommended Rehabilitation Work - Sorted by Overall Structural Grade 24S-CS34 24S-CS38 20029 VCP 18 311 5 4 11 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. VCP 12 247 6 4 10 $ No $ 900 Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 200 4 4 10 $ 13,979 $ 600 $ $ 14,579 Cost 8S-CS82 24S-CS34 24S-CS38 20029 VCP 18 311 5 4 11 $ 31,100 $ 750 $ $ 31,850 17S-CS36 17S-CS34 20251 VCP 12 247 6 4 10 $ 17,255 $ 900 $ $ 18,155 7N-CS33 7N-CS29 19669 VCP 12 200 4 4 10 $ 13,979 $ 600 $ $ 14,579 8S-CS81 8S-CS82 19966 RCP 18 174 4 4 10 $ 17,360 $ 600 $ $ 17,960 14N-CS5 14N-CS10 19718 VCP 12 196 4 4 8 $ 13,685 $ 600 $ $ 14,285 25S-CS10 25S-CS16 20039 VCP 12 355 10 4 8 $ 24,857 $ 1,500 $ $ 26,357 8S-CS77 9S-CS24 19943 VCP 15 241 3 4 8 $ 20,485 $ 450 $ $ 20,935 9S-CS18 9S-CS16 20212 VCP 12 314 11 4 8 $ 21,959 $ 1,650 $ $ 23,609 6N-CS34 6N-CS35 19691 VCP 12 41 2 4 7 $ 8,000 $ 300 $ $ 8,300 8S-CS121 8S-CS26 20131 8 185 4 4 7 $ 8,330 $ 600 $ $ 8,930 3N-CS31 3N-CS30 19534 VCP 15 184 0 4 6 $ 15,623 $ - $ $ 15,623 24S-CS39 24S-CS10 19569 RCP 15 42 0 4 4 $ 9,000 $ - $ $ 9,000 17N-CS6 17N-CS22 20332 RCP 36 541 1 3 970 $ 135,350 $ 150 $ $ 135,500 17N-CS22 17N-CS7 20331 36 494 0 3 884 $ 123,475 $ - $ $ 123,475 25S-CS47 15S-CS71 20410 RCP 36 490 0 3 854 $ 122,575 $ $ $ 122,575 17N-CS5 17N-CS6 19834 RCP 36 478 0 3 853 $ 119,375 $ $ $ 119,375 8N-CS28 8N-CS25 20164 RCP 15 423 11 3 776 $ 35,964 $ 1,650 $ $ 37,614 26S-CS53 26S-CS46 20276 RCP 27 394 1 3 706 $ 61,117 $ 150 $ $ 61,267 10S-CS38 10S-CS36 19998 RCP 27 389 0 3 705 $ 60,311 $ - $ $ 60,311 8N-CS37 8N-CS28 20163 RCP 15 389 14 3 699 $ 33,099 $ 2,100 $ $ 35,199 10S-CS36 10S-CS33 19999 RCP 30 381 1 3 688 $ 66,728 $ 150 $ $ 66,878 10S-CS33 9S-CS35 20000 RCP 30 382 0 3 686 $ 66,763 $ - $ $ 66,763 7S-CS49 7S-CS47 20198 RCP 24 372 0 3 666 $ 55,830 $ $ $ 55,830 7N-CS8 7N-CS9 19667 RCP 48 371 0 3 662 $ 166,950 $ $ $ 166,950 8S-CS15 8S-CS16 19914 RCP 27 370 0 3 662 $ 57,319 $ $ $ 57,319 7N-CS18 8N-CS31 19673 RCP 27 366 0 3 653 $ 56,715 $ $ $ 56,715 24S-CS1 24S-CS2 20026 RCP 30 354 1 3 634 $ 61,915 $ 150 $ $ 62,065 8S-CS94 8S-CS112 19968 VCP 18 349 4 3 627 $ 34,900 $ 600 $ $ 35,500 26S-CS57 26S-CS53 20270 VCP 24 350 0 3 626 $ 52,515 $ - $ $ 52,515 25S-CS39 25S-CS47 20034 RCP 36 371 0 3 625 $ 92,750 $ $ $ 92,750 8S-CS45 9S-CS27 19972 RCP 33 346 0 3 619 $ 69,280 $ $ $ 69,280 16N-CS13 16N-CS17 19828 RCP 36 341 1 3 608 $ 85,225 $ 150 $ $ 85,375 7N -CSS 7N-CS6 19710 RCP 42 341 1 3 608 $ 119,315 $ 150 $ $ 119,465 15N-CS46 15N-CS52 19788 RCP 10 330 7 3 607 $ 18,161 $ 1,050 $ $ 19,211 8N-CS35 8N-CS38 20155 RCP 36 333 0 3 594 $ 83,125 $ - $ $ 83,125 5N-CS71 5N-CS58 19624 RCP 42 330 0 3 590 $ 115,640 $ $ $ 115,640 6N-CS7 6N-CS8 19639 RCP 36 329 0 3 589 $ 82,350 $ $ $ 82,350 25S-CS38 25S-CS58 20062 RCP 30 322 0 3 580 $ 56,385 $ $ $ 56,385 6N-CS1 6N-CS6 19629 RCP 30 321 13 3 574 $ 56,210 $ 1,950 $ $ 58,160 8S-CS21 8S-CS39 19917 RCP 30 320 0 3 572 $ 55,983 $ - $ $ 55,983 15N-CS37 15N-CS46 19787 RCP 10 316 6 3 568 $ 17,353 $ 900 $ $ 18,253 26S-CS47 26S-CS48 20337 RCP 30 314 0 3 563 $ 54,950 $ - $ $ 54,950 5N-CS58 5N-CS55 19625 RCP 42 315 0 3 562 $ 110,180 $ $ $ 110,180 5N-CS6 5N-CS13 19600 RCP 30 308 0 3 556 $ 53,918 $ $ $ 53,918 25S-CS58 25S-CS39 20033 RCP 30 308 0 3 551 $ 53,848 $ $ $ 53,848 6N-CS6 6N-CS7 19634 RCP 36 309 0 3 551 $ 77,150 $ $ $ 77,150 15N-CS55 15N-CS61 19797 RCP 15 298 8 3 539 $ 25,364 $ 1,200 $ $ 26,564 15N-CS54 15N-CS60 19795 RCP 15 296 11 3 533 $ 25,169 $ 1,650 $ $ 26,819 15N-CS61 15N-CS70 19798 RCP 15 297 9 3 533 $ 25,220 $ 1,350 $ $ 26,570 15N-CS60 15N-CS69 19796 RCP 15 298 9 3 529 $ 25,322 $ 1,350 $ $ 26,672 Page 6 of 17 37 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 2 Recommended Rehabilitation Work - Sorted by Overall Structural Grade 24S-CS2 25S-CS1 20027 RCP 30 293 0 3 527 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. RCP 30 294 1 3 524 $ No $ 150 Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 278 9 3 512 $ 23,639 $ 1,350 $ $ 24,989 Cost 8N-CS64 24S-CS2 25S-CS1 20027 RCP 30 293 0 3 527 $ 51,275 $ - $ $ 51,275 5N-CS13 5N-CS58 19601 RCP 30 294 1 3 524 $ 51,433 $ 150 $ $ 51,583 8N-CS27 8N-CS23 20154 RCP 15 278 9 3 512 $ 23,639 $ 1,350 $ $ 24,989 8N-CS29 8N-CS64 20360 15 268 2 3 479 $ 22,763 $ 300 $ $ 23,063 15N-CS17 15N-CS25 19785 RCP 10 258 5 3 459 $ 14,174 $ 750 $ $ 14,924 25S-CS17 25S-CS18 20042 RCP 24 250 0 3 448 $ 37,500 $ - $ $ 37,500 15N-CS25 15N-CS37 19786 RCP 10 249 6 3 445 $ 13,701 $ 900 $ $ 14,601 2N-CS26 2N-CS30 20232 18 251 0 3 434 $ 25,060 $ - $ $ 25,060 24S-CS31 24S-CS1 20025 RCP 27 239 4 3 430 $ 37,092 $ 600 $ $ 37,692 7N-CS7 7N-CS8 19661 RCP 42 227 0 3 398 $ 79,275 $ - $ $ 79,275 8S-CS42 8S-CS45 19932 RCP 33 216 0 3 385 $ 43,220 $ - $ $ 43,220 24S-CS7 24S-CS31 20024 RCP 27 215 5 3 382 $ 33,387 $ 750 $ $ 34,137 25S-CS18 25S-CS12 20043 RCP 24 208 6 3 375 $ 31,200 $ 900 $ $ 32,100 8S-CS69 8S-CS75 19956 RCP 21 207 0 3 369 $ 25,925 $ - $ $ 25,925 8S-CS14 8S-CS15 19913 RCP 27 199 0 3 356 $ 30,845 $ - $ $ 30,845 6N-CS49 6N-CS1 20419 RCP 30 193 12 3 344 $ 33,758 $ 1,800 $ $ 35,558 16N-CS17 16N-CS18 19829 RCP 36 186 0 3 329 $ 46,425 $ - $ $ 46,425 5S-CS9 5S-CS2 19839 VCP 12 165 1 3 327 $ 11,515 $ 150 $ $ 11,665 8S-CS13 8S-CS14 19912 RCP 27 178 0 3 319 $ 27,606 $ - $ $ 27,606 16N-CS18 16N-CS19 19830 RCP 36 173 0 3 308 $ 43,325 $ $ $ 43,325 8N-CS31 8N-CS60 20145 RCP 30 178 0 3 306 $ 31,063 $ $ $ 31,063 6S-CS37 6S-CS44 19855 VCP 24 202 6 3 268 $ 30,285 $ 900 $ $ 31,185 26S-CS6 26S-CS9 20073 VCP 12 204 7 3 236 $ 14,259 $ 1,050 $ $ 15,309 26S-CS43 26S-CS7 20267 RCP 42 213 0 3 232 $ 74,655 $ - $ $ 74,655 25S-CS57 25S-CS22 20056 RCP 21 126 0 3 223 $ 15,700 $ $ $ 15,700 2N-CS32 2N-CS27MWRD 20425 18 127 0 3 223 $ 12,650 $ $ $ 12,650 17N-CS7 8N-CS9 19835 RCP 36 119 0 3 211 $ 29,800 $ $ $ 29,800 15S-CS44 15S-CS48 19770 VCP 12 345 4 3 195 $ 24,143 $ 600 $ $ 24,743 8S-CS26 8S-CS34 19924 VCP 12 169 5 3 181 $ 11,858 $ 750 $ $ 12,608 15S-CS71 TARP -003 20421 RCP 36 101 0 3 178 $ 25,275 $ - $ $ 25,275 8S-CS3 8S-CS4 19905 VCP 21 379 2 3 156 $ 47,363 $ 300 $ $ 47,663 26S-CS49 26S-CS43 20266 RCP 27 82 0 3 144 $ 12,710 $ - $ $ 12,710 15N-CS77 15N-CS76 19791 12 78 0 3 137 $ 8,000 $ - $ $ 8,000 17S-CS32 17S-CS44 20383 12 120 2 3 126 $ 8,379 $ 300 $ $ 8,679 15S-CS70 15S-CS18 20420 VCP 18 124 2 3 126 $ 12,390 $ 300 $ $ 12,690 26S-CS48 26S-CS49 20273 27 69 0 3 121 $ 10,757 $ - $ $ 10,757 26S-CS48 26S-CS47 20272 RCP 30 63 0 3 112 $ 11,078 $ $ $ 11,078 25S-CS14 25S-CS15 20037 RCP 18 64 0 3 110 $ 11,000 $ $ $ 11,000 10S-CS10 10S-CS12 19981 VCP 21 218 8 3 102 $ 27,188 $ 1,200 $ $ 28,388 6N-CS42 6N-CS43 19700 VCP 21 224 1 3 101 $ 28,000 $ 150 $ $ 28,150 19S-CS8 19S-CS4 20228 CONC 90 332 0 3 91 $ 282,455 $ - $ $ 282,455 15S-CS17 15S-CS22 19752 VCP 30 147 6 3 87 $ 25,725 $ 900 $ $ 26,625 15N-CS52 15N-CS77 19789 RCP 10 39 0 3 85 $ 7,000 $ - $ $ 7,000 15S-CS22 15S-CS65MWRD 19753 VCP 30 250 9 3 85 $ 43,698 $ 1,350 $ $ 45,048 2N-CS22 2N-CS23 19570 VCP 18 384 2 3 81 $ 38,400 $ 300 $ $ 38,700 2N-CS30 2N-CS32 20424 18 48 0 3 81 $ 11,000 $ - $ $ 11,000 8N-CS20 8N-CS22 20135 RCP 12 167 0 3 77 $ 11,718 $ $ $ 11,718 14N-CS73 14N-CS40 20313 VCP 12 162 0 3 75 $ 11,340 $ $ $ 11,340 8S-CS24 8S-CS26 19923 VCP 12 140 3 3 66 $ 9,814 $ 450 $ $ 10,264 7S-CS26 7S-CS25 19888 VCP 12 211 5 3 62 $ 14,770 $ 750 $ $ 15,520 Page 7 of 17 38 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 2 Recommended Rehabilitation Work - Sorted by Overall Structural Grade 8S-CS27 8S-CS20 19902 RCP 12 196 8 3 60 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. RCP 15 29 0 3 50 $ No $ - Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 158 0 3 49 $ 13,422 $ $ $ 13,422 Cost 8N-CS18 8S-CS27 8S-CS20 19902 RCP 12 196 8 3 60 $ 13,685 $ 1,200 $ $ 14,885 16N-CS55 16N-CS44 19827 RCP 15 29 0 3 50 $ 9,000 $ - $ $ 9,000 26S-CS14 26S-CS12 20076 VCP 15 158 0 3 49 $ 13,422 $ $ $ 13,422 8N-CS16 8N-CS18 19559 66 127 0 3 49 $ 76,080 $ $ $ 76,080 17S-CS23 17S-CS19 20329 VCP 12 145 2 3 47 $ 10,171 $ 300 $ $ 10,471 8S-CS114 8S-CS108 19952 VCP 15 128 7 3 46 $ 10,880 $ 1,050 $ $ 11,930 7N-CS12 7N-CS8 19666 VCP 21 345 12 3 45 $ 43,175 $ 1,800 $ $ 44,975 7S-CS61 7S-CS43 19896 VCP 15 152 6 3 42 $ 12,937 $ 900 $ $ 13,837 7N-CS22 7N-CS16 19664 VCP 18 339 13 3 41 $ 33,900 $ 1,950 $ $ 35,850 15N-CS32 15N-CS34 19682 RCP 60 324 0 3 34 $ 178,310 $ - $ $ 178,310 10S-CS3 10S-CS6 19979 VCP 12 104 2 3 33 $ 7,245 $ 300 $ $ 7,545 8S-CS15 8S-CS9 20339 15 311 9 3 33 $ 26,427 $ 1,350 $ $ 27,777 18S-CS4 18S-CS6 20261 VCP 15 267 7 3 33 $ 22,695 $ 1,050 $ $ 23,745 26S-CS59 26S-CS39 20068 VCP 15 161 2 3 32 $ 13,719 $ 300 $ $ 14,019 7S-CS25 7S-CS21 20098 VCP 12 230 7 3 32 $ 16,121 $ 1,050 $ $ 17,171 6N-CS22 6N-CS17 19636 VCP 12 360 13 3 32 $ 25,165 $ 1,950 $ $ 27,115 7N-CS21 7N-CS15 19658 VCP 18 337 12 3 29 $ 33,650 $ 1,800 $ $ 35,450 16S-CS24 16S-CS30 20278 VCP 18 218 10 3 25 $ 21,770 $ 1,500 $ $ 23,270 9S-CS15 9S-CS37 20323 12 327 15 3 24 $ 22,862 $ 2,250 $ $ 25,112 10S-CS8 10S-CS31 19975 VCP 12 143 7 3 23 $ 10,024 $ 1,050 $ $ 11,074 6N-CS13 6N-CS8 19644 VCP 18 334 14 3 23 $ 33,440 $ 2,100 $ $ 35,540 7N-CS26 7N-CS21 19657 VCP 18 319 12 3 23 $ 31,900 $ 1,800 $ $ 33,700 9S-CS17 9S-CS15 20216 VCP 12 315 11 3 23 $ 22,036 $ 1,650 $ $ 23,686 16S-CS37 16S-CS36 20094 VCP 12 202 3 3 21 $ 14,147 $ 450 $ $ 14,597 8S-CS20 8S-CS125 19903 RCP 12 141 8 3 21 $ 9,835 $ 1,200 $ $ 11,035 20S-CS4 20S-CS2 20010 VCP 15 130 0 3 21 $ 11,067 $ - $ $ 11,067 25S-CS40 25S-CS45 20300 10 427 1 3 21 $ 23,458 $ 150 $ $ 23,608 7S-CS23 7S-CS19 19890 VCP 12 121 1 3 21 $ 8,491 $ 150 $ $ 8,641 14N-CS16 14N-CS24 19745 RCP 18 338 0 3 21 $ 33,750 $ - $ $ 33,750 8S-CS125 8S-CS15 20428 RCP 12 133 5 3 21 $ 9,338 $ 750 $ $ 10,088 20S-CS3 20S-CS4 20009 VCP 15 204 6 3 18 $ 17,340 $ 900 $ $ 18,240 6N-CS3 6N-CS8 19640 VCP 21 322 10 3 18 $ 40,263 $ 1,500 $ $ 41,763 7S-CS89 7S-CS15 20327 12 120 3 3 18 $ 8,379 $ 450 $ $ 8,829 6S-CS3 6S-CS4 19876 VCP 12 51 1 3 16 $ 8,000 $ 150 $ $ 8,150 8S-CS35 8S-CS36 19919 VCP 12 115 1 3 16 $ 8,071 $ 150 $ $ 8,221 6N-CS20 6N-CS15 19652 VCP 15 326 6 3 14 $ 27,668 $ 900 $ $ 28,568 8S-CS34 8S-CS47 19926 VCP 12 77 1 3 14 $ 8,000 $ 150 $ $ 8,150 26S-CS27 26S-CS23 20084 VCP 15 177 5 3 13 $ 15,011 $ 750 $ $ 15,761 6N-CS33 6N-CS38 19695 VCP 12 249 15 3 13 $ 17,416 $ 2,250 $ $ 19,666 7S-CS28 7S-CS24 20200 VCP 12 246 4 3 13 $ 17,192 $ 600 $ $ 17,792 7N-CS20 7N-CS14 20285 VCP 18 326 7 3 12 $ 32,550 $ 1,050 $ $ 33,600 6N-CS46 6N-CS45 19693 VCP 21 374 3 3 12 $ 46,725 $ 450 $ $ 47,175 8S-CS47 8S-CS58 19927 VCP 15 241 0 3 12 $ 20,468 $ - $ $ 20,468 7S-CS29 7S-CS23 20206 VCP 12 235 2 3 11 $ 16,457 $ 300 $ $ 16,757 15S-CS7 15S-CS8 20002 VCP 18 361 0 3 10 $ 36,060 $ - $ $ 36,060 6N-CS4 6N-CS9 19646 VCP 21 321 12 3 10 $ 40,175 $ 1,800 $ $ 41,975 18S-CS11 18S-CS5 20387 10 199 0 3 9 $ 10,918 $ - $ $ 10,918 26S-CS51 26S-CS26 20081 VCP 12 109 3 3 9 $ 7,595 $ 450 $ $ 8,045 6N-CS32 6N-CS33 19694 VCP 12 41 2 3 8 $ 8,000 $ 300 $ $ 8,300 8N-CS51 8N-CS44 20141 VCP 12 246 6 3 8 $ 17,241 $ 900 $ $ 18,141 Page 8 of 17 39 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 2 Recommended Rehabilitation Work - Sorted by Overall Structural Grade 24S-CS10 24S-CS11 20018 RCP 15 209 9 3 7 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. VCP 18 103 3 3 7 $ No $ 450 Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 207 0 3 7 $ 9,311 $ - $ $ 9,311 Cost 8N-CS51 24S-CS10 24S-CS11 20018 RCP 15 209 9 3 7 $ 17,774 $ 1,350 $ $ 19,124 24S-CS28 24S-CS26 20014 VCP 18 103 3 3 7 $ 10,270 $ 450 $ $ 10,720 4N-CS20 4N-CS21 19553 RCP 8 207 0 3 7 $ 9,311 $ - $ $ 9,311 8N-CS53 8N-CS51 20140 VCP 12 336 10 3 7 $ 23,548 $ 1,500 $ $ 25,048 15N-CS31 15N-CS33 19779 RCP 36 322 0 3 6 $ 80,525 $ - $ $ 80,525 15N-CS72 6N-CS4 19802 VCP 18 334 13 3 6 $ 33,420 $ 1,950 $ $ 35,370 7S-CS27 7S-CS29 19561 VCP 12 44 0 3 6 $ 8,000 $ - $ $ 8,000 7S-CS3 7S-CS63 19878 VCP 15 202 3 3 6 $ 17,136 $ 450 $ $ 17,586 5N-CS70 5N-CS43 19612 RCP 21 327 5 3 5 $ 40,825 $ 750 $ $ 41,575 6N-CS30 6N-CS25 19650 VCP 12 359 6 3 5 $ 25,109 $ 900 $ $ 26,009 6S-CS2 6S-CS6 19848 VCP 12 208 0 3 5 $ 14,532 $ - $ $ 14,532 7S-CS7 7S-CS8 19891 VCP 12 42 0 3 5 $ 8,000 $ $ $ 8,000 7S-CS8 7S-CS6 20203 VCP 15 40 0 3 5 $ 9,000 $ $ $ 9,000 8S-CS58 8S-CS65 19928 VCP 15 121 2 3 5 $ 10,285 $ 300 $ $ 10,585 9S-CS24 9S-CS25 20220 VCP 15 134 0 3 5 $ 11,390 $ - $ $ 11,390 26S-CS56 26S-CS55 20274 VCP 12 136 2 3 4 $ 9,527 $ 300 $ $ 9,827 4N-CS17 4N-CS18 19548 RCP 30 192 2 3 4 $ 33,618 $ 300 $ $ 33,918 8N-CS39 8N-CS38 20160 VCP 15 13 0 3 4 $ 9,000 $ - $ $ 9,000 10S-CS14 10S-CS13 19994 VCP 8 325 4 3 3 $ 14,630 $ 600 $ $ 15,230 10S-CS7 10S-CS13 19993 VCP 8 333 5 3 3 $ 14,985 $ 750 $ $ 15,735 14N-CS21 14N-CS22 20112 RCP 12 15 1 3 3 $ 8,000 $ 150 $ $ 8,150 15S-CS45 15S-CS42 19772 RCP 12 168 2 3 3 $ 11,732 $ 300 $ $ 12,032 24S-CS26 24S-CS20 20015 VCP 12 317 6 3 3 $ 22,190 $ 900 $ $ 23,090 24S-CS40A 24S-CS18 20340 12 71 2 3 3 $ 8,000 $ 300 $ $ 8,300 25S-CS21 25S-CS57 20055 RCP 21 275 0 3 3 $ 34,313 $ - $ $ 34,313 25S-CS22 25S-CS55 20057 48 73 0 3 3 $ 32,805 $ - $ $ 32,805 25S-CS8 25S-CS11 20052 VCP 12 205 2 3 3 $ 14,315 $ 300 $ $ 14,615 26S-CS14 26S-CS46 20362 RCP 30 33 0 3 3 $ 18,000 $ - $ $ 18,000 3N-CS55 3N-CS54 19577 RCP 24 235 1 3 3 $ 35,280 $ 150 $ $ 35,430 4N-CS37 5N-CS24 19592 VCP 12 29 0 3 3 $ 8,000 $ - $ $ 8,000 6N-CS48 6N-CS46 19655 VCP 12 77 3 3 3 $ 8,000 $ 450 $ $ 8,450 7N-CS34 7N-CS30 19707 VCP 12 292 3 3 3 $ 20,447 $ 450 $ $ 20,897 7S-CS48 7S-CS49 20188 VCP 18 15 0 3 3 $ 11,000 $ - $ $ 11,000 8N-CS4 8N-CS19 20138 VCP 8 311 11 3 3 $ 14,013 $ 1,650 $ $ 15,663 8N-CS41 8N-CS32 20143 VCP 15 276 8 3 3 $ 23,418 $ 1,200 $ $ 24,618 8N-CS47 8N-CS42 20150 VCP 15 279 6 3 3 $ 23,732 $ 900 $ $ 24,632 8N-CS49 8N-CS47 20149 VCP 15 104 0 3 3 $ 8,866 $ - $ $ 8,866 8S-CS108 8S-CS109 19954 RCP 33 373 0 3 3 $ 74,580 $ - $ $ 74,580 8S-CS27 8S-CS35 19918 VCP 12 221 6 3 3 $ 15,477 $ 900 $ $ 16,377 15N-CS26 15N-CS30 19680 RCP 60 326 0 2 225 $ 179,245 $ - $ $ 179,245 20S-CS2 20S-CS1 20007 VCP 24 423 8 2 107 $ 63,375 $ 1,200 $ $ 64,575 20S-CS6 20S-CS7 20011 VCP 15 127 2 2 98 $ 10,761 $ 300 $ $ 11,061 14N-CS41 15N-CS26 19749 RCP 48 214 0 2 80 $ 96,390 $ - $ $ 96,390 20S-CS7 20S-CS2 20006 VCP 21 463 7 2 79 $ 57,863 $ 1,050 $ $ 58,913 26S-CS3 16S-CS48 20096 VCP 12 181 1 2 76 $ 12,663 $ 150 $ $ 12,813 26S-CS40 26S-CS34 20069 VCP 18 214 2 2 44 $ 21,370 $ 300 $ $ 21,670 16N-CS5 16N-CS10 19806 RCP 24 181 0 2 33 $ 27,090 $ - $ $ 27,090 5N-CS55 5N-CS56 19626 RCP 42 240 0 2 31 $ 83,965 $ - $ $ 83,965 1OS-CS28 20S-CS3 19990 VCP 12 414 15 2 30 $ 28,987 $ 2,250 $ $ 31,237 14N-CS19 14N-CS30 19726 VCP 18 314 12 2 25 $ 31,350 $ 1,800 $ $ 33,150 Page 9 of 17 40 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 2 Recommended Rehabilitation Work - Sorted by Overall Structural Grade 7S-CS5 8S-CS1 20205 VCP 18 216 2 2 22 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. RCP 24 317 0 2 22 $ No $ - Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 151 6 2 22 $ 22,665 $ 900 $ $ 23,565 Cost 5N-CS44 7S-CS5 8S-CS1 20205 VCP 18 216 2 2 22 $ 21,600 $ 300 $ $ 21,900 14N-CS24 14N-CS39 19747 RCP 24 317 0 2 22 $ 47,595 $ - $ $ 47,595 6S-CS58 6S-CS62 19859 VCP 24 151 6 2 22 $ 22,665 $ 900 $ $ 23,565 5N-CS43 5N-CS44 19613 VCP 21 140 2 2 14 $ 17,500 $ 300 $ $ 17,800 14N-CS18 14N-CS25 19722 PVC 18 221 4 2 12 $ 22,050 $ 600 $ $ 22,650 16S-CS36 16S-CS35 20095 VCP 12 201 0 2 12 $ 14,070 $ - $ $ 14,070 6N-CS40 6N-CS47 19704 VCP 12 227 3 2 12 $ 15,869 $ 450 $ $ 16,319 6S-CS31 6S-CS35 19865 VCP 12 217 8 2 12 $ 15,162 $ 1,200 $ $ 16,362 5N-CS53 5N-CS60 20292 VCP 15 170 2 2 8 $ 14,442 $ 300 $ $ 14,742 8S-CS22 8S-CS19 19941 VCP 15 310 13 2 7 $ 26,350 $ 1,950 $ $ 28,300 10S-CS28 10S-CS37 19988 VCP 12 80 2 2 6 $ 5,621 $ 300 $ $ 5,921 14N-CS17 14N-CS18 19721 VCP 15 212 4 2 6 $ 18,012 $ 600 $ $ 18,612 15S-CS36 15S-CS6IMWRD 19769 VCP 12 98 1 2 6 $ 6,860 $ 150 $ $ 7,010 24S-CS4 24S-CS6 20022 RCP 15 309 10 2 6 $ 26,265 $ 1,500 $ $ 27,765 26S-CS37 26S-CS38 20079 VCP 15 169 1 2 6 $ 14,365 $ 150 $ $ 14,515 5S-CS2 5S-CS3 19840 VCP 12 292 1 2 6 $ 20,440 $ 150 $ $ 20,590 5S-CS4 5S-CS5 19842 VCP 8 65 0 2 6 $ 2,930 $ - $ $ 2,930 5S-CS5 6S-CS75 19843 VCP 8 183 2 2 6 $ 8,235 $ 300 $ $ 8,535 6S-CS66 6S-CS58 19858 VCP 24 176 6 2 6 $ 26,370 $ 900 $ $ 27,270 7N-CS41 7N-CS26 19714 RCP 8 161 0 2 6 $ 7,250 $ - $ $ 7,250 7S-CS34 7S-CS32 19886 12 225 3 2 6 $ 15,736 $ 450 $ $ 16,186 7S-CS4 7S-CS5 20204 VCP 15 106 0 2 6 $ 9,019 $ - $ $ 9,019 8S-CS90 8S-CS91 19969 VCP 8 156 2 2 6 $ 6,998 $ 300 $ $ 7,298 14N-CS20 14N-CS31 19736 RCP 24 328 0 2 4 $ 49,140 $ - $ $ 49,140 14N-CS25 14N-CS26 19723 VCP 18 94 2 2 4 $ 9,380 $ 300 $ $ 9,680 14N-CS31 14N-CS33 19737 RCP 42 271 0 2 4 $ 94,885 $ - $ $ 94,885 14N-CS33 14N-CS35 19738 RCP 42 49 0 2 4 $ 16,975 $ - $ $ 16,975 25S-CS4 25S-CS10 20038 VCP 8 305 9 2 4 $ 13,739 $ 1,350 $ $ 15,089 5N-CS51 5N-CS74 20358 15 76 0 2 4 $ 6,494 $ - $ $ 6,494 6N-CS26 6N-CS21 19631 VCP 24 260 9 2 4 $ 38,940 $ 1,350 $ $ 40,290 7S-CS34 7S-CS36 19885 VCP 12 216 4 2 4 $ 15,141 $ 600 $ $ 15,741 7S-CS81 7S-CS-IN1114 20384 RCP 24 133 0 2 4 $ 19,950 $ - $ $ 19,950 9S-CS19 9S-CS22 20296 VCP 12 128 0 2 4 $ 8,960 $ $ $ 8,960 14N-CS14 14N-CS22 19740 RCP 24 310 0 2 3 $ 46,455 $ $ $ 46,455 14N-CS65 5N-CS6 20181 RCP 21 334 0 2 3 $ 41,800 $ $ $ 41,800 16S-CS65 16S-CS58 20247 VCP 12 210 1 2 3 $ 14,693 $ 150 $ $ 14,843 3N-CS54 3N-CS52 19578 RCP 30 332 0 2 3 $ 58,119 $ - $ $ 58,119 8S-CS71 8S-CS73 19942 VCP 12 179 1 2 3 $ 12,544 $ 150 $ $ 12,694 10S-CS21 10S-CS14 19995 VCP 8 295 4 2 2 $ 13,257 $ 600 $ $ 13,857 10S-CS3 10S-CS4 19567 RCP 10 105 0 2 2 $ 5,781 $ - $ $ 5,781 14N-CS22 14N-CS35 19741 RCP 24 335 0 2 2 $ 50,220 $ $ $ 50,220 14N-CS39 14N-CS41 19748 RCP 48 109 0 2 2 $ 49,095 $ $ $ 49,095 14N-CS69 14N-CS26 20114 12 273 0 2 2 $ 19,131 $ $ $ 19,131 15N-CS14 15N-CS22 19690 RCP 27 318 0 2 2 $ 49,321 $ $ $ 49,321 15N-CS28 15N-CS29 19686 RCP 30 123 0 2 2 $ 21,578 $ $ $ 21,578 15N-CS64 15N-CS72 19801 VCP 18 301 10 2 2 $ 30,100 $ 1,500 $ $ 31,600 16N-CS1 16N-CS2 19803 RCP 18 149 0 2 2 $ 14,910 $ - $ $ 14,910 16N-CS11 16N-CS12 19808 RCP 30 166 0 2 2 $ 29,050 $ $ $ 29,050 16N-CS15 16N-CS25 19810 RCP 66 285 0 2 2 $ 170,760 $ $ $ 170,760 16N-CS2 16N-CS3 19804 RCP 18 144 0 2 2 $ 14,390 $ $ $ 14,390 Page 10 of 17 41 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 2 Recommended Rehabilitation Work - Sorted by Overall Structural Grade 16N-CS25 16N-CS32 19811 RCP 66 351 0 2 2 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. RCP 24 158 0 2 2 $ No $ Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 345 0 2 2 $ 43,063 $ $ $ 43,063 Cost 19S-CS8 16N-CS25 16N-CS32 19811 RCP 66 351 0 2 2 $ 210,480 $ $ $ 210,480 16N-CS45 16N-CS46 19816 RCP 24 158 0 2 2 $ 23,760 $ $ $ 23,760 17N-CS3 17N-CS4 19837 RCP 21 345 0 2 2 $ 43,063 $ $ $ 43,063 19S-CS11 19S-CS8 20224 CONC 90 461 0 2 2 $ 391,510 $ $ $ 391,510 24S-CS25 24S-CS26 20013 RCP 12 349 7 2 2 $ 24,423 $ 1,050 $ $ 25,473 4N-CS21 4N-CS24 19555 VCP 8 172 0 2 2 $ 7,727 $ - $ $ 7,727 4N-CS22 4N-CS23 19588 RCP 36 175 0 2 2 $ 43,675 $ - $ $ 43,675 5N-CS24 5N-CS28 19618 VCP 12 245 6 2 2 $ 17,129 $ 900 $ $ 18,029 5N-CS36 5N-CS40 19622 VCP 12 227 5 2 2 $ 15,883 $ 750 $ $ 16,633 5N-CS56 5N-CS69 19627 RCP 42 526 0 2 2 $ 183,960 $ - $ $ 183,960 6S-CS11 6S-CS12 19850 VCP 12 18 1 2 2 $ 1,239 $ 150 $ $ 1,389 6S-CS12 6S-CS14 19852 VCP 12 195 5 2 2 $ 13,643 $ 750 $ $ 14,393 6S-CS18 6S-CS20 19854 VCP 12 198 7 2 2 $ 13,860 $ 1,050 $ $ 14,910 6S-CS6 6S-CS11 19849 VCP 12 178 7 2 2 $ 12,432 $ 1,050 $ $ 13,482 6S-CS77 7S-CS9 20107 VCP 18 56 0 2 2 $ 5,550 $ - $ $ 5,550 7N-CS23 7N-CS19 19671 VCP 15 398 14 2 2 $ 33,864 $ 2,100 $ $ 35,964 7N-CS38 7N-CS39 19674 VCP 12 41 0 2 2 $ 2,898 $ - $ $ 2,898 7N-CS39 7N-CS40 19675 VCP 12 112 1 2 2 $ 7,868 $ 150 $ $ 8,018 7S-CS15 7S-CS14 20328 VCP 12 32 0 2 2 $ 2,240 $ - $ $ 2,240 7S-CS60 17S-CS5 20197 VCP 21 42 0 2 2 $ 5,263 $ - $ $ 5,263 7S-CS78 7S-CS74 20378 RCP 60 202 1 2 2 $ 111,265 $ 150 $ $ 111,415 8N-CS55 8N-CS52 20156 VCP 12 295 9 2 2 $ 20,671 $ 1,350 $ $ 22,021 8N-CS61 8N-CS49 20148 VCP 12 236 8 2 2 $ 16,499 $ 1,200 $ $ 17,699 8S-CS57 8S-CS51 19935 RCP 15 38 0 2 2 $ 3,264 $ - $ $ 3,264 8S-CS64 8S-CS62 20132 RCP 15 236 0 2 2 $ 20,060 $ - $ $ 20,060 8S-CS80 8S-CS89 19962 VCP 8 219 2 2 2 $ 9,869 $ 300 $ $ 10,169 8S-CS82 8S-CS94 19967 RCP 12 114 0 2 2 $ 7,980 $ - $ $ 7,980 8S-CS83 9S-CS83 19565 VCP 8 229 1 2 2 $ 10,301 $ 150 $ $ 10,451 8S-CS89 8S-CS110 19963 VCP 15 349 0 2 2 $ 29,665 $ - $ $ 29,665 9S-CS26 9S-CS12 20217 33 9 0 2 2 $ 1,740 $ $ $ 1,740 26S-CS22 26S-CS50 20265 RCP 12 109 1 1 3 $ - $ $ $ - 8S-CS109 8S-CS110 19961 RCP 33 155 0 1 2 $ $ $ $ 14N-CS30 14N-CS34 19727 RCP 27 321 0 1 1 $ $ $ $ 25S-CS7 25S-CS8 20051 VCP 8 52 1 1 1 $ $ $ $ 4N-CS26 4N-CS33 19590 VCP 8 303 0 1 1 $ $ $ $ 5N-CS45 5N-CS46 20283 VCP 12 300 1 1 1 $ $ $ $ 6S-CS14 6S-CS18 19853 VCP 12 199 4 1 1 $ $ $ $ 6S-CS40 6S-CS69 20319 RCP 21 375 0 1 1 $ $ $ $ 8N-CS50 8N-CS48 20158 VCP 15 79 0 1 1 $ $ $ $ 8N-CS7 8N-CS25 20165 VCP 8 434 11 1 1 $ $ $ $ 8S-CS23 8S-CS119 19898 VCP 12 106 4 1 1 $ $ $ $ 07S-BT20 7S-CS56 19944 12 51 0 0 0 $ $ $ $ 10S-CS13 1OAlSMWRD02 20399 8 47 0 0 0 $ $ $ $ 1OS-CS35 1OS-CS34 20110 12 40 0 0 0 $ $ $ $ 14N-CS10 14N-CS11 19719 VCP 12 110 2 0 0 $ $ $ $ 14N-CS11 14N-CS17 19720 VCP 15 99 1 0 0 $ $ $ $ 14N-CS13 14N-CS14 19739 RCP 15 12 1 0 0 $ $ $ $ 14N-CS19 14N-CS20 19735 RCP 12 15 1 0 0 $ $ $ $ 14N-CS23 14N-CS24 19746 RCP 12 15 1 0 0 $ $ $ $ 14N-CS26 14N-CS30 19724 RCP 24 304 0 0 0 $ $ $ $ Page 11 of 17 42 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 2 Recommended Rehabilitation Work - Sorted by Overall Structural Grade 14N-CS27 14N-CS31 19734 CONC 36 304 0 0 0 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. 0 0 $ $ $ $ 14N-CS37 14N-CS73 No VCP 12 Length 0 Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 14N-CS42 19732 RCP 30 132 0 0 0 $ $ $ $ Cost 14N-CS72 14N-CS27 14N-CS31 19734 CONC 36 304 0 0 0 $ $ $ $ 14N-CS35 14N-CS39 19742 RCP 48 327 0 0 0 $ $ $ $ 14N-CS37 14N-CS73 20312 VCP 12 160 0 0 0 $ $ $ $ 14N-CS38 14N-CS42 19732 RCP 30 132 0 0 0 $ $ $ $ 14N-CS47 14N-CS72 20315 VCP 12 219 10 0 0 $ $ $ $ 14N-CS50 14N-CS51 20176 RCP 12 109 0 0 0 $ $ $ $ 14N-CS51 14N-CS53 20177 RCP 12 15 0 0 0 $ $ $ $ 14N-CS53 14N-CS54 20178 RCP 12 17 0 0 0 $ $ $ $ 14N-CS54 14N-CS55 20179 RCP 12 156 0 0 0 $ $ $ $ 14N-CS57 14N-CS47 20180 VCP 12 218 8 0 0 $ $ $ $ 14N-CS72 14N-CS36 20109 VCP 12 206 6 0 0 $ $ $ $ 14N-CS9 14N-CS16 19744 RCP 18 295 0 0 0 $ $ $ $ 15N-CS13 15N-CS14 19689 PVC 12 9 1 0 0 $ $ $ $ 15N-CS19 15N-CS26 19679 RCP 24 193 0 0 0 $ $ $ $ 15N-CS20 15N-CS27 19677 PVC 18 189 6 0 0 $ $ $ $ 15N-CS20 15N-CS19 19678 VCP 12 17 1 0 0 $ $ $ $ 15N-CS22 15N-CS30 19778 RCP 27 278 0 0 0 $ $ $ $ 15N-CS30 15N-CS32 19681 RCP 60 321 0 0 0 $ $ $ $ 15N-CS33 15N-CS36 19783 RCP 36 326 1 0 0 $ $ $ $ 15N-CS34 15N-CS35 19683 RCP 60 298 0 0 0 $ $ $ $ 15N-CS35 16N-CS12 19684 RCP 60 63 0 0 0 $ $ $ $ 15N-CS36 16N-CS13 19784 RCP 36 71 0 0 0 $ $ $ $ 15N-CS69 6N-CS49 20418 RCP 30 128 5 0 0 $ $ $ $ 15N-CS73 16N-CS43 19794 VCP 12 41 1 0 0 $ $ $ $ 15N-CS77 16N-CS30 19790 VCP 12 36 1 0 0 $ $ $ $ 15S-CS10 15S-CS11 19756 PVC 15 246 7 0 0 $ $ $ $ 15S-CS11 15S-CS15 19757 PVC 15 202 6 0 0 $ $ $ $ 15S-CS15 15S-CS19 19758 PVC 15 184 4 0 0 $ $ $ $ 15S-CS19 15S-CS23 19759 PVC 18 258 2 0 0 $ $ $ $ 15S-CS20 15S-CS24 19763 PVC 8 217 3 0 0 $ $ $ $ 15S-CS23 15S-CS25 19760 PVC 18 116 2 0 0 $ $ $ $ 15S-CS24 15S-CS26 19764 PVC 8 125 2 0 0 $ $ $ $ 15S-CS25 15S-CS29 19761 PVC 18 153 2 0 0 $ $ $ $ 15S-CS26 15S-CS31 19765 RCP 8 129 2 0 0 $ $ $ $ 15S-CS31 15S-CS29 19766 DI 12 42 0 0 0 $ $ $ $ 15S-CS41 15S-CS37 19768 CIPP 12 247 10 0 0 $ $ $ $ 15S-CS52 15S-CS51 19776 PVC 8 178 4 0 0 $ $ $ $ 15S-CS53 15S-CS52 19775 PVC 8 148 6 0 0 $ $ $ $ 15S-CS54 15S-CS53 19774 PVC 8 198 4 0 0 $ $ $ $ 16N-CS10 16N-CS11 19807 RCP 27 143 0 0 0 $ $ $ $ 16N-CS12 16N-CS15 19809 RCP 66 333 0 0 0 $ $ $ $ 16N-CS16 16N-CS27 19818 PVC 12 164 4 0 0 $ $ $ $ 16N-CS19 16N-CS21 19831 RCP 36 181 1 0 0 $ $ $ $ 16N-CS21 16N-CS23 19832 RCP 36 183 0 0 0 $ $ $ $ 16N-CS23 17N-CS5 20364 RCP 36 307 2 0 0 $ $ $ $ 16N-CS26 16N-CS33 19820 PVC 15 331 12 0 0 $ $ $ $ 16N-CS27 16N-CS26 19819 PVC 12 165 8 0 0 $ $ $ $ 16N-CS30 16N-CS32 19812 RCP 24 345 0 0 0 $ $ $ $ 16N-CS32 16N-CS37 19813 RCP 66 254 0 0 0 $ $ $ $ 16N-CS33 16N-CS39 19821 PVC 15 99 4 0 0 $ $ $ $ Page 12 of 17 43 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 2 Recommended Rehabilitation Work - Sorted by Overall Structural Grade 16N-CS37 16N-CS46 19814 RCP 66 402 0 0 0 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. 0 0 $ $ $ $ 16N-CS39 16N-CS38 No PVC 18 Length 8 Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 16N-CS5 19805 RCP 21 216 0 0 0 $ $ $ $ Cost 16N-CS45 16N-CS37 16N-CS46 19814 RCP 66 402 0 0 0 $ $ $ $ 16N-CS38 16N-CS48 20115 PVC 18 312 7 0 0 $ $ $ $ 16N-CS39 16N-CS38 19822 PVC 18 215 8 0 0 $ $ $ $ 16N-CS4 16N-CS5 19805 RCP 21 216 0 0 0 $ $ $ $ 16N-CS43 16N-CS45 19815 PVC 12 176 0 0 0 $ $ $ $ 16N-CS46 16N-CS50 19817 RCP 66 368 0 0 0 $ $ $ $ 16N-CS48 16N-CS47 19557 18 57 0 0 0 $ $ $ $ 16N-CS50 16N-CS52 19825 RCP 66 367 0 0 0 $ $ $ $ 16N-CS52 8N-CS1 19676 RCP 66 285 0 0 0 $ $ $ $ 16S-CS13 16S-CS17 20088 CIPP 18 217 6 0 0 $ $ $ $ 16S-CS15 16S-CS19 19777 CIPP 18 190 6 0 0 $ $ $ $ 16S-CS25 16S-CS28 20089 CIPP 24 228 9 0 0 $ $ $ $ 16S-CS28 16S-CS31 20090 CIPP 24 234 9 0 0 $ $ $ $ 16S-CS30 16S-CS32 20279 CIPP 18 180 4 0 0 $ $ $ $ 16S-CS39 16S-CS38 20246 CIPP 8 183 5 0 0 $ $ $ $ 16S-CS46 16S-CS42 20092 CIPP 12 215 7 0 0 $ $ $ $ 16S-CS58 16S-CS6IMWRD 20248 RCP 42 140 0 0 0 $ $ $ $ 16S-CS60 16S-CS40 20223 12 123 0 0 0 $ $ $ $ 16S-CS70 16S-CS76MWRD 20117 RCP 72 145 2 0 0 $ $ $ $ 16S-CS81 16S-CS70 19563 RCP 72 615 0 0 0 $ $ $ $ 16S-CS9 16S-CS13 20087 CIPP 18 213 9 0 0 $ $ $ $ 17N-CS1 17N-BT09 20414 RCP 15 212 1 0 0 $ $ $ $ 17N-CS2 17N-CS3 19836 RCP 18 339 0 0 0 $ $ $ $ 17N-CS4 8N-CS6 20335 RCP 21 73 0 0 0 $ $ $ $ 19S-CS2 19S-CS9 20263 VCP 36 95 0 0 0 $ $ $ $ 19S-CS4 19S-CS5 20225 58 656 0 0 0 $ $ $ $ 19S-CS5 19S-CS6 20226 58 670 2 0 0 $ $ $ $ 19S-CS6 19S-CS7MWRD 20227 58 552 2 0 0 $ $ $ $ 19S-CS9 19S-CS10MWRD 20264 RCP 36 103 1 0 0 $ $ $ $ 24S-CS11 24S-CS13 20019 RCP 18 225 6 0 0 $ $ $ $ 24S-CS20 24S-CS14 20017 VCP 15 311 6 0 0 $ $ $ $ 24S-CS41 24S-CS24 20347 RCP 12 192 6 0 0 $ $ $ $ 24S-CS6 24S-CS7 20023 RCP 15 282 6 0 0 $ $ $ $ 25S-CS1 25S-CS38 20061 RCP 30 7 0 0 0 $ $ $ $ 25S-CS12 25S-CS39 20044 RCP 24 544 14 0 0 $ $ $ $ 25S-CS13 25S-CS21 20054 VCP 15 74 1 0 0 $ $ $ $ 25S-CS16 25S-CS17 20041 RCP 24 63 0 0 0 $ $ $ $ 25S-CS25 25S-CS16 20040 RCP 18 292 9 0 0 $ $ $ $ 25S-CS28 25S-CS27 20049 RCP 21 65 2 0 0 $ $ $ $ 25S-CS31 25S-CS28 20048 VCP 15 247 4 0 0 $ $ $ $ 25S-CS36 25S-CS41 20046 VCP 8 47 0 0 0 $ $ $ $ 25S-CS41 25S-CS31 20047 VCP 12 155 1 0 0 $ $ $ $ 25S-CS44 25S-CS28 20045 VCP 18 17 0 0 0 $ $ $ $ 25S-CS46 25S-CS54 20302 15 384 0 0 0 $ $ $ $ 25S-CS49 16S-CS59 20298 24 319 3 0 0 $ $ $ $ 25S-CS51 25S-CS49 20060 21 396 0 0 0 $ $ $ $ 25S-CS54 25S-CS51 20391 24 389 0 0 0 $ $ $ $ 25S-CS6 26S-CS45 20363 12 19 0 0 0 $ $ $ $ 26S-CS13 25S-CS53 20059 PVC 21 107 0 0 0 $ $ $ $ 26S-CS13 26S-CS43 20390 21 6 0 0 0 $ $ $ $ Page 13 of 17 44 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 2 Recommended Rehabilitation Work - Sorted by Overall Structural Grade 26S-CS16 26S-CS15 20075 VCP 18 199 0 0 0 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. 0 0 $ $ $ $ 26S-CS42 26S-CS41 No VCP 12 Length 1 Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 16S-CS58 20275 RCP 42 403 0 0 0 $ $ $ $ Cost 26S-CS13 26S-CS16 26S-CS15 20075 VCP 18 199 0 0 0 $ $ $ $ 26S-CS23 26S-CS21 20085 CIPP 18 157 2 0 0 $ $ $ $ 26S-CS42 26S-CS41 20065 VCP 12 85 1 0 0 $ $ $ $ 26S-CS45 16S-CS58 20275 RCP 42 403 0 0 0 $ $ $ $ 26S-CS50 26S-CS13 20304 RCP 12 128 0 0 0 $ $ $ $ 26S-CS53 26S-CS16 20271 18 25 0 0 0 $ $ $ $ 26S-CS67 26S-CS3 19538 CIPP 12 184 6 0 0 $ $ $ $ 26S-CS7 26S-CS44 20268 RCP 42 407 0 0 0 $ $ $ $ 3N-CS1 3N-CS2 19571 VCP 12 290 6 0 0 $ $ $ $ 3N-CS10 3N-CS46 19573 VCP 12 111 3 0 0 $ $ $ $ 3N-CS27 3N-CS30 19536 VCP 15 1 0 0 0 $ $ $ $ 3N-CS28 3N-CS32 20348 12 1 0 0 0 $ $ $ $ 3N-CS46 3N-CS9 19574 VCP 12 180 8 0 0 $ $ $ $ 3N-CS52 3N-CS53 19580 RCP 30 156 1 0 0 $ $ $ $ 3N-CS53 3N-CS7 19581 RCP 33 152 0 0 0 $ $ $ $ 3N-CS56 3N-CS55 19576 RCP 24 84 0 0 0 $ $ $ $ 3N-CS7 3N-CS8 19582 RCP 30 4 0 0 0 $ $ $ $ 3N-CS8 4N-CS15 19583 RCP 30 154 0 0 0 $ $ $ $ 4N-CS10 4N-CS13 19587 RCP 30 206 3 0 0 $ $ $ $ 4N-CS11 4N-CS14 19543 RCP 26 123 2 0 0 $ $ $ $ 4N-CS14 4N-CS19 19545 RCP 26 308 2 0 0 $ $ $ $ 4N-CS15 4N-CS16 19546 RCP 30 160 1 0 0 $ $ $ $ 4N-CS16 4N-CS17 19547 RCP 30 150 2 0 0 $ $ $ $ 4N-CS18 4N-CS19 19549 RCP 30 18 0 0 0 $ $ $ $ 4N-CS19 4N-CS22 19552 RCP 36 358 6 0 0 $ $ $ $ 4N-CS2 4N-CS3 19541 VCP 15 220 2 0 0 $ $ $ $ 4N-CS21 4N-CS22 19554 VCP 10 17 0 0 0 $ $ $ $ 4N-CS23 4N-CS25 19589 RCP 36 171 1 0 0 $ $ $ $ 4N-CS25 5N-CS73 20334 42 124 0 0 0 $ $ $ $ 4N-CS28 4N-CS19 19537 RCP 24 86 0 0 0 $ $ $ $ 4N-CS3 4N-CS11 19542 RCP 26 356 7 0 0 $ $ $ $ 4N-CS31 4N-CS32 19551 RCP 12 57 0 0 0 $ $ $ $ 4N -CSS 4N-CS10 19716 RCP 30 192 0 0 0 $ $ $ $ 4N-CS8 4N-CS14 19544 RCP 10 215 0 0 0 $ $ $ $ 5N-CS28 5N-CS35 19619 VCP 12 329 8 0 0 $ $ $ $ 5N-CS35 4N-CS41 19620 12 76 0 0 0 $ $ $ $ 5N-CS35 5N-CS36 19621 VCP 12 65 1 0 0 $ $ $ $ 5N-CS40 5N-CS45 20282 VCP 12 56 0 0 0 $ $ $ $ 5N-CS57 5N-CS60 20284 RCP 42 738 0 0 0 $ $ $ $ 5N-CS60 6S-CS74 20317 RCP 60 61 0 0 0 $ $ $ $ 5N-CS68 5S-CS5 20229 12 54 0 0 0 $ $ $ $ 5N-CS69 5N-CS57 19628 RCP 42 531 0 0 0 $ $ $ $ 5N-CS73 5N-CS71 20333 RCP 42 210 1 0 0 $ $ $ $ 5S-CS1 5S-CS8 19838 VCP 12 156 0 0 0 $ $ $ $ 5S-CS6 5S-CS7 19844 RCP 42 393 0 0 0 $ $ $ $ 5S-CS7 6S-CS59 19874 RCP 42 379 0 0 0 $ $ $ $ 5S-CS8 5S-CS9 20316 VCP 12 6 0 0 0 $ $ $ $ 6N-CS11 6N-CS6 19633 RCP 33 324 14 0 0 $ $ $ $ 6N-CS16 6N-CS11 19632 RCP 33 331 15 0 0 $ $ $ $ 6N-CS37 6N-CS40 19703 VCP 12 245 1 0 0 $ $ $ $ Page 14 of 17 45 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 2 Recommended Rehabilitation Work - Sorted by Overall Structural Grade 6N-CS43 7S-CS1 19706 VCP 15 40 0 0 0 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. 0 0 $ $ $ $ 6N-CS8 6N-CS9 No RCP 42 Length 0 Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 6N-CS10 19649 RCP 42 320 0 0 0 $ $ $ $ Cost 6S-CS73 6N-CS43 7S-CS1 19706 VCP 15 40 0 0 0 $ $ $ $ 6N-CS47 7N-CS38 19705 VCP 12 31 0 0 0 $ $ $ $ 6N-CS8 6N-CS9 19645 RCP 42 323 0 0 0 $ $ $ $ 6N-CS9 6N-CS10 19649 RCP 42 320 0 0 0 $ $ $ $ 6S-CS1 6S-CS73 19846 VCP 8 22 1 0 0 $ $ $ $ 6S-CS10 6S-CS16 19863 CIPP 12 212 8 0 0 $ $ $ $ 6S-CS17 6S-CS23 19868 CIPP 12 184 6 0 0 $ $ $ $ 6S-CS23 6S-CS28 19869 VCP 12 220 8 0 0 $ $ $ $ 6S-CS28 6S-CS32 19870 CIPP 12 218 9 0 0 $ $ $ $ 6S-CS32 6S-CS38 19871 CIPP 12 217 8 0 0 $ $ $ $ 6S-CS35 6S-CS39 19866 PVC 12 14 0 0 0 $ $ $ $ 6S-CS39 6S-CS40 19867 RCP 21 371 0 0 0 $ $ $ $ 6S-CS59 6S-CS60 20280 RCP 42 372 0 0 0 $ $ $ $ 6S-CS60 6S-CS61 20281 RCP 42 368 0 0 0 $ $ $ $ 6S-CS61 6S-CS64 20100 VCP 15 12 0 0 0 $ $ $ $ 6S-CS61 6S-CS65 20101 RCP 42 378 0 0 0 $ $ $ $ 6S-CS64 16S-CS9 20231 CIPP 18 218 7 0 0 $ $ $ $ 6S-CS65 16S-CS81 20102 RCP 72 655 3 0 0 $ $ $ $ 6S-CS68 6S-CS65 20321 RCP 60 542 10 0 0 $ $ $ $ 6S-CS69 6S-CS68 20118 RCP 60 647 12 0 0 $ $ $ $ 6S-CS7 6S-CS13 19875 RCP 18 148 0 0 0 $ $ $ $ 6S-CS7 6S-CS77 20400 8 22 0 0 0 $ $ $ $ 6S-CS70 6S-CS69 20119 RCP 60 582 11 0 0 $ $ $ $ 6S-CS72 6S-CS70 20097 RCP 60 789 1 0 0 $ $ $ $ 6S-CS73 6S-CS2 19847 VCP 12 219 2 0 0 $ $ $ $ 6S-CS74 6S-CS72 20120 RCP 60 197 0 0 0 $ $ $ $ 7N-CS19 7N-CS18 19672 VCP 15 52 0 0 0 $ $ $ $ 7N-CS29 7N-CS23 19670 VCP 15 196 6 0 0 $ $ $ $ 7N-CS40 7S-CS5 20108 RCP 12 41 0 0 0 $ $ $ $ 7N-CS9 8N-CS22 19668 RCP 60 370 0 0 0 $ $ $ $ 7S-CS12 7S-CS62 19881 PVC 12 244 3 0 0 $ $ $ $ 7S-CS13A 7S-CS13 20105 VCP 21 3 0 0 0 $ $ $ $ 7S-CS18 7S-CS12 19880 CONC 12 201 1 0 0 $ $ $ $ 7S-CS19 7S-CS89 20395 12 9 0 0 0 $ $ $ $ 7S-CS2 7S-CS80 20381 PVC 18 21 0 0 0 $ $ $ $ 7S-CS47 6S-CS68 20199 RCP 30 371 0 0 0 $ $ $ $ 7S-CS59 7S-CS60 20124 VCP 21 18 0 0 0 $ $ $ $ 7S-CS62 7S-CS2 20125 12 9 0 0 0 $ $ $ $ 7S-CS63 7S-CS2 19879 VCP 15 172 0 0 0 $ $ $ $ 7S-CS64 7S-CS65 19892 PVC 66 230 0 0 0 $ $ $ $ 7S-CS65 7S-CS66 19893 66 219 0 0 0 $ $ $ $ 7S-CS67 7S-CS62 20127 PVC 12 9 0 0 0 $ $ $ $ 7S-CS72 7S-CS3 20376 PVC 12 21 0 0 0 $ $ $ $ 7S-CS73 7S-CS73 20373 RCP 60 44 2 0 0 $ $ $ $ 7S-CS75 7S-CS79 20379 12 212 1 0 0 $ $ $ $ 7S-CS76 7S-CS78 20372 RCP 60 259 1 0 0 $ $ $ $ 7S-CS77 7S-CS72 20375 PVC 12 4 0 0 0 $ $ $ $ 7S-CS79 7S-CS72 20377 12 285 2 0 0 $ $ $ $ 7S-CS80 7S-CS1 19882 PVC 18 328 2 0 0 $ $ $ $ 7S-CS-IN1114 7S-CS82 20385 RCP 24 135 0 0 0 $ $ $ $ Page 15 of 17 46 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 2 Recommended Rehabilitation Work - Sorted by Overall Structural Grade 8N-CS1 8N-CS3 20133 RCP 66 396 0 0 0 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. 0 0 $ $ $ $ 8N-CS11 8N-CS12 No 66 Length 0 Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 8N-CS15 20172 66 146 0 0 0 $ $ $ $ Cost 8N-CS14 8N-CS1 8N-CS3 20133 RCP 66 396 0 0 0 $ $ $ $ 8N-CS10 8N-CS11 20128 66 4 0 0 0 $ $ $ $ 8N-CS11 8N-CS12 20171 66 25 0 0 0 $ $ $ $ 8N-CS12 8N-CS15 20172 66 146 0 0 0 $ $ $ $ 8N-CS13 8N-CS14 20167 RCP 36 35 0 0 0 $ $ $ $ 8N-CS14 8N-CS58 20168 RCP 36 88 0 0 0 $ $ $ $ 8N-CS15 8N-CS16 20173 66 176 0 0 0 $ $ $ $ 8N-CS19 8N-CS23 20139 VCP 10 332 11 0 0 $ $ $ $ 8N-CS21 08N-BT01 20103 21 7 0 0 0 $ $ $ $ 8N-CS22 8N-CS23 20137 RCP 60 364 0 0 0 $ $ $ $ 8N-CS23 8N-CS56 20161 RCP 60 285 1 0 0 $ $ $ $ 8N-CS3 8N-CS5 20134 RCP 66 390 0 0 0 $ $ $ $ 8N-CS32 8N-CS31 20144 VCP 15 28 0 0 0 $ $ $ $ 8N-CS38 9N-CS3 19656 RCP 42 393 0 0 0 $ $ $ $ 8N-CS44 8N-CS41 20142 VCP 15 352 9 0 0 $ $ $ $ 8N-CS48 8N-CS43 20159 VCP 15 244 1 0 0 $ $ $ $ 8N-CS5 8N-CS8 20169 RCP 66 39 0 0 0 $ $ $ $ 8N-CS54 8N-CS61 20147 VCP 12 294 6 0 0 $ $ $ $ 8N-CS58 8N-CS62 20121 RCP 36 121 0 0 0 $ $ $ $ 8N-CS6 8N-CS21 20122 RCP 21 398 0 0 0 $ $ $ $ 8N-CS60 8N-CS35 20146 RCP 30 200 0 0 0 $ $ $ $ 8N-CS62 8N-CS67 20433 60 211 5 0 0 $ $ $ $ 8N-CS8 8N-CS10 20170 RCP 66 64 0 0 0 $ $ $ $ 8N-CS9 8N-CS13 20166 RCP 36 46 0 0 0 $ $ $ $ 8S-CS1 8S-CS2 19897 VCP 18 8 0 0 0 $ $ $ $ 8S-CS10 8S-CS117 19910 VCP 24 274 8 0 0 $ $ $ $ 8S-CS106 8S-CS109 19960 RCP 21 89 0 0 0 $ $ $ $ 8S-CS110 8S-CS111 19964 RCP 33 211 0 0 0 $ $ $ $ 8S-CS111 8S-CS113 19965 RCP 33 371 0 0 0 $ $ $ $ 8S-CS112 08S-BT20 20130 15 7 0 0 0 $ $ $ $ 8S-CS113 19S-CS11 20406 36 375 0 0 0 $ $ $ $ 8S-CS120 8S-CS119 19899 12 32 1 0 0 $ $ $ $ 8S-CS122 8S-CS34 19925 12 28 0 0 0 $ $ $ $ 8S-CS16 8S-CS21 19916 RCP 30 319 1 0 0 $ $ $ $ 8S-CS37 8S-CS38 19921 VCP 12 24 4 0 0 $ $ $ $ 8S-CS39 8S-CS41 19930 RCP 33 10 0 0 0 $ $ $ $ 8S-CS39 8S-CS40 19938 VCP 15 7 0 0 0 $ $ $ $ 8S-CS41 8S-CS42 19931 RCP 33 151 0 0 0 $ $ $ $ 8S-CS46 8S-CS45 19933 VCP 15 1 0 0 0 $ $ $ $ 8S-CS64 8S-CS69 19955 VCP 21 162 0 0 0 $ $ $ $ 8S-CS65 8S-CS57 19929 PVC 12 138 4 0 0 $ $ $ $ 8S-CS70 8S-CS71 20230 12 8 0 0 0 $ $ $ $ 8S-CS73 8S-CS76 20380 VCP 12 230 1 0 0 $ $ $ $ 8S-CS75 8S-CS79 19957 RCP 21 106 0 0 0 $ $ $ $ 8S-CS79 8S-CS85 19958 RCP 21 177 0 0 0 $ $ $ $ 8S-CS85 8S-CS99 19959 RCP 21 163 0 0 0 $ $ $ $ 8S-CS91 8S-CS92 19970 VCP 8 49 1 0 0 $ $ $ $ 8S-CS92 8S-CS93 19971 VCP 8 217 3 0 0 $ $ $ $ 9N-CS1 9N-CS6 20430 RCP 48 161 0 0 0 $ $ $ $ 9N-CS3 9N-CS4 20288 RCP 42 299 0 0 0 $ $ $ $ Page 16 of 17 47 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 2 Recommended Rehabilitation Work - Sorted by Overall Structural Grade 9N-CS4 MWRD-001MH 20289 RCP 42 308 0 0 0 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. 0 0 0 $ $ $ $ No 9S-CS27 20219 Length 33 Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost $ $ 9S-CS28 9S-CS25 20357 57 770 1 0 0 Cost $ 9N-CS4 MWRD-001MH 20289 RCP 42 308 0 0 0 $ $ $ $ 9S-CS25 9S-CS38 20005 Category 3 83 215 0 0 0 $ $ $ $ 9S-CS28 9S-CS27 20219 $ 33 6 0 0 0 $ $ $ $ 9S-CS28 9S-CS25 20357 57 770 1 0 0 $ $ $ $ 9S-CS33 9S-CS19 20324 RCP 8 33 0 0 0 $ $ $ $ 9S-CS34 19S-CS12 20355 58 419 3 0 0 $ $ $ $ 9S-CS37 9S-CS28 19973 RCP 36 364 0 0 0 $ $ $ $ 9S-CS38 9S-CS34 20342 83 116 1 0 0 $ $ $ $ 9S-CS83 9S-CS38 19566 VCP 15 61 0 0 0 $ $ $ $ MWRD-001MH 9N-CS1 20290 RCP 42 204 0 0 0 $ $ $ $ Total Cost $ 15,697,949 $ 372,150 $ 35,000 $ 16,105,099 Category 5 $ 2,652,465 $ 85,800 $ 35,000 $ 2,773,265 Category $ 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 48 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 3 Recommended Rehabilitation Work - Sorted by Manhole Identification Number 07S-BT20 7S-CS56 19944 12 51 0 0 0 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. VCP 21 218 8 3 102 $ No $ 1,200 Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 343 11 5 44 $ 23,982 $ 1,650 $ $ 25,632 Cost 10S-CS17 07S-BT20 7S-CS56 19944 12 51 0 0 0 $ - $ - $ $ - 10S-CS10 10S-CS12 19981 VCP 21 218 8 3 102 $ 27,188 $ 1,200 $ $ 28,388 10S-CS11 10S-CS16 19978 VCP 12 343 11 5 44 $ 23,982 $ 1,650 $ $ 25,632 10S-CS12 10S-CS17 19982 VCP 24 322 12 4 342 $ 48,240 $ 1,800 $ $ 50,040 10S-CS13 10AlSMWRD02 20399 8 47 0 0 0 $ - $ - $ $ - 10S-CS14 10S-CS13 19994 VCP 8 325 4 3 3 $ 14,630 $ 600 $ $ 15,230 10S-CS15 10S-CS18 19977 VCP 15 346 10 4 346 $ 29,410 $ 1,500 $ $ 30,910 10S-CS17 10S-CS20 19983 VCP 24 317 14 5 786 $ 47,565 $ 2,100 $ $ 49,665 10S-CS21 10S-CS14 19995 VCP 8 295 4 2 2 $ 13,257 $ 600 $ $ 13,857 10S-CS23 10S-CS38 19986 VCP 12 332 14 4 29 $ 23,240 $ 2,100 $ $ 25,340 10S-CS24 10S-CS25 19991 VCP 12 183 4 5 82 $ 12,824 $ 600 $ $ 13,424 10S-CS24 10S-CS33 19992 VCP 12 463 21 5 52 $ 32,389 $ 3,150 $ $ 35,539 10S-CS27 10S-CS29 19984 VCP 12 376 15 5 38 $ 26,306 $ 2,250 $ $ 28,556 10S-CS27 10S-CS23 19985 VCP 12 309 11 5 144 $ 21,630 $ 1,650 $ $ 23,280 10S-CS28 10S-CS37 19988 VCP 12 80 2 2 6 $ 5,621 $ 300 $ $ 5,921 10S-CS28 20S-CS3 19990 VCP 12 414 15 2 30 $ 28,987 $ 2,250 $ $ 31,237 10S-CS29 20S-CS5 19987 VCP 12 324 14 4 34 $ 22,701 $ 2,100 $ $ 24,801 10S-CS3 10S-CS4 19567 RCP 10 105 0 2 2 $ 5,781 $ - $ $ 5,781 10S-CS3 10S-CS6 19979 VCP 12 104 2 3 33 $ 7,245 $ 300 $ $ 7,545 10S-CS30 10S-CS34 20106 VCP 15 299 8 5 348 $ 25,432 $ 1,200 $ $ 26,632 10S-CS32 10S-CS15 19976 VCP 15 295 14 4 145 $ 25,075 $ 2,100 $ $ 27,175 10S-CS33 9S-CS35 20000 RCP 30 382 0 3 686 $ 66,763 $ - $ $ 66,763 10S-CS35 10S-CS34 20110 12 40 0 0 0 $ - $ - $ $ - 10S-CS36 10S-CS33 19999 RCP 30 381 1 3 688 $ 66,728 $ 150 $ $ 66,878 10S-CS37 10S-CS26 19989 VCP 12 195 9 5 38 $ 13,650 $ 1,350 $ $ 15,000 10S-CS38 10S-CS36 19998 RCP 27 389 0 3 705 $ 60,311 $ - $ $ 60,311 10S-CS6 10S-CS10 19980 VCP 18 216 8 4 308 $ 21,590 $ 1,200 $ $ 22,790 10S-CS7 10S-CS13 19993 VCP 8 333 5 3 3 $ 14,985 $ 750 $ $ 15,735 10S-CS8 10S-CS31 19975 VCP 12 143 7 3 23 $ 10,024 $ 1,050 $ $ 11,074 13N-CS11 4N-CS1 20174 VCP 12 319 2 5 56 $ 22,323 $ 300 $ $ 22,623 13N-CS12 4N-CS3 19715 VCP 15 316 2 5 80 $ 26,869 $ 300 $ $ 27,169 13N-CS8 13N-CS12 20175 VCP 12 324 7 4 284 $ 22,652 $ 1,050 $ $ 23,702 14N-CS1 14N-CS5 19717 VCP 10 321 6 4 63 $ 17,633 $ 900 $ $ 18,533 14N-CS10 14N-CS11 19719 VCP 12 110 2 0 0 $ - $ - $ $ - 14N-CS11 14N-CS17 19720 VCP 15 99 1 0 0 $ $ $ $ 14N-CS13 14N-CS14 19739 RCP 15 12 1 0 0 $ $ $ $ - 14N-CS13 14N-CS21 20111 VCP 15 311 10 5 79 $ 26,452 $ 1,500 $ $ 27,952 14N-CS14 14N-CS22 19740 RCP 24 310 0 2 3 $ 46,455 $ - $ $ 46,455 14N-CS15 14N-CS23 19730 VCP 15 314 10 4 138 $ 26,648 $ 1,500 $ $ 28,148 14N-CS16 14N-CS24 19745 RCP 18 338 0 3 21 $ 33,750 $ - $ $ 33,750 14N-CS17 14N-CS18 19721 VCP 15 212 4 2 6 $ 18,012 $ 600 $ $ 18,612 14N-CS18 14N-CS25 19722 PVC 18 221 4 2 12 $ 22,050 $ 600 $ $ 22,650 14N-CS19 14N-CS30 19726 VCP 18 314 12 2 25 $ 31,350 $ 1,800 $ $ 33,150 14N-CS19 14N-CS20 19735 RCP 12 15 1 0 0 $ - $ - $ $ - 14N-CS2 14N-CS6 19725 VCP 12 300 10 4 185 $ 20,993 $ 1,500 $ $ 22,493 14N-CS20 14N-CS31 19736 RCP 24 328 0 2 4 $ 49,140 $ - $ $ 49,140 14N-CS21 14N-CS22 20112 RCP 12 15 1 3 3 $ 8,000 $ 150 $ $ 8,150 14N-CS21 14N-CS34 20113 VCP 18 313 13 4 237 $ 31,270 $ 1,950 $ $ 33,220 14N-CS22 14N-CS35 19741 RCP 24 335 0 2 2 $ 50,220 $ - $ $ 50,220 14N-CS23 14N-CS38 19731 VCP 18 314 11 4 62 $ 31,410 $ 1,650 $ $ 33,060 Page 1 of 17 49 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 3 Recommended Rehabilitation Work - Sorted by Manhole Identification Number 14N-CS23 14N-CS24 19746 RCP 12 15 1 0 0 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. RCP 24 317 0 2 22 $ No $ Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 94 2 2 4 $ 9,380 $ 300 $ $ 9,680 Cost 14N-CS30 14N-CS23 14N-CS24 19746 RCP 12 15 1 0 0 $ - $ $ $ - 14N-CS24 14N-CS39 19747 RCP 24 317 0 2 22 $ 47,595 $ $ $ 47,595 14N-CS25 14N-CS26 19723 VCP 18 94 2 2 4 $ 9,380 $ 300 $ $ 9,680 14N-CS26 14N-CS30 19724 RCP 24 304 0 0 0 $ - $ - $ $ - 14N-CS27 14N-CS31 19734 CONC 36 304 0 0 0 $ - $ - $ $ - 14N-CS3 14N-CS7 19728 VCP 12 311 10 5 128 $ 21,784 $ 1,500 $ $ 23,284 14N-CS30 14N-CS34 19727 RCP 27 321 0 1 1 $ - $ - $ $ - 14N-CS31 14N-CS33 19737 RCP 42 271 0 2 4 $ 94,885 $ $ $ 94,885 14N-CS33 14N-CS35 19738 RCP 42 49 0 2 4 $ 16,975 $ $ $ 16,975 14N-CS35 14N-CS39 19742 RCP 48 327 0 0 0 $ - $ $ $ - 14N-CS37 14N-CS73 20312 VCP 12 160 0 0 0 $ $ $ $ 14N-CS38 14N-CS42 19732 RCP 30 132 0 0 0 $ $ $ $ - 14N-CS39 14N-CS41 19748 RCP 48 109 0 2 2 $ 49,095 $ $ $ 49,095 14N-CS41 15N-CS26 19749 RCP 48 214 0 2 80 $ 96,390 $ $ $ 96,390 14N-CS47 14N-CS72 20315 VCP 12 219 10 0 0 $ - $ $ $ - 14N-CS49 14N-CS59 20182 VCP 15 216 9 4 51 $ 18,326 $ 1,350 $ $ 19,676 14N-CS5 14N-CS10 19718 VCP 12 196 4 4 8 $ 13,685 $ 600 $ $ 14,285 14N-CS50 14N-CS51 20176 RCP 12 109 0 0 0 $ - $ - $ $ - 14N-CS51 14N-CS53 20177 RCP 12 15 0 0 0 $ $ $ $ 14N-CS53 14N-CS54 20178 RCP 12 17 0 0 0 $ $ $ $ 14N-CS54 14N-CS55 20179 RCP 12 156 0 0 0 $ $ $ $ 14N-CS57 14N-CS47 20180 VCP 12 218 8 0 0 $ $ $ $ - 14N-CS59 14N-CS63 20183 VCP 18 218 10 5 311 $ 21,780 $ 1,500 $ $ 23,280 14N-CS63 14N-CS68 20184 VCP 18 218 9 5 578 $ 21,810 $ 1,350 $ $ 23,160 14N-CS65 5N-CS6 20181 RCP 21 334 0 2 3 $ 41,800 $ - $ $ 41,800 14N-CS69 14N-CS26 20114 12 273 0 2 2 $ 19,131 $ $ $ 19,131 14N-CS72 14N-CS36 20109 VCP 12 206 6 0 0 $ - $ $ $ - 14N-CS73 14N-CS40 20313 VCP 12 162 0 3 75 $ 11,340 $ $ $ 11,340 14N-CS8 14N-CS15 19729 VCP 15 310 12 5 220 $ 26,367 $ 1,800 $ $ 28,167 14N-CS9 14N-CS16 19744 RCP 18 295 0 0 0 $ - $ - $ $ - 14S02 24S-CS33 20031 RCP 12 250 4 4 19 $ 17,507 $ 600 $ $ 18,107 15N-CS10 15N-CS16 19781 VCP 15 298 10 4 233 $ 25,296 $ 1,500 $ $ 26,796 15N-CS13 15N-CS14 19689 PVC 12 9 1 0 0 $ - $ - $ $ - 15N-CS14 15N-CS22 19690 RCP 27 318 0 2 2 $ 49,321 $ - $ $ 49,321 15N-CS16 15N-CS24 19782 VCP 15 296 9 4 16 $ 25,135 $ 1,350 $ $ 26,485 15N-CS17 15N-CS25 19785 RCP 10 258 5 3 459 $ 14,174 $ 750 $ $ 14,924 15N-CS19 15N-CS26 19679 RCP 24 193 0 0 0 $ - $ - $ $ - 15N-CS20 15N-CS27 19677 PVC 18 189 6 0 0 $ $ $ $ 15N-CS20 15N-CS19 19678 VCP 12 17 1 0 0 $ $ $ $ - 15N-CS21 15N-CS29 19687 VCP 18 261 9 5 914 $ 26,120 $ 1,350 $ $ 27,470 15N-CS22 15N-CS30 19778 RCP 27 278 0 0 0 $ - $ - $ $ - 15N-CS25 15N-CS37 19786 RCP 10 249 6 3 445 $ 13,701 $ 900 $ $ 14,601 15N-CS26 15N-CS30 19680 RCP 60 326 0 2 225 $ 179,245 $ - $ $ 179,245 15N-CS28 15N-CS29 19686 RCP 30 123 0 2 2 $ 21,578 $ $ $ 21,578 15N-CS29 15N-CS31 19688 RCP 36 320 0 5 8 $ 79,950 $ $ $ 79,950 15N-CS30 15N-CS32 19681 RCP 60 321 0 0 0 $ - $ $ $ - 15N-CS31 15N-CS33 19779 RCP 36 322 0 3 6 $ 80,525 $ $ $ 80,525 15N-CS32 15N-CS34 19682 RCP 60 324 0 3 34 $ 178,310 $ $ $ 178,310 15N-CS33 15N-CS36 19783 RCP 36 326 1 0 0 $ - $ $ $ - 15N-CS34 15N-CS35 19683 RCP 60 298 0 0 0 $ - $ $ $ Page 2 of 17 50 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 3 Recommended Rehabilitation Work - Sorted by Manhole Identification Number 15N-CS35 16N-CS12 19684 RCP 60 63 0 0 0 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. RCP 36 71 0 0 0 $ No $ Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 316 6 3 568 $ 17,353 $ 900 $ $ 18,253 Cost 15N-CS27 15N-CS35 16N-CS12 19684 RCP 60 63 0 0 0 $ $ $ $ 15N-CS36 16N-CS13 19784 RCP 36 71 0 0 0 $ $ $ $ - 15N-CS37 15N-CS46 19787 RCP 10 316 6 3 568 $ 17,353 $ 900 $ $ 18,253 15N-CS38 15N-CS27 19685 VCP 12 57 0 5 10 $ 9,000 $ - $ $ 9,000 15N-CS4 15N-CS10 19780 VCP 12 340 16 4 411 $ 23,772 $ 2,400 $ $ 26,172 15N-CS46 15N-CS52 19788 RCP 10 330 7 3 607 $ 18,161 $ 1,050 $ $ 19,211 15N-CS52 15N-CS77 19789 RCP 10 39 0 3 85 $ 7,000 $ - $ $ 7,000 15N-CS54 15N-CS60 19795 RCP 15 296 11 3 533 $ 25,169 $ 1,650 $ $ 26,819 15N-CS55 15N-CS61 19797 RCP 15 298 8 3 539 $ 25,364 $ 1,200 $ $ 26,564 15N-CS6 15N-CS11 20330 VCP 12 348 13 5 925 $ 24,360 $ 1,950 $ $ 26,310 15N-CS60 15N-CS69 19796 RCP 15 298 9 3 529 $ 25,322 $ 1,350 $ $ 26,672 15N-CS61 15N-CS70 19798 RCP 15 297 9 3 533 $ 25,220 $ 1,350 $ $ 26,570 15N-CS64 15N-CS72 19801 VCP 18 301 10 2 2 $ 30,100 $ 1,500 $ $ 31,600 15N-CS68 15N-CS73 19793 VCP 15 147 2 5 320 $ 12,461 $ 300 $ $ 12,761 15N-CS69 6N-CS49 20418 RCP 30 128 5 0 0 $ - $ - $ $ - 15N-CS70 6N-CS2 19799 VCP 18 336 12 4 57 $ 33,550 $ 1,800 $ $ 35,350 15N-CS71 6N-CS3 19800 VCP 18 333 13 4 32 $ 33,250 $ 1,950 $ $ 35,200 15N-CS72 6N-CS4 19802 VCP 18 334 13 3 6 $ 33,420 $ 1,950 $ $ 35,370 15N-CS73 16N-CS43 19794 VCP 12 41 1 0 0 $ - $ - $ $ - 15N-CS76 15N-CS65 19792 RCP 12 122 3 4 112 $ 8,533 $ 450 $ $ 8,983 15N-CS77 16N-CS30 19790 VCP 12 36 1 0 0 $ - $ - $ $ - 15N-CS77 15N-CS76 19791 12 78 0 3 137 $ 8,000 $ $ $ 8,000 15S-CS10 15S-CS11 19756 PVC 15 246 7 0 0 $ - $ $ $ - 15S-CS11 15S-CS15 19757 PVC 15 202 6 0 0 $ - $ $ $ - 15S-CS13 15S-CS17 20004 VCP 30 251 7 5 161 $ 43,873 $ 1,050 $ $ 44,923 15S-CS15 15S-CS19 19758 PVC 15 184 4 0 0 $ - $ - $ $ - 15S-CS17 15S-CS22 19752 VCP 30 147 6 3 87 $ 25,725 $ 900 $ $ 26,625 15S-CS19 15S-CS23 19759 PVC 18 258 2 0 0 $ - $ - $ $ - 15S-CS20 15S-CS24 19763 PVC 8 217 3 0 0 $ - $ - $ $ - 15S-CS22 15S-CS65MWRD 19753 VCP 30 250 9 3 85 $ 43,698 $ 1,350 $ $ 45,048 15S-CS23 15S-CS25 19760 PVC 18 116 2 0 0 $ - $ - $ $ - 15S-CS24 15S-CS26 19764 PVC 8 125 2 0 0 $ $ $ $ 15S-CS25 15S-CS29 19761 PVC 18 153 2 0 0 $ $ $ $ 15S-CS26 15S-CS31 19765 RCP 8 129 2 0 0 $ $ $ $ - 15S-CS29 15S-CS55MWRD 19762 VCP 18 107 1 4 64 $ 10,740 $ 150 $ $ 10,890 15S-CS3 15S-CS5 19937 VCP 15 198 4 5 114 $ 16,805 $ 600 $ $ 17,405 15S-CS31 15S-CS29 19766 DI 12 42 0 0 0 $ - $ - $ $ - 15S-CS36 15S-CS61MWRD 19769 VCP 12 98 1 2 6 $ 6,860 $ 150 $ $ 7,010 15S-CS38 15S-CS57MWRD 19773 VCP 12 123 6 4 60 $ 8,624 $ 900 $ $ 9,524 15S-CS4 15S-CS8 20001 VCP 30 442 16 4 238 $ 77,298 $ 2,400 $ $ 79,698 15S-CS41 15S-CS37 19768 CIPP 12 247 10 0 0 $ - $ - $ $ - 15S-CS44 15S-CS48 19770 VCP 12 345 4 3 195 $ 24,143 $ 600 $ $ 24,743 15S-CS45 15S-CS42 19772 RCP 12 168 2 3 3 $ 11,732 $ 300 $ $ 12,032 15S-CS48 15S-CS49 19771 VCP 15 351 8 4 478 $ 29,818 $ 1,200 $ $ 31,018 15S-CS52 15S-CS51 19776 PVC 8 178 4 0 0 $ - $ - $ $ - 15S-CS53 15S-CS52 19775 PVC 8 148 6 0 0 $ $ $ $ 15S-CS54 15S-CS53 19774 PVC 8 198 4 0 0 $ $ $ $ - 15S-CS6 15S-CS9 19754 VCP 15 298 8 4 464 $ 25,330 $ 1,200 $ $ 26,530 15S-CS7 15S-CS8 20002 VCP 18 361 0 3 10 $ 36,060 $ - $ $ 36,060 15S-CS70 15S-CS18 20420 VCP 18 124 2 3 126 $ 12,390 $ 300 $ $ 12,690 Page 3 of 17 51 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 3 Recommended Rehabilitation Work - Sorted by Manhole Identification Number 15S-CS71 TARP -003 20421 RCP 36 101 0 3 178 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. 440 17 4 226 $ 76,913 $ No $ $ 15S-CS9 Length 19755 Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost $ 29,700 $ 1,650 $ $ 16N-CS1 16N-CS2 19803 RCP 18 149 Cost 2 15S-CS71 TARP -003 20421 RCP 36 101 0 3 178 $ 25,275 $ - $ $ 15S-CS8 15S-CS13 20003 VCP 30 440 17 4 226 $ 76,913 $ 2,550 $ $ 15S-CS9 15S-CS12 19755 VCP 18 297 11 4 572 $ 29,700 $ 1,650 $ $ 16N-CS1 16N-CS2 19803 RCP 18 149 0 2 2 $ 14,910 $ - $ $ 16N-CS10 16N-CS11 19807 RCP 27 143 0 0 0 $ - $ $ $ 16N-CS11 16N-CS12 19808 RCP 30 166 0 2 2 $ 29,050 $ $ $ 16N-CS12 16N-CS15 19809 RCP 66 333 0 0 0 $ - $ $ $ 16N-CS13 16N-CS17 19828 RCP 36 341 1 3 608 $ 85,225 $ 150 $ $ 16N-CS15 16N-CS25 19810 RCP 66 285 0 2 2 $ 170,760 $ - $ $ 16N-CS16 16N-CS27 19818 PVC 12 164 4 0 0 $ - $ $ $ 16N-CS17 16N-CS18 19829 RCP 36 186 0 3 329 $ 46,425 $ $ $ 16N-CS18 16N-CS19 19830 RCP 36 173 0 3 308 $ 43,325 $ $ $ 16N-CS19 16N-CS21 19831 RCP 36 181 1 0 0 $ - $ $ $ 16N-CS2 16N-CS3 19804 RCP 18 144 0 2 2 $ 14,390 $ $ $ 16N-CS21 16N-CS23 19832 RCP 36 183 0 0 0 $ - $ $ $ 16N-CS23 17N-CS5 20364 RCP 36 307 2 0 0 $ - $ $ $ 16N-CS25 16N-CS32 19811 RCP 66 351 0 2 2 $ 210,480 $ $ $ 16N-CS26 16N-CS33 19820 PVC 15 331 12 0 0 $ - $ $ $ 16N-CS27 16N-CS26 19819 PVC 12 165 8 0 0 $ $ $ $ 16N-CS30 16N-CS32 19812 RCP 24 345 0 0 0 $ $ $ $ 16N-CS32 16N-CS37 19813 RCP 66 254 0 0 0 $ $ $ $ 16N-CS33 16N-CS39 19821 PVC 15 99 4 0 0 $ $ $ $ 16N-CS37 16N-CS46 19814 RCP 66 402 0 0 0 $ $ $ $ 16N-CS38 16N-CS48 20115 PVC 18 312 7 0 0 $ $ $ $ 16N-CS39 16N-CS38 19822 PVC 18 215 8 0 0 $ $ $ $ 16N-CS4 16N-CS5 19805 RCP 21 216 0 0 0 $ $ $ $ 16N-CS43 16N-CS45 19815 PVC 12 176 0 0 0 $ $ $ $ 16N-CS45 16N-CS46 19816 RCP 24 158 0 2 2 $ 23,760 $ $ $ 16N-CS46 16N-CS50 19817 RCP 66 368 0 0 0 $ - $ $ $ 16N-CS47 7N-CS2 19823 VCP 18 294 7 4 87 $ 29,370 $ 1,050 $ $ 16N-CS48 16N-CS47 19557 18 57 0 0 0 $ - $ - $ $ 16N-CS49 7N-CS3 19824 VCP 18 304 7 4 54 $ 30,400 $ 1,050 $ $ 16N-CS5 16N-CS10 19806 RCP 24 181 0 2 33 $ 27,090 $ - $ $ 16N-CS50 16N-CS52 19825 RCP 66 367 0 0 0 $ - $ $ $ 16N-CS52 8N-CS1 19676 RCP 66 285 0 0 0 $ - $ $ $ 16N-CS55 16N-CS44 19827 RCP 15 29 0 3 50 $ 9,000 $ $ $ 16N-CS8 16N-CS7 19560 VCP 15 273 4 5 12 $ 23,222 $ 600 $ $ 16S-CS13 16S-CS17 20088 CIPP 18 217 6 0 0 $ - $ - $ $ 16S-CS15 16S-CS19 19777 CIPP 18 190 6 0 0 $ - $ - $ $ 16S-CS24 16S-CS30 20278 VCP 18 218 10 3 25 $ 21,770 $ 1,500 $ $ 16S-CS25 16S-CS28 20089 CIPP 24 228 9 0 0 $ - $ - $ $ 16S-CS28 16S-CS31 20090 CIPP 24 234 9 0 0 $ $ $ $ 16S-CS30 16S-CS32 20279 CIPP 18 180 4 0 0 $ $ $ $ 16S-CS31 16S-CS72MWRD 20091 VCP 24 132 1 5 124 $ 19,800 $ 150 $ $ 16S-CS34 16S-CS35 20093 VCP 12 220 1 4 47 $ 15,400 $ 150 $ $ 16S-CS36 16S-CS35 20095 VCP 12 201 0 2 12 $ 14,070 $ - $ $ 16S-CS37 16S-CS36 20094 VCP 12 202 3 3 21 $ 14,147 $ 450 $ $ 16S-CS39 16S-CS38 20246 CIPP 8 183 5 0 0 $ - $ - $ $ 16S-CS43 16S-CS38 20245 VCP 12 193 2 5 11 $ 13,496 $ 300 $ $ 16S-CS45 16S-CS40 20249 VCP 27 220 5 4 31 $ 34,131 $ 750 $ $ 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 52 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 3 Recommended Rehabilitation Work - Sorted by Manhole Identification Number 16S-CS46 16S-CS42 20092 CIPP 12 215 7 0 0 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. 42 140 0 0 0 $ No $ Length 16S-CS60 Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 0 0 $ $ $ $ 16S-CS65 16S-CS58 20247 Cost 12 16S-CS46 16S-CS42 20092 CIPP 12 215 7 0 0 $ $ $ $ 16S-CS58 16S-CS61MWRD 20248 RCP 42 140 0 0 0 $ $ $ $ 16S-CS60 16S-CS40 20223 12 123 0 0 0 $ $ $ $ 16S-CS65 16S-CS58 20247 VCP 12 210 1 2 3 $ 14,693 $ 150 $ $ 16S-CS70 16S-CS76MWRD 20117 RCP 72 145 2 0 0 $ - $ - $ $ 16S-CS78 16S-CS20 20116 18 217 5 4 57 $ 21,690 $ 750 $ $ 16S-CS81 16S-CS70 19563 RCP 72 615 0 0 0 $ - $ - $ $ 16S-CS83 16S-CS21 20416 18 5 0 5 5 $ 11,000 $ $ 20,000 $ 16S-CS9 16S-CS13 20087 CIPP 18 213 9 0 0 $ - $ $ - $ 17N-CS1 17N-BT09 20414 RCP 15 212 1 0 0 $ $ $ $ 17N-CS2 17N-CS3 19836 RCP 18 339 0 0 0 $ $ $ $ 17N-CS22 17N-CS7 20331 36 494 0 3 884 $ 123,475 $ $ $ 17N-CS3 17N-CS4 19837 RCP 21 345 0 2 2 $ 43,063 $ $ $ 17N-CS4 8N-CS6 20335 RCP 21 73 0 0 0 $ - $ $ $ 17N-CS5 17N-CS6 19834 RCP 36 478 0 3 853 $ 119,375 $ $ $ 17N-CS6 17N-CS22 20332 RCP 36 541 1 3 970 $ 135,350 $ 150 $ $ 17N-CS7 8N-CS9 19835 RCP 36 119 0 3 211 $ 29,800 $ - $ $ 17S-CS10 17S-CS5 20256 VCP 12 160 3 4 63 $ 11,200 $ 450 $ $ 17S-CS12 17S-CS8 20258 VCP 12 172 1 4 151 $ 12,040 $ 150 $ $ 17S-CS14 17S-CS10 20255 VCP 12 157 6 4 242 $ 11,004 $ 900 $ $ 17S-CS16 17S-CS12 20257 VCP 12 148 0 4 112 $ 10,388 $ - $ $ 17S-CS22 17S-CS18 20254 VCP 12 154 1 5 296 $ 10,745 $ 150 $ $ 17S-CS23 17S-CS19 20329 VCP 12 145 2 3 47 $ 10,171 $ 300 $ $ 17S-CS26 17S-CS22 20253 VCP 12 144 4 4 406 $ 10,087 $ 600 $ $ 17S-CS32 17S-CS44 20383 12 120 2 3 126 $ 8,379 $ 300 $ $ 17S-CS34 17S-CS26 20252 VCP 12 145 1 4 328 $ 10,178 $ 150 $ $ 17S-CS36 17S-CS34 20251 VCP 12 247 6 4 10 $ 17,255 $ 900 $ $ 18S-CS11 18S-CS5 20387 10 199 0 3 9 $ 10,918 $ - $ $ 18S-CS3 18S-CS4 20260 VCP 12 376 8 4 201 $ 26,320 $ 1,200 $ $ 18S-CS4 18S-CS6 20261 VCP 15 267 7 3 33 $ 22,695 $ 1,050 $ $ 18S-CS5 18S-CS6 20259 RCP 24 378 2 4 42 $ 56,760 $ 300 $ $ 18S-CS6 19S-CS18 20422 VCP 24 795 1 5 350 $ 119,250 $ 150 $ $ 19S-CS1 19S-CS13 20367 33 310 1 5 1,371 $ 61,920 $ 150 $ $ 19S-CS11 19S-CS8 20224 CONC 90 461 0 2 2 $ 391,510 $ - $ $ 19S-CS13 19S-CS14 20368 33 357 0 5 1,712 $ 71,300 $ $ $ 19S-CS14 19S-CS15 20369 33 262 0 5 910 $ 52,400 $ $ $ 19S-CS15 19S-CS16 20370 33 317 2 5 1,280 $ 63,340 $ 300 $ $ 19S-CS16 19S-CS17 20371 33 218 2 5 1,155 $ 43,660 $ 300 $ $ 19S-CS17 19S-CS2 20262 33 215 0 5 658 $ 42,940 $ - $ $ 19S-CS18 19S-CS1 20423 VCP 24 295 0 4 354 $ 44,265 $ $ $ 19S-CS2 19S-CS9 20263 VCP 36 95 0 0 0 $ - $ $ $ 19S-CS4 19S-CS5 20225 58 656 0 0 0 $ $ $ $ 19S-CS5 19S-CS6 20226 58 670 2 0 0 $ $ $ $ 19S-CS6 19S-CS7MWRD 20227 58 552 2 0 0 $ $ $ $ 19S-CS8 19S-CS4 20228 CONC 90 332 0 3 91 $ 282,455 $ $ $ 19S-CS9 19S-CS10MWRD 20264 RCP 36 103 1 0 0 $ - $ $ $ 20S-CS1 9S-CS23 20008 VCP 24 386 7 5 189 $ 57,840 $ 1,050 $ $ 20S-CS2 20S-CS1 20007 VCP 24 423 8 2 107 $ 63,375 $ 1,200 $ $ 20S-CS3 20S-CS4 20009 VCP 15 204 6 3 18 $ 17,340 $ 900 $ $ 20S-CS4 20S-CS2 20010 VCP 15 130 0 3 21 $ 11,067 $ - $ $ 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 53 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 3 Recommended Rehabilitation Work - Sorted by Manhole Identification Number 20S-CS6 20S-CS7 20011 VCP 15 127 2 2 98 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. VCP 21 463 7 2 79 $ No $ 1,050 Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 572 0 5 5 $ 57,230 $ - $ $ 57,230 Cost 24S-CS2 20S-CS6 20S-CS7 20011 VCP 15 127 2 2 98 $ 10,761 $ 300 $ $ 11,061 20S-CS7 20S-CS2 20006 VCP 21 463 7 2 79 $ 57,863 $ 1,050 $ $ 58,913 20S-CS8 20S-CS7 20338 VCP 18 572 0 5 5 $ 57,230 $ - $ $ 57,230 24S-CS1 24S-CS2 20026 RCP 30 354 1 3 634 $ 61,915 $ 150 $ $ 62,065 24S-CS10 24S-CS11 20018 RCP 15 209 9 3 7 $ 17,774 $ 1,350 $ $ 19,124 24S-CS11 24S-CS13 20019 RCP 18 225 6 0 0 $ - $ - $ $ - 24S-CS13 24S-CS14 20020 RCP 18 279 5 4 16 $ 27,910 $ 750 $ $ 28,660 24S-CS14 24S-CS7 20021 VCP 18 321 6 4 11 $ 32,140 $ 900 $ $ 33,040 24S-CS19 24S-CS20 20016 VCP 12 330 6 5 50 $ 23,100 $ 900 $ $ 24,000 24S-CS2 25S-CS1 20027 RCP 30 293 0 3 527 $ 51,275 $ - $ $ 51,275 24S-CS20 24S-CS14 20017 VCP 15 311 6 0 0 $ - $ - $ $ - 24S-CS24 24S-CS25 20012 RCP 12 210 8 5 9 $ 14,707 $ 1,200 $ $ 15,907 24S-CS25 24S-CS26 20013 RCP 12 349 7 2 2 $ 24,423 $ 1,050 $ $ 25,473 24S-CS26 24S-CS20 20015 VCP 12 317 6 3 3 $ 22,190 $ 900 $ $ 23,090 24S-CS28 24S-CS26 20014 VCP 18 103 3 3 7 $ 10,270 $ 450 $ $ 10,720 24S-CS31 24S-CS1 20025 RCP 27 239 4 3 430 $ 37,092 $ 600 $ $ 37,692 24S-CS32 24S-CS30 20032 RCP 12 338 5 5 36 $ 23,674 $ 750 $ $ 24,424 24S-CS34 24S-CS38 20029 VCP 18 311 5 4 11 $ 31,100 $ 750 $ $ 31,850 24S-CS38 24S-CS34 20028 RCP 18 92 1 5 5 $ 9,200 $ 150 $ $ 9,350 24S-CS38 24S-CS1 20030 VCP 18 264 3 5 578 $ 26,350 $ 450 $ $ 26,800 24S-CS39 24S-CS10 19569 RCP 15 42 0 4 4 $ 9,000 $ - $ $ 9,000 24S-CS4 24S-CS6 20022 RCP 15 309 10 2 6 $ 26,265 $ 1,500 $ $ 27,765 24S-CS40A 24S-CS18 20340 12 71 2 3 3 $ 8,000 $ 300 $ $ 8,300 24S-CS41 24S-CS24 20347 RCP 12 192 6 0 0 $ - $ - $ $ - 24S-CS43 24S-CS4 20126 RCP 12 158 4 5 8 $ 11,060 $ 600 $ $ 11,660 24S-CS6 24S-CS7 20023 RCP 15 282 6 0 0 $ - $ - $ $ - 24S-CS7 24S-CS31 20024 RCP 27 215 5 3 382 $ 33,387 $ 750 $ $ 34,137 25S-CS1 25S-CS38 20061 RCP 30 7 0 0 0 $ - $ - $ $ - 25S-CS10 25S-CS16 20039 VCP 12 355 10 4 8 $ 24,857 $ 1,500 $ $ 26,357 25S-CS11 25S-CS13 20053 VCP 12 206 3 5 5 $ 14,420 $ 450 $ $ 14,870 25S-CS12 25S-CS39 20044 RCP 24 544 14 0 0 $ - $ - $ $ - 25S-CS13 25S-CS21 20054 VCP 15 74 1 0 0 $ - $ $ $ - 25S-CS14 25S-CS15 20037 RCP 18 64 0 3 110 $ 11,000 $ $ $ 11,000 25S-CS16 25S-CS17 20041 RCP 24 63 0 0 0 $ - $ $ $ - 25S-CS17 25S-CS18 20042 RCP 24 250 0 3 448 $ 37,500 $ $ $ 37,500 25S-CS18 25S-CS12 20043 RCP 24 208 6 3 375 $ 31,200 $ 900 $ $ 32,100 25S-CS21 25S-CS57 20055 RCP 21 275 0 3 3 $ 34,313 $ - $ $ 34,313 25S-CS22 25S-CS55 20057 48 73 0 3 3 $ 32,805 $ - $ $ 32,805 25S-CS23 25S-CS21 20050 VCP 21 121 3 5 523 $ 15,125 $ 450 $ $ 15,575 25S-CS25 25S-CS16 20040 RCP 18 292 9 0 0 $ - $ - $ $ - 25S-CS28 25S-CS27 20049 RCP 21 65 2 0 0 $ - $ - $ $ - 25S-CS3 25S-CS9 20035 VCP 8 337 12 5 30 $ 15,161 $ 1,800 $ $ 16,961 25S-CS31 25S-CS28 20048 VCP 15 247 4 0 0 $ - $ - $ $ - 25S-CS38 25S-CS41 20046 VCP 8 47 0 0 0 $ - $ $ $ - 25S-CS38 25S-CS58 20062 RCP 30 322 0 3 580 $ 56,385 $ $ $ 56,385 25S-CS39 25S-CS47 20034 RCP 36 371 0 3 625 $ 92,750 $ $ $ 92,750 25S-CS4 25S-CS10 20038 VCP 8 305 9 2 4 $ 13,739 $ 1,350 $ $ 15,089 25S-CS40 25S-CS45 20300 10 427 1 3 21 $ 23,458 $ 150 $ $ 23,608 25S-CS41 25S-CS31 20047 VCP 12 155 1 0 0 $ - $ - $ $ - 25S-CS44 25S-CS28 20045 VCP 18 17 0 0 0 $ - $ - $ $ Page 6 of 17 54 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 3 Recommended Rehabilitation Work - Sorted by Manhole Identification Number 25S-CS45 25S-CS46 20301 15 404 0 4 29 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. 15 384 0 0 0 $ No $ Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 490 0 3 854 $ 122,575 $ $ $ 122,575 Cost 16S-CS59 25S-CS45 25S-CS46 20301 15 404 0 4 29 $ 34,366 $ $ $ 34,366 25S-CS46 25S-CS54 20302 15 384 0 0 0 $ - $ $ $ - 25S-CS47 15S-CS71 20410 RCP 36 490 0 3 854 $ 122,575 $ $ $ 122,575 25S-CS49 16S-CS59 20298 24 319 3 0 0 $ - $ $ $ - 25S-CS50 25S-CS6 20086 VCP 21 218 1 5 632 $ 27,188 $ 150 $ $ 27,338 25S-CS51 25S-CS49 20060 21 396 0 0 0 $ - $ - $ $ - 25S-CS52 25S-CS50 20277 VCP 21 218 3 5 1,078 $ 27,288 $ 450 $ $ 27,738 25S-CS54 25S-CS51 20391 24 389 0 0 0 $ - $ - $ $ - 25S-CS55 26S-CS13 20058 VCP 21 20 0 5 14 $ 12,000 $ $ $ 12,000 25S-CS57 25S-CS22 20056 RCP 21 126 0 3 223 $ 15,700 $ $ $ 15,700 25S-CS58 25S-CS39 20033 RCP 30 308 0 3 551 $ 53,848 $ $ $ 53,848 25S-CS6 16S-CS45 19750 VCP 27 172 0 5 190 $ 26,676 $ $ $ 26,676 25S-CS6 26S-CS45 20363 12 19 0 0 0 $ - $ $ $ - 25S-CS7 25S-CS8 20051 VCP 8 52 1 1 1 $ - $ $ $ - 25S-CS8 25S-CS11 20052 VCP 12 205 2 3 3 $ 14,315 $ 300 $ $ 14,615 25S-CS9 25S-CS14 20036 VCP 12 321 8 5 15 $ 22,442 $ 1,200 $ $ 23,642 26S-CS12 26S-CS11 20078 VCP 15 216 2 4 196 $ 18,369 $ 300 $ $ 18,669 26S-CS13 25S-CS53 20059 PVC 21 107 0 0 0 $ - $ - $ $ - 26S-CS13 26S-CS43 20390 21 6 0 0 0 $ - $ $ $ - 26S-CS14 26S-CS12 20076 VCP 15 158 0 3 49 $ 13,422 $ $ $ 13,422 26S-CS14 26S-CS46 20362 RCP 30 33 0 3 3 $ 18,000 $ $ $ 18,000 26S-CS16 26S-CS15 20075 VCP 18 199 0 0 0 $ - $ $ $ - 26S-CS22 26S-CS50 20265 RCP 12 109 1 1 3 $ $ $ $ 26S-CS23 26S-CS21 20085 CIPP 18 157 2 0 0 $ $ $ $ - 26S-CS24 26S-CS53 20072 VCP 18 219 5 5 20 $ 21,910 $ 750 $ $ 22,660 26S-CS26 26S-CS22 19751 VCP 12 128 1 4 17 $ 8,932 $ 150 $ $ 9,082 26S-CS27 26S-CS23 20084 VCP 15 177 5 3 13 $ 15,011 $ 750 $ $ 15,761 26S-CS3 16S-CS48 20096 VCP 12 181 1 2 76 $ 12,663 $ 150 $ $ 12,813 26S-CS30 26S-CS27 20083 VCP 15 181 4 5 261 $ 15,402 $ 600 $ $ 16,002 26S-CS31 26S-CS24 20071 VCP 18 231 6 4 21 $ 23,100 $ 900 $ $ 24,000 26S-CS32 26S-CS58 20063 VCP 12 202 4 5 452 $ 14,112 $ 600 $ $ 14,712 26S-CS33 26S-CS51 19539 VCP 12 235 5 5 441 $ 16,443 $ 750 $ $ 17,193 26S-CS34 26S-CS31 20070 VCP 18 252 7 5 23 $ 25,230 $ 1,050 $ $ 26,280 26S-CS36 26S-CS37 20080 VCP 12 169 3 5 205 $ 11,809 $ 450 $ $ 12,259 26S-CS37 26S-CS38 20079 VCP 15 169 1 2 6 $ 14,365 $ 150 $ $ 14,515 26S-CS40 26S-CS34 20069 VCP 18 214 2 2 44 $ 21,370 $ 300 $ $ 21,670 26S-CS41 26S-CS61 20066 VCP 15 164 0 5 511 $ 13,940 $ - $ $ 13,940 26S-CS42 26S-CS41 20065 VCP 12 85 1 0 0 $ - $ $ $ - 26S-CS43 26S-CS7 20267 RCP 42 213 0 3 232 $ 74,655 $ $ $ 74,655 26S-CS45 16S-CS58 20275 RCP 42 403 0 0 0 $ - $ $ $ - 26S-CS46 26S-CS47 20272 RCP 30 63 0 3 112 $ 11,078 $ $ $ 11,078 26S-CS47 26S-CS48 20337 RCP 30 314 0 3 563 $ 54,950 $ $ $ 54,950 26S-CS48 26S-CS49 20273 27 69 0 3 121 $ 10,757 $ $ $ 10,757 26S-CS49 26S-CS43 20266 RCP 27 82 0 3 144 $ 12,710 $ $ $ 12,710 26S-CS5 26S-CS8 20077 VCP 12 195 4 4 342 $ 13,678 $ 600 $ $ 14,278 26S-CS50 26S-CS13 20304 RCP 12 128 0 0 0 $ - $ - $ $ - 26S-CS51 26S-CS26 20081 VCP 12 109 3 3 9 $ 7,595 $ 450 $ $ 8,045 26S-CS52 26S-CS30 20082 VCP 15 76 2 4 60 $ 9,000 $ 300 $ $ 9,300 26S-CS53 26S-CS16 20271 18 25 0 0 0 $ - $ - $ $ - 26S-CS53 26S-CS46 20276 RCP 27 394 1 3 706 $ 61,117 $ 150 $ $ 61,267 Page 7 of 17 55 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 3 Recommended Rehabilitation Work - Sorted by Manhole Identification Number 26S-CS56 26S-CS55 20274 VCP 12 136 2 3 4 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. VCP 24 350 0 3 626 $ No $ - Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 116 0 4 55 $ 8,141 $ - $ $ 8,141 Cost 26S-CS39 26S-CS56 26S-CS55 20274 VCP 12 136 2 3 4 $ 9,527 $ 300 $ $ 9,827 26S-CS57 26S-CS53 20270 VCP 24 350 0 3 626 $ 52,515 $ - $ $ 52,515 26S-CS58 26S-CS42 20064 VCP 12 116 0 4 55 $ 8,141 $ - $ $ 8,141 26S-CS59 26S-CS39 20068 VCP 15 161 2 3 32 $ 13,719 $ 300 $ $ 14,019 26S-CS6 26S-CS9 20073 VCP 12 204 7 3 236 $ 14,259 $ 1,050 $ $ 15,309 26S-CS61 26S-CS40 20067 VCP 15 179 0 4 174 $ 15,224 $ - $ $ 15,224 26S-CS67 26S-CS3 19538 CIPP 12 184 6 0 0 $ - $ - $ $ - 26S-CS69 26S-CS3 19568 VCP 12 137 2 4 12 $ 9,604 $ 300 $ $ 9,904 26S-CS7 26S-CS44 20268 RCP 42 407 0 0 0 $ - $ - $ $ - 26S-CS9 26S-CS16 20074 VCP 12 206 4 4 391 $ 14,420 $ 600 $ $ 15,020 2N-CS22 2N-CS23 19570 VCP 18 384 2 3 81 $ 38,400 $ 300 $ $ 38,700 2N-CS26 2N-CS30 20232 18 251 0 3 434 $ 25,060 $ - $ $ 25,060 2N-CS30 2N-CS32 20424 18 48 0 3 81 $ 11,000 $ $ $ 11,000 2N-CS32 2N-CS27MWRD 20425 18 127 0 3 223 $ 12,650 $ $ $ 12,650 3N-CS1 3N-CS2 19571 VCP 12 290 6 0 0 $ - $ $ $ - 3N-CS10 3N-CS46 19573 VCP 12 111 3 0 0 $ - $ $ $ - 3N-CS11 3N-CS17 19527 VCP 15 164 3 4 204 $ 13,906 $ 450 $ $ 14,356 3N-CS12 3N-CS11 19584 VCP 15 247 2 4 329 $ 20,953 $ 300 $ $ 21,253 3N-CS17 3N-CS18 19528 VCP 15 187 5 4 86 $ 15,895 $ 750 $ $ 16,645 3N-CS2 3N-CS7 19572 VCP 15 276 4 4 285 $ 23,418 $ 600 $ $ 24,018 3N-CS20 3N-CS23 19529 VCP 15 252 10 5 241 $ 21,420 $ 1,500 $ $ 22,920 3N-CS23 3N-CS27 19530 VCP 15 190 6 4 58 $ 16,108 $ 900 $ $ 17,008 3N-CS27 3N-CS30 19536 VCP 15 1 0 0 0 $ - $ - $ $ - 3N-CS28 3N-CS27 20305 15 375 0 5 35 $ 31,850 $ $ $ 31,850 3N-CS28 3N-CS32 20348 12 1 0 0 0 $ - $ $ $ - 3N-CS29 3N-CS34 20222 12 5 0 5 5 $ 9,000 $ $ $ 9,000 3N-CS31 3N-CS30 19534 VCP 15 184 0 4 6 $ 15,623 $ $ $ 15,623 3N-CS32 3N-CS31 19533 VCP 15 189 0 4 518 $ 16,023 $ $ $ 16,023 3N-CS34 3N-CS33 19558 VCP 15 187 0 4 524 $ 15,929 $ $ $ 15,929 3N-CS35 3N-CS30 19532 VCP 12 196 6 4 98 $ 13,727 $ 900 $ $ 14,627 3N-CS38 3N-CS35 19531 VCP 12 237 11 4 193 $ 16,555 $ 1,650 $ $ 18,205 3N-CS41 2N-CS22 19535 PVC 18 235 1 4 173 $ 23,470 $ 150 $ $ 23,620 3N-CS46 3N-CS9 19574 VCP 12 180 8 0 0 $ - $ - $ $ - 3N-CS52 3N-CS53 19580 RCP 30 156 1 0 0 $ $ $ $ 3N-CS53 3N-CS7 19581 RCP 33 152 0 0 0 $ $ $ $ - 3N-CS54 3N-CS52 19578 RCP 30 332 0 2 3 $ 58,119 $ $ $ 58,119 3N-CS55 3N-CS54 19577 RCP 24 235 1 3 3 $ 35,280 $ 150 $ $ 35,430 3N-CS56 3N-CS55 19576 RCP 24 84 0 0 0 $ - $ - $ $ - 3N-CS61 3N-CS43 20307 VCP 15 171 3 4 480 $ 14,569 $ 450 $ $ 15,019 3N-CS62 3N-CS61 20291 VCP 15 197 5 4 419 $ 16,711 $ 750 $ $ 17,461 3N-CS7 3N-CS8 19582 RCP 30 4 0 0 0 $ - $ - $ $ - 3N-CS8 4N-CS15 19583 RCP 30 154 0 0 0 $ - $ - $ $ - 3N-CS9 3N-CS7 19575 VCP 15 231 4 4 113 $ 19,618 $ 600 $ $ 20,218 4N-CS1 4N-CS2 19540 VCP 15 202 1 4 57 $ 17,196 $ 150 $ $ 17,346 4N-CS10 4N-CS13 19587 RCP 30 206 3 0 0 $ - $ - $ $ - 4N-CS11 4N-CS14 19543 RCP 26 123 2 0 0 $ $ $ $ 4N-CS14 4N-CS19 19545 RCP 26 308 2 0 0 $ $ $ $ 4N-CS15 4N-CS16 19546 RCP 30 160 1 0 0 $ $ $ $ 4N-CS16 4N-CS17 19547 RCP 30 150 2 0 0 $ $ $ $ - 4N-CS17 4N-CS18 19548 RCP 30 192 2 3 4 $ 33,618 $ 300 $ $ 33,918 Page 8 of 17 56 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 3 Recommended Rehabilitation Work - Sorted by Manhole Identification Number 4N-CS18 4N-CS19 19549 RCP 30 18 0 0 0 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. RCP 36 358 6 0 0 $ No $ Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 220 2 0 0 $ $ $ $ - Cost 4N-CS21 4N-CS18 4N-CS19 19549 RCP 30 18 0 0 0 $ $ $ $ 4N-CS19 4N-CS22 19552 RCP 36 358 6 0 0 $ $ $ $ 4N-CS2 4N-CS3 19541 VCP 15 220 2 0 0 $ $ $ $ - 4N-CS20 4N-CS21 19553 RCP 8 207 0 3 7 $ 9,311 $ $ $ 9,311 4N-CS21 4N-CS22 19554 VCP 10 17 0 0 0 $ - $ $ $ - 4N-CS21 4N-CS24 19555 VCP 8 172 0 2 2 $ 7,727 $ $ $ 7,727 4N-CS22 4N-CS23 19588 RCP 36 175 0 2 2 $ 43,675 $ $ $ 43,675 4N-CS23 4N-CS25 19589 RCP 36 171 1 0 0 $ - $ $ $ - 4N-CS25 5N-CS73 20334 42 124 0 0 0 $ $ $ $ 4N-CS26 4N-CS33 19590 VCP 8 303 0 1 1 $ $ $ $ 4N-CS28 4N-CS19 19537 RCP 24 86 0 0 0 $ $ $ $ - 4N-CS29 4N-CS27 19550 VCP 10 116 0 4 212 $ 7,000 $ $ $ 7,000 4N-CS3 4N-CS11 19542 RCP 26 356 7 0 0 $ - $ $ $ - 4N-CS31 4N-CS32 19551 RCP 12 57 0 0 0 $ - $ $ $ - 4N-CS37 5N-CS24 19592 VCP 12 29 0 3 3 $ 8,000 $ $ $ 8,000 4N-CS4 4N-CS5 19585 VCP 15 360 5 4 208 $ 30,566 $ 750 $ $ 31,316 4N-CS5 4N-CS10 19716 RCP 30 192 0 0 0 $ - $ - $ $ - 4N-CS6 4N-CS5 19586 VCP 21 201 2 4 74 $ 25,088 $ 300 $ $ 25,388 4N-CS8 4N-CS14 19544 RCP 10 215 0 0 0 $ - $ - $ $ - 5N-CS10 5N-CS14 19603 VCP 18 218 9 4 237 $ 21,760 $ 1,350 $ $ 23,110 5N-CS13 5N-CS58 19601 RCP 30 294 1 3 524 $ 51,433 $ 150 $ $ 51,583 5N-CS14 5N-CS17 19604 VCP 18 217 8 5 365 $ 21,730 $ 1,200 $ $ 22,930 5N-CS21 5N-CS22 19605 VCP 18 15 0 4 26 $ 11,000 $ - $ $ 11,000 5N-CS22 5N-CS23 19606 VCP 18 95 4 4 163 $ 9,520 $ 600 $ $ 10,120 5N-CS23 5N-CS27 19607 VCP 18 105 3 4 192 $ 10,520 $ 450 $ $ 10,970 5N-CS24 5N-CS28 19618 VCP 12 245 6 2 2 $ 17,129 $ 900 $ $ 18,029 5N-CS26 5N-CS42 19598 VCP 15 216 4 4 133 $ 18,335 $ 600 $ $ 18,935 5N-CS27 5N-CS31 19608 VCP 18 220 8 4 72 $ 21,950 $ 1,200 $ $ 23,150 5N-CS28 5N-CS35 19619 VCP 12 329 8 0 0 $ - $ - $ $ - 5N-CS29 5N-CS32 19594 VCP 15 217 8 4 328 $ 18,411 $ 1,200 $ $ 19,611 5N-CS31 5N-CS34 19609 VCP 18 228 8 5 494 $ 22,780 $ 1,200 $ $ 23,980 5N-CS32 5N-CS37 19595 VCP 15 220 7 4 305 $ 18,666 $ 1,050 $ $ 19,716 5N-CS33 5N-CS38 20314 VCP 15 218 11 5 105 $ 18,530 $ 1,650 $ $ 20,180 5N-CS34 5N-CS39 19610 VCP 18 208 9 4 508 $ 20,760 $ 1,350 $ $ 22,110 5N-CS35 4N-CS41 19620 12 76 0 0 0 $ - $ - $ $ - 5N-CS35 5N-CS36 19621 VCP 12 65 1 0 0 $ - $ - $ $ - 5N-CS36 5N-CS40 19622 VCP 12 227 5 2 2 $ 15,883 $ 750 $ $ 16,633 5N-CS38 5N-CS70 20311 15 215 7 5 208 $ 18,233 $ 1,050 $ $ 19,283 5N-CS39 5N-CS43 19611 VCP 18 217 7 4 452 $ 21,730 $ 1,050 $ $ 22,780 5N-CS40 5N-CS45 20282 VCP 12 56 0 0 0 $ - $ - $ $ - 5N-CS41 5N-CS70 19596 21 331 5 4 27 $ 41,313 $ 750 $ $ 42,063 5N-CS42 5N-CS33 19599 VCP 15 217 6 4 109 $ 18,428 $ 900 $ $ 19,328 5N-CS43 5N-CS44 19613 VCP 21 140 2 2 14 $ 17,500 $ 300 $ $ 17,800 5N-CS44 5N-CS50 19614 VCP 21 327 8 4 290 $ 40,838 $ 1,200 $ $ 42,038 5N-CS45 5N-CS46 20283 VCP 12 300 1 1 1 $ - $ - $ $ - 5N-CS46 5N-CS47 19623 VCP 12 286 3 4 16 $ 20,041 $ 450 $ $ 20,491 5N-CS48 5N-CS49 19615 VCP 12 218 8 4 13 $ 15,225 $ 1,200 $ $ 16,425 5N-CS49 5N-CS50 19616 VCP 12 215 9 4 235 $ 15,036 $ 1,350 $ $ 16,386 5N-CS50 5N-CS54 19617 VCP 21 302 6 4 511 $ 37,700 $ 900 $ $ 38,600 5N-CS51 5N-CS74 20358 15 76 0 2 4 $ 6,494 $ - $ $ 6,494 Page 9 of 17 57 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 3 Recommended Rehabilitation Work - Sorted by Manhole Identification Number 5N-CS53 5N-CS60 20292 VCP 15 170 2 2 8 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. VCP 18 191 1 4 352 $ No $ 150 Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 240 0 2 31 $ 83,965 $ - $ $ 83,965 Cost 5N-CS69 5N-CS53 5N-CS60 20292 VCP 15 170 2 2 8 $ 14,442 $ 300 $ $ 14,742 5N-CS54 6N-CS42 19701 VCP 18 191 1 4 352 $ 19,060 $ 150 $ $ 19,210 5N-CS55 5N-CS56 19626 RCP 42 240 0 2 31 $ 83,965 $ - $ $ 83,965 5N-CS56 5N-CS69 19627 RCP 42 526 0 2 2 $ 183,960 $ $ $ 183,960 5N-CS57 5N-CS60 20284 RCP 42 738 0 0 0 $ - $ $ $ - 5N-CS58 5N-CS55 19625 RCP 42 315 0 3 562 $ 110,180 $ $ $ 110,180 5N-CS6 5N-CS13 19600 RCP 30 308 0 3 556 $ 53,918 $ $ $ 53,918 5N-CS60 6S-CS74 20317 RCP 60 61 0 0 0 $ - $ $ $ - 5N-CS68 5S-CS5 20229 12 54 0 0 0 $ $ $ $ 5N-CS69 5N-CS57 19628 RCP 42 531 0 0 0 $ $ $ $ - 5N-CS70 5N-CS43 19612 RCP 21 327 5 3 5 $ 40,825 $ 750 $ $ 41,575 5N-CS71 5N-CS58 19624 RCP 42 330 0 3 590 $ 115,640 $ - $ $ 115,640 5N-CS73 5N-CS71 20333 RCP 42 210 1 0 0 $ - $ - $ $ - 5N-CS8 5N-CS10 19602 VCP 18 201 6 4 408 $ 20,060 $ 900 $ $ 20,960 5S-CS1 5S-CS8 19838 VCP 12 156 0 0 0 $ - $ - $ $ - 5S-CS10 15S-CS4 19562 VCP 30 182 6 4 75 $ 31,815 $ 900 $ $ 32,715 5S-CS2 5S-CS3 19840 VCP 12 292 1 2 6 $ 20,440 $ 150 $ $ 20,590 5S-CS3 5S-CS4 19841 VCP 12 261 2 5 59 $ 18,242 $ 300 $ $ 18,542 5S-CS4 5S-CS5 19842 VCP 8 65 0 2 6 $ 2,930 $ - $ $ 2,930 5S-CS5 6S-CS75 19843 VCP 8 183 2 2 6 $ 8,235 $ 300 $ $ 8,535 5S-CS6 5S-CS7 19844 RCP 42 393 0 0 0 $ - $ - $ $ - 5S-CS7 6S-CS59 19874 RCP 42 379 0 0 0 $ $ $ $ 5S-CS8 5S-CS9 20316 VCP 12 6 0 0 0 $ $ $ $ - 5S-CS9 5S-CS2 19839 VCP 12 165 1 3 327 $ 11,515 $ 150 $ $ 11,665 6N-CS1 6N-CS6 19629 RCP 30 321 13 3 574 $ 56,210 $ 1,950 $ $ 58,160 6N-CS11 6N-CS6 19633 RCP 33 324 14 0 0 $ - $ - $ $ - 6N-CS12 6N-CS7 19638 VCP 15 364 13 4 221 $ 30,957 $ 1,950 $ $ 32,907 6N-CS13 6N-CS8 19644 VCP 18 334 14 3 23 $ 33,440 $ 2,100 $ $ 35,540 6N-CS14 6N-CS9 19648 VCP 18 345 15 4 200 $ 34,450 $ 2,250 $ $ 36,700 6N-CS15 6N-CS10 19653 VCP 15 325 6 4 51 $ 27,634 $ 900 $ $ 28,534 6N-CS16 6N-CS11 19632 RCP 33 331 15 0 0 $ - $ - $ $ - 6N-CS17 6N-CS12 19637 VCP 15 291 10 4 62 $ 24,752 $ 1,500 $ $ 26,252 6N-CS18 6N-CS13 19643 VCP 15 317 10 4 559 $ 26,945 $ 1,500 $ $ 28,445 6N-CS20 6N-CS15 19652 VCP 15 326 6 3 14 $ 27,668 $ 900 $ $ 28,568 6N-CS22 6N-CS17 19636 VCP 12 360 13 3 32 $ 25,165 $ 1,950 $ $ 27,115 6N-CS23 6N-CS18 19642 VCP 12 336 12 4 938 $ 23,513 $ 1,800 $ $ 25,313 6N-CS25 6N-CS20 19651 VCP 12 241 5 4 19 $ 16,898 $ 750 $ $ 17,648 6N-CS26 6N-CS21 19631 VCP 24 260 9 2 4 $ 38,940 $ 1,350 $ $ 40,290 6N-CS27 6N-CS22 19635 VCP 12 331 11 5 564 $ 23,170 $ 1,650 $ $ 24,820 6N-CS28 6N-CS23 19641 VCP 12 260 11 5 286 $ 18,207 $ 1,650 $ $ 19,857 6N-CS29 6N-CS24 19647 VCP 12 270 12 4 402 $ 18,921 $ 1,800 $ $ 20,721 6N-CS3 6N-CS8 19640 VCP 21 322 10 3 18 $ 40,263 $ 1,500 $ $ 41,763 6N-CS30 6N-CS25 19650 VCP 12 359 6 3 5 $ 25,109 $ 900 $ $ 26,009 6N-CS32 6N-CS33 19694 VCP 12 41 2 3 8 $ 8,000 $ 300 $ $ 8,300 6N-CS33 6N-CS38 19695 VCP 12 249 15 3 13 $ 17,416 $ 2,250 $ $ 19,666 6N-CS34 6N-CS35 19691 VCP 12 41 2 4 7 $ 8,000 $ 300 $ $ 8,300 6N-CS35 6N-CS39 19692 VCP 12 248 10 4 23 $ 17,381 $ 1,500 $ $ 18,881 6N-CS36 6N-CS37 19702 VCP 12 40 0 5 144 $ 8,000 $ - $ $ 8,000 6N-CS37 6N-CS40 19703 VCP 12 245 1 0 0 $ - $ - $ $ - 6N-CS38 6N-CS45 19696 VCP 12 248 10 4 32 $ 17,325 $ 1,500 $ $ 18,825 Page 10 of 17 58 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 3 Recommended Rehabilitation Work - Sorted by Manhole Identification Number 6N-CS39 6N-CS48 19654 VCP 12 171 9 5 103 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. VCP 21 321 12 3 10 $ No $ 1,800 Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 227 3 2 12 $ 15,869 $ 450 $ $ 16,319 Cost 6N-CS43 6N-CS39 6N-CS48 19654 VCP 12 171 9 5 103 $ 11,984 $ 1,350 $ $ 13,334 6N-CS4 6N-CS9 19646 VCP 21 321 12 3 10 $ 40,175 $ 1,800 $ $ 41,975 6N-CS40 6N-CS47 19704 VCP 12 227 3 2 12 $ 15,869 $ 450 $ $ 16,319 6N-CS42 6N-CS43 19700 VCP 21 224 1 3 101 $ 28,000 $ 150 $ $ 28,150 6N-CS43 7S-CS1 19706 VCP 15 40 0 0 0 $ - $ - $ $ - 6N-CS44 6N-CS43 19698 VCP 21 158 2 4 138 $ 19,750 $ 300 $ $ 20,050 6N-CS45 6N-CS44 19697 VCP 21 193 4 4 111 $ 24,150 $ 600 $ $ 24,750 6N-CS46 6N-CS45 19693 VCP 21 374 3 3 12 $ 46,725 $ 450 $ $ 47,175 6N-CS47 7N-CS38 19705 VCP 12 31 0 0 0 $ - $ - $ $ - 6N-CS48 6N-CS46 19655 VCP 12 77 3 3 3 $ 8,000 $ 450 $ $ 8,450 6N-CS49 6N-CS1 20419 RCP 30 193 12 3 344 $ 33,758 $ 1,800 $ $ 35,558 6N-CS6 6N-CS7 19634 RCP 36 309 0 3 551 $ 77,150 $ - $ $ 77,150 6N-CS7 6N-CS8 19639 RCP 36 329 0 3 589 $ 82,350 $ $ $ 82,350 6N-CS8 6N-CS9 19645 RCP 42 323 0 0 0 $ - $ $ $ - 6N-CS9 6N-CS10 19649 RCP 42 320 0 0 0 $ $ $ $ 6S-CS1 6S-CS73 19846 VCP 8 22 1 0 0 $ $ $ $ 6S-CS10 6S-CS16 19863 CIPP 12 212 8 0 0 $ $ $ $ - 6S-CS11 6S-CS12 19850 VCP 12 18 1 2 2 $ 1,239 $ 150 $ $ 1,389 6S-CS12 6S-CS14 19852 VCP 12 195 5 2 2 $ 13,643 $ 750 $ $ 14,393 6S-CS14 6S-CS18 19853 VCP 12 199 4 1 1 $ - $ - $ $ - 6S-CS17 6S-CS23 19868 CIPP 12 184 6 0 0 $ - $ - $ $ - 6S-CS18 6S-CS20 19854 VCP 12 198 7 2 2 $ 13,860 $ 1,050 $ $ 14,910 6S-CS2 6S-CS6 19848 VCP 12 208 0 3 5 $ 14,532 $ - $ $ 14,532 6S-CS20 7S-CS21 20099 12 203 5 5 12 $ 14,210 $ 750 $ $ 14,960 6S-CS21 6S-CS28 19861 VCP 12 219 7 5 412 $ 15,337 $ 1,050 $ $ 16,387 6S-CS22 6S-CS27 19864 VCP 12 183 6 4 158 $ 12,831 $ 900 $ $ 13,731 6S-CS23 6S-CS28 19869 VCP 12 220 8 0 0 $ - $ - $ $ - 6S-CS28 6S-CS32 19870 CIPP 12 218 9 0 0 $ - $ - $ $ - 6S-CS3 6S-CS4 19876 VCP 12 51 1 3 16 $ 8,000 $ 150 $ $ 8,150 6S-CS31 6S-CS35 19865 VCP 12 217 8 2 12 $ 15,162 $ 1,200 $ $ 16,362 6S-CS32 6S-CS38 19871 CIPP 12 217 8 0 0 $ - $ - $ $ - 6S-CS35 6S-CS39 19866 PVC 12 14 0 0 0 $ - $ - $ $ - 6S-CS37 6S-CS44 19855 VCP 24 202 6 3 268 $ 30,285 $ 900 $ $ 31,185 6S-CS38 6S-CS41 19872 VCP 12 201 6 4 17 $ 14,056 $ 900 $ $ 14,956 6S-CS39 6S-CS40 19867 RCP 21 371 0 0 0 $ - $ - $ $ - 6S-CS4 6S-CS77 19877 VCP 12 135 6 4 18 $ 9,443 $ 900 $ $ 10,343 6S-CS40 6S-CS69 20319 RCP 21 375 0 1 1 $ - $ - $ $ - 6S-CS49 6S-CS78 20326 VCP 15 187 6 4 14 $ 15,921 $ 900 $ $ 16,821 6S-CS52 6S-CS67 19856 VCP 24 128 4 4 202 $ 19,200 $ 600 $ $ 19,800 6S-CS58 6S-CS62 19859 VCP 24 151 6 2 22 $ 22,665 $ 900 $ $ 23,565 6S-CS59 6S-CS60 20280 RCP 42 372 0 0 0 $ - $ - $ $ - 6S-CS6 6S-CS11 19849 VCP 12 178 7 2 2 $ 12,432 $ 1,050 $ $ 13,482 6S-CS60 6S-CS61 20281 RCP 42 368 0 0 0 $ - $ - $ $ - 6S-CS61 6S-CS64 20100 VCP 15 12 0 0 0 $ $ $ $ 6S-CS61 6S-CS65 20101 RCP 42 378 0 0 0 $ $ $ $ 6S-CS64 16S-CS9 20231 CIPP 18 218 7 0 0 $ $ $ $ 6S-CS65 16S-CS81 20102 RCP 72 655 3 0 0 $ $ $ $ - 6S-CS66 6S-CS58 19858 VCP 24 176 6 2 6 $ 26,370 $ 900 $ $ 27,270 6S-CS67 6S-CS66 19857 VCP 24 76 2 4 61 $ 11,460 $ 300 $ $ 11,760 6S-CS68 6S-CS65 20321 RCP 60 542 10 0 0 $ - $ - $ $ - Page 11 of 17 59 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 3 Recommended Rehabilitation Work - Sorted by Manhole Identification Number 6S-CS69 6S-CS68 20118 RCP 60 647 12 0 0 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. RCP 18 148 0 0 0 $ No $ Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 22 0 0 0 $ $ $ $ Cost 6S-CS69 6S-CS69 6S-CS68 20118 RCP 60 647 12 0 0 $ $ $ $ 6S-CS7 6S-CS13 19875 RCP 18 148 0 0 0 $ $ $ $ 6S-CS7 6S-CS77 20400 8 22 0 0 0 $ $ $ $ 6S-CS70 6S-CS69 20119 RCP 60 582 11 0 0 $ $ $ $ 6S-CS72 6S-CS70 20097 RCP 60 789 1 0 0 $ $ $ $ 6S-CS73 6S-CS2 19847 VCP 12 219 2 0 0 $ $ $ $ 6S-CS74 6S-CS72 20120 RCP 60 197 0 0 0 $ $ $ $ - 6S-CS75 6S-CS1 19845 VCP 8 207 3 5 19 $ 9,306 $ 450 $ $ 9,756 6S-CS77 7S-CS9 20107 VCP 18 56 0 2 2 $ 5,550 $ - $ $ 5,550 6S-CS9 6S-CS15 19860 VCP 12 216 10 5 72 $ 15,092 $ 1,500 $ $ 16,592 7N-CS10 7N-CS5 20287 VCP 21 325 7 5 11 $ 40,638 $ 1,050 $ $ 41,688 7N-CS11 7N-CS6 19660 VCP 21 347 12 4 99 $ 43,313 $ 1,800 $ $ 45,113 7N-CS12 7N-CS8 19666 VCP 21 345 12 3 45 $ 43,175 $ 1,800 $ $ 44,975 7N-CS14 7N-CS10 20286 VCP 18 325 4 4 13 $ 32,480 $ 600 $ $ 33,080 7N-CS15 7N-CS11 19659 VCP 21 305 12 4 384 $ 38,163 $ 1,800 $ $ 39,963 7N-CS16 7N-CS12 19665 VCP 21 306 10 4 58 $ 38,238 $ 1,500 $ $ 39,738 7N-CS18 8N-CS31 19673 RCP 27 366 0 3 653 $ 56,715 $ - $ $ 56,715 7N-CS19 7N-CS18 19672 VCP 15 52 0 0 0 $ - $ - $ $ - 7N-CS2 7N-CS6 19711 VCP 21 324 12 4 317 $ 40,513 $ 1,800 $ $ 42,313 7N-CS20 7N-CS14 20285 VCP 18 326 7 3 12 $ 32,550 $ 1,050 $ $ 33,600 7N-CS21 7N-CS15 19658 VCP 18 337 12 3 29 $ 33,650 $ 1,800 $ $ 35,450 7N-CS22 7N-CS16 19664 VCP 18 339 13 3 41 $ 33,900 $ 1,950 $ $ 35,850 7N-CS23 7N-CS19 19671 VCP 15 398 14 2 2 $ 33,864 $ 2,100 $ $ 35,964 7N-CS26 7N-CS21 19657 VCP 18 319 12 3 23 $ 31,900 $ 1,800 $ $ 33,700 7N-CS27 7N-CS22 19663 VCP 18 298 15 4 239 $ 29,830 $ 2,250 $ $ 32,080 7N-CS29 7N-CS23 19670 VCP 15 196 6 0 0 $ - $ - $ $ - 7N-CS30 7N-CS25 19708 VCP 12 284 6 4 17 $ 19,852 $ 900 $ $ 20,752 7N-CS31 7N-CS26 19713 VCP 15 326 12 4 103 $ 27,668 $ 1,800 $ $ 29,468 7N-CS33 7N-CS29 19669 VCP 12 200 4 4 10 $ 13,979 $ 600 $ $ 14,579 7N-CS34 7N-CS30 19707 VCP 12 292 3 3 3 $ 20,447 $ 450 $ $ 20,897 7N-CS35 7N-CS31 19712 VCP 12 267 13 4 325 $ 18,704 $ 1,950 $ $ 20,654 7N-CS38 7N-CS39 19674 VCP 12 41 0 2 2 $ 2,898 $ - $ $ 2,898 7N-CS39 7N-CS40 19675 VCP 12 112 1 2 2 $ 7,868 $ 150 $ $ 8,018 7N-CS40 7S-CS5 20108 RCP 12 41 0 0 0 $ - $ - $ $ - 7N-CS41 7N-CS26 19714 RCP 8 161 0 2 6 $ 7,250 $ - $ $ 7,250 7N-CS5 7N-CS6 19710 RCP 42 341 1 3 608 $ 119,315 $ 150 $ $ 119,465 7N-CS7 7N-CS8 19661 RCP 42 227 0 3 398 $ 79,275 $ - $ $ 79,275 7N-CS8 7N-CS9 19667 RCP 48 371 0 3 662 $ 166,950 $ $ $ 166,950 7N-CS9 8N-CS22 19668 RCP 60 370 0 0 0 $ - $ $ $ - 7S-CS11 7S-CS13A 20104 VCP 21 138 1 5 219 $ 17,263 $ 150 $ $ 17,413 7S-CS12 7S-CS62 19881 PVC 12 244 3 0 0 $ - $ - $ $ - 7S-CS13 7S-CS90 20417 VCP 21 51 0 5 7 $ 12,000 $ $ $ 12,000 7S-CS13A 7S-CS13 20105 VCP 21 3 0 0 0 $ - $ $ $ - 7S-CS15 7S-CS14 20328 VCP 12 32 0 2 2 $ 2,240 $ $ $ 2,240 7S-CS16 7S-CS8 20202 VCP 15 243 1 5 204 $ 20,689 $ 150 $ $ 20,839 7S-CS18 7S-CS12 19880 CONC 12 201 1 0 0 $ - $ - $ $ - 7S-CS19 7S-CS89 20395 12 9 0 0 0 $ $ $ $ 7S-CS2 7S-CS80 20381 PVC 18 21 0 0 0 $ $ $ $ - 7S-CS22 7S-CS23 19889 VCP 12 274 10 4 158 $ 19,208 $ 1,500 $ $ 20,708 7S-CS23 7S-CS19 19890 VCP 12 121 1 3 21 $ 8,491 $ 150 $ $ 8,641 Page 12 of 17 60 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 3 Recommended Rehabilitation Work - Sorted by Manhole Identification Number 7S-CS24 7S-CS16 20201 VCP 12 267 4 5 35 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. VCP 12 230 7 3 32 $ No $ 1,050 Length - $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 174 2 4 57 $ 12,159 $ 300 $ $ 12,459 Cost 7S-CS25 7S-CS24 7S-CS16 20201 VCP 12 267 4 5 35 $ 18,662 $ 600 $ 7,500 $ 26,762 7S-CS25 7S-CS21 20098 VCP 12 230 7 3 32 $ 16,121 $ 1,050 $ - $ 17,171 7S-CS25 7S-CS31 20191 VCP 12 174 2 4 57 $ 12,159 $ 300 $ $ 12,459 7S-CS26 7S-CS25 19888 VCP 12 211 5 3 62 $ 14,770 $ 750 $ $ 15,520 7S-CS27 7S-CS29 19561 VCP 12 44 0 3 6 $ 8,000 $ - $ $ 8,000 7S-CS28 7S-CS24 20200 VCP 12 246 4 3 13 $ 17,192 $ 600 $ $ 17,792 7S-CS29 7S-CS23 20206 VCP 12 235 2 3 11 $ 16,457 $ 300 $ $ 16,757 7S-CS3 7S-CS63 19878 VCP 15 202 3 3 6 $ 17,136 $ 450 $ $ 17,586 7S-CS31 7S-CS35 20192 VCP 12 172 8 5 363 $ 12,026 $ 1,200 $ $ 13,226 7S-CS32 7S-CS26 19887 VCP 12 223 7 5 284 $ 15,575 $ 1,050 $ $ 16,625 7S-CS34 7S-CS36 19885 VCP 12 216 4 2 4 $ 15,141 $ 600 $ $ 15,741 7S-CS34 7S-CS32 19886 12 225 3 2 6 $ 15,736 $ 450 $ $ 16,186 7S-CS35 7S-CS38 20193 VCP 12 180 6 4 225 $ 12,621 $ 900 $ $ 13,521 7S-CS37 8S-CS62 19884 VCP 12 195 6 5 290 $ 13,664 $ 900 $ $ 14,564 7S-CS39 7S-CS61 20186 VCP 15 176 6 5 502 $ 14,926 $ 900 $ $ 15,826 7S-CS4 7S-CS5 20204 VCP 15 106 0 2 6 $ 9,019 $ - $ $ 9,019 7S-CS40 7S-CS39 20185 VCP 10 169 3 4 78 $ 9,295 $ 450 $ $ 9,745 7S-CS43 7S-CS48 20187 VCP 15 329 13 4 42 $ 27,965 $ 1,950 $ $ 29,915 7S-CS47 7S-CS53 20195 VCP 15 229 7 4 357 $ 19,423 $ 1,050 $ $ 20,473 7S-CS47 6S-CS68 20199 RCP 30 371 0 0 0 $ - $ - $ $ - 7S-CS48 7S-CS49 20188 VCP 18 15 0 3 3 $ 11,000 $ - $ $ 11,000 7S-CS49 7S-CS54 20189 VCP 18 293 13 4 144 $ 29,310 $ 1,950 $ $ 31,260 7S-CS49 7S-CS47 20198 RCP 24 372 0 3 666 $ 55,830 $ - $ $ 55,830 7S-CS5 8S-CS1 20205 VCP 18 216 2 2 22 $ 21,600 $ 300 $ $ 21,900 7S-CS53 7S-CS57 19564 VCP 15 265 13 4 179 $ 22,551 $ 1,950 $ $ 24,501 7S-CS54 17S-CS6 20190 VCP 18 293 14 5 65 $ 29,250 $ 2,100 $ $ 31,350 7S-CS59 7S-CS60 20124 VCP 21 18 0 0 0 $ - $ - $ $ - 7S-CS59 6S-CS62 20196 VCP 21 319 0 4 256 $ 39,838 $ $ $ 39,838 7S-CS60 17S-CS5 20197 VCP 21 42 0 2 2 $ 5,263 $ $ $ 5,263 7S-CS61 7S-CS43 19896 VCP 15 152 6 3 42 $ 12,937 $ 900 $ $ 13,837 7S-CS62 7S-CS2 20125 12 9 0 0 0 $ - $ - $ $ - 7S-CS63 7S-CS2 19879 VCP 15 172 0 0 0 $ $ $ $ 7S-CS64 7S-CS65 19892 PVC 66 230 0 0 0 $ $ $ $ 7S-CS65 7S-CS66 19893 66 219 0 0 0 $ $ $ $ 7S-CS67 7S-CS62 20127 PVC 12 9 0 0 0 $ $ $ $ - 7S-CS68 7S-CS3 19895 VCP 12 250 1 5 48 $ 17,500 $ 150 $ 7,500 $ 25,150 7S-CS69 8S-CS24 19934 VCP 12 205 5 4 120 $ 14,329 $ 750 $ - $ 15,079 7S-CS7 7S-CS8 19891 VCP 12 42 0 3 5 $ 8,000 $ - $ $ 8,000 7S-CS72 7S-CS3 20376 PVC 12 21 0 0 0 $ - $ $ $ - 7S-CS73 7S-CS73 20373 RCP 60 44 2 0 0 $ $ $ $ 7S-CS75 7S-CS79 20379 12 212 1 0 0 $ $ $ $ 7S-CS76 7S-CS78 20372 RCP 60 259 1 0 0 $ $ $ $ 7S-CS77 7S-CS72 20375 PVC 12 4 0 0 0 $ $ $ $ - 7S-CS78 7S-CS74 20378 RCP 60 202 1 2 2 $ 111,265 $ 150 $ $ 111,415 7S-CS79 7S-CS72 20377 12 285 2 0 0 $ - $ - $ $ - 7S-CS8 7S-CS6 20203 VCP 15 40 0 3 5 $ 9,000 $ $ $ 9,000 7S-CS80 7S-CS1 19882 PVC 18 328 2 0 0 $ - $ $ $ - 7S-CS81 7S-CS-IN1114 20384 RCP 24 133 0 2 4 $ 19,950 $ $ $ 19,950 7S-CS89 7S-CS15 20327 12 120 3 3 18 $ 8,379 $ 450 $ $ 8,829 7S-CS-IN1114 7S-CS82 20385 RCP 24 135 0 0 0 $ - $ - $ $ - Page 13 of 17 61 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 3 Recommended Rehabilitation Work - Sorted by Manhole Identification Number 8N-CS1 8N-CS3 20133 RCP 66 396 0 0 0 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. 66 4 0 0 0 $ No $ Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 25 0 0 0 $ $ $ $ Cost 8N-CS15 8N-CS1 8N-CS3 20133 RCP 66 396 0 0 0 $ $ $ $ 8N-CS10 8N-CS11 20128 66 4 0 0 0 $ $ $ $ 8N-CS11 8N-CS12 20171 66 25 0 0 0 $ $ $ $ 8N-CS12 8N-CS15 20172 66 146 0 0 0 $ $ $ $ 8N-CS13 8N-CS14 20167 RCP 36 35 0 0 0 $ $ $ $ 8N-CS14 8N-CS58 20168 RCP 36 88 0 0 0 $ $ $ $ 8N-CS15 8N-CS16 20173 66 176 0 0 0 $ $ $ $ - 8N-CS16 8N-CS18 19559 66 127 0 3 49 $ 76,080 $ $ $ 76,080 8N-CS19 8N-CS23 20139 VCP 10 332 11 0 0 $ - $ $ $ - 8N-CS20 8N-CS22 20135 RCP 12 167 0 3 77 $ 11,718 $ $ $ 11,718 8N-CS21 08N-BT01 20103 21 7 0 0 0 $ - $ $ $ - 8N-CS22 8N-CS23 20137 RCP 60 364 0 0 0 $ $ $ $ 8N-CS23 8N-CS56 20161 RCP 60 285 1 0 0 $ $ $ $ - 8N-CS27 8N-CS23 20154 RCP 15 278 9 3 512 $ 23,639 $ 1,350 $ $ 24,989 8N-CS28 8N-CS25 20164 RCP 15 423 11 3 776 $ 35,964 $ 1,650 $ $ 37,614 8N-CS29 8N-CS64 20360 15 268 2 3 479 $ 22,763 $ 300 $ $ 23,063 8N-CS3 8N-CS5 20134 RCP 66 390 0 0 0 $ - $ - $ $ - 8N-CS31 8N-CS60 20145 RCP 30 178 0 3 306 $ 31,063 $ $ $ 31,063 8N-CS32 8N-CS31 20144 VCP 15 28 0 0 0 $ - $ $ $ - 8N-CS33 8N-CS26 20136 RCP 15 220 9 4 418 $ 18,675 $ 1,350 $ $ 20,025 8N-CS35 8N-CS38 20155 RCP 36 333 0 3 594 $ 83,125 $ - $ $ 83,125 8N-CS37 8N-CS28 20163 RCP 15 389 14 3 699 $ 33,099 $ 2,100 $ $ 35,199 8N-CS38 9N-CS3 19656 RCP 42 393 0 0 0 $ - $ - $ $ - 8N-CS39 8N-CS38 20160 VCP 15 13 0 3 4 $ 9,000 $ - $ $ 9,000 8N-CS4 8N-CS19 20138 VCP 8 311 11 3 3 $ 14,013 $ 1,650 $ $ 15,663 8N-CS41 8N-CS32 20143 VCP 15 276 8 3 3 $ 23,418 $ 1,200 $ $ 24,618 8N-CS42 8N-CS36 20151 VCP 15 320 6 4 36 $ 27,200 $ 900 $ $ 28,100 8N-CS43 8N-CS39 20129 VCP 15 313 1 4 35 $ 26,580 $ 150 $ $ 26,730 8N-CS44 8N-CS41 20142 VCP 15 352 9 0 0 $ - $ - $ $ - 8N-CS47 8N-CS42 20150 VCP 15 279 6 3 3 $ 23,732 $ 900 $ $ 24,632 8N-CS48 8N-CS43 20159 VCP 15 244 1 0 0 $ - $ - $ $ - 8N-CS49 8N-CS47 20149 VCP 15 104 0 3 3 $ 8,866 $ $ $ 8,866 8N -CSS 8N-CS8 20169 RCP 66 39 0 0 0 $ - $ $ $ - 8N-CS50 8N-CS48 20158 VCP 15 79 0 1 1 $ - $ $ $ - 8N-CS51 8N-CS44 20141 VCP 12 246 6 3 8 $ 17,241 $ 900 $ $ 18,141 8N-CS52 8N-CS50 20157 VCP 15 297 8 5 79 $ 25,279 $ 1,200 $ $ 26,479 8N-CS53 8N-CS51 20140 VCP 12 336 10 3 7 $ 23,548 $ 1,500 $ $ 25,048 8N-CS54 8N-CS61 20147 VCP 12 294 6 0 0 $ - $ - $ $ - 8N-CS55 8N-CS52 20156 VCP 12 295 9 2 2 $ 20,671 $ 1,350 $ $ 22,021 8N-CS58 8N-CS62 20121 RCP 36 121 0 0 0 $ - $ - $ $ - 8N-CS6 8N-CS21 20122 RCP 21 398 0 0 0 $ $ $ $ 8N-CS60 8N-CS35 20146 RCP 30 200 0 0 0 $ $ $ $ - 8N-CS61 8N-CS49 20148 VCP 12 236 8 2 2 $ 16,499 $ 1,200 $ $ 17,699 8N-CS62 8N-CS67 20433 60 211 5 0 0 $ - $ - $ $ - 8N-CS64 8N-CS59 20361 15 24 0 5 48 $ 9,000 $ $ $ 9,000 8N-CS7 8N-CS25 20165 VCP 8 434 11 1 1 $ - $ $ $ - 8N-CS8 8N-CS10 20170 RCP 66 64 0 0 0 $ $ $ $ 8N-CS9 8N-CS13 20166 RCP 36 46 0 0 0 $ $ $ $ 8S-CS1 8S-CS2 19897 VCP 18 8 0 0 0 $ $ $ $ 8S-CS10 8S-CS117 19910 VCP 24 274 8 0 0 $ $ $ $ Page 14 of 17 62 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 3 Recommended Rehabilitation Work - Sorted by Manhole Identification Number 8S-CS106 8S-CS109 19960 RCP 21 89 0 0 0 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. RCP 33 373 0 3 3 $ No $ Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 155 0 1 2 $ - $ $ $ - Cost 8S-CS4 8S-CS106 8S-CS109 19960 RCP 21 89 0 0 0 $ - $ $ $ - 8S-CS108 8S-CS109 19954 RCP 33 373 0 3 3 $ 74,580 $ $ $ 74,580 SS-CS109 8S-CS110 19961 RCP 33 155 0 1 2 $ - $ $ $ - 8S-CS11 8S-CS4 19907 VCP 15 300 13 4 238 $ 25,492 $ 1,950 $ $ 27,442 8S-CS110 8S-CS111 19964 RCP 33 211 0 0 0 $ - $ - $ $ - 8S-CS111 8S-CS113 19965 RCP 33 371 0 0 0 $ $ $ $ SS-CS112 08S-BT20 20130 15 7 0 0 0 $ $ $ $ SS-CS113 19S-CS11 20406 36 375 0 0 0 $ $ $ $ - SS-CS114 8S-CS108 19952 VCP 15 128 7 3 46 $ 10,880 $ 1,050 $ $ 11,930 SS-CS120 8S-CS119 19899 12 32 1 0 0 $ - $ - $ $ - SS-CS121 8S-CS26 20131 8 185 4 4 7 $ 8,330 $ 600 $ $ 8,930 SS-CS122 8S-CS34 19925 12 28 0 0 0 $ - $ - $ $ - SS-CS125 8S-CS15 20428 RCP 12 133 5 3 21 $ 9,338 $ 750 $ $ 10,088 8S-CS126 8S-CS13 19900 VCP 12 277 11 5 158 $ 19,418 $ 1,650 $ $ 21,068 8S-CS13 8S-CS14 19912 RCP 27 178 0 3 319 $ 27,606 $ - $ $ 27,606 8S-CS14 8S-CS15 19913 RCP 27 199 0 3 356 $ 30,845 $ $ $ 30,845 8S-CS15 8S-CS16 19914 RCP 27 370 0 3 662 $ 57,319 $ $ $ 57,319 8S-CS15 8S-CS9 20339 15 311 9 3 33 $ 26,427 $ 1,350 $ $ 27,777 8S-CS16 8S-CS21 19916 RCP 30 319 1 0 0 $ - $ - $ $ - 8S-CS2 8S-CS3 19901 VCP 18 374 3 4 20 $ 37,380 $ 450 $ $ 37,830 8S-CS20 8S-CS125 19903 RCP 12 141 8 3 21 $ 9,835 $ 1,200 $ $ 11,035 8S-CS21 8S-CS39 19917 RCP 30 320 0 3 572 $ 55,983 $ - $ $ 55,983 8S-CS22 8S-CS19 19941 VCP 15 310 13 2 7 $ 26,350 $ 1,950 $ $ 28,300 8S-CS23 8S-CS119 19898 VCP 12 106 4 1 1 $ - $ - $ $ - 8S-CS24 8S-CS26 19923 VCP 12 140 3 3 66 $ 9,814 $ 450 $ $ 10,264 8S-CS26 8S-CS34 19924 VCP 12 169 5 3 181 $ 11,858 $ 750 $ $ 12,608 8S-CS27 8S-CS20 19902 RCP 12 196 8 3 60 $ 13,685 $ 1,200 $ $ 14,885 8S-CS27 8S-CS35 19918 VCP 12 221 6 3 3 $ 15,477 $ 900 $ $ 16,377 8S-CS3 8S-CS4 19905 VCP 21 379 2 3 156 $ 47,363 $ 300 $ $ 47,663 8S-CS30 8S-CS17 19906 VCP 12 454 18 5 47 $ 31,752 $ 2,700 $ $ 34,452 8S-CS34 8S-CS47 19926 VCP 12 77 1 3 14 $ 8,000 $ 150 $ $ 8,150 8S-CS35 8S-CS36 19919 VCP 12 115 1 3 16 $ 8,071 $ 150 $ $ 8,221 8S-CS36 8S-CS37 19920 VCP 12 82 3 4 20 $ 8,000 $ 450 $ $ 8,450 8S-CS37 8S-CS38 19921 VCP 12 24 4 0 0 $ - $ - $ $ - 8S-CS38 8S-CS39 19922 VCP 12 141 10 5 19 $ 9,877 $ 1,500 $ $ 11,377 8S-CS39 8S-CS41 19930 RCP 33 10 0 0 0 $ - $ - $ $ - 8S-CS39 8S-CS40 19938 VCP 15 7 0 0 0 $ - $ - $ $ - 8S-CS4 8S-CS5 19908 VCP 21 359 4 5 845 $ 44,850 $ 600 $ $ 45,450 8S-CS40 8S-CS46 19939 VCP 12 368 13 4 128 $ 25,739 $ 1,950 $ $ 27,689 8S-CS41 8S-CS42 19931 RCP 33 151 0 0 0 $ - $ - $ $ - 8S-CS42 8S-CS45 19932 RCP 33 216 0 3 385 $ 43,220 $ $ $ 43,220 8S-CS45 9S-CS27 19972 RCP 33 346 0 3 619 $ 69,280 $ $ $ 69,280 8S-CS46 8S-CS45 19933 VCP 15 1 0 0 0 $ - $ $ $ - 8S-CS46 8S-CS22 19940 VCP 15 330 15 4 109 $ 28,050 $ 2,250 $ $ 30,300 8S-CS47 8S-CS58 19927 VCP 15 241 0 3 12 $ 20,468 $ - $ $ 20,468 8S-CS5 8S-CS10 19909 VCP 24 274 10 5 33 $ 41,025 $ 1,500 $ $ 42,525 8S-CS51 8S-CS41 19936 VCP 18 145 0 4 55 $ 14,510 $ - $ $ 14,510 8S-CS57 8S-CS51 19935 RCP 15 38 0 2 2 $ 3,264 $ - $ $ 3,264 8S-CS58 8S-CS65 19928 VCP 15 121 2 3 5 $ 10,285 $ 300 $ $ 10,585 8S-CS62 8S-CS68 19947 RCP 15 198 6 4 38 $ 16,813 $ 900 $ $ 17,713 Page 15 of 17 63 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 3 Recommended Rehabilitation Work - Sorted by Manhole Identification Number 8S-CS63 8S-CS62 19946 VCP 12 202 4 5 199 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. VCP 21 162 0 0 0 $ No $ - Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 236 0 2 2 $ 20,060 $ $ $ 20,060 Cost 8S-CS57 8S-CS63 8S-CS62 19946 VCP 12 202 4 5 199 $ 14,126 $ 600 $ $ 14,726 8S-CS64 8S-CS69 19955 VCP 21 162 0 0 0 $ - $ - $ $ - 8S-CS64 8S-CS62 20132 RCP 15 236 0 2 2 $ 20,060 $ $ $ 20,060 8S-CS65 8S-CS57 19929 PVC 12 138 4 0 0 $ - $ $ $ - 8S-CS68 8S-CS74 19948 VCP 15 151 10 4 82 $ 12,861 $ 1,500 $ $ 14,361 8S-CS69 8S-CS75 19956 RCP 21 207 0 3 369 $ 25,925 $ - $ $ 25,925 8S-CS70 8S-CS71 20230 12 8 0 0 0 $ - $ - $ $ - 8S-CS71 8S-CS73 19942 VCP 12 179 1 2 3 $ 12,544 $ 150 $ $ 12,694 8S-CS73 8S-CS76 20380 VCP 12 230 1 0 0 $ - $ - $ $ - 8S-CS74 8S-CS78 19949 VCP 15 152 7 4 39 $ 12,920 $ 1,050 $ $ 13,970 8S-CS75 8S-CS79 19957 RCP 21 106 0 0 0 $ - $ - $ $ - 8S-CS76 8S-CS77 19945 VCP 12 39 0 5 5 $ 8,000 $ - $ $ 8,000 8S-CS77 9S-CS24 19943 VCP 15 241 3 4 8 $ 20,485 $ 450 $ $ 20,935 8S-CS78 8S-CS84 19950 VCP 15 174 8 4 390 $ 14,807 $ 1,200 $ $ 16,007 8S-CS79 8S-CS85 19958 RCP 21 177 0 0 0 $ - $ - $ $ - 8S-CS80 8S-CS89 19962 VCP 8 219 2 2 2 $ 9,869 $ 300 $ $ 10,169 8S-CS81 8S-CS82 19966 RCP 18 174 4 4 10 $ 17,360 $ 600 $ $ 17,960 8S-CS82 8S-CS94 19967 RCP 12 114 0 2 2 $ 7,980 $ - $ $ 7,980 8S-CS83 9S-CS83 19565 VCP 8 229 1 2 2 $ 10,301 $ 150 $ $ 10,451 8S-CS85 8S-CS99 19959 RCP 21 163 0 0 0 $ - $ - $ $ - 8S-CS89 8S-CS110 19963 VCP 15 349 0 2 2 $ 29,665 $ - $ $ 29,665 8S-CS9 8S-CS3 19904 VCP 15 293 12 4 327 $ 24,922 $ 1,800 $ $ 26,722 8S-CS90 8S-CS91 19969 VCP 8 156 2 2 6 $ 6,998 $ 300 $ $ 7,298 8S-CS91 8S-CS92 19970 VCP 8 49 1 0 0 $ - $ - $ $ - 8S-CS92 8S-CS93 19971 VCP 8 217 3 0 0 $ - $ - $ $ - 8S-CS94 8S-CS112 19968 VCP 18 349 4 3 627 $ 34,900 $ 600 $ $ 35,500 8S-CS96 8S-CS114 19951 VCP 15 153 8 4 127 $ 13,039 $ 1,200 $ $ 14,239 9N-CS1 9N-CS6 20430 RCP 48 161 0 0 0 $ - $ - $ $ - 9N-CS3 9N-CS4 20288 RCP 42 299 0 0 0 $ $ $ $ 9N-CS4 MWRD-001MH 20289 RCP 42 308 0 0 0 $ $ $ $ - 9S-CS1 9S-CS4 20207 VCP 18 282 15 4 53 $ 28,220 $ 2,250 $ $ 30,470 9S-CS13 9S-CS26 20218 VCP 33 353 2 5 621 $ 70,680 $ 300 $ $ 70,980 9S-CS14 9S-CS13 20213 VCP 30 362 0 5 1,544 $ 63,263 $ - $ $ 63,263 9S-CS15 9S-CS37 20323 12 327 15 3 24 $ 22,862 $ 2,250 $ $ 25,112 9S-CS17 9S-CS15 20216 VCP 12 315 11 3 23 $ 22,036 $ 1,650 $ $ 23,686 9S-CS17 9S-CS19 20295 VCP 12 211 7 5 34 $ 14,791 $ 1,050 $ $ 15,841 9S-CS18 9S-CS16 20212 VCP 12 314 11 4 8 $ 21,959 $ 1,650 $ $ 23,609 9S-CS18 9S-CS20 20221 VCP 12 279 12 4 56 $ 19,544 $ 1,800 $ $ 21,344 9S-CS19 9S-CS22 20296 VCP 12 128 0 2 4 $ 8,960 $ - $ $ 8,960 9S-CS20 9S-CS23 20293 VCP 12 300 8 5 100 $ 21,000 $ 1,200 $ $ 22,200 9S-CS23 9S-CS22 20294 VCP 27 494 6 5 317 $ 76,555 $ 900 $ $ 77,455 9S-CS24 9S-CS25 20220 VCP 15 134 0 3 5 $ 11,390 $ - $ $ 11,390 9S-CS25 9S-CS38 20005 83 215 0 0 0 $ - $ $ $ - 9S-CS26 9S-CS12 20217 33 9 0 2 2 $ 1,740 $ $ $ 1,740 9S-CS28 9S-CS27 20219 33 6 0 0 0 $ - $ $ $ - 9S-CS28 9S-CS25 20357 57 770 1 0 0 $ - $ $ $ - 9S-CS3 9S-CS6 20209 VCP 12 286 15 5 424 $ 20,034 $ 2,250 $ $ 22,284 9S-CS31 9S-CS25 19974 VCP 24 265 8 5 526 $ 39,765 $ 1,200 $ $ 40,965 9S-CS33 9S-CS19 20324 RCP 8 33 0 0 0 $ - $ - $ $ - 9S-CS34 19S-CS12 20355 58 419 3 0 0 $ - $ - $ $ Page 16 of 17 64 Village of Mount Prospect, Illinois 2015 Combined Sewer Televising Condition Assessment Appendix 3 Recommended Rehabilitation Work - Sorted by Manhole Identification Number 9S-CS35 9S-CS37 20297 RCP 36 363 0 4 1,155 Recommendations & Estimate Of Probable Cost Upstm MH Dnstm MH Inspection Pipe Mtrl. Pipe Dia. Televised Laterals Segment Overall Struct. RCP 36 364 0 0 0 $ No $ 34,950 Length $ Grade Rating CIPP Cost Reinst. Cost Spot Repair Total Rehab. Cost 116 1 0 0 $ - $ $ $ - Cost 9S-CS7 9S-CS35 9S-CS37 20297 RCP 36 363 0 4 1,155 $ 90,850 $ 161,400 $ $ 90,850 9S-CS37 9S-CS28 19973 RCP 36 364 0 0 0 $ - $ 34,950 $ $ - 9S-CS38 9S-CS34 20342 83 116 1 0 0 $ - $ $ $ - 9S-CS4 9S-CS7 20208 VCP 18 347 15 5 172 $ 34,660 $ 2,250 $ $ 36,910 9S-CS5 9S-CS8 20214 VCP 12 298 11 4 407 $ 20,839 $ 1,650 $ $ 22,489 9S-CS6 9S-CS9 20210 VCP 12 297 13 4 387 $ 20,797 $ 1,950 $ $ 22,747 9S-CS8 9S-CS10 20215 VCP 15 344 13 4 781 $ 29,215 $ 1,950 $ $ 31,165 9S-CS83 9S-CS38 19566 VCP 15 61 0 0 0 $ - $ - $ $ - 9S-CS9 9S-CS11 20211 VCP 15 294 9 4 794 $ 24,999 $ 1,350 $ $ 26,349 MWRD-001MH 9N-CS1 20290 RCP 42 204 0 0 0 $ - $ - $ $ Total Cost $ 15,697,949 $ 372,150 $ 35,000 $ 16,105,099 Category 5 $ 2,652,465 $ 85,800 $ 35,000 $ 2,773,265 Category $ 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 65 Village of Mount Prospect, Illinois Exhibit A 2015 Combined Sewer Televising Condition Assessment BID FORM Sanitary and Storm Sewer Lining FROM: Hoerr Construction, Inc. ou x 65 Go...dfe d, IL 61742 416 «aunty Road 200Nµ PO o_ a , o (hereinafter called "Bidder") �._.._ ._�._.. TO: Office of the Village Manager, 3'd Floor 50 South Emerson Street Mount Prospect, Illinois 60056 (hereinafter called "Village" or "Village of Mount Prospect") Bid For: Sanitary and Storm Sewer Lining The bidders have familiarized themselves with the work and probable work conditions required under this Bid affecting the cost of the work and with the Bid Documents which include: Notice to Bidders Table of Contents Instructions for Bidders General Conditions Schedule of Prices Specifications Bid Form Affidavit — Bid Certification Form Bid Security Bid Sheet Contract Document Therefore, the Bidder hereby proposes to furnish all supervision, technical personnel, labor, materials, tools appurtenances, equipment, and services (including all utility and transportation services) required to construct and complete the Work, all in accordance with the above -listed documents. Bidder agrees to perform all of the Work and provide the equipment and materials described in the Bid Documents, as follows: Bidder has bid on all items and has provided a price for all Items. The Bidder acknowledges that it is responsible for the verification of all pipe sizes and depths prior to the ordering of materials. The Bidder will complete and provide all labor, equipment, materials, and mobilization (if applicable) to perform the Work as incidental to the fixed item price for each item proposed. In submitting this bid, the Bidder understands that the Village of Mount Prospect reserves the right to add to or subtract from the estimated quantities. The Village of Mount Prospect intends to award one (1) contract (if at all) for the items bid. If written notice of award of this bid is mailed, emailed, or otherwise delivered to the Bidder at any time before this bid is withdrawn, the Bidder agrees to execute and deliver the contract in the prescribed form and 36 67 furnish payment and performance bonds, or letter of credit, and the insurance certificates required by the Bid Documents to the Village within ten (10) days after receipt. The Bidder, and as successful bidder/Contractor upon award of the Contract understands and agrees to the following: 1) The Contractor agrees to provide all Work and items and material to the Village as noted in the Bid Documents and comply with the requirements of the Bid Documents. 2) The Contractor agrees to comply with all applicable state and federal laws, rules and regulations, and county and municipal ordinances, as described in the General Conditions. All Addenda pertaining to this project shall be acknowledged by the Bidder in the spaces provided below: Failure to acknowledge receipt, as provided above, may be considered sufficient grounds for disqualification of the bidder and rejection of his/her bid submittal. A record of all Addenda and copies of same will be available to all qualified bidders from the Village of Mount Prospect. Public Works Department, 1700 West Central Road, Mount Prospect, Illinois two (2) days prior to the letting. It shall be the bidder's responsibility to become fully advised of all Addenda prior to submitting its bid. Upon award of the contract, the Village will send Notice of Award to the successful Bidder, the Bidder must then execute the contract and provide the required bonds or letter of credit and certificate of insurance to the Village within ten (10) business days. The Village will then issue a written Notice to Proceed. Failure to complete the work in the designated time frame may result in the Director of Public Works withholding compensation due the contractor for failure to complete the said work in the designated time frame, calling the bonds, or taking such other action as may be available. Secprity in the sum of ten (10/x) percent of the amount bid in form of (check one): Bid Bond Certified Check Bank Cashier's Check is attached hereto in accordance with the "Instructions for Bidders". This Bid Submittal contains the following: 1) Bid Form 2) Affidavit —Bid Certification Form 3) Bid Security 3) BID SHEET(S) — Sanitary and Storm Sewer Lining 37 esectfull sukarnitted Name of "irm/Bidder: H err Construction Inc. By: _....... o _. .........ww_...._ ..._._...., __. (Signature) Title: ------- MaXPJ_ jj_PrCSj' Date: �....m ...._..... Qpnj� qt Infer tip Official Address: 1416 County Road 200N, PO Box 65 Goodfield, IL 61742 Telephone: -192&U -66 3 Email: info hoerr.com, mkaisnerr.corr ONE (1) SIGNED COPY OF THIS BID FORM AND BID SHEETS (Pages 36-43) ALONG WITH THE AFFIDAVIT — BID CERTIFICATION FORM, AND BID SECURITY SHALL BE SUBMITTED IN A SEALED MARKED ENVELOPE. VILLAGE OF MOUNT PROSPECT 38 AFFIDAVIT — BID CERTIFICATION FORM Bidder: Company/Firm Name: Hoerr Construction, Inc. Address: 1416 County Road 200N, PO Box 65, Goodfield, IL 61742 As a condition of entering into a contract with the Village ofMount Prospect, and under oath and penalty of poijuand possible terinination of c0:nf:ra&t �r,ghts and debarment, the undersigned, rVax P Hoerr 11 being first n duty deposes and states that tie or she is IjTe–ii air–t(« secr:e—t;— (sole owner, partner, joint ventured, President, Secretary, etc.) and has the authority to make all certifications required by this affidavit, Section I N20 golluslon The undersigned certifies that this bid is genuine and not collusive or a sham, that said bidder has not colluded, conspired, connived or agreed, directly or indirectly, with any bidder or person, to put in a sham bid or to refrain from bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or cornmunication or conference with any person, to fix the bid price element of this bid, or of that of any other bidder, or to secure any advantage against any other bidder or any person interested in the proposed contract Section 11 Bi Ri n and Rotating The undersigned further states that ------ Hoerr Construction Inc. -------- is not barred from bidding or contracting as a result of a conviction for violations of state laws prohibiting bid rigging or bid rotating or any similar offense of any state of the United States, as provided in Sections 3311-3 and 33E-4 of the Illinois Criminal Code, 720 ILCS 5/33E-3, 33E-4, Section III Drug, Free or lace The undersigned further states that — Hoerr Construction ,-I,nc, (Name of Company) provides a drug-free workplace pursuant to the Drug Free Workplace Act, 30 ILCS 580/1, et seq., and has, to the extent not covered by a collective bargaining that deals with the subject of the Substance Abuse Prevention in Public Works Projects Act, 820 ILCS 26511 et seq., a substance abuse prevention program that meets or exceeds these requirements of that Act. Section IV Tax Pavment The undersigned further states that -Hoerr is riot delinquent in payment of any taxes to the Illinois Department of Revenue, In accordance with Illinois Compiled Statues, 65 ILCS 5111.42.1. The undersigned understands that making a false statement regarding delinquency in taxes is a Class A Misdemeanor and, in addition voids the contract and allows the municipality to recover all amounts paid to the individual or entity under the contract in civil action. Section Vsexua 1 11 Rata meat Poli cy 39 70 Pursuant to Section 2-105(A) of the Illinois Human Rights Act, 775 ILCS 5/2-105 (A), every party to a public contract must: "Have written sexual harassment policies that shall include, at a minimum, the following information: (1) the illegality of sexual harassment; (11) the definition of sexual harassment under State law; (III) a description of sexual harassment, utilizing examples; (IV) the vendor's internal complaint process including penalties; (V) the legal recourse, investigative and complaint process available through the Department (of Human Rights) and the Commission (Human Rights Commission); (VI) directions on how to contact the Department and Commission; and (VII) protection against retaliation as* provided by Section 6-101 of the Act. (Illinois Human Rights Act)." A "public contract" includes: ... every contract to which the State, any of its political subdivisions or any municipal corporation is a party." 775 ILCS 5/1-103 (M) (2002), The undersigned further states that Hoerr Construction, Inc. _....... _.,M, has a written sexual harassment policy in place in full compliance with 775 il-CS 512-105 (A) (4). It is expressly understood the foregoing statements and representations and promises are made as a condition to the right of the bidder to receive payment under any award made under the terms and provisions of this bid. The undersigned certifies that all i formation contained in this Affidavit is true and correct. Signed by: _ Title: mgPresident & Secretary Signature _...�.�.......... Name Printed: Max P. Hoerr II affirmed r. Signed and~004o before me this �p day of e My commission expires: „ HOLLY � N. KNE:Jun N ry Public OFFICIALSE Notary Public - Statellinois My Commission Expires 02, 2024 40 71 BID SECURITY Included with this bid is a bank cashier's check, certified check or bid bond in the amount of f �m being ten percent (10%) of the total amount bid by the Bidder, in favor of the Village of Mount Prospect. It is hereby agreed that, should Bidder be awarded the Work contemplated under this bid and fail or refuse to execute a contract for said Work, or to provide the required payment and performance bonds, or letter of credit, and certificate of insurance, then this security, in the amount stipulated above, shall be forfeited and may be retained by the Village of Mount Prospect as liquidated damages and not as a penalty. All bids to remain firm for a period of ninety (90) days after bid opening date. tk SUBMITTED THIS 20 DAY OF 2023. SEAL (if coaortt).«�« OOSTRU, .� SEA . r. Bidder: Bidder's Agent and Agent's Title Title Note: If bidder is a partnership, the bid must be signed by at least two of the partners. Note: If bidder is a corporation, the bid must be signed by an authorized officer of the corporation, attested and sealed by the secretary or other authorized officer. If a corporation, note here the state of incorporation: Incorporated under the laws of the State of �� ..._... ,..�. 41 72 AIA Document A310tm - 2010 Bid Bond Contractor: (Name, Legal Status and Address) Hoerr Construction Inc PO Box 65 Goodfield IL 61742 Owner: (Nance, Legal Status and Address) Village of Mount Prospect 50 S Emerson Street Mt. Prospect, IL 60056 Surety: (Name, Legal Status and Principal Place of Business) West Bend Mutual Insurance Company 1900 S 18th St., P O Box 1995 West Bend WI 53095 Bond Amount: Ten percent of bid Project: (Name., location or address, and Project number, ifany) 2023 Sanitary & Combined Sewer Lining The Contractor and Surety are bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, as provided herein, The conditions of"this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents, or within such time period as may be agreed to by the Owner and Contractor, and the Contractor either (1) enters into a contract with the Owner in accordance with the terms of such bid, and give such bond or bonds as may be Specified in the bidding or Contract Documents, with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner, for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof; or (2) pays to the Owner the difference, not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform the work: covered by said bid, theta this obligation shall be null and void, otherwise to remain in full force and effect. The Surety hereby waived any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid. Waiver of notice by the Surety shall not apply to any extension exceeding sixty (641) days in the aggregate beyond the time for acceptance of bids specified in the bid documents, and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty (60) days. If this Bond is issued in connection with a subcontractor's bid to a Contractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been furnished to comply with a statutory or other legal requirement in tile location of the Project, tory provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conform ing to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond, AIA Document A310-2010tm The American Institute of Architects (Converted to form by First Mid Insurance Group) ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text. The document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. 73 Signed and sealed this 20th day of February, 2023 c (Witness) (Witness AIA Document A310 — 2010tm The American Institute of Architects (Converted to form by First Mid Insurance Group) raaa460400r0, Po E. Hoerr s11111 tele _ (C ntractoras f�rinc�ii�rrr!)......._.w__. .. (AW/ ........ st Bl.n( Mutl �u 11► w"1 + i. r11i1 ay. ,..,...., (Surety) (Title) 1„) Morgason, Attorney -in -Fact 2 74 Slate of Illinois ) ss: County of Macon On 20th day of February, 2023 before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared James D Morgason known to me to be Attorney -in -Pact of West Bend Mutual Insurance Company the corporation described in and that executed the Nvithitj and forgoing instrument, and known to me to be the person who executed the said instrument in behalf of the said corporation, and he duly acknowledged to Inc that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above. (Notary llubhc) "OFFICIAL SEAL" CATHERINE L ATER NOTARY PUBLIC, STATE OF ILLINOIS MY COMMISSION EXPIRES 05-07.2023 75 TBE A MUTUAL INSURANCE COMPANY' POWER OF ATTORNEY THE SILVER LINING® Bond No. 2538090 Know all men by these Presents, That West Band Mutual Insurance Company, a corporation having its principal office in the City of West Bend, Wisconsin does rnake, constitute and appoint: James D. Morgason lawful Attorneys) -in -fact, to make, execute, seal and deliver for and on its behalf as surely and as its act and deed any and all bonds, undertakings and contracts of suretyship, provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed in amount the, sum of: Ten Million Dollars ($10,000,000) This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of West Bend Mutual Insurance Company at a meeting duly called and hold on the 21st day of December, 1999. ?lite plesident or any virf., pjrsj(l(qjt, oro nye other officer itir'lVest flead Mutual Inatronce ("on aPo 1tv way appoint by written curtilicate Attorae.�,s-1ntc whact to oct on belrall'of'the rt�tnpolry in the "ecution of andottavOtk(I ofbonds o�nd andertokhtys and other Thes�fjnotww ond the corporate se -of mo @w offixed byfacsimile, ysuch ttowerofuttoriwy orcerifficote ' Agn atures o rftiesiaide seal sholibe valid an d /winding upon tile (.,oj�jpouy, and tuty sitch power so execated and certified b ondfacsimile seal sholl be valid and binchiql opon the coovpony in the f�ltflre with respect to any bond or underrokiny or other writlity obligotoey Fra nature to which it Is attached, Any such op 1whitment may be revoked/air corose, or twatout couse, by oop sold offirer tit t)a.y tjttre. In witness whereof, the West Bend Mutual insurance Company has caused these prmnts to be signed by Its president undersigned and its corporate seat to be hereto duly attested by its secretary this 17th day of August, 2021, )Pher C. Zwy gai't Attest Kevin A. Steiner Secretary SW, Chief Executive Officer/President State of Wisconsin Mr County of Washington On the 17M day of August, 2021, before me personally came Kevin A. Steiner, to me known being by duly sworn, did depose and say that he resides In the County of Washington, State of Wisconsin; that he Is the President of West Bend Mutual Insurance Company, the corporation described in and which executed the above Instrument; that he knows the seal of the said corporation; that the seal affixed to said instrument is such corporate seal; that is was so affixed by order of the board of directors of said corporation and that he signed his name (hereto by like order. L TA,y i4at&ew E. Carlton Senior Corporate Attorney % . .....OF Notary Public, Washinfrton Co., WI '1-01 My Conlinissiort is Pertnanent The undersigned, duly elected to the office stated below, now the incumbent in West Bend Mutual Insurance Company, a Wisconsin corporation authorized to make this certificate, Do Hereby Certify that the foregoing attached Power of Attorney remains in full force effect and has not been revoked and that the Resolution of the Board of Directors, set forth In the Power of Attorney is now in force. Signed and sealed at West Bend, Wisconsin this 20th day of 2023 , SF ALp Heather Dunn Vice President — Chief Financial Officer N Oce, Any questions concerning this Power of Attorney may be directed to the Bond Manager at West Bend Mutual Insurance Company. N_ 1900 South 18th Avenue I West Band, WI 53095 1 Phone: (608) 410-3410 1 Fax: (877) 674-2663 1 www-thesilverlining.com 76 CONTRACTOR REFERENCES Please list below five (5) references for which your firm has performed similar work. 1. Name: 5. Name: Address. 50 77 HOERR CONSTRUCTION, INC. COMPLETED CIPP LINING PROJECTS TOTAL LENGTH STEAM! HOTWATER! AM9IENT 00 020 TOTAL 65,616 _ HOERR CONSTRUCTION, INC. COMPLETED CIDP LINING PROJECTS WERE= z zw TOTAL LENGTH STEAMI HOTWATERI AURiFNT HOERR CONSTRUCTION, INC. COMPLETED CIPP LINING PROJECTS STEAM! TOTAL HOTINATER1 LENGTH AMBIENT INSTALLED SIZES INSTALLED CDIMWLETEID CURE 00 2021 TOTAL 410,424 HOERR CONSTRUCTION, INC. COMPLETED CIPP LINING PROJECTS liffiiwD STEAM/ CPO TOTAL HOTWATERI LENGTH AMBIENT (Work In 2022 Max smilla. PPI (815) 313-6013 1551 W Norris Drive Qllawa. IL 61350 13.361 8"& 10" Agr-22 s 00 3 HOERR CONSTRUCTION, INC. COMPLETED CIPP LINING PROJECTS TOTAL LENGTH STEAW HOTWATERI AMENENT Project dollar amounts may be obtained by request from project owners or a Hoerr Construction, Inc. representative CD N TOTAL: 4,242,901 FEET 804 MILES DATE OF REPORT: 1119/2023 2022 TOTAL 496,799 City/State/Zip: Contact Person/Phone: Dates of Service.. �Project .Coat:..........�.�.�.........�.�.�.�.�..�.......... Coat: 51 83 BID SHEET §CMQ0 �� � ISI S~, Items Unit Mount Quantity $ Total for Total Amount Prospect Total LF 8" Cured in Place Pipe LF 4,671 4,671 $ 35.00 $ 163,485.00 10" Cured in Place Pipe LF 105 105 $ 69.00 $ 7,245.00 12" Cured in Place Pipe LF 4,511 4,511 $ 46.50 $ 209,761.50 24" Cured in Place Pipe LF 653 653 $ 108.00 $ 70,524.00 30" Cured in Place Pipe LF 709 709 $ 135.00 $ 95,715.00 36" Cured in Place Pipe LF 3,328 3,328 $ 188.00 $ 625,664.00 42" Cured in Place Pipe LF 667 667 $ 270.00 $ 180,090,00 Heavy Cleaning LF 4,000 4,000 $ 3.00 $ 12,000.00 Reinstatement of Service- Sanitary Sewer Each 183 183 $ 100.00 $ 18,300.0+0' Protruding Tap Removal Each 20 20 $ 300.00 $ 6,000.00 Grand Totals $ $ 1,388,784.50 Summary,of Prices One million three hundred eighty eight thousand seven Total Base Bid hundred eighty four dollars and fifty cents TOTAL BASE BID PRICE (The sum of extensions of the bid sheet) One miltion three hundred eighty eight thousand seven hundred eighty four - Dollars and ...._...w... Fiftv._� Cents (In Writing) (In Writing) 1 388 784 Dollars and 50 Cents (In Figures) (In Figures) Submitted this 20th day of U _, 2023. 42 84 Maris outside of the envelope: "2023 Sanitary and Combined Sewer Lining's and deliver to the 'pillage Manager's office at 50 South Emerson ;street 31d Floor, Mount Prospect, Illinois, 60056, by 1:00 p.m., MONDAY, February 20, 2023. Hoerr Construction µ . Inc. m m Name of Company/Firm 1416 County Road 200N, PO Box 65, Goodfield, IL 61742 Address of Company/Firm By: Mair P. ljoerr Il, President. Sor:retary Phone: 309-691-6653 Date submitted: February 16th 2023 ......� .�...�.�.....�.�. .... _w Also, note any exceptions to the specifications. Max P. Hoerr II, 60% Owner Andrew Hoerr, 30% Owner F;oerr n thacti n Inc. a n „Ho pir ,10no Orqei� m COMPANY OWNER 1416 County Road 200N, PO Box 65, Goodfield, IL 61742 309-691-6653 ADDRESS CITY, STATE, ZIP PHONE 2023 SIGNATURE DATE Note: All bids to remain firm for thirty (90) days. Be sure to mark the outside of the envelope, "Sanitary and Storm Sewer Lining." 43 85 BIDDERS ACKNOWLEDGEMENT OF RECEIPT CONTRACT DOCUMENTS FOR THE VILLAGE OF MOUNT PROSPECT, ILLINOIS Sanitary and Combined Sewer Lining ADDENDUM NO.1 BIDDER hereby acknowledges receipt of Addendum No. 1 Company Name: Signature: Print Name: Position/Title: Date: Note: This Addendum shall be included with and is considered part of the bid documents. Failure to return this form may result in the disqualification of the BIDDER. Include this original in your bid. Page 3 of 3 86 Hoerr Construction, Inc. P. a. Box 65 GOODFIELD, IL 61742 Contractor No 2635 WHO HAS FILED WITH THE DEPARTMENT AN APPLICATION FOR PREQUALIFICATION STATEMENT OF EXPERIENCE, EQUIPMENT AND FINANCIAL CONDITION IS HEREBY QUALIFIED TO BID AT ANY OF DEPARTMENT OF TRANSPORTATION LETTINGS IN THE CLASSES OF WORK AND WITHIN THE AMOUNT AND OTHER LIMITATIONS OF EACH CLASSIFICATION, AS LISTED BELOW, FOR SUCH PERIOD AS THE UNCOMPLETED WORK FROM ALL SOURCES DOES NOT EXCEED $91,076,000.00 012 DRAINAGE 013 DRAINAGE CLEANING 014 ELECTRICAL $27,975,000 $3.550,000 $3,675,000 THIS CERTIFICATE OF ELIGIBILITY IS VALID FROM 6/8/2022 TO 4/30/2023 INCLUSIVE, AND SUPERSEDES ANY CERTIFICATE PREVIOUSLY ISSUED, BUT IS SUBJECT TO REVISION OR REVOCATION, IF AND WHEN CHANGES IN THE FINANCIAL CONDITION OF THE CONTRACTING FIRM OR OTHER FACTS JUSTIFY SUCH REVISIONS OR REVOCATION. ISSUED AT SPRINGFIELD, ILLINOIS ON 61812022, IL 49440645 CD 4 R File Number 5761-511-7 ...... ire d/19"IIINV////;; ,Ai rrrr m/ S p w� ill .ilii°� o z ��� . a To all to whom these Presents Shall Come, Greeting: I, Jesse White, Secretary of State of the State of Illinois, do hereby certify that I am the keeper of the records of the Department of Business Services. I certify that HOERR CONSTRUCTION, INC., A DOMESTIC CORPORATION, INCORPORATED UNDER THE LAWS OF THIS STATE ON DECEMBER 29, 1993, APPEARS TO HAVE COMPLIED WITH ALL THE PROVISIONS OF THE BUSINESS CORPORATION ACT OF THIS STATE, AND AS OF THIS DATE, IS IN GOOD STANDING AS A DOMESTIC CORPORATION IN THE STATE OF ILLINOIS. In Testimony , I hereto set my hand and cause to be affixed the Great Seal of the State of Illinois, this 14TH day of APRIL A.D. 2022 Authentication #: 2210401526 verifiable until 04/14/2023 Authenticate at: hltpJ1www.i1sos.gov t rwir..8;Fri-zARY OF STAiE ADDENDUM NO. 1 CONTRACT DOCUMENTS FOR THE VILLAGE OF MOUNT PROSPECT, ILLINOIS Sanitary and Combined Sewer Lining DATE: February 15, 2023 BID OPENING: February LOCATION: 50 South Emerson Street, 31 Floor, Village Manager's Office Please note the following clarifications, revisions, and additions the bid documents. To All Prospective Bidders: All BIDDERS for the above contract shall carefully read the enclosed addendum and consider its impact in the preparation of their bid. There have been some questions from contractors. They are listed below. There is also a design PDF attached to this Addendum. Questions & Answers: 1. Do you have any details on the pump station that is located across from 111 Horner Ln? It seems that 2 8" lines come into this structure but during field inspection we were unable to see anything. See attached existing conditions from a design plan set. The attached detail is from a plan set the Tillage intended to use to replace the station in 2019. However, due to permitting issues, we were unable to move forward with construction. During the lining process, my staff can manually control the pumps to keep the water levels down. 2. Is there video available for the segments on Horner Ln (Map 17), 11 N35-11 N44? I do not have one. 3. Will there be any public properties we will be able to park our trucks/equipment? Yes. 4. Can you provide any flow data? No. 5. On Prospect Manor, Map 11, Is this line a storm or combination sewer? If storm, can we release cure water? This is a relief sewer to the combination sewer and we consider it a combined sewer. 6. On Lonnquist Blvd, Map 2, Can we bypass into the 15" sewer on Na Wa Ta Ave? Yes, if need be. 7. Is this project Tax Exempt? We are tax exempt. 8. Will the construction barrier wall be removed, or can we close E Prospect Ave to allow for the installation of the CIPP? I am anticipating the wall to be removed by the time Page 1 of 3 90 lining begins. However this development is taking longer than they originally anticipated. We can work with the developer. 9. Could you please confirm if the Village will take the samples to the third -party testing facility or is it the responsibility of the contractor to send them off for testing? This is the contractor's responsibility. A sample is collected from each liner at the end of the project. The Village's Engineering Inspection consultant overseeing the project will assist in deciding which 25% are to be tested. Page 2 of 3 91 BIDDERS ACKNOWLEDGEMENT OF RECEIPT CONTRACT DOCUMENTS FOR THE VILLAGE OF MOUNT PROSPECT, ILLINOIS Sanitary and Combined Sewer Lining ADDENDUM NO. 1 BIDDER hereby acknowledges receipt of Addendum No. 1 Company Name: Signature: Print Name: Position/Title: Date: Note: This Addendum shall be included with and is considered part of the bid documents. Failure to return this form may result in the disqualification of the BIDDER. Include this original in your bid. Page 3 of 3 92 WET WELL SEC TiO -N A -A " > _ V m fAOWW LIFT STATM RECONSTPAICTMN EXISTWIS ONOMINS AND 01MOUM KM 93 DEMOLITT0.1,1 JI-HEDUI E REMOVE EX lSTI`CAIR allBBLER AND PRESSURE TRANSDUCER CCMPG�EENTS, PLUG WET WPLI PINITHATiONS WITH NON -SHRINK GROUT. O! CURB AMC GUTTER REMIEVAI ADD 02. NOT USPD. REPLACEMENT NOT USED. FI -1 LL BOTTOM 5 -'OP EXISTING W.FT.O.ELL WITH CONCRETE AN NOR, TO EXISTINGSTRUCTURE, 4 , , WiTH 15" AINCHOR R DS, 4 EVEN Y SPACED AROUND CIRCUMFERENCE AT R' 34 1F SANITARY SEWER TO BE REMOVED, VFRT!CAL SPACING iz: REMOVE Sill 1 INC TUBE. SPAL PENETRATIONS WITH NGN-5IIR1YIK GRUNT, A, IF STORM SEWER TO BE RPMOYPI, 12: GROUP DRY WELL SUCTION LIINE PIPE PEHETRATIONS. 23 LP STORM SEWER TO BE REMOVED, 12" REMOVE P-ASTNC DR' WELL ACCESS SHAFT, LADDER, AND HATCH TO A MINIMUM DEPTH, Or 6 LT -jRR AND C -0 -TER RP.OVAL AND 06 --FEET -RP OW, GRADE BACKI'Ll WITH CA -6 ACCRPCA-P MATERIAL COMPACIED TO . . - 9 REPLACEMENT 41DGIF IED PR'O'CTOR, 0 REMOVE 10 Or9;' OUCTILP RON FORCE MAIN BETWEEN DRY Po'ELL AND BYPASS SYSTEM VF. 0, TO CURB AND GUTTER REMOVAL AID 08 3 CAP EXISTING 6" SUCTION MAINS PRIOR TO PLOWABLE FILL. REPLACEMENT ,2 I 2�, 5 Sy HMA PAVEMENT RE40VA-L 0 REMOVE EXISTING DRY WPII EQUIPMENT 'PUMPS, BIOWER- ELECTRICAL PANEL: SUMP PUMP, 3EHLYI ER, SLOWER COM. P—SOR: 1 IGHTING: CORDS IT,�cl E., MAN IPULPS TO HE REMOVED @0 1 BACIIP'LL EXISTING -]BY WEE 1 ACCESS RISER, AND POKE MAIN WITH PLOWABLE 'ILL. Ex, CATCH BASIN -To up REMOVED - , I BENCH WI FI-. 1% 51 OPED CHANNEL RFTWFEN INE ET AND CUTLET PIFPS,ZA 1 F STORM SEWER REMOVAL, 12 1-2, SUCTION LINES TO BE ABANDONED IN PLACE ;SEE SOUP ULE ITEMS 5" ELECTRICAL SEOti!Cv NIPTrri- TRANSFER SWITCH, AND EMERGENCY CUT OFF SWITCH To BE MOVED, CONDUCTORS FEEDING CONED METER FITTING AND SERVICE 5H-1 AT 50 BE REMOVED AFTER NFW. COMFIT SERVICE .1EENERGIZED BY COMEDO L i VILLAGE OF MOUNT PROSPECT V m fAOWW LIFT STATM RECONSTPAICTMN EXISTWIS ONOMINS AND 01MOUM KM 93 ATTACHMENTA CAMP MCDONALD RD CENTRAL RD KENSINGTON RD LONNQUIST M 00 DEMPSTERJT 0 I— ,7 A<GpRg41�0 = pyo w y OAKTON ST EUCLID AV 0 w w a 0 O w a I— GOLF RD (RT 58) 0 LL J 0 SEMINOLE LN N W + E S Legend /\/ SEWER MAINS TO BE LINED 2023 MAP INFO AS OF JANUARY:---- Printed ANUARY""'Printed by JJF 94 F:1\\\2023SEWER TOBELINED....___ VILLAGE OF MOUNT PROSPECT SEWER MAINS TO BE LINED 2023 CENTRAL RD KENSINGTON RD LONNQUIST M 00 DEMPSTERJT 0 I— ,7 A<GpRg41�0 = pyo w y OAKTON ST EUCLID AV 0 w w a 0 O w a I— GOLF RD (RT 58) 0 LL J 0 SEMINOLE LN N W + E S Legend /\/ SEWER MAINS TO BE LINED 2023 MAP INFO AS OF JANUARY:---- Printed ANUARY""'Printed by JJF 94 F:1\\\2023SEWER TOBELINED....___ J _j co Lu z EUCLID AV U. ......................................... ......... .... .. . ...... . . ... ... .. .",gym nu mn uuw ;mo WE ............. . . .......... 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CIPP MAINS AS OF FEBRUARY 2023 co P m DEMSTER 'ff, . ...... .......... 4, SiT "N Q co . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. . ....... ............ uj ......... ............. .. ........ fff, ["l . ...... .... 64KT6k SY MAP AS OF FEBRUARY 2023 BYJJPIPW