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Home My WebLink About9.1 Stormwater Master Plan UpdateSubject Meeting Fiscal Impact (Y/N) Dollar Amount Budget Source Category Type Information Item Cover Page Stormwater Master Plan Update August 11, 2026 - SPECIAL MEETING OF THE MOUNT PROSPECT VILLAGE BOARD n/a n/a n/a VILLAGE MANAGER'S REPORT Presentation The Village Board approved a proposal for a Stormwater Management Master Plan from Christopher B. Burke Engineering (CBBEL) at the August 15, 2023, Village Board meeting. Building on the success of the 2011 Stormwater Study and Backyard Drainage Program, the Village desired to develop a comprehensive Stormwater Management Master Plan that does not review a specific past rain event but rather that will serve as a guide for future policies, programs, and projects for the next 20 years. This project was a top priority Action Item in the 2023-2024 and 2024-2025 Strategic Plans, and continues to be an Action Item in the 2025- 2026 Strategic Plan. The data collection phase was integral to the computer model development needed to create an accurate baseline condition for the Stormwater Master Plan. It included a substantial work effort to ensure accurate sewer system data was obtained for the Village -wide 19-square mile study area. The main data source for the sewer system was the Village's GIS sewer atlas. This was supplemented with extensive in -field data collection conducted by Village staff in 2023 and 2024, who collected GIS data on more than 1,100 sewer structures that proved instrumental in developing the existing conditions models. The consultant utilized all data provided by the Village, including the Village's GIS-based storm sewer network, to create an existing conditions model. This model was completed by the consultant in quarter 1 of 2025. The model was delivered to the Village in the form of inundation maps. Staff reviewed the initial inundation maps and provided comments to the consultant. This was an iterative process with several rounds completed before the consultant delivered the final storm sewer model in October 2025. These inundation maps poignantly reveal that stormwater ponding and flooding remains pervasive on both Village -owned streets and private property. Attached are maps that show stormwater collection areas during a 10-year storm event and during a 100-year storm event. A 10-year storm event has a rainfall volume with a 10% chance of occurring in any given year. Currently, most new commercial and residential developments design drainage to collect and convey a 10-year storm. A 100-year storm has a 1% likelihood of occurring in any given year. Two in -person Open House meetings were held this summer to solicit resident input. The meetings were held on June 11 and June 25 from 5PM - 7PM in the Farley Room at Village Hall. Attached is a slide deck that was utilized at the Open House meetings. The inundation maps were printed in large scale format and presented to the public as well. Staff conducted an online survey for most of the past year to give residents an alternative method to communicate about flooding or stormwater management concerns. Staff, along with CBBEL engineers, are currently developing a concept level stormwater capital plan, a specific demonstration analysis of a problematic stormwater collection basin, an ordinance review, development of a green infrastructure plan, examination of stormwater utility fee, and development of a stormwater toolbox. The final draft of the Master Stormwater Plan will be presented to the Village Board at the end of the year or early 2027. At that time, staff also intends to prompt a discussion of the Village's role, if any, in the resolution of private property drainage issues. Staff hopes to frame this future conversation with the scale and scope of stormwater improvement needs on Village -owned property, the scale and scope of stormwater improvement needs on private property, industry best practices, and the potential impacts of introducing new inflow sources to the stormwater collection system. For reference, below is a summary of the history of the Backyard Drainage Program. Originally, it was the Village's position that flooding problems occurring on private property were the property owner's issue to address. During the late 1980s, after some significant rain events, the Village adopted a policy to assist property owners by instructing staff to survey the property, identify the problem, and provide a design drawing to the property owner. This work was accomplished by Public Works staff with no cost to the property owner. The property owner could then use the drawing to obtain a permit, hire a contractor, and have the improvements installed at their cost and direction. Unfortunately, this resulted in very few improvements being installed because most property owners determined that the cost of construction was too high. During the 1990s, to further assist property owners with addressing their flooding problems, the Village began sharing the construction costs. Village Staff continued to provide the survey and design at no cost to the property owner. However, rather than the property owner paying 100% for the cost of the improvements, the Village did offer to reimburse the cost for improvements required within the public right of way. The property owner was responsible for hiring the contractor and covering the cost of the work on private property. Prior to 2008, a total of 73 design plans were prepared by staff and given to property owners, of which only 6 were constructed by the property owners. Recognizing that even the cost of the drainage improvements on private property was a greater burden than most property owners could afford, the Village implemented the Backyard Drainage Program (BDP). During the Committee of the Whole Meeting on May 13, 2008, the Village Board authorized the BDP to cover all construction costs for significant backyard drainage problems and decided that Village Staff would continue to provide surveys and design plans to all those that needed assistance. In 2015, the Village Staff presented a BDP update to the Village Board and changes were made to the program because the number of sites requesting assistance had greatly increased and the backlog waiting for funding had grown beyond the ability to construct improvements within a reasonable timeframe. This discussion resulted in a process that includes the following elements when private property flooding mitigation help is requested: • Staff will consult with the resident to obtain a general scope of the problem. • Staff will perform a detailed survey of the site and adjacent properties as necessary. • Staff will provide a design to minimize flooding on site. • If the flooding can be addressed by re -grading the property, the property owner is provided the design and directed to obtain a permit and hire a contractor to implement the design. Correcting any deficiencies in the existing grading is considered as a site maintenance issue, so Village participation is limited to providing the design. • If the flooding cannot be addressed by regrading, the property owner is provided a design including a piped connection from a new inlet in the backyard to the receiving sewer. This connection includes a restrictor to minimize the impact of the stormwater on the receiving system. The property owner is always allowed and encouraged to install the design using their own contractor (at their own cost). • To direct the available funding to the sites in most need, staff developed a system of evaluating each site, classifying sites as ""Flood Risk A", "Flood Risk B", or "Flood Risk C". Those properties classified as "Flood Risk A" typically experience flooding that reaches the foundation of one or more homes. Properties classified as "Flood Risk B" typically experience flooding that reaches one or more detached garages. "Flood Risk C" contains all other sites that cannot be resolved by regrading. The Village Board limited participation in the BDP to those sites that experience flooding severe enough to reach the house foundation or Flood Risk A sites. In addition, the Village Board directed that there should be an element of homeowner participation to receive Village funding for a project. Since 2015, participating property owners were required to pay 25% of the construction cost, with a maximum cost of $5,000. At the July 2019 Committee of the Whole meeting, the Village Board was again updated on the status of this program. At that time, the Village Board agreed to continue limiting BDP to Flood Risk A properties and to continue requiring homeowner financial participation (25% of cost with a $5,000 cap). In addition, the Village Board directed staff to discontinue preparation of design plans for Flood Risk B and C. The Village Board also directed staff to hire a consultant to alleviate the backlog of design plans promised to Flood Risk B and C properties prior to 2019. Presently, all the Flood Risk A properties have been constructed except for a handful of properties that have refused to participate financially. There are approximately 60 Flood Risk B properties and over 100 Flood Risk C properties. Discussion n/a. Alternatives 1. No Village Board action is requested at this time. 2. Action at the discretion of the Village Board. Staff Recommendation Not applicable. Attachments 1. M.ExistingConditions.08122025 2. 10yr and 100yr Flood Map Sheets 200' scale_081525 3. SMP Public Engagement_Dec2025 CHRISTOPHER B. BURKE (CBBEL) r HigginsRoad, - 611 Rosemont,• 60018�' 1 '� 1 11 ••- • MEMORANDUM Subject: Village of Mount Prospect Stormwater Master Plan Existing Conditions Summary Date: 8/12/2025 To: Sean Dorsey— Director of Public Works From: Jeff Julkowski, PE—CBBEL Kyle Berry, PE, CFM - CBBEL The purpose of this memorandum is to summarize the tasks completed to date for the Village of Mount Prospect Stormwater Master Plan (SMP) project. The Village has tasked CBBEL with the development of a comprehensive stormwater master plan that will serve as a guide for future policies, programs, and projects. CBBEL has completed a substantial portion of the tasks outlined in the scope of work including consolidation of relevant structure survey data and stormwater facility as -built data into a GIS database, development of a Village -wide stormwater model and mapping of areas of inundation to identify at -risk structures and excessive street ponding. 1 .1 11 im rii��iaii:)uc riiaim The Village of Mount Prospect, like many similar older communities, has historically experienced widespread flooding from combined and separated storm sewers from a wide range of storm events with varying degrees of intensity and durations. To effectively address the flooding issue, the Village contracted CBBEL to complete a Stormwater Master Plan (SMP). Two main objectives of the SMP are to assess the existing level of service (LOS) of the storm and combined sewer network and to develop improvement projects to alleviate flooding. The SMP includes the preparation of a Village -wide 2D hydrologic and hydraulic model to simulate the rainfall -runoff - conveyance process and its effect on the sewer system for a variety of real and design storm events. • The purpose of creating a stormwater model is to evaluate the existing drainage systems and how they respond to various storm event, to depict the expected surface flooding, and ultimately to determine whether improvements to the drainage infrastructure should be made. The process of developing the Village -wide stormwater model is summarized in the following sections. KDB/JJJ NAM OUNTPROSPECT\230205\Water\Docs\M.Existingconditions.08122025.Docx 1 (III (IIIIIII II (III . 11 . III riam The data collection phase was integral to the model development to create an accurate baseline condition for the SMP. It included a substantial work effort to ensure accurate sewer system data was obtained for the Village -wide 19-square mile study area. The main data source for the sewer system was the Village's GIS sewer atlas. This was supplemented with extensive in -field data collection conducted by Village staff in 2023 and 2024, who collected GIS data on more than 1,100 sewer structures that proved instrumental in developing the existing conditions models. Additionally, the Village provided nearly 200 as -built plans for public and private stormwater facilities including detention basin storage, parking lot storage and storm sewer storage, which helped to accurately portray existing flood storage in the model. Recently constructed Village drainage projects were also shared with CBBEL for inclusion in the model f 1. REPLACE � CWWALSCWCNK 1tMt'.11,JM'RED ... D JETOAMT" MAX.)INSTALLATION 2, PEPL"IgY'E r'UREs aMNC7 I:AyTT1"'R INSTMEE,ALLAFI N STORM SEVER) T�iLaMWIOMN (15 ��.�_� 12" AREA EMRAIN d NEI�E$5ARY 1WMTNIIIN THE TREE" RIMY w�wT, .. M"J 1 ,. PROTECTION AREA, TMIE IN W' Cf �1.E GONTR,At T P MUST C.MTAI:TTHE rlprsTRY rA1MrasioN PRJUR TO T19NNIN�` W�Ma. AIN OARDEIN,-4 ¢ IhHPLAN. WA ,IMMf cN�J1TA#If (100 Slap fMtsWM 9pl," 1 q T E 51+AU,. ]NOT EnaE CONNECTED TAM THE DRAIN WILE, STORM -„EVER OF RAwhM CARMEN, 5 A PEAM0 MUST K C16TONED FROM I007 0CF,OIITE K0414NINI, A'N'N' "IWR,Mrx 114 NE MAIN .">9 UT ROW. r, IT :5HALL EE TIC PROPERTY GME'R RESPON err T�) 12?�'R�'" ,��iC1 �^.,, rsc*,�m�E ANYuWrMD&alar�. m M (VOREC710NAL SORE) rl ;, 2,16 ATIu 0 183 MI ............................................... '" 0w .NEUS, TO E"k �,"M' A,Ti;`H BA��i11 iwliwww�il�wwNwWwawwwwwwww� rIT4 =:C,,,5 I S INN=,6' ,45 TEE �01rcilw SNOW IFENGE (TYP) ',uu Nu IR"W 11��, ; lu €u� XI,----- � IIIIII �Irlr .I n' EIR 21 (CLASS 200), MEFT Ex 'CIED°M'M &T'RE,AM INNFRT, EX A SOLID EV(,' CONNECT TO EX CATCH BASIN Pik °2 1'% (1w m ) ;I . .... T„ .. I `\ ra"�JIIA+E0 `T SIC:F# M "SEWER BE1NCHw�N�rEr,MF,Y. r ........ OPPER NE BOLT � h da, vu71�MMITNpWATT waTM�M3 �4 -� Li I: r look! kQ IM E+ aN 1 u)I 218 IN MAINMST -1 L ma �'f Jd MY Mew 7-fIFk such as projects from the Village s Backyard Drainage Program. These projects typically involve a Figure 1. Example Private Property storm sewer connection from a previously undrained Drainage Improvement Project backyard into the Village's storm sewer system in the street. Wherever possible, data from these private systems has been included in the modeling effo rt. II (III111 S I III III IIIIIII Data within the sewer pipe and sewer manhole shapefiles initially provided by the Village included the owner, pipe sizes, rim elevations and some invert elevations. The inverts not available in the GIS sewer atlas were supplemented with the data collection conducted by the Village. CBBEL combined the supplemental invert data with the original Village GIS data to develop a complete sewer atlas with all the available GIS data. The enhanced GIS database will be an important deliverable at the end of the SMP process. Key additions to the GIS database include: • Approximately 2,000 structures updated with pipe inverts • 121 Detention Basins with corresponding outlet control structure data • 59 Private property drainage systems Page 2 of 7 11111M m nnm nn m m nnn m n nnn nn n n A Personal Computer Stormwater Management Model (PCSWMM) was created of the Village's entire combined and separate sewer system. The PCSWMM software is a dynamic modeling program that determines the hydrologic response from a storm event and routes the runoff through the sewer network. There are three main components to a stormwater model. One is the pipe network including structures which conveys stormwater flows. The second is the surface data which determines how stormwater flows across the surface and where surface inundation (flooding) may occur. The third component is watershed data which describes how much area and the type of land cover that drains to a particular point. The pipe network (storm and combined) was input to the model using the GIS database information described previously. Pipe attribute information such as diameter, shape, slope, length, and invert elevation were assigned to each pipe segment in the model. The overland flow component ground surface) was represented using the 2D hydraulic modeling feature. In a 2D model, a digital terrain model (DTM) represents the ground surface. Once the pipe system is surcharged, stormwater flows across the ground surface based on the elevations in the DTM. Surface storage, ponding areas, overland flow routes, etc. are represented in the 2D portion of the model. For this study, the DTM was generated using 2022 Cook County LiDAR data for the entire Village. The GIS sewer database was combined with the 2022 Cook County 1-foot aerial topography and DTM to complete the subbasin delineation. Subbasins were manually delineated using previous delineations provided by the Village as a guide. The subbasins were generally divided to drain to low points at either intersections or mid -block. The Village - wide model area is 7.5 square miles and the average subbasin size was 2.7 acres which provides a high level of detail for the hydrologic portion of the PCSWMM model. Figure 2. Drainage Areas and Subbasin Delineation Land use information, which includes the amount of impervious versus pervious area in a particular subbasin, was developed using Cook County building footprint layers, Mount Page 3of7 Prospect roads and driveways layer, and supplemented manually with parking lot and missing impervious surfaces based on Cook County 2023 aerial imagery. A unique impervious area for each subbasin was calculated and input into the model. A detailed Village -wide subbasin map is provided as Exhibit 1. The 18 individual models created for the SMP account for all collector and trunk sewers under most streets in the Village and contains 4,488 junctions and 4,528 conduits. 5 pumps, 22 underground storage facilities, and 99 above ground detention basins were represented in the models. Both above ground and underground detention basin restrictor pipes were added manually based on Village provided as -built engineering plans. Several of the provided detention basin plans referenced storm sewer pipe storage and parking lot storage that was constructed to meet site detention requirements. These plan elements were not counted in Figure 3 below but were represented in the models. iA 1 iA iA iA 4 iA iA iA iA iA iA 1 iA 1 iA 14 iA 1 iA 1 iA 1 iA 1 iA Icy the Numbers Area c �,n ,� �nin�n � J��,n tioinn �ninn �,nIlia IPLIran Storage Flii.lii IDetention IIBliin 116 57 2.0 186 14 1 1 4 283 41 14 21 8.8, 49 47 0 3,9 3 88, 2.6 186 18 14 114 112 0 0 4 209 65 3.2 130 1 217 43, 5.0 115 1 4 83 3.9 152 153, 0 1 1 4 41 785 0 5 4 4 11 187 2 1 4 14 114 L 438, 486 0 1 127 1 1 136 4, 2.8, 1 3,10 46 6.7 118, 11 L1 542 51614 450 369 1. 467 ill 4.2 231 241 0 1 9 1 18012 2.7 4488 4528 5 22 199 Figure 3. Summary of PCSWMM Modeled Elements A "storm event" is defined by the total amount of rain, the duration in which it fell, and the distribution of the rainfall within the overall storm duration. Storms are often characterized as being an "X-year" storm; this term is often used to describe the magnitude of a storm, although more precisely it describes the likelihood of the storm happening in a given year. A 100-year storm has a 1 % chance (1 in 100) of happening in any given year; a 10-year storm has a 10% chance (10 in 100) of happening in any given year (Table 1). This terminology can be confusing Page 4 of 7 because, as stated above, a "storm event" includes both rainfall depth and duration. A storm that produces 4" or rain in one hour does not have the same likelihood of occurrence as a storm that produces 4" or rain in 24 hours, therefore they would not have the same "X-year" designation. Table 1. Design Storm Statistics For these types of stormwater analyses, it is common practice to establish a "critical duration", which is the duration of storm that generates the most flooding. Depending on the specific characteristics of a particular drainage system, a short -duration, high -intensity storm will produce the most flooding. This is common in pipe systems with limited capacity. Other systems with large storage volumes may require a greater rainfall depth to generate the greatest flooding even though the storm intensity is lower. To establish the critical duration, a model is run for all of the standard "X-year" storm durations (1-hour, 2-hour, 3-hour, etc.). The storm that generates the most flooding is considered to be the critical duration. While there may be variations throughout the Village in different drainage systems, a single duration is chosen for practicality. A critical duration analysis was completed using the PCSWMM models. The critical duration was determined for the Village's sewer system utilizing rainfall depths published in the 2020 Precipitation Frequency Study for Illinois (aka Bulletin 75) prepared by the Illinois State Water Survey (ISWS) and Huff rainfall distributions. Drainage Area 4 (DA 4) was chosen to represent the critical duration for the entire Village in order to reduce simulations times and because the 18 drainage areas have similar hydrologic and hydraulic characteristics. The results demonstrated that the 2-hour storm duration is the critical duration for the Village's storm sewer network. Engineers have always relied on various rainfall statistics when designing drainage systems. However, those statistics have changed over the years as more rainfall data has been added to the historical record. Each time new statistics have been adopted, the rainfall depths and intensities have generally increased. Four sets of rainfall data are relevant. Technical Paper No. 40, Rainfall Frequency Atlas of the United States (TP-40) by the Weather Bureau (now known as the National Weather Service), was the most widely used data up until the 1970s and 80s. The ISWS began publishing statistics in 1976. The ISWS data was updated in 1989 in what was called Bulletin 70, which was later updated in 2019 and referred to as Bulletin 75. Table 2 shows the 10-year, 2-hour rainfall values for these various data sources. Page 5 of 7 Table 2. 10-year, 2-hour Rainfall Values from Various Sources . ..... ..... ..... .... . ....... . . . .... . . . . . . . . .. . rice ....................................................................................... ............F- , i in -all, p �h .............................. BulletinISWS .. *The ISWS did not publish rainfall depths for recurrence intervals greater than 50 years in the 1976 study According to historical records, much of the Village was developed during the 1950's and 60's. Specific design standards of the era are unknown, but 5-or10-year design standard for storm systems would have been common. It is reasonable to assume that the original systems in the Village would have been designed using TP-40 rainfall and a 5- or 1 0-year design storm. In the 50's and 60's, receiving 2.4-inches of rain in 2 hours would have been considered a 10-year storm. Under current, Bulletin 75 standards, a 2.4" rainfall event would be considered less than a 5-year design storm. A 10-year storm is the modern design standard for construction of new storm sewer and is required by the Village Ordinance. While the older drainage systems in town may have been originally designed for a 10-year storm, based upon the newer rainfall data, these systems may only have the capacity to convey the runoff generated by what would be considered a 2-year storm by today's design standards. The existing conditions models were simulated for the 10-year and 100-year, 2-hour (critical duration) storm event. The model results are best represented by mapping the anticipated inundation areas resulting from the two storm events analyzed. Inundation mapping results are provided in Exhibit 2 and in a _1_ i_i__ii _ aP. Two factors should be considered when viewing the inundation mapping. First, a storm simulation is a dynamic event as runoff moves through the system to the outfall point. However, the flood mapping is a static picture that shows the maximum ponding in each area at any time. While it does show the maximum impacts, there is not a singular time when flooding is as widespread as is shown in the exhibits. Second, as described in the description of the critical duration, the mapping shows the most flooding that a 10-year storm would generate as this is commonly used for planning purposes. It should be noted that although they may overlap, the inundation areas produced bythe existing conditions models are notthe same as flood hazard areas published bythe Federal Emergency Management Agency (FEMA). Neither the model identifying flood -prone areas, nor any improvements triggered by it, will impact a property's floodplain designation. Page 6 of 7 The Level of Service (LOS) can have varying definitions. Ultimately, this study will identify areas where there are structures (homes) at risk of flooding from certain storm events and will develop conceptual projects to better protect these areas. The desired level of protection or service will be determined at that time. While there are variations throughout the Village, generally speaking, the existing systems can handle a 2-year critical duration storm without significant street ponding. This is a reasonable characterization of the current Level of Service. The next steps of the stormwater master plan development include a public engagement period that will include soliciting questions and comments from residents on stormwater-related issues in the Village. This will be implemented through the Village social media accounts, the Village newsletter, and open houses. The purpose of the public comment period is to validate model results and to obtain a better understanding of flood risk for structures. For instance, the modeling may show widespread backyard flooding. The level of detail needed to acquire actual low -entry elevations of each home, which would be needed to establish actual flood risk, is beyond the scope of this project. The open house forums will provide an opportunity for residents to weigh in on model results and narrow the scope of actual at -risk structures so that improvement areas can be better targeted. 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MODEL: ArcGIS 10 G DATE 6/4/2021 ROW (847) 823-0500 V\ 1 FIL� NAME 1 10yr 2hr Flood Maps Sheets 200'scale - -PLOT DATE _ 6/4/2025 10YR, 2HR STORM EVENT FLOODIN EXHIBIT 2 1 1 1 PATH I N:\MOUNTPROSPECT\230205\GIS\Exhibits\Existing Conditions Exhibits\1 Oyr 2hr Flood Maps Sheets 200' scale.mxd =� I IILegend IMunicipal Boundary Inundation Depth IIAt Risk Livable Structure <2' 2' 4' Modeled Elements 4" - 6" Outfalls W- I24 III6" - 81, IStructures 8' 12' IIIAOL ICombined Sewer I12' 24 IIII> 24" Storm Sewer ILA IPumps IIIIUnderground Storage IDetention Basins III7 d IIIIIIL IIIIIL IIIIIIII7,Z IIIIINOW IIIIIIIIIIIIIIIoom W-1 IW IIIIIIIWil IIIIIIIIL IDO L IIIIIIIIIIIIIIIIIIII, ,\M- I a P L ��P - I10 1 25\J,"AjL27]j128I II32" 2 A I1 I36, 46 7\, 45 8' 4 1--;_52J53j'�'�— IIT, 58 59� II4 4, IIIII III5 8 IIIICLIENT: IDSGN. KDB I TITLE: SHEET 12 of 87 DWN: KDB CHRISTOPHER B. BURKE ENGINEERING LTE)- VILLAGE OF CHKD. iii PROJ# 23-0205 9575 West Higgins Road. 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MODEL: ArrGIS 10 I 10YR, 2HR STORM EVENT FLOODING DATE 1/3012025 (847) 823-0500 )& ��l 10yr 2hr Flood Maps Sheets 200- Scale PLOT DATE 5/30/2025 EXHIBIT 2 1 1 1 PATH I N:\MOUNTPROSPFCT12302051(31�;IF�hibits\Existing Conditions E,hibitS\10yr2hr Flood Maps Sheets 200' scale.mxd =� I Legend Inundation Depth Municipal Boundary <2" IAt Risk Livable Structure Modeled Elements 2" - 4" 1 4 -6 Outfalls 6" - 8" IStructures 8" -12" Combined Sewer 12 24" IM7 > 24' Storm Sewer Pumps I Underground Storage Detention Basins 7 :7 1L IL 41 Ai II L egg L11,11 , C5 II7 n ICP -mat II'17 14 T T .1--ni *1004 2 I7- 66 I12 1 2!' I"Apo 7- I-7 III -oil C.4 . . ... ..... ... IL A & 07, it, L or IA, 00 0 7 IIo- - km L I;k. -7 -2 -ry I2- f 5_L J Ir '81 79' 8 ICLIENT: I1�7 CHRISTOPHER B. BURKE ENGINEERING LT0- 9575 West Higgins Road, Suite 600 VILLAGE OF MOUNT PROSPECT NO. DATE NATURE OF REVISION CHKD. DSGN. DWN CHKD. SCALE: MODEL KDB KDB iii 1:0 Arr.GIS 10 TITLE: EXISTING CONDITIONS SHEET 25 of 87 PROJ# 23-0205 DATE 5/3012025 Rosemont, Illinois 60018 PLOT DATE 5/30/2025 10YR, 2HR STORM EVENT FLOODING (847) 823-0500 FILE NAME PATH 10yr 2hr N:\MOUNTPROSPFC7230205\GIS\Fxhibits\Existing Flood Maps Sheets 200'scale Conditions Exhibits\ 1 Oyr 2 hr Flood Maps Sheets 200' scale.mxd EXHIBIT 2 "I',- I I I- �' � , I , I � �-111 - I�- �" �' 7' ,,, T" I'll I - - X, I � 'I', '�"'� 11 I I I I I" I " , EPT" t '�""��' ' X , � , "'� " " � 19 11, I - " I I '� - " , Legend I �� ' , , , �11\�� ""''k I'll -�"'* I "' ", � - .1 111in '' " I :-1 " --� �-�"- ""---I . , , II , 'N Ak� � , � 41""I'v- "I'll, 1 -'O -- " - ""' I \ , N" Z' ' - �I I Ot \�"\' -151 ' ", I i -5 , , , I � - -- I `� I - ' \ ' -11' '� , I'll � I - ,,, , - ,,, I 101011 -- , -,- � , , I I 11- I � " I " \� i �� , '�--' \ , I - - ,-1,�3l>�-�:,l"--l-I � -1 '�\'-�'\�-', "A''I',' I" �' �""- - OWN "I 10 'j, -" I", I, � I i ,'I "I'll z , § " , � � � I �\\` ... 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I %9 I , , - " , � ` , 1� \1 , l,\ I I I , \ , M wa I - , I I , kma- 1'1"1"111`lI% 11 I � I - ,-- 1� " -, I I - 4c,","", � u �l I , Z111,\ ,�� \ , I I " I � - , mtw- - - I&L , , A, , L' i\ - ': - I I'll -1 � I - �- I'll, " - -- \ \ , \ � " , , - " !� � II 11-� a � , , " 1'i'� I I 1\�, - I -I,-- ,11- - 9 '� � � \ \ -` , , - � I \ I " I I - I --- - - - ,, -- I CLIENT: DSGN. KDB TITLE: SHEET 34 of 87 1 DWN KDB CHRISTOPHER B. BURKE ENGINEERING LT0- T�� VILLAGE OF CHKD. iii I PROJ# 23-0205 9575 West HigginS Road, Suite 600 SCALE: 1:0 EXISTING CONDITIONS MOUNT PROSPECT NO. DATE NATURE OF REVISION CHKD. 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MODEL ArrGIS 10 10YR, 2HR STORM EVENT FLOODING DATE 5/3012025 (847) 823-0500 )& 1 FIL&E NAME i 10yr 2hr Flood Maps Sheets 200' scale I IPLOT DATE , 5/30/2025 EXHIBIT 2 1 1 PATH I N:\MOUNTPROSPFC7230205\GIS\Fxhibits\Existing Conditions Exhibits\ 1 Oyr 2 hr Flood Maps Sheets 200' scale.mxd =� Legend L: A Municipal Boundary Inundation Depth 0 At Risk Livable Structure <2" Modeled Elements 2" -4" outuls 4" - 6" Structures 8" - 12" Combined Sewer 12" - 24" m"QStorm Sewer > 24" --00 Pumps =11JIncleMI-omd Storage ADetention Basins '4K g Q\ till 3 'N\\1.__0\=W WSW T____ PIK" a! 1 1 q - p � � 11� W A- K a IN-1-110-INE 121 1:tortih LIM F A Ng - o Z �i mingv, OR 00- ,jq"A c NIg 1 Z__ i"a 7 qi -TW "Wo -az I fiff M, , m 30h t - T1 to, T -,A-, qw, m a 0; P\ 4- --an- 411" q�� g vmx,�wun-,io fasow% ivion t sr, 80 &L --mm- VMS" 5 " - a L 02 A .-MMI, j IMP Wkm mm a Q _01 M �, 0 slat W 1- R, xi'l owl 1 vwo, ox, it 0 Nlff\��_ nk twoup-m ANN,, V rx IS mill vw,,'N,� Z L a 0105 0- c%_ Nor 1 NO - t, c a J g1l, g, 140W 0 Vz gra,, i; kal A, sikl!b� L A -iAMN al U amm K o Anio, -21,11 Igi, lgg �a E wr Box r W. i P WIN 00. 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BURKE ENGINEERING LT0- 9575 West Higgins Road, Suite 600 T�� )& VILLAGE OF DSGN. DWN CHKD. SCALE: KDB KDB iii 1:0 I TITLE: EXISTING CONDITIONS SHEET 42 of 87 PROJ# 23-0205 MOUNT PROSPECT NO. DATE NATURE OF REVISION CHKD. 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KDB TITLE: - SHEET 45 of 87 � - , � � � �' , \ - \ , �_ _� , � � , , - \ ` \ � I - ` ` _7 411, \ � --- ___ _____ . e .. I', f P_ I , � - ,`I� , - -- I- \ `� ;__FN;`___-1_3_ I , , DWN KDB CHRISTOPHER B. BURKE ENGINEERING LT0_ T�� VILLAGE OF CHKD. iii I PROJ# 23-0205 9575 West Higgins Road, Suite 600 SCALE: 1:0 EXISTING CONDITIONS MOUNT PROSPECT NO. DATE NATURE OF REVISION CHKD. 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L, I , 110 , " N, I �' "'VI - - �, - i\ -11" ,�, 1, , I '� \ \ , , , \ 1\ - " " CLIENT: DSGN. KDB TITLE: SHEET 56 of 87 1 DWN KDB CHRISTOPHER B. BURKE ENGINEERING LT0- T�� VILLAGE OF CHKD. iii I PROJ# 23-0205 9575 West Higgins Road, Suite 600 SCALE: 1:0 I EXISTING CONDITIONS Rosemont, Illinois 60018 MOUNT PROSPECT NO. DATE NATURE OF REVISION CHKD. MODEL Arr.GIS 10 10YR, 2HR STORM EVENT FLOODING DATE 5/3012025 PLOT DATE 5/30/2025 I& (847) 823-0500 )& 1 FIL&E NAME 1 10yr 2hr Flood Maps Sheets 200'scale . . , EXHIBIT 2 1 1 PATH I N:\MOUNTPROSPFC7230205\GIS\Fxhibits\Existing Conditions Exhibits\10yr2hr Flood Maps Sheets 200' scale.mxd =� Legend __7 &k IMunicipal Boundary Inundation Depth ructure <2" At Risk Livable St 2" -4" Modeled Elements Z\ 6" I4 Outfalls ISri -8 6 IStructures �7 8 -12" ICombined Sewer 12 24" > 24" Storm Sewer i�_ %am Pumps IUnderground Storage Detention Basins 7 42" I4 4 II_7 IIId I�7 Iq;D IIIIL Ow M AN -7 .. ....... I7'0 II0 0 7' 10 1 17 I'L41 'k_- 12� 5" 4� 58 [5 6 11,64f 6 31 79' 2 i ju &M CLIENT: DSGN. KDB TITLE: SHEET 57 of 87 DWN KDB CHRISTOPHER B. BURKE ENGINEERING LT0- VILLAGE OF CHID. iii PROJ# 23-0205 9575 West Higgins Road, Suite 600 SCALE: 1:0 EXISTING CONDITIONS Rosemont, Illinois 60018 MOUNT PROSPECT NO. DATE NATURE OF REVISION CHKD. MODEL Arr.GIS 10 10YR, 2HR STORM EVENT FLOODING DATE 5/3012025 (847) 823-0500 FIL&E NAME 10yr 2hr Flood Maps Sheets 200' scale PLOT DATE 5/30/2025 EXHIBIT 2 PATH N:\MOUNTPROSPFC7230205\GIS\Fxhibits\Existing Conditions Exhibits\ 1 Oyr 2 hr Flood Maps Sheets 200' scale.mxd - I Legend �� _ - - - - - - - - - - - - - Municipal Boundary - a� = M Inundation Depth 0 At Risk Livable Structure - - 1 <2" _ �_7,��i ,1,1�111- � Modeled Elements , � g��Iffiq_ 2" - 4" L 4" - 6" * Outfalls = 6" - 8" (j) Structures _= 8" - 12" �� Combined Sewer 12" - 24" , - I I _� Storm Sewer = > 24" X?� � �) 4M-j__,, �%_ �q*�_,,_� � __ - , - 6��,_, ---� I Opp= Pumps - = Underground Storage __ 1 11 -- - I - - - A Detention Basins - - "I ,I I I I , � - I - � - , 11 �, " I 1W, : � I ��g,,,j fQ-1 I - -1 I � I'll 11 I - -1 k� 1� - 11 I � � gp - - - , 'I - �m 4 � � z M__ -1, - - I w- ,� � A-41 --,& - �4011,ffiff --�� 1,,%&WWq i 11 xvit 1 ��! - , , - I __ �� ___�_11111' "PIRP-l-, Q , I - alffiffill "I I MR-, , "I -�'� � - \ � ,� 01,11�2VNIN 112 , - � I " '1% ft&, ,_ 17 1 11 - A V , I - " `� � , " A N ��_\ I - 0 - - : I - -43 \ a - I , - - - I I'll -, - -, _ � �14 "I'll", �_\ - , - ,�_' -_ \ __ , - M -11, "I � WR - � � �,,�,�,'_ 1, - I - ", - , , � , �11 _ _111, " "I'll, -_ "I � I I � - �g,� K-M g a - ` \ " I - - , � �1, , - \ \,, I �-_� " �__%_ -WO' "I %ro;,;� - _�_ ", I -, \ �, t_\-_, \---%.i�' _3 , !_!�- - , �p- �1 a 1_� 1 2- 1 , I �ft , , I �, " '10 I 0 !g-�:wmmg_,�- �,,_ _% �g_, �k \", , . , �\, �\,�\ p � � ', -, \ ,� , �, , -, " - \ -, , ,,, � a '-J& . - �, " W` �,'11�111 \, . iimmmd-1 ".1 1-01,� 111-F, �, , - `� 1�1 - � _� - I - 117-, , 01, 11 Z' ,� !:M, t R , �� 11 ,� %212n I P _____1 W i I,,, ',', 'UNW-7 -1 "I �\�_ - , , , \ �,�,, � _1 �_ 11203ft, , I I �, \ it MM \ \ - I __� - - I \\, � , I _1 11 __ I : 1�1& � E, �% ,� I - , -- A ,\, \ - , ,� I - � � IM , \ - " I 111 mill I : IQ , I , �� ,; ��, , , , ` \\,��l�'l'l'�'- _" I -- \1 - % I 01 _ \ I I 1% \ Z , - I - � t I \ 1_1 � I - I 1-1- 7 - � i\, \ "I - , ", - � - I , , I , 19, 11� ,�,W � , �� _�� , � \,\ I , , ,� lft� , - - - � . , - . � M, I � n ,� � , 47 '� 16� I \J&t:�,,W� W, A, �_ I -_ h!M I � I im-0 a,--- %', N I .. \ I I I I I 11 R-30- ,\% I11 ,lM:,,,i, I __ K", �, 1\ �\ " ,�� -�-\kN---,�-m"',"',,, 11--_ , i� I I ,��, g_' -g, , ,, � � \11 � , 61, . \, 11 t _ , " � \ � , I I I I V12111-1111" 11=12-15111 '_ 11, 11 "o, 'S �� , Nh I I --- , T " , , , , , , 1, ��,� , ,� ,-� I 11 " 1 \\\ ,\ I � I - i 1 11. -, �� - RZ A , VK _1A) 11 . � " , , , �\ " � V , , , , �w , - , - - RE , I ,� � , , ,g, ,4 i � NO 12 1 1 1 1 ,q \ - '1� ....... 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KDB I TITLE: SHEET 78 of 87 1 DWN - KDB I I CHRISTOPHER B. BURKE ENGINEERING LT0- T�� VILLAGE OF CHKD. iii I . PROJ# 23-0205 9575 West Higgins Road, Suite 600 SCALE: 1:0 EXISTING CONDITIONS Rosemont, Illinois 60018 MOUNT PROSPECT NO. DATE NATURE OF REVISION CHKD. 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KDB TITLE: SHEET 2 of 87 1 CHRISTOPHER 8. BURKE ENG,NIEERNG 17D. � - DWN: - KDB I I -- 1, . - 11 , a I ,",- VILLAGE OF CHKD. iii I . PROJ# 23-0205 9575 VVes-st W-g Ins Road, Suito 600 SCALE 1 0 q,l Aft " - ArcGIS 10 EXISTING CONDITIONS Rosf--fr-c-wn\f, Iffir-wor.-A 6-D-018- - MOUNT PROSPECT NO. DATE NATURE OF REVISION CHKD. 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KDB I TITLE: SHEET 5 of 87 1 - DWN: KDB � 1, I -- . - , - CHRISTOPHER 13. SURKE ENG,NEERNG 17D. 11 , - � I 11 - - VILLAGE OF CHKD. iii I I PROJ# 23-0205 9575 ',,*-!"--[ W-g Ins Road, Suito 600 SCALE 10 q,l Aft " - ArcGIS 10 EXISTING CONDITIONS Rosefr-c-wn\f, Iffir-wor.-A 6-D-01 -8 - MOUNT PROSPECT NO. DATE NATURE OF REVISION CHKD. MODEL: I G DATE 6/4/2025 7- I PLOT DATE 6/4/2025 100YEAR, 2HR STORM EVENT FLOODIN (&-, I 82-3��-Aoo I FILE NAME I 100yr2hr Flood Maps Sheets 200'scale EXHIBIT 2 1 PATH I N:\MOUNTPROSPECT\230205\GIS\Exhibits\Existing Conditions Exhibits\1 00yr 2hr Flood Maps Sheets 200'scale.mol Legend Municipal Boundary Inundation Depth At Risk Livable Structures <2" Modeled Elements 2" - 4" Clutfalls 4" 6" 6" - 8" Structures 8" - 12" Combined Sewer 12" - 24" Storm Sewer > 24" 07 Pumps = Underground Storage ADetention Basins .......... 7, W, v *J A A 71\ J WE Aq 'Am ;-4-1 A la om & a a a W ......... . . : I , - 4 S 4 q-J W 0 -"A 20 lk, 61 gat hk -1 L -w- &Wt 4" q1\ 'a I 211L 601 -- M 'g, A -46\\ h %N-11 ,A- _N' ti llhk I 1\11 11 W-Ih 10, WK Ak W �A 300 10 mah m M NOME kk Immon I \01MMIR \\\\ � h1b, A \M 10011 &\ za 0� 11, r lk I NN, M� v N 71 VF' .......... Z J 4 &L N-k NOR, A h-111 la-vv-h F`F- -210 - X k K K W A 'WINN", Ak Qq q�,R, kk. z- k kh �\ . 41, 01 ald p IN gg 1-NO 9-111F.- PAN- I , 1kw j %w 7y, - , Nw —\- � 1, '48 5 ""If�-N-sp— -17 N11% q RIO �' 1 50 1,51-1 M p, V 10 gpq fm 63 64 .65 W 0, *jLpL, AR-1 W- Q N v, k 4 �16& W, W Amq J W17-0R 75\ a"w �k IM 20 W 0 yq p\ 82 83'1-,,' ME ff F Ilk' P, p\, 8 5 4 th, z k -J V lk N 0) -06-1 t No- WN S W 5 J- 4'\ CLIENT: CHRISTOPHER 13. SURKE ENS G� NE E Ri 14 G 17 D 9575 W-g Ins Road, Suito 600 q,l Aft VILLAGE OF MOUNT PROSPECT NO. DATE FILE NAME PATH' I NATURE OF REVISION 100yr 2hr Flood Maps Sheets 200' scale N:\MOUNTPROSPECT\230205\GIS\Exhibits\Existing Conditions Exhibits\1 JDSGN. KDB I DWN: KDB CHKD. iii I SCALE 1:0 CHKD. MODEL: ArcGIS 10 PLOT DATE 6/4/2025 00yr 2hr Flood Maps Sheets 200'scale.mxd TITLE: EXISTING CONDITIONS 100YEAR, 2HR STORM EVENT FLOODING SHEET 6 of 87 PROJ# 23-0205 DATE 6/4/2021 EXHIBIT 2 Legend %�R Municipal Boundary Inundation Depth W111 At Risk Livable Structures <2" A Modeled Elements 2" - 4" -A IF Clutfalls 4" 6" 6" - 8" Structures 8" - 12" OT—, W NOW Combined Sewer 12" - 24" V, SO - X -:-p, - a, A& -0, Storm Sewer > 24" '07 Pumps Underground Storage Detention Basins A A I A l P 14 ggp 0 R. gg s� --om, 4� Ws W11 1105- WO Nz, j !',X& Z 'Ah 'g &k 4 0 77- 7 - 7- 7 V N W JI 77,71 N al", 0 Z jls!\p\\�- xz, k j- �MTZ% W gb P 4 '31W -St"It - "'Q SO& MUM W 0" k INN, �J, -o j I N 4 e Z", j rql % A 411 J- q WK, mv & -W �V "k L 6?1 ,�F�-J;y --y -Wr" F3-%-w\ _V""AM-- P V\' A % A s, ,g N-1 I 'AV� jp- I&- ft h M, �Wf k '114 � ma N, V , 4 -A 11% 21k V, , �-W 'k w Akizwsj W 3 1 11 ON 21" v WW A IG-1 a 12 N, N a 4-1 -p A �--- 3-W P, - -14 ANN 0W A S V Q M 4 3-Iftlix Vk -3 n W, -SE, W\, VAN", W WILL k T� SO J'a V 0 W w hk M "01 J,-,�,� L -77 I I ,�i INNS - At, M & Nbl s 06, K V,\, I K Er K �W, 6 K 'KjA\\ k -a V IL\0 & 0014i j U UK a W 0 'NINWO g, 211 A, . ..... . . 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CLIENT: DSGN. KDB TITLE: SHEET 9 of 87 CHRISTOPHER 13. SURKE ENGNEERNG 17D. DWN: KDB 9575 VVes- I We% Ins Road, Suito 600 VILLAGE OF CHKD. iii EXISTING CONDITIONS PROJ# 23-0205 q, Aft SCALE 1 0 MOUNT PROSPECT NO. DATE NATURE OF REVISION CHKD. MODEL: ArcGIS 10 G DATE 6/4/2025 Rose-fr-own\f, Iffin-oiss 6 DO PLOT DATE 6/4/2025 100YEAR, 2HR STORM EVENT FLOODIN (8 18 2- 3 � �-A 0 0 FILE NAME 100yr2hr Flood Maps Sheets 200'scale EXHIBIT 2 PATH N:\MOUNTPROSPECT\230205\GIS\Exhibits\Existing Conditions Exhibits\1 00yr 2hr Flood Maps Sheets 200'scale.mol Municipal Boundary Inundation Depth At Risk Livable Structures <2" I P, Modeled Elements 2" - 4" ki-P outuls x -W 6" - 8" Structures 8" - 12" A Combined Sewer 12" - 24" Storm Sewer > --00 Pumps Ir Underground Storage Detention Basins Q WWI 'k 'g, 101 M" t 21 L%7 JAP Alkh "4101j", AM 2. 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BURKE ENGNEEWnG LAD, VILLAGE OF CHKD. iii PROJ# 23-0205 9L575 Wgigms Road, Suito 600 SCALE: 1:0 EXISTING CONDITIONS DATE: 6/4/2025 Rosefruont, 11finvoiss 6-D018 MOUNT PROSPECT NY DATE NATURE OF RE"SION CHKD. MODEL: AwGIS 10 (847) 82jT600 FILE NAME WW2h%odMapShmN2WsQe I 11PLOT DATE 6/4/2025 OYEAR, 2HR STORM EVENT FLOODING EXHIBIT 2 PATH N:\MOUNTPROSPECT\230205\GIS\Exhibits\Existing Cmdbom &NNW OW 24 MW Map SWW 2W mWomd I 4 v- Legend & OR 4 Municipal Boundary 5 Inundation Depth A Q At Risk Livable Structures <2" q Modeled Elements 2" - 4" a, 'p '-g g "'aw" 4� —A 4" - 6" Clutfalls C", 1W 6" - 8" 0' Structures 'NE-20, 8 12" 4 00 4� 3 g -g- Combined Sewer 12" - 24" "e� M r WNS V In RE, > 24" MRS Storm Sewer S W ?&f\0 0-01 v-, "."v M —&7 Pumps Ah W EF Underground Storage "g- "Affil Detention Basins %&g, %-�\m- L" 'k �'N S - r"t m C, W & k w" %Q6 A 0� Add F" Tr F- -N� Ift 'W Oqk� A gp- �p Z� 1- 7 '31 - 'v 'M & X' '146 'k, N11,11 A ZOE & " NO U RE ff X H A AR k" % IN �61 5 N k" �Ok 'V, N7"N" W 1101 �01 717 4 \ N-N& v \ q 4- 7' 27, 0 Jt ( X'' ILI, h V, N jl� 4 qq%xg e, -W 45 N%, V, W\Nk NWNT� �j N "WIRE, 'W"JIMN A 3 NIP\- 4 W IR 7++,rr T- '� WN 1611 WIN P 2 28 We j �q 10- �2 ....... .... wm� az\ 135 36 37- 38 9� 40', mw% -k Am, "22 4' /7W. ILL Y- '51"', 52, id v 'M 1�1� ft IWANW z- q "M Ift'g, p a &V A, F- 7, h M -W 1-60 M& r "N' 2' 74,,,,7!�\ W W ppw AN '4 AW"' 5' 77 \g" % -M J M 82 83 "W pm 84 85 31 -40 11 MIMNINNIK HE, 0 'ink CLIENT: DSGN. KDB TITLE: SHEET 14 of 87 CHRISTOPHER 8. BURKE ENGNIEERNG 17D. DWN: KDB VILLAGE OF CHKD. iii PROJ# 23-0205 9575 W-g Ins Road, Suito 600 SCALE 1 0 q,l Aft ArcGIS 10 EXISTING CONDITIONS Rosew-won\f, Iffin-oiss 6-D-01 -8 MOUNT PROSPECT NO. DATE NATURE OF REVISION CHKD. MODEL: G DATE 6/4/2021 7- PLOT DATE 6/4/2025 100YEAR, 2HR STORM EVENT FLOODIN FILE NAME 100yr2hr Flood Maps Sheets 200'scale EXHIBIT 2 PATH N:\MOUNTPROSPECT\230205\GIS\Exhibits\Existing Conditions Exhibits\1 00yr 2hr Flood Maps Sheets 200'scale.mol 11",_111111111111111111 I - I � ... 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KDB TITLE: SHEET 16 of 87 !01 � I ,\ - % - \7\ , \ , 7 -, , \� \ , , , \ - , I ` \_ I - - � \ \ � � � � "' , - , - � \\\ � �, I I - - \ \ \_ � � -1 - - `____-W � � __ - - ___ --i�--a\ - '--'\ 11=11-504W UP& __ � " , , , - � � �_ s's , �\ *"I" wis � - . , , Ift � � - I - - - - - - I I - DWN: KDB I I � , '. PROJ# 23-0205 - CHRISTOPHER 8. BURKE ENGNIEERNC-17D. 11 ' I 11 11 - VILLAGE OF CHKD. iii I - 9575 ',AV"--[ W-g Ins Road, Suito 600 SCALE 1:0 q,l Aft " - EXISTING CONDITIONS Rosefr-c_wn\f, Iffirvoiss 6-D-018- - MOUNT PROSPECT NO. DATE NATURE OF REVISION CHKD. MODEL: ArcGIS 10 - G DATE 6/4/2021 1�b 7 - I - -PLOT DATE _ 6/4/2025 100YEAR, 2HR STORM EVENT FLOODIN (&-, I 82_3��_Aoo 1 FIL� NAME 1 100yr2hr Flood Maps Sheets 200'scale EXHIBIT 2 1 1 PATH I N:\MOUNTPROSPECT\230205\GIS\Exhibits\Existing Conditions Exhibits\1 00yr 2hr Flood Maps Sheets 200'scale.mol ==� I dV A A P �0 % wx ON, 7%%.0 W "A ANNOW W :0 3 Legend 2 Ak -V �-\%_-pI" g"aps g� pv�q� M R 16071 21 L q �qffi IN\ Municipal Boundary Inundation Depth .2h T-0- a _—W 1109 N W W <2" g%\ 'm qN At Risk Livable Structures RIP �4 — g, A _12� - W"', AL 61 4 k N U 5V 'A I J=W _1 ON �47 - 10 4" - 6" g, R �R, 00 I\ 1W Ad 01 001 \ 4%1, r I 17- Wql W M 1t I, AM NW V& & "i' L 4W, Vj!, xdc MIN®R Modeled Elements 2 4" za NX: a-, Ij IS m - A Oft W n W v qw-0-0 ANQ IN& & IL Clutfalls & 6 j 8" n 017- M j W 6" W AN, ff I, � I e __ , _N w" bEf 10 "ANNO"', QW-7 V iso W.. _120 R, aefl, . . ..... � 0 -'M M 37 V gp ggi Combined Sewer I 00 N Jr WAS id 04 Structures Al a 8" - 12" � t_ � - 'j WIMM-0 M ANAWN y g"� j IDIOM.' 24" �j MW 12 mm 200 > 24" \qp V qg Storm Sewer H, 3 I, s la, � �Wm� W", 'Ad W— ft W 6k g� A, \ ma W ARM- ---,&7 Pumps OR 31 milk", I %, " , Z 11 41 Underground Storage W __ 1231 M 007, & A A Detention Basins 101 Of 0-- M, =g I 51 OEM— ILL Ilk: an %g_ AIR JIM, 0 Ing @�wqg\q W m W W mk 9 �\, "' &L' I , - % q Z' 10 A 01 S L Aqg, - Vrggl I ftrl�\ "s —skit g N% 7111 V pp 0— WIN& HENN 1-01101", F; "qq L Ak I III I I I QW, 01 W & R A P 4. w V 1% zmm __,:, I -onsm-, A I 7R, A A= C � Wr L, ""'A 101,51 'A �A_h\ ,it, W11 v W_ —"I 17\ ITO All gy W 1100 IMP\` q ��NWNE m ORION 1_1021P 2 W W_ IS ONE' I"AIZ-7--� 31 J-3 W IN - NOW '4" sk ZNN W-1 A A v AN MENU I k magn PRO, RM MAIN. lsa, 41 11 iaiiN% own L 1, 4 vmd- MANOR A 1, v\,& ve, trsg gmg, "g, M&M, INE" � I WRI C—Sx-F I WN r RI _Ali I MIN, amfik ZD\, F"m WN FN ZZ _\ � R1 I San mg J3 -111 am-, MW 'S' , q -- - - OW pp g US k W -as' Zfi 01-7, t JI A ION - A � �\,'@_m& - z", gg md"WIF V \010, 01: Wff % lt�, ftf Ito M ",% g fttv m k`13 N MEW IN 1! 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IZA-4 A _15 'I'm , "s x �,S\ '4\ M Z��721 18 4� I "JIj -1 X z R W 41, ff A WAM �!84 85 8 v- W W 1; nazz "d W CLIENT: DSGN. KDB TITLE: SHEET 17 of 87 CHRISTOPHER 8. BURKE ENGNIEERNG17D. DWN: KDB I a I VILLAGE OF CHKD. iii I EXISTING CONDITIONS PROJ# 23-0205 ,7f- vv" Road, Suito 60L) 10 Iq SCALE Aft MOUNT PROSPECT NO. DATE NATURE OF REVISION CHKD. MODEL: ArcGIS 10 G DIE 6/4/2025 PLOT DATE 6/4/2025 100YEAR, 2HR STORM EVENT FLOODIN FILE NAME 100yr2hr Flood Maps Sheets 200' scale EXHIBIT 2 PATH N:\MOUNTPROSPECT\230205\GIS\Exhibits\Existing Conditions Exhibits\1 00yr 2hr Flood Maps Sheets 200'scale.mxd ROOMS & w=mr, \AN' I Maw V-11 \7 Ek W b MORE H k'p I -01-I"\\ - --- g\UEn WINNER 71�1 -OF, W W 11- 31 M11- md, 1117 I &PIRLAT'," NNW'Q W- - 0 4 ffi aawll W ffi Legend IN oo M Z' J� L -0- 21P am % L U. 43 W Municipal Boundary M Inundation Depth 01-10 ON W MIN IM r A A , -1 1 -�\ , r M MW At Risk Livable Structures <2 "A *-q- A W A 'Pik 51 Im, W 2" - 4" Modeled Elements �A 1INK kk �g 4" - 6" Clutfalls sm, �J' 6" - 8" 41 Structures 41 7- �PL k -11 lkwu A 12" 8 �A' 12" - 24" Combined Sewer 'T -h or v-s- 3 � I i� um .4 k;1aw Ak k T > 24" � 27\11%�"— \!�fi"'� -W& "AFF-L- - Storm Sewer M111 NINE\\ WE- & ---'&7 Pumps M, t a AM g e Underground Storage M PIKE J Detention Basins g A I gz' ON, � I I IN Alk '011=6 NOW 1IRM 'A" 'P, L I " lw "Sh A MINE, IS L a MEN Vk K ON \411,J1 & W Q 41'n Z "a ANNI W-1t, I Add - 1-1 1! 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MODEL: ArcGIS 10 G DATE 6/4/2021 FLOT DATE 6/4/2025 100YEAR, 2HR STORM EVENT FLOODIN (8 18 2- 3 � �-A 0 0 FILE NAME 100yr2hr Flood Maps Sheets 200'scale EXHIBIT 2 PATH N:\MOUNTPROSPECT\230205\GIS\Exhibits\Existing Conditions Exhibits\1 00yr 2hr Flood Maps Sheets 200'scale.mxd 'M N, PW m Legend % v MR ME A Municipal Boundary Inundation Depth 011 u I R 3� A W WK& M A 41 At Risk Livable Structures <2" R -1-5 EM, 4" WK k' 2 Modeled Elements lk* Z 'j 4-1-61, -'s-a 3 'A 9111 ' li� gg 100- W Clutfalls \\&k g, N 6" - 8" 0-0 4110111E' 0-F M A Structures IR �- NIVIN -II& 8" - 12" SRI, A A AN, 7N 40 j Combined Sewer 12" - 24" 1 1 j 11" 'A� q&-a- -611 mw 01 > 24" Storm Sewer \7 5 10 A, "k NEE 'RIF ISBN AMN A g\ lik, k W SOL '-&7 Pumps VAN I 1 1110 VM1 L '�j w �'p 01 -d" Underground Storage "0" 'ak' & % ZION, "All 2- A Detention Basins J26- I ME J-_ n R Aft- - 01", 11 "k., V 0 F x k- k �kv A E A IN 0, Ift I A a\ "J" J& 0 �0 � WE AN 791 SON M", '--wav, i-v 11 1 W � I �A l N 'WN IIJ R", im1h, OR\ -1-W MEN 14 'l - 7��' \ \' 7 q- S & & 20 01 A 1A 5=0 WER Me- 0 �k "U, S-WA ig SW\\v" `7 R I A -R-1% \1 — -\-# - ak Wp, 7q, � 'a R 21-L ink It V2 Wx 6 "x" M V 40 xk"";Alk WIN, W a 0%. 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BURKE ENGtNEERNG 17D. VILLAGE OF CHKD. iii I 9575 VVes- I We% Ins Road, :50to 600 SCALE 10 q, Aft MOUNT PROSPECT NO. DATE NATURE OF REVISION CHKD. MODEL: ArcGIS 10 EXISTING CONDITIONS G DATE 6/4/2025 Rosefr-c-wn\f, Iffir-wors PLOT DATE 6/4/2025 100YEAR, 2HR STORM EVENT FLOODIN 7- I& -- EXHIBIT 2 FILE NAME 100yr2hr Flood Maps Sheets 200'scale PATH N:\MOUNTPROSPECT\230205\GIS\Exhibits\Existing Conditions Exhibits\1 00yr 2hr Flood Maps Sheets 200'scale.mol 1-, , j - I ___1_1 I I I -, � �7 - � & � � " I I 11 Z, I - . I ""I 11 ,�L I I _�� ,�, " I � "I Legend kv_�_, , " _ 11 11-11 I I I I I - , I � �� I - � , I �, I I I I I �� I I I- P 1% �,&_ \" I , , , , ,,, "I'll, 11 - ", , , k ,v ��,, '� * ",11- I I I 1� ____,,\"_", _,,� "I I I �, � ,� arr �� I ' , " , "' `� ,,,, k 7� � z I I I I - - - I �, � - � " 7R��\ " ", 0�111 I _W - \ I ` I , . I I 11 ia, �\Z I I \ ", �,', _11 I , a I _ � 11 -, � � � I " `,�_,�,\�` vO - ` r X , �, - I "? 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SURKE EP-1 (;.,N- 1E E RNIN G t7l D, VILLAGE OF CHKD. iii I - 9575 Mnnt K q_; s Roo, Suite 600 SCALE: 1:0 I EXISTING CONDITIONS I �- MOUNT PROSPECT NO. DATE NATURE OF REVISION CHKD. MODEL: ArrGIS 1D G DATE: 6/3/2025 Ruseer-t-sol-A. 111mr--is 6-0-018 YEAR, 2HR STORM EVENT FLOODIN I - PLOT DATE , 6/3/2025 100 I . -71LE NAME I 1 484- 1 ,I 62 00 )& I 00yr 2hr Flood Maps Sheets 200'scale EXHIBIT 2 . I PAT H I N:\MOU NTPROSP ECT\230205\G IS\Exhibits\Existing Conditions Exhibits\1 00yr 2h r Flood Maps Sheets 200'scale.mxd - . 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MODEL ArrGIS 1D �& 11% 11% %` 4 Ry 2 DATE: 6/3/2025 - Ruseensol-A. 111mr--is 6-0-0*8 i 1 1 IPLOT DATE 6/3/2025 -1 V 7 =1M HR STORM EVENT FLOODING I . I . 1 84- -1 ,I 62 00 )& FILE NAME 100yr 2hr Flood Maps Sheets 200'scale EXHIBIT 2 . I PAT H I N:\MOU NTPROSP ECT\230205\G IS\Exhibits\Existing Conditions Exhibits\1 00yr 2h r Flood Maps Sheets 200'scale.mxd - I . Legend Municipal Boundary Inundation Depth At Risk Livable Structures <2" Modeled Elements 2" - 4" 4" 6" Outfalls 6" - 8" Structures ICC 8" - 12" Combined Sewer 12" - 24" Storm Sewer > 24" �P= Pumps underground storage Detention Basins 7%- 10-2-71- -1 -1 "j'p- q N '7 f'�" 10: 01 a Asp A 'I'sh, A W 22 K- —00"I 0111%!\Jpp�� "N' g"' ARK 'g- -2V!0*, A m M pz' 'W -v_ WF", J"At", 4 'Ib -14% "S 4 4 g a F —W ZMA NEW, W MOM 2, 1-51N "',1076' '1K "-� o' J, � sup-, A jl� k!Ai "A ,41 qqqmg. jw- xt-,J R AIN OF 20111 1'", AN W` j 2 -��RqL j A LOW Ar� Ac- g MORE in Ua, I wa _770 &Z A W PW'R K 7-W R OWN - I '111NM A VMS VILL t 8-; �p R� A 4L AW W7 ifi tW Wal, i�6 -41 aw W, "'An L -z' 't A""1171% WIN K 17, NONE, F Z �14 11 "aw- 1010 A 1K R 01- g WE -'a aw 00, > Mm" zz\ "zt A& Am we qt p'n"m %Hij -W g L A WNW A IM PON:" wp-��'Ipq MR.% -0 IRF g' 107 00 _j &6 "TO, 0, 01 ap C-7 a a ftv, ir a ah -0Z WON x COX, ft "Amnlij! � \1 -1 , '%\'\�`�" \ CAM" 0, V- AN LO ��a 'g, W7 I US 11 11"V'' "I �QWW "46--' 7' '-p arm "29 EL '71 v 7,\ V'- ft 1, , � \\\ W- Q1 x' Q-W'11� iwjs UWA Al 1-011 A V�- �-- I \�-� �M' , T.1710,010 W I g aid ft-'\ -od, A- 'M\\\' 1 10- I, , "M a ift L� " , - W, - 0"i L -j -a q ie -9 ag "WRI ik M. 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BURKE EPIGN- 1E E RUN G t7l D, VILLAGE OF CHKD. iii I I PROJ# 23-0205 9575 Mnnt 14- q-; s Roo, Suile, 600 SCALE: 1:0 I EXISTING CONDITIONS I �- MOUNT PROSPECT NO. DATE NATURE OF REVISION CHKD. MODEL: ArrGIS 1D - DATE: 6/3/2025 Ruser-t-sol-A. 111mr--is 6-0-018 100YEAR, 2HR STORM EVENT FLOODING I PLOT DATE 6/3/2025 484-,1 . . , - I . ,� 7.62 00 W I FILE NAME 1 100yr 2hr Flood Maps Sheets 200'scale EXHIBIT 2 . I PAT H I WMOU NTPROSP ECT\230205\G IS\Exhibits\Existing Conditions Exhibits\1 00yr 2h r Flood Maps Sheets 200'scale.mxd I . 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KDB TITLE: SHEET 61 of 87 DWN: KDB CHRISTOPHER B. BURKE ENIGNEERING LT0- T�� VILLAGE OF CHKD. iii PROJ# 23-0205 9575 West Higgins Road, Suite 600 SCALE, 1:0 EXISTING CONDITIONS Rosemont, Illinois 60018 MOUNT PROSPECT No. DATE , NATURE OF REVISION CHKD. MODEL: ArrGIS 10 I DATE' 8/14/2025 1 . PLOT DATE , 8/14/2025 100YEAR, 2HR STORM EVENT FLOODING (847) 823-0500 )& FILE' NAME I 100yr 2hr Flood Maps Sheets 200'scale EXHIBIT 2 1 1 PATH I N:�MOUNTPROSPECT\230205\GIS\Exhibits\Existing Conditions Exhibits\100yr 2hr Flood Maps Sheets 200'scale.mxd :::::] I I , Legend 11, - I - - - - - - - - - Municipal Boundary - I I - - Inundation Depth � - � �- = -- 11 I I I II I I , 0 At Risk Livable Structures = <2" 11 -1- I I I I I - 11 \ I I,IIII %, , I � , 1, " 11 %Affill 1111k, 3-1, - --,\g,�� \, I I I -F 'I' 1114,15K - , - 'I- "� -I ""-, K, � 11 '-, 1�1\1 - I , " I ... � , '. ., �,�,\\ I 11 \ Modeled Elements `770 N 11N% \1 - � ", ", � �-� 2" - 4" 'I -1 ,\ffi\\,,,�:��7\ffi7 1I %-� -A 11 I I, " I 'Ill I , I \ - - ""A' , "I'll'," - "I % - 1, "I I'll a�,\ " Na�a' "mosm- 11 ,III II , "I" I I ,,�,,I �,, �-, I 61 - - ,,, 1k, 11 ILA, '� ,\'I'§12, - I I , I 11�*�, 4" - 6" �� 11� 11 \ " 11I 11 0 - , , �, I ...... 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MODEL: ArrGIS 1D - G DATE: 6/3/2025 Rusee-t-sol-A. 111mr--is 6-0-0*8 100YEAR, 2HR STORM EVENT FLOODIN I PLOT DATE 6/3/2025 1 - I. -71LE NAME I 1 484-'?'� 62 00 )& I 00yr 2hr Flood Maps Sheets 200'scale EXHIBIT 2 1 1 PATH I N:\MOUNTPROSPECT\230205\GIS\Exhibits\Existing Conditions Exhibits\100yr 2hr Flood Maps Sheets 200'scale.mxd I I Legend f6 Municipal Boundary Inundation Depth At Risk Livable Structures <2" Modeled Elements 2-4" 4" 6" Outfalls 6" - 8" Structures 8" - 12" Combined Sewer 12" - 24" Storm Sewer > 24" �P= Pumps underground storage ADetention Basins A 0i 41 IWO V A E -N`0001`��\� 11051 LI Z �1 ANK 1.01 �1— I A gy 31-- 40 A IN M %\' '7 Z A A 41, "a _2 aa, S a�MW r .4� A 01 gh, Aion, A I A k. All@ 44111M q IONIC[ W 113W d W R-M -1-1-111 No SO 1-01 1�` I IN J MWIN A,\ �7 I R -A 2" az,', W —wow% "m no 4,1k A wo wo, d, ",I % two, % r k 6, 0 -ftmp_ W R A W11 - 01-r- 10 ,10 1 , A A\g A Jolt, A V h V N\ k 'k, F V N 1 03 NK � W�- W! 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KDB TITLE: SHEET 78 of 87 DWN KDB PROJ# 23-0205 CHRISTOMER B. BURKE EP-1 GN- 1E E RMN G t7l D, VILLAGE OF CHKD. iii 9575 Mnnt P- q-; s Roo, Suite 600 SCALE: 1:0 EXISTING CONDITIONS I MOUNT PROSPECT NO. DATE NATURE OF REVISION CHKD. 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'A. - DSGN. KDB TITLE: SHEET 87 of 87 ' " \ ' - \ " �'\ 4 � � ' \ -- 1 - I I ""-\ - ---\ I \\- " \ -�----`" , \-d I \' "', , � , I I - DWN KDB I I I PROJ# 23-0205 CHRISTOPHER B. BURKE EPIGN-1EERNINGUIR VILLAGE OF CHKD. iii I - 9575 Mnnt 14- q-; s Roo, Suile, 600 SCALE: 1:0 I EXISTING CONDITIONS I �- MOUNT PROSPECT NO. DATE NATURE OF REVISION CHKD. MODEL: ArrGIS 1D G DATE: 6/3/2025 Rusee-t-sol-A. 111mr--is 6-0-0*8 Ry 2HR STORM EVENT FLOODIN I . FLOT DATE 6/3/2025 100YEA 484- I . 1 ,I 62 00 )& I FILE NAME 1 100yr 2hr Flood Maps Sheets 200'scale EXHIBIT 2 1 1 PAT H I N:\MOU NTPROSP ECT\230205\G IS\Exhibits\Existing Conditions Exhibits\1 00yr 2h r Flood Maps Sheets 200'scale.mxd I � r' c yyl � J ry A 1 1� DECEMBER 2025 STORMWATER MASTER PLAN UPDATE AND PUBLIC ENGAGEMENT PERIOD • What is a Stormwater Master Plan? • What tasks have been completed so far? • What tasks remain? • How can you get engaged? Stormwater Master Plan What is a Stormwater Master Plan? A Stormwater Master Plan (SMP) is a comprehensive study of a community's stormwater system resulting in a series of recommended improvements designed to achieve a desired level of flood protection. Stormwater Master Plan What is a Stormwater Master Plan? Mount Prospect SMP Goals: • Create a storm and combined sewer mi be used as a tool to evaluate potentigj i and development scenarios • Enhance the Village's Graphic Infori database and flood mapping capa • Provide an in-depth analysis of an a flooding issues (Basin 79C) • Develop concept -level improvement"plans to a l a desired level of service (LOS)�, • Recommend ordinance and other procedural modifications to help achieve SMP goals r n its Stormwater Master Plan 't use language more generic than LOS (ruoc A llwr, "'0, 1) 11 6119:' 6:11)(i /88 What tasks have been completed so far? The major tasks of the SMP that have been completed: • Data Acquisition • GIS Database Development • Existing Conditions Modeling Stormwater Master Plan What tasks have been completed so far? Data Acquisition & GIS Development FM,-], • Developing a stormwater model requires data on the storm and combined sewer networks: • Village GIS Data (sewer sizes and alignments, manhole locations, etc.) • Pipe Invert Data • Public Works collected data at nearly 1,120 structures • Historic Improvements and Development Plans • All data used for stormwater modeling also enhances and updates the Village's GIS database r Stormwater Master Plan IIL.'t include review of stormwater basin/pond/chamber designs? I avvrfo, IMaLt', ?0' 1) 1"' 0,11:34:3/.;'66 What tasks have been completed so far? Existing Conditions Modeling Main components of a stormwater model include: • Sewer Basin Delineation • 17 Unique Sewer Basins Stormwater Master Plan What tasks have been completed so far? Existing Conditions Modeling Main components of a stormwater model include: • Sewer Basin Delineation • 17 Unique Sewer Basins • Physical Attributes (pipe size, alignment, elevation, etc.) • 208 Miles of Modeled Sewer Stormwater Master Plan What tasks have been completed so far? Existing Conditions Modeling Main components of a stormwater model include: • Sewer Basin Delineation • 17 Unique Sewer Basins • Physical Attributes (pipe size, alignment, elevation, etc.) • 208 Miles of Modeled Sewer • Subbasin Delineation • 1885 Subbasins ML1 • 3.3-acre average Stormwater Master Plan IIL.'1 is this correct, 1885 subbasins? Iavn''ic,IMaLL,'0,1)1' 0iI;'1:'`s:01) 0 What tasks have been completed so far? Existing Conditions Modeling Main components of a stormwater model include; • Sewer Basin Delineation • 17 Unique Sewer Basins Physical Attributes (pipe size, alignment, elevation, etc.) • 208 Miles of Modeled Sewer • Subbasin Delineation • 1885 Subbasins • 3.3-acre average • Storage Areas ryrrrr� « Stormwater Master Plan What tasks have been completed so far? Existing Conditions Modeling Main components of a stormwater model include: • Sewer Basin Delineation • 17 Unique Sewer Basins • Physical Attributes (pipe size, alignment, elevation, etc.) • 208 Miles of Modeled Sewer • Subbasin Delineation • 1885 Subbasins • 3.3-acre average • Storage Areas aaarrw'f.„ • Rainfall Data r ISWS Bulletin 75 23 Jul 2011 Chicago O'Hare (KORD) One Minute Rainfall Set local Daily Record of 6.86 inches L n aver. 1ntiMn aver 1Srnony Rate AM 1A.M 2AM 3AM 4AM SAM 6AM Precipitation Frequency Study for Illinois James R. Angel and Morncllo Markus Contributing Authors: Kexuan Ariel Wang, Brian M. Kerschner, and Shailendra Smgh Illinoii6 State WateerSurvey University of Hfinols all Urbana-Champaaign Mtvrh 2020 Morning of 23 yulyr 2011 Stormwater Master Plan What tasks have been completed so far? Existing Conditions Modeling Various storm events have been analyzed identify existing ML1 oding areas * ®. ,- , l)�� 1J��UmA� �j% / I Ny Vj�/l �✓� �" / /� �� r ;, , r�r ^'/�/ r r y . �iRUR $ r "IJ� '�ad! Y� G dl 9 a i p )U'�Y% ray rF✓IlY 1^a dp !( / - � �� "� r �� +� � liJ �{ d� 7 b m „��% !'r 1✓d f ^ li - � (� � ! ..:. FxB r'.I� a lrun�N� lf1J✓ � rr �n � p � � r ��' US / � � U✓ r/a // �� r r� ; /r vYa' /i¢ "j W✓ r, � p ^� J °� 1 da �r 4>1%l ✓� eii0/ /ln /J �i i;l / Nr "Al �� «�;,,� � rc✓/J.r � ��f✓16 ��,'' �„ r6 nR /9 ldh/ r %'/ % p �J J r r d r VDU rb a. '",� 1 GIrYLr )Jil f AI7 /✓r A r! l Yl r �i sr+ w f Ar "w. ��1ifr a r rfl �% lri r ✓AF"JiW 9 /U �� rr 1 � � / �� '�l/,�, Ow RISTOPRER B BORKE a VIL 0 OF BNYIN£vkddV.ECT EXA9T/MR CRMRFTYRMB A JUGY 20lt STtl#PM EVdMi £LltRRINR ....... ......... ................ Exw x Stormwater Master Plan III de '12 potential What tasks remain? The major tasks of the SMP include: • Data Acquisition • GIS Database Development • Existing Conditions Modeling December 2025 • Public Engagement Period • Stormwater Capital Improvement Plan • Basin 79C Analysis • Ordinance Review • Green Infrastructure Plan as..K • Stormwater Utility Fee Feasibility Review r • Stormwater Toolbox Stormwater Master Plan What tasks remain? Public Engagement Period Flood questionnaire Public open house Comments/feedback/concerns 11 1111 1 1 - II Stormwater Master Plan What tasks remain? Stormwater Capital Improvement Plan • Develop criteria for level of flood protection • Concept -level stormwater infrastructure projects aimed to mitigate flooding Stormwater Master Plan What tasks remain? Basin 79C Analysis • Known stormwater issues • Detailed recommended solutions will be developed beyond the rest of the concept -level SMP analysis Stormwater Master Plan What tasks remain? Ordinance Review • Review of the Village ordinance and suggest revisions to stormwater policies to better protect property and address flooding experienced by residents Stormwater Master Plan What tasks remain? Green Infrastructure Plan • Development of potential gre stormwater initiatives both in I right-of-way and private prop Stormwater Master Plan What tasks remain? Stormwater Utility Fee Feasibility Review Qualitative task tQ �r��^"•1 14"�� the potential para fee used to fund s- improvement proj Stormwater Master Plan How can you get engaged? • Fill out a flood questionnaire • Attend a public open house Stormwater Master Plan