Loading...
HomeMy WebLinkAbout6.6 Motion to approve a groundwater use restriction ordinance for an area at and near 310 West Northwest Highway.MORA r Item Cover Page Subject Motion to approve a groundwater use restriction ordinance for an area at and near 310 West Northwest Highway, Meeting October 6, 2026 -REGULAR MEETING OF THE MOUNT PROSPECT VILLAGE BOARD Fiscal Impact (Y/N) N Dollar Amount Not applicable. Budget Source Not applicable. Category CONSENT AGENDA Type Action Item Information The Pentz Living Trust (Pentz Trust), the former owner of the commercial property at 310 West Northwest Highway, has petitioned the Village for a groundwater use restriction ordinance. Attached please find a letter requesting this accommodation from the Pentz Trust's environmental consultant Green Wave. The requested ordinance would restrict the use of groundwater as a drinking water source near the site. The Pentz Trust seeks this accommodation to satisfy Illinois Environmental Protection Agency (IEPA) requirements to obtain a "No Further Remediation" (NFR) letter for the site. An NFR letter from the IEPA will formally and finally resolve a leaking underground storage tank (LUST) incident associated with the site's historic use as a gasoline filling station. For many years, in addition to repairing automobiles, the site pumped gasoline from buried underground storage tanks. Over the years, these tanks leaked, contaminating the soil and groundwater. All the tanks and piping have been removed, and severely contaminated soil has been removed. All work was performed by the former owner. Attached is a memorandum from the Village's environmental attorney, Dennis Walsh at Klein, Thorpe, and Jenkins, LTD. (KTJ) recommending passage of the requested ordinance. Attached is also a memorandum from the Village's environmental consultant, True North, recommending the same action. A copy of the Pentz Trust's Corrective Action Plan, reviewed and approved by the IEPA, is also enclosed. The requested ordinance would prohibit the use of groundwater as a drinking water source for the entire site as well as portions of Prospect Avenue, Northwest Highway, Central Road, Elmhurst Avenue, and Ridge Avenue. A map attached to the ordinance document depicts the affected area. Discussion Staff concurs with the recommendations of the Village's environmental attorney and environmental consultant with respect to this ordinance. This type of ordinance has frequently and successfully been utilized in the past to help commercial properties remain viable. In this instance, the potential groundwater contamination left in place poses no health concerns, does not change the use of impacted properties, and the proposed groundwater use restriction will not impact any existing public or private water wells. Alternatives 1. Pass an ordinance restricting the use of groundwater at and near 310 West Northwest Highway. 2. Action at the discretion of the Village Board. Staff Recommendation Staff recommends that the Village Board pass an ordinance restricting the use of groundwater at and near 310 West Northwest Highway, as indicated in the map attached to the proposed ordinance. Attachments 1. Ordinance - Mount Prospect 2. Exhibit A - GW Ordinance Area Map 12-25 3. PENTZ CONSULTANT REQUEST 4. ENGINEER RECOMMENDATION 5. VILLAGE ATTORNEY RECOMMENDATION 6. 02 Formula Auto CAP 120624 ORDINANCE NUMBER AN ORDINANCE PROHIBITING THE USE OF GROUNDWATER AS A POTABLE WATER SUPPLY BY THE INSTALLATION OR USE OF POTABLE WATER SUPPLY WELLS OR BY ANY OTHER METHOD WITHIN A CERTAIN AREA OF THE VILLAGE OF MOUNT PROSPECT WHEREAS, certain properties in the Village of Mount Prospect, Cook County, Illinois have been used over a period of time for commercial/industrial purposes; and WHEREAS, because of said use, concentrations of certain chemical constituents in the groundwater beneath the Village of Mount Prospect may exceed Class I groundwater quality standards for potable resource groundwater as set forth in 35 Illinois Administrative Code 620 or Tier I remediation objectives as set forth in 35 Illinois Administrative Code 742; and WHEREAS, the Village of Mount Prospect desires to limit potential threats to human health from groundwater contamination while facilitating the redevelopment and productive use of properties that are the source of said chemical constituents. NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS: SECTION 1: Use of groundwater as a potable water supply prohibited. Except for such uses or methods in existence before the effective date of this Ordinance, the use or attempt to use as a potable water supply groundwater from within the corporate limits of the Village of Mount Prospect in the area depicted on Exhibit A, attached hereto and incorporated herein, as a potable water supply, by the installation or drilling of wells or by any other method is hereby prohibited. This prohibition expressly includes the Village of Mount Prospect. SECTION 2: Penalties. Any person violating the provisions of this ordinance shall be subject to a fine of up to $750 for each violation. SECTION 3: Definitions. "Person" is any individual, partnership, co -partnership, firm, company, limited liability company, corporation, association, joint stock company, trust, estate, political subdivision, or any other legal entity, or their legal representatives, agents or assigns. "Potable water" is any water used for human or domestic consumption, including, but not limited to, water used for drinking, bathing, swimming, washing dishes, or preparing foods. SECTION 4: Repealer. All ordinances or parts of ordinances in conflict with the provisions of this Ordinance are hereby repealed insofar as they are in conflict with this Ordinance. SECTION 6: Severability. If any provision of this ordinance or its application to any person or under any circumstances is adjudged invalid, such adjudication shall not affect the validity of the Ordinance as a whole or of any portion not adjudged invalid. SECTION 7: Effective date. This ordinance shall be in full force and effect from and after its passage, approval and publication as required by law. AYES: NAYS: ABSENT: PASSED and APPROVED this day of , 20 Paul Wm. Hoefert, Village President Attest: Karen M. Agoranos, Village Clerk Officially published this day of , 20 .. ..... .... . . .............. J, I .. . .. . . .. it II l )I II li . ............ . ......... ............ .............. .. ........ . . . . . ............... ............... ... III .................... ............. ... WEST WALNUT -11ST ET C) 0 A, Z' 1111,1111",,4 . . ..... 3- 4-32,8-01 j ..... . ........ ........ 4/ 4�q /4 4/0 'Tt AUI 7 f, LI JL ...................... ............. . ..... ...... 4/6', . . ........... .. .. It I........... If It W . .. .. .. .. . .. .. ram,,,,,,,, . . ... II fT It 17 ................1 It It I I L4 001 R 12WAIMMA if Owoft IWA, IV, i1ft"WAIMMIMA RM"W'dwA11% M A A A A A M M M M M MNW, kwWw" 0 MV Q%­A, AMA, Ali "I rZONSIR IM, A VA "TO; ne k4 *F FA MA 1� IVA MA IVA IVA n "K, "sSON, MENNEN VA IVA "k4 J� WE 'SE W, "r, AA WE "w, WA x M IVA IVA IVA P1, IVA IVA MA MA MA IVA rNWITF, 9 WN ff,4 6 A 7w, 1w, NA MAA M 11" ZMAMA MA MA IN "r, 01, MIA IVA NAF MA MA OW PAP IVA IM ZVI MA I%' MA NPAI NA, NA, 1w1w Q *' 19A, L WA, 11*A1 NAM 4 OA f FA LWA IVA MA IVA MA MA IVA IV MA 'LRW4 R "w, "w"WOR 4'r, PANANAFKA FA,*A M M MA ILVA NA, A, A IV L A IV L A IVA RIA 2MMAR-MA I w!"I'mm"m wK %I- M XVA a 0 ['NJ w . . . . . ....... . . . .... . . . .... . ... .. / Boa-,.( . .. .... . .. . .... ............... . ............................. ",//////// . ........ . ......... . . ............ . LEGEND PROJECT PROPERTY LINE PROPERTY/PARCEL LINE PARCEL INDEX NUMBER AREA OF VILLAGE OF MOUNT PROSPECT GROUNDWATER USE ORDINANCE 'W CEN"FRAL R1 of 180, 360' 90, FEET Approximate Scale: V = 180' GROUNDWATER ORDINANCE AREA MAP PREPARED WOLFE DATE 12/2025 DRAWN DATE SUBJECT SITE ADDRESS: WOLFE 12/2025 P N� WXVFJ-1 CON E g J7� MOUNT PROSPECT, ILLINOIS 60056 3 10 WEST NORTHWEST HIGHWAY APPROVED DATE JC WIENHOFF 12/2025 4440 ASH GROVE DRIVE, Suite A INCIDENT NO. FILE NAME PROJECT NO. EXHIBIT A Springfield, IL 62711 (217-726-7569) 20140459 FORMULA AUTO - SAF 369 September 28, 2026 Village of Mount Prospect 50 South Emerson Street Mount Prospect, Illinois 60056 Attn: Michael Cassady, Village Manager Re: Former Formula Auto Repair, Ltd. Property 310 West Northwest Highway, Mount Prospect, IL 60056 Groundwater Ordinance Dear Mr. Cassady, On behalf of the Pentz Living Trust U/A/D April 5, 1996, Josef Pentz and Formula Auto Repair, Ltd., Green Wave Consulting, LLC (GWC) respectfully requests the Village of Mount Prospect pass an ordinance prohibiting the use of groundwater as a potable water supply in a limited area of the Village. GWC is currently contracted with Josef Pentz and Formula Auto Repair, Ltd. to mitigate a petroleum release from the former underground storage tanks located at 310 West Northwest Highway in Mount Prospect. For the site to obtain a No Further Remediation letter, the Illinois Environmental Protection Agency (IEPA) requires Josef Pentz and Formula Auto Repair, Ltd. to properly address soil and groundwater contamination at the site in accordance with the Illinois Pollution Control Board regulations. GWC has received approval of a Corrective Action Plan from the IEPA which proposed a limited -area groundwater ordinance to address groundwater contamination beneath the site. The proposed area for the groundwater ordinance area is depicted in Exhibit A. The proposed area for the limited groundwater ordinance depicts the maximum extent of potential groundwater contamination migration based upon IEPA sanctioned modeling equations with a 200-foot buffer outside the outermost modeled extents. Groundwater ordinances have been proven to be a reliable method of remediating environmental contamination by protecting human health and the environment. A limited -area groundwater ordinance would prohibit the installation and use of potable water wells in the proposed area. Furthermore, the Village of Mount Prospect has passed several groundwater ordinances in the past 15 years, including Ordinance Nos. 6561 and 6601. Thank you for your attention to this matter. If you have any questions, please feel free to contact me at 217- 726-7569 ext. 140 or by email at shawnw@greenwavecon.com. Sincerely, Shawn D. Wolfe Senior Project Manager WWI 11111;1 11 0IIIIIIIIIIIAst WwnrenvilleIIII iiii°el 14,,,0 IIIMaIperville, II IIII 60563 Canstitt I September 28, 2026 Michael Cassady Village Manager Village of Mount Prospect 50 South Emerson Street Mount Prospect, Illinois 60056 Re: Technical Review of Proposed Groundwater Use Ordinance Former Formula Auto Repair, Ltd. 310 West Northwest Highway Mount Prospect, Illinois 60056 True North Project Number: T242906 Mr. Cassady, At the request of the Village of Mount Prospect, True North Consultants, Inc. reviewed the proposed ordinance prohibiting the use of groundwater as a potable water supply within the area depicted on Exhibit A. The purpose of our review was to evaluate the environmental and technical provisions of the proposed ordinance and determine whether we identified any issues that should be addressed prior to adoption. The proposed ordinance prohibits the use or attempted use of groundwater as a potable water supply within the designated area, including the installation or drilling of potable water supply wells or use by any other method. The prohibition also expressly applies to the Village of Mount Prospect. Ordinance - Mount Prospect True North also reviewed the September 28, 2026 correspondence prepared by Green Wave Consulting, LLC on behalf of the Pentz Living Trust U/A/D April 5, 1996, Josef Pentz, and Formula Auto Repair, Ltd. Green Wave indicates that it is currently performing corrective action activities associated with a petroleum release from former underground storage tanks at 310 West Northwest Highway and that the Illinois Environmental Protection Agency has approved a Corrective Action Plan incorporating a limited -area groundwater ordinance. According to Green Wave, the proposed groundwater ordinance area depicted on Exhibit A represents the maximum extent of potential groundwater contamination migration based on IEPA-sanctioned modeling equations, with an additional 200-foot buffer beyond the outermost modeled extent. Exhibit A identifies the subject property at 310 West Northwest Highway and depicts the geographic area proposed to be subject to the groundwater use restriction. Based on our review of the proposed ordinance, Exhibit A, and the supporting information provided by Green Wave Consulting, True North did not identify any environmental or technical issues that would prevent the Village from adopting the ordinance as presented. The proposed ordinance clearly establishes the groundwater use restriction within the mapped area, and the geographic limits of the restriction appear consistent with the supporting information provided by the property consultant. Adoption of the ordinance will allow the groundwater use restriction to be incorporated, as appropriate, into the environmental remediation and regulatory closure process associated with the subject property. Accordingly, True North has no technical objections to the proposed groundwater use ordinance as presented. Our review is limited to the environmental and technical aspects of the proposed groundwater use restriction. True North has not independently reproduced Green Wave Consulting's groundwater modeling or otherwise independently verified the modeled extent of groundwater contamination. We defer to the Village and its legal counsel regarding the legal form, enforceability, and adoption of the ordinance. If you have any questions regarding our review or conclusions, please contact us. Regards, TRUE NORTH CONSULTANTS, INC. Brian S. Mihelich Executive Vice President (DJ I C 'IF N 0 '1F2429(1')6 28, 2(11)26 IF e (,:; lleview of Ise Ordhriiar�'iice -I� a KLEIN, T H O R P E& .l E N K I N S Dennis G. Walsh 15010 S. Ravinia Avenue, Ste 10 K�TJATTORNEYS AT LAW 708-349-3888 Orland Park, IL60462 Email: dgwalsh@ktjlaw.com www.ktjlaw.com I► I a in Is7:7e1�17�1► 1 To: Village President and Board of Trustees From: Dennis G. Walsh Date: September 28, 2026 Re: Groundwater Use Ordinance — Former Formula Auto Site, 310 West Northwest Highway Recommendation I recommend that the Village Board approve the proposed ordinance prohibiting the use of groundwater as a potable water supply within the limited area depicted on Exhibit A. The ordinance is being requested in connection with the environmental remediation and closure of the former Formula Auto property located at 310 West Northwest Highway. The consultant handling the Leaking Underground Storage Tank ("LUST") closure has advised that the ordinance was included in the Corrective Action Plan submitted to the Illinois Environmental Protection Agency ("IEPA"), which has approved the Corrective Action Plan. The IEPA LUST project manager has further advised that IEPA's Division of Legal Counsel reviewed and approved the draft groundwater ordinance included with that submission. Purpose of the Ordinance The ordinance is intended to serve as an environmental institutional control by prohibiting the use of groundwater within the specifically identified area for potable purposes. Illinois EPA recognizes local groundwater ordinances as a form of institutional control under 35 III. Adm. Code 742.1015. Such an ordinance can be used where groundwater contamination remains above otherwise applicable remediation objectives because the ordinance eliminates the potable groundwater exposure pathway. The proposed ordinance states that groundwater within the area shown on Exhibit A may not be used as a potable water supply through the installation or drilling of wells or by any other method. The prohibition expressly applies to the Village itself. The ordinance is not Village -wide. Rather, it is geographically limited to the area identified on Exhibit A. The updated Exhibit A identifies the subject site as 310 West Northwest Highway and depicts the specific area that would be subject to the groundwater -use restriction. 2172955_1 Environmental Closure Adoption of the ordinance will facilitate closure of the LUST incidents associated with the former Formula Auto property. The ordinance was submitted as part of the LUST Corrective Action Plan, which has been approved by IEPA. The Village has also been advised by the IEPA LUST project manager that IEPA's Division of Legal Counsel reviewed and approved the draft groundwater ordinance included with that submission. The property is also the subject of remediation being pursued through IEPA's Site Remediation Program ("SRP"), through which a No Further Remediation ("NFR") letter is being sought. Based upon communications with the environmental consultant and IEPA concerning the site, the groundwater ordinance will also support issuance of the NFR letter through the SRP and is expected to eliminate the need to pursue a separate Highway Authority Agreement with IDOT for the affected area. Accordingly, adoption of the ordinance will serve both environmental closure efforts presently being pursued for the property: closure of the LUST incidents and issuance of the NFR letter through the SRP. Effect on the Village The ordinance does not require the Village to undertake environmental remediation or accept responsibility for the contamination. Rather, its effect is to prohibit the use of groundwater as a potable water supply within the designated area. The ordinance recites that groundwater in the area may contain chemical constituents exceeding applicable Class I groundwater quality standards or Tier 1 remediation objectives and states that its purpose is to limit potential threats to human health while facilitating redevelopment and productive use of affected properties. The ordinance also provides for a fine of up to $750 for violations and becomes effective following passage, approval, and publication as required by law. The Village has also considered whether an environmental indemnity agreement should be required in connection with adoption of the ordinance. Based upon the circumstances of this site and the communications concerning the proposed ordinance, the Village will not require a separate environmental indemnity agreement as a condition of adoption. Conclusion The proposed groundwater ordinance has been developed specifically for the environmental closure of the former Formula Auto site, was included in the IEPA-approved LUST Corrective 2 2172955_1 Action Plan, and, according to the IEPA LUST project manager, has been reviewed and approved by IEPA's Division of Legal Counsel. The ordinance is limited to the geographic area shown on Exhibit A and prohibits potable groundwater use within that area, including use by the Village itself. Adoption will provide the institutional control needed to advance the environmental closure process, facilitate closure of the LUST incidents, and support issuance of the NFR letter being pursued through the SRP. Based upon the communications concerning the site, adoption is also expected to avoid the need to pursue a separate Highway Authority Agreement with IDOT. The Village is not requiring a separate environmental indemnity agreement. If you have any additional questions based on the above, feel free to contact me. Dennis G. Walsh 2172955_1 MINIM- ILLINOIS NVIRON"MENTAI PROTECTION AGENCY Bureau of Land - 424 Leaking Underground Storage Tank Section 1021 North Grand Avenue East Springfield, Illinois 62794-9276 An.. Albert Wang Re: LP' C# 0311985092 — Cook County Mount Prospect / Formula Automotive, Inc. 310 West Northwest Highway Leaking UST Incident No. 20140459 Leaking UST Technical File Dear Mr. Wang-. Please find enclosed the Corrective Action Plan and Budget for the above -referenced site. The owner/operator requests that a Project Labor Agreement not be required for the activities proposed in the plan. The requirement of a PLA on this project will only delay the implementation of the corrective action steps that need to be taken. By not requiring a Project Labor Agreement, the proposed corrective action activities will be able to be completed in a more expeditious and timely manner. The request is based on the fact that the PLA will not advance the state's interest in costs, efficiency, timeliness, quality or safety. The scope of the work to be completed, which would be subject to the PLA, consists of well abandonment activities. It is anticipated that the cost to the state would more than double by the time the PLA is negotiated, executed and implemented. The work could be scheduled immediately if the PLA requirement was rescinded, thereby increasing efficiency to the state and ultimately leading to faster completion of the required site closure activities. The quality is ensured without a PLA given that the activities will be completed by capable, skilled personnel with experience and training in performing activities at LU'ST sites. Additionally, safety is ensured as each of the personnel have been trained in safety procedures -for completion of LUST site activities. For these reasons, the owner/operator does not feel that a PLA advances the state's interest on this project and that it can be completed in a safer, less expensive and timelier manner if allowed to proceed without requiring a PLA. Should you have any questions or require additional information, please do not hesitate to contact Shawn Wolfe at (217) 726-7569 x140 or shawnw(4�greenwavecon.coni. Sincerely, Ilk, Shawn D. Wolfe Senior Project Manager Cc .. Project File "T", A SPR,_F',N,_ IL 62,711, 17), 726­�`T' E S1317Ft- 1,, ASH GROV"l.' DR"I V. � 111w, I r/090111 "Wammao ..................... /' ............. E'E'`N,"WAVE CO"Na's''M'' �'�T'11, -1 11 FORMULA AUTOMOTIVE, INC. (FORMULA AUTO REPAIR, LTD.) 310 WEST NORTHWEST HIGHWAY MOUNT PROSPECT, COOK COUNTY, ILLINOIS 60056 LUST I-V1A!T VO. 20140459 Mr. Josef Pentz FORMULA AUTO REPAIR, LTD. 431 N Braintree Drive Schaumburg, Illinois 60194 GREEN WAVE CONSULTING, LL 4440 Ash Grove Drive, Suite A Springfield, Illinois 62711 el ien"111,61,t" E. 7 Senior Professional Engineer ,— <.,"-%,, *b%k Shawn D. Wolfe Senior Project Manager �i- Cl .111 P " 7 "%, 9 D ASI— DRI VE,�""'�'s 'S'" 2 TABLE OF CONTENTS PAGE NUMBER A. Site Identification .r•rar••asa..saaa•■a.■rar.s■rr.r■rr■rrr.■■.raaaa••.rs.r..a.sr.r.•■r.••.rrr.a...•sr.rrrr.rr.■a.r.rrrasaarr.aa.r►.r...vr.ara• B. Site Information•srrraass.r.rr.ar.•rr•rr.aar•a.rvrrrrsaar••s.r.r..►.r...rasr..a.a.rr.r■.r•r.►.•.•■a.a.►...r■■.■•a..ara..araaa.srraarrrrrr.... Ca Proposed Methods of Remediation r....r.•■••a....s.••....a.r....sra►.r■vrrar.ra.►r•rrrr.rr■.•err.r.rr..rrra.ar..r.aaass..rrrs• 1 Do Soil and Groundwater Investigation Resultsra■ars.r...aarrra.a.a9a.aass.r..►rrrsrss.s►.a.rsarr..rrrrrraaaaa.ss..rraaras. 1 1. Description of investigation activities performed............................................................... 2 2. Analytical results, chain--of-custody forms, and laboratory certifications .......................... 4 3. Tables comparing analytical results to applicable remediation objectives ......................... 6 4. Boring logs.......................................................................................................................... 6 5. Monitoring well logs........................................................................................................... 6 6. Site maps............................................................................................................................. 6 E. Technical Information m Corrective Action Plan rr••.rs••sr..rrrrsssrrsr.ra►arrrsr..r..•rrrar.aaarr.a.sa►.rrrarr.s►.►►• 6 1. Executive summary ................................................ ... ............................................ ........... .. 2. Identification of the remediation objectives proposed for the site ............. 3. A description of the remedial technologies selected......................................................... 14 4. A confirmation sampling plan.......................................................................................... 15 5. A description of the current and projected future uses of the site .................................... 15 6. A description of engineered barriers or institutional controls .......................................... 15 7. The water supply well survey........................................................................................... 16 S. Appendices....................................................................................................................... 17 9. Site map(s)........................................................................................................................ 17 10. Engineering design specifications, diagrams, schematics, etc .......................................... 11. A description of bench/pilot studies.................................................................................. 17 12. Cost comparison ............................................................................................................... 17 13. Proposed Tier 2 or 3 remediation objectives.................................................................... 18 14. Alternative technologies.. .......................................................................................... I........ 18 F. Exposure Pathway Exclusion•r.rrrrarrrrrrss.....rrrrsr..•..rsa••.•■.r...as.as...r•■raa•■rr...ara►•srr.s......r.rr►.rra...aars.s• �� 1. A description of the tests to be performed ........................................................................ 22 2. A discussion of how any exposure pathways are to be excluded ..................................... 23 G. Signatures FIGURES L Site Area Features Map 4. Proposed Institutional Controls :Map 2. Delineated Extents Map 5. Proposed Groundwater Ordinance Area Map 3. R26 .Modeled Extents Map 6. water Well Survey TABLES I. Summary of Analytical Results -Soil II. Summary of Analytical Results -Groundwater III. Comparison of Tier 1 SRO Exceedences On -Site to Applicable Tier 2 SROs N. Comparison of Groundwater Analytical Results to Calculated Tier 3 Dirt Floor @Slab Grade Indoor Inhal. GROs ATTACHMENTS I. IEPA Corrective action Plan Form 2. "Village Gateway" Redevelopment Plan 3. IEPA Sanctioned Tier 2 SRO, Soil .Leaching, R26 Modeling Input Parameters, Calculations and Results 4. IEPA "Indoor Inhalation Exposure Route Checklist" 5. Tier 3 Evaluation. 742.935 Indoor Inhalation Remediation Objectives 6. Draft village of Mount Prospect Limited Area Groundwater Ordinance 7. Draft IDOT Highway Authority Agreement Application 8. CAP Budget Forms and OSFM Eligibility Letters 9. water Well Survey Information Illinois Environmental Protection Agency Leaking Underground Storage Tank Program CORRECTIEVE ACTION PLAN A. Site Identification IEMA Incident # (6- or 8-digit): 20140459 IEPA LPC# (I 0-digit): 0311985092 Site Name: Formula Automotive, Inc. (Formula Auto Repair, Ltd.)__ Site Address (Not a P.O. Box): 310 West Northwest Highway City: Mount Prospect County: B. Site Information Cook 1. will the owner or operator seek reimbursement from the Underground Storage Tank Fund? 2. If yes, is the budget attached? 3. Is this an amended plan? 4. Identify the material(s) released: ZIP Code: 60056 Unleaded Gasoline & Diesel Fuel 5. This Corrective Action Plan is being submitted pursuant to: RE1003--swal a. 35 Ill. Adm. Code Section 731.166 1:1 b. 35 Ill. Adm. Code Section 732.404 ❑ c. 35 Ill. Adm. Code Section 734.335 0 C. Proposed Methods of Remediation 1. Soil Mitigation of the delineated residual Illinois Environmental Protection Agency (IEPA) Tiered Approach to Corrective Action Objectives (TACO) Tier 1 Soil Remediation Objective (SRO) exceedences pursuant to Subpart G (Tier 2 Soil Evaluation)..and Subpart J (Institutional Controls) of 35 lllinois Administrative Code (IAQ­742. 2. Groundwater: Mitigation of the delineated residual IEPA TACO Tier 2 Soil Component of the Groundwater Ingestion)..(SCGIExposure Route SRO and Tier 1 Groundwater Remediation Objective (GRO) exceedences pursuant to Subpart J (Institutional Controls) of 35 IAC 742. 3. Soil Gas Mitigation of potential soil a� s impaction beneath the subject site pursuant to Subpart I (Tier 3 Evaluation) of 35 IAC 742. Please refer to Attachment 1 for the IEPA Corrective Action Plan (CAP) form. In June 2024, the owner of the subject site, The Pentz Living Trust U/A/D April 5, 1996, sold the subject property to the village of Mount Prospect. The Village of .Mount Prospect plans to redevelop the 310 west Northwest Highway property as the "village Gateway" park. The redevelopment plan, including the approximate boundary of the subject site, is included in Attachment 2. Pursuant to 35 IAC 742.200, the definition of a "residential property" is "any real property that is used for habitation by individuals, or where children have the opportunity for exposure to contaminants through ingestion or inhalation (indoor or outdoor) at educational facilities, health care facilities, child care facilities or .recreational areas." As the site will be redeveloped as a recreational area, the post-remediation land use will be classified as residential and the site 1 must be remediated to the residential remediation objectives (ROs) rather than the industrial/commercial ROs required by 35 IAC 734.360(b). It is important to note that during the drilling of soil boring/monitoring well B-3/MW-4 on -site in the automotive service bay, ETS Environmental &Associates, LLC (ETS) encountered a dark oily substance in the soil boring at shallow depths. It was the opinion of ETS that the impacts identified in the soil. sample collected at the 3' depth from soil boring/monitoring well B-3/MW-4 on -site are not associated with the Leaking Underground Storage Tank (LUST) release from the former fueling system given the shallow depth of impacts, the distance from the former underground storage tank (UST) pit, and the location of the soil boring (i.e. within an automotive service bay). This determination was submitted in the Site Investigation Plan -Stage 2/3 submitted in January 2016. The determination was approved in a final decision letter that was issued by the IEPA LUST section on May 26, 2016. Therefore, these impacts are currently being addressed through the IEPA Site Remediation Program (SRP). A plan to address these impacts through the SRP was originally submitted by Gabriel Environmental Services and is currently being implemented in 2024 by True North Consultants, Inc. D. Soil and Groundwater Investigation Results (for incidents subject to 35 Ill. Adm. Code 731 only or 732 that were classified using Method One or Two, if not previously provided) 1. Description of investigation activities performed to define the extents of soil and/or groundwater contamination; Please refer to the Site Investigation Completion Report (SICK) that details the investigation activities performed to define the extent of contamination. Figure I illustrates the surrounding area and site area features. A comparison of the soil analytical data to the IEPA TACO Tier I SROs for each exposure route is provided in Table I. The groundwater analytical results, compared to the IEPA TACO Tier I GROs for the Groundwater Ingestion and Indoor Inhalation Exposure Routes, are summarized in Table II. The delineated extents of Tier I soil and groundwater impaction attributed to the LUST release are illustrated on Figure 2. Comparison of Fier I Exceedences On --Site to Calculated Fier 2 SROs & Equation S29 C,,l Values Based on a comparison of the historic soil analytical results attributed to the LUST release to the IEPA TACO Tier I SROs for each exposure route and the TACO Appendix A, Table A Soil Saturation Limit (Csat) values, site --specific Tier 2 SROs and/or Equation S29 C,at values were developed for the following: (1) SCGI :Exposure Route for benzene, (2) Outdoor Inhalation Exposure Route for residential and industrial/commercial properties for benzene, and (3) Outdoor Inhalation Exposure Route for construction worker populations with respect to benzene and naphthalene. Please refer to Section E(13) of this CAP for the development of the Tier 2 SROs and/or Equation S29 Csat values. Table III provides a comparison of the IEPA TACO Appendix A, Table A C,at and Tier I SRO exceedences to the applicable calculated Equation S29 C,at values and Tier 2 SROs. The following charts summarize the residual on -site soil sample locations/intervals attributed to the LUST release that exceed the applicable Equation S29 Csat values and the Tier I or Tier 2 SROs for each exposure route. Soil samples that were determined to not be attributed to the LUST release e.g. B-3/Mw-4 (3', l o', 15', 19')], but rather to the release being investigated and remediated through the SRP, are not included in Table III or the tables below. Contaminan t) oaf t��... . .... r�. .. ...... ... Exceeding-�,� ..... ... �+di�,�,; SOiI �d��it"��itlt� ��� 11 Soil Component of Groundwater Ingestion 8z Outdoor Inhalation 11 11 BTEX / MTBE I Done 11 2 ��inalt{s} oj conce�n � � t4 c�n Ex c�sure R+��ft � � Tier 1 R Residential, IndustriaUCommercial &Construction Worker BTEX / MTBE / PNAs None @Tier 1 Cohn arison of off -Site Soil Sang les to Tier I SROs and.A endix �4 Table1E ration S22 sal Values Based on a comparison of the historic soil analytical results to the IEPA TACO Tier i SROs for each exposure route and the TACO Appendix A, Table A Csat values, the following charts summarize the off - site soil sample locations/intervals that exceed the applicable Tier 1 SROs for each exposure route and the TACO Appendix A, Table A Csat values (please refer to Table I). Mn Foil Component of Groundwater Ingestion &gor outdoor Inhalation BTEX / MTBE None vo ��Ii;ng'Tier 1 RCis Residential, Industrial/Commercial & Construction Worker BTEX / MTBE / PNAs None �ncer� foil �om���r�►,��t �r th� �r+oundwater Ezcee'd.... it# ROut. ..... ...... Class I Groundwater 1 BTEX / MTBE 1 PNAs I None Il c.. ....... ..... . .. . m�x��t onta� ) c��Outdoor ���lfi��r�r ���rure Route EXceei�� Residential, IndustriaUCommercial &Construction Worker BTEX / MTBE /Naphthalene None Rj TACO Tier 1 Evaluation: Site Investigation Groundwater The laboratory groundwater analytical results for the groundwater samples collected during the most recent sampling activities per sampling location were compared to the IEPA TACO Tier 1 GROs for the Class I Groundwater Ingestion Exposure Route (please refer to Table II). The laboratory analytical results indicated that the following groundwater samples attributed to the LUST release exceeded the IEPA TACO Tier 1 GROs for Mass I groundwater: contamino 0 vn+���� Groundwater n��rc��► Exp+)sure .. Route Ezceeding Ti��r`1 ��.i� ... ... ..... C'1�ss � d.r�ter Benzene B-21 MW-1 MTBE B-2 SSL Ea uations S281 SI 8 or SI 7IS18IS19 Soil Leaching Potential to .Future Groundwater Conditions The soil data that exceeded the IEPA TACO Tier 2 SROs for the SCGI Exposure Route was modeled using the IEPA sanctioned SSL Equations S281S 18 or S 171S 181S 19 to determine if the concentrations pose a potential leaching threat to the future dissolved groundwater conditions. For those sample locations that exhibited exceedences at multiple depth intervals for the same analyte, only the highest concentration per analyte was modeled. The results of the evaluation are as follows: Parameter Sample Location ; Value (mg/L) E Sample Location € Value (mg/L) Benzene S-14 (3') 0.009 S- I S (3') 0.040 S-27 (12') f 0.122 S-30 (4') 0.010 SW31 (4') 0.080 S-34 (9) 0.013 Please refer to Attachment 3 for the input parameters used in Equations S281S 18 and S 171S 181S 19, results of the soil leaching calculations and the required IEPA SSL input forms. RBCA Eauation R26 .Predicted Extent of Current Soil Leachate & Groundwater Impact The IEPA sanctioned RBCA Equation R26 was used to determine if the current soil leachate concentrations observed in the above listed soil samples and groundwater would meet compliance with the most stringent (Class I Groundwater) GROs prior to reaching the property boundaries. The predicted extent of potential future soil leaching impact was calculated as follows: M Please refer to Attachment 3 for the input parameters used in the solution of Equation R26, the results of the R26 modeling and the required IEPA RBCA input forms. The maximum predicted extent of current potential groundwater impact in the downgradient direction is illustrated in Figure 3. Soil Gas Indoor Inhalation fx posure route Evaluation: Petroleum Va o Intrusion G WC evaluated the soil and groundwater analytical results to complete an initial. evaluation of the IEPA "Indoor Inhalation Exposure Route Checklist." Based on the current contaminant loading analytical results, it appears that evaluation of the on -site Indoor Inhalation Exposure Route is required. A copy of the indoor inhalation checklist is included in Attachment 4. This determination was based on the vertical separation screening criteria for a dissolved groundwater plume. On -Site Evaluation There is not at least five (5) feet of soil, exhibiting benzene concentrations less than 10 milligrams per kilogram (mg/kg) or otherwise, between the highest measured groundwater elevation in a monitoring well and the lowest point of a building foundation crawl space on -site [current building on -site has aslab-on- grade with lowest point of the building foundation assumed at 10 centimeters (0328 feet) below ground surface (bgs) per 35 IAC 742 Appendix C, Table M (LF parameter)] or ground surface if there is no overlying receptor. On -Site Monitoring -well Locations Exceeding Tier 1 GROs .. e 777 �e I.h t a e e t�� T� Dhn MW-1 3.36' 3.36'+ —19.5' MW-2 11.19' 11.191+ f--20.0' :MW-3 11.56' 11.56'+ —23.5' MW-5 14.23 14.23'+ —19.5' MW-6 3.3 9' 3.83' _ 14' [:::MW-7 4.15' 4.53' '10' BTGC = below top of casing; bgs = below ground surface + = Do not have ground surface elevations at specified well so cannot determine depths bgs. * = Exceeds residential Tier 1 GROs of 35 IAC 742, Appendix B, Table H Please note that the phreatic zone (groundwater -bearing unit) was observed between 10 and 23.5 feet bgs while drilling. The depth to water measurements collected during the site investigation were generally higher (closer to land surface) than the depths at which groundwater was observed while drilling the monitoring well soil borings. These elevated static water level measurements in the monitoring wells appear to indicate that the groundwater is under semi -confined or confined aquifer head pressure and therefore the depth to water measurements in the monitoring wells are indicative of a potentiometric surface within the monitoring well itself rather than an unconfined water table. TACO Tier I Evaluation: Indoor Inhalation EXnosure Route Groundwater & Foil Gas The most recent groundwater analytical results from each monitoring well were compared to the IEPA TACO Tier I Indoor Inhalation Exposure Route GROs of 35 IAC 742, Appendix B, Table H (please refer to Table II). The following chart presents analytical groundwater collected at the site that exceed the IEPA TACO Tier I GROs of 35 IAC 742, Appendix B, Table H: Note: Groundwater analytical results from most recent sampling event used for comparison. 5 Mote: * * = Off -site monitoring well location. Soil gas samples have not been collected at the site at this time. 2. Analytical results, chain -of -custody forms, and laboratory certifications; Please refer to the previously submitted reports. 3. Tables comparing analytical results to applicable remediation objectives; Table I summarizes the soil analytical results compared to the Tier I SROs for each exposure route. Table II summarizes the groundwater analytical results compared to the Tier l GROs for the Groundwater Ingestion and Indoor Inhalation Exposure Routes. 'Table III compares the on -site IEPA TACO Appendix A., Table A Csat and Tier I SROs exceedences to the applicable calculated Equation S29 Csat values and Tier 2 SROs. Table Iv compares the groundwater analytical results to the applicable calculated Tier 3 GROs for the Indoor Inhalation Exposure Route for a dirt floor at slab grade scenario. 4. Boring logs; Please refer to the previously submitted reports. 5. Monitoring well logs; and Please refer to the previously submitted reports. h. Site maps meeting the requirements of 35 Ili. Adm. Code 732.110(a) or 734.440 and showing: a. Soil sample locations; Please refer to Figure 1. b. Monitoring well locations; Please refer to Figure 1. c. Plumes of soil and groundwater contamination; Please refer to Figures 2 and 3 for the physically delineated and estimated future extent of Tier I soil and groundwater impaction. E. Technical Information -- Corrective .Action Plan 1. Executive summary identifying the objectives of the corrective action plan and the technical approach to be utilized to meet such objectives; a. The major components (e.g., treatment, containment, removal) of the corrective action plan; b. The scope of the problems to be addressed by the proposed corrective action; and The owner/operator proposes to: (1) present the results of the IEPA TACO Tier 2 SRO, soil leaching and Equation R26 modeling calculations for the soil and groundwater samples (see above); (2) evaluate the Indoor Inhalation Exposure Route for the subject site by developing Tier 3 Indoor Inhalation Exposure Route GROs and SGROs for a dirt floor at slab grade scenario; and (3) present the institutional and engineering controls that will be relied upon to mitigate the residual soil and groundwater impaction present at the site. Please refer to Attachment 1 for the IEPA CAP form. Tier 3 Remediation ob iectives or the Indoor Inhalation Ex os re �2o te: 35 IAC 742.935 _- The laboratory analysis of the groundwater samples collected from the on -site monitoring wells returned detectable concentrations of benzene, toluene, ethylbenzene, total xylenes (BTEx), methyl tertiary -butyl ether (MTBE), and naphthalene. The analytical results of the groundwater samples were evaluated against the GROs of Table H in Appendix B of TACO. The concentrations of BTEX MTBE and naphthalene in the groundwater samples did not exceed the residential and industrial/commercial Tier I GROs in Table H of TACO. However, pursuant to 3 5 IAC 742.515 (a)(2) and footnote " j" of Table H of 35 IAC 734 Appendix B, an institutional control (concrete base no sumps building 2 restriction) would be required if the Soil Gas R.ernediation objectives (SGROs) or GROs of Table PI were relied upon to achieve compliance with the Indoor Inhalation Exposure Route. The current building located within the physically delineated Tier I groundwater impaction plume has a slab -on - grade base construction. However, the village of Mount Prospect, the current owner of the subject site, plans to redevelop the 310 west Northwest Highway property as the "village Gateway" park. The redevelopment plan, including the approximate boundary of the subject site, is included in Attachment 2 and shows no buildings will be present on the subject site post--remediation. The objective of this Tier 3 evaluation is to develop ROs for soil gas and groundwater for the Indoor Inhalation Exposure Route that do not require the implementation of an institutional control for the subject site property in case any future enclosed buildings are built on the property. A modification to the Modified J&E Model was used to simulate conditions where the full concrete slab -on -grade or the full concrete basement and floor and walls specified in the TACO Tier I assumptions are absent. Furthermore, this Tier 3 evaluation uses the more conservative "diffusion and advection" scenario, although advection is not the dominant mechanism for transport for building foundations with dirt floors. The resultant Tier 3 ROs do not require the building to be greater than 5 feet away from the contaminants, and they allow the site to be evaluated using either soil gas or groundwater sample analytical results. Tier 3 ROs for residential receptors in buildings constructed with no concrete slab (i.e. dirt/earthen floor) were calculated for groundwater and potential soil gas contamination. According to the IEPA office of Toxicity Assessment (OTA) memorandum, dated October 26, 2022, generated during review of a previous Tier 3 .Evaluation conducted for the Meier's Auto Sales, Inc. site (LPC No. 0270405007), "OTA has modified its policy to allow for the calculation of a `dirt floor at slab grade' scenario to exclude the indoor inhalation exposure route without foundation requirements for buildings constructed as slab -on -grade. A `dirt floor at slab grade' scenario assumes the `floor' bottom (LF) is 10 cm bgs. This equates with Illinois EPA's assumed slab thickness to be protective of slab -on -grade building for properties that do not desire foundation requirements." The OTA's calculation of dirt floor ROs is a modification of the TACO Modified J&E Model using one (1) of the three (3) mass flux transport models outlined in a paper by Little, Daisey, and Nazaroff (1992) (hereafter referred to as the LDN Model). This LDN Model describes transport from a planar source and, like the Modified J&E Model used in TACO, includes diffusion and advection transport mechanisms. Unlike the Modified J&E Model presented in TACO, which assumes there is attenuation of soil gas constituent concentrations across a building concrete slab or basement floor and walls, the LDN Model conservatively calculates an attenuation factor that assumes the entire flux of constituents arriving at the zone near the building is transported into the building. Therefore, the attenuation factor formula (Equation 5) in the LDN Model, as described in the 1992 paper, is appropriate to evaluate the scenario where no concrete slab or no basement with concrete floor and walls are present to limit vapor transport into the building (i.e. an earthen floor). The LDN Model is also appropriate for evaluation of other building foundation construction types that may provide little resistance to vapor transport like stone foundations, partial concrete floors, or crawl spaces. The calculations utilize conservative assumptions and default input values that are consistent with the most recent (November 2024) USEPA Regional Screening Levels (RSLs) and TACO residential scenario assumptions. The Tier 3 SGROs and GROs were calculated for BTEX, MTBE and naphthalene, which were the contaminants -of -concern that were detected in the groundwater, although at concentrations less than the TACO Appendix B, Table H residential GROs. The calculation of Tier 3 SGROs for any dirt floor scenario (slab -on -grade, crawl space, or basement) requires the collection of soil gas samples between the bottom of the floor [10 cm below ground surface (bgs) for slabs -on -grade, 1.00 cm bgs for crawl spaces, and 200 cm bgs for basements; the '`distance from ground surface to bottom of slab" (LF) input parameter in TACO] and above the capillary fringe layer (default of 37.5 cm above the groundwater -bearing unit depth). This soil gas collection depth interval is typically not an issue for buildings with slabs -on -grade or crawl spaces but can be an issue for buildings with basements where the groundwater -bearing unit (saturated/phreatic zone) is close to the surface. Provided there is sufficient room between the default LF for aslab-on-grade (10 cm bgs), 7 crawl space (100 cm bgs) or basement (200 cm bgs) and the top of groundwater table plus the default thickness of the capillary fringe (37.5 cm), soil gas and groundwater samples can be collected for evaluation against the developed Tier 3 ROs. TACO Tier 3 Evaluation: Indoor Inhalation Exposure Route Soil Gas Remediation Objectives The TACO Tier 3 evaluation is being performed in accordance with Subpart I of 35 IAC 742 to develop SG Os and GROs to address the Indoor Inhalation Exposure Route. In accordance with 3 5 IAC 742.935, the following evaluation addresses the applicable requirements of 35 IAC 742.935 and provides information in support of a request for the Tier 3 evaluation. 1) Scaled map of the area, showing all buildings and man-made pathways (current and planned) [35 IAC 742.935(c) and (e)]; Please refer to Figure 1. Currently, the property within the Tier 1 groundwater impaction plume attributed to the LUST release (subject site only) consists primarily of an asphalt and concrete parking lot with aone-story brick building (to be razed). Potential man-made pathways include utility conduits that currently service the service station building and adjacent properties. As noted on Figures 1 and 2, the building located within the physically delineated Tier 1 groundwater impaction plume at the site property is a slab -on -grade building. The physically delineated Tier 1 groundwater impaction plume does not extend past the subject site property boundaries. Given that the current building within the Tier 1 groundwater impaction plume has slab -on -grade construction, soil gas samples collected from a depth of 3-3.5 feet bgs would be appropriate to use to evaluate/exclude the exposure route. 2) The current extent and modeled migration of contamination [35 IAC 742.935(c) and (e)J; Please refer to Figures 2 and 3. 3) Geology, including soil types and parameters and the thickness of the capillary fringe [35 IAC 742.935(c) and (e)]; The Illinois State Geological Survey (ISGS) map entitled "Quaternary Deposits of Illinois" (Lineback, 1979) states that the site is classified as the Wadsworth Till member of the Wedron formation, which is described as "mostly gray clayey and silty clayey till, contains few pebbles and cobbles and is more clayey near Lake Michigan... [with] local lenses of sand and silt." According to the ISGS Circular 532 (Berg, Kempton and Cartwright, 1954), entitled "Potential for Contamination of Shallow Aquifers in Illinois" (Plate 1), the subsurface native soil conditions are typical of the "E" region, which consists of "uniform, relatively impermeable silty or clayey till at least 50 feet thick ... [with] no evidence of interbedded sand and gravel." The USGS Arlington Heights, Illinois Quadrangle indicates the subject property is located approximately 670 feet above mean sea level (MSL). The ISGS neaps entitled Buried Bedrock Surface of Illinois (1994) and Glacial Drift in Illinois: Thickness and Character (ISGS Circular 490, 1975), indicates bedrock is located within 50 feet of the ground surface. According to ISGS Illinois Map 14 (Kolata, 2005), entitled "Bedrock Geology of Illinois," the bedrock beneath the site is characterized as being of the undivided Silurian System. The site subsurface consists generally of clay loam (silty or sandy clay) with discontinuous sand and gravel lenses (<I foot) or seams (1 to 1.5 feet) to 25 feet, the maximum depth explored. In some soil borings (e.g. B-2, MW-2, MW-3), silty sand or poorly sorted sand with silt was observed at the base of the borings. Chemical and physical parameter soil testing [fraction of organic carbon (fog), soil bulk density (Pb), soil particle density (p,), moisture content (co) and particle size analysis] of the soil at approximately nine (9) to ten (10) feet bgs was performed during the Site Investigation drilling activities. A shallower TACO parameter sample more representative of the depth where a soil gas sample would be collected was not acquired at the subject site. The laboratory analyses yielded the following chemical and physical parameter results: F`1 Chemical & Physical Soil Parameters Fraction of Moisture Soil Dry Bulk Soil Particle Sample ID Organic Carbon Content Density Density (foc) (w) b(.Ps). Tier 2 Sample 0.0071 gig 16.49 % 1.71398 glcm3 1.86 glcnl3 (9"-Io,) Soil Classification based on Geologist Cla Loam y 1.C]bservation/Descr Lion A shallower TACO parameter sample more representative of the depth where a soil gas sample would be collected was not acquired at the subject site. As such, the TACO default values from Appendix C, Table M were used for the porosity and bulk density input values. The TACO default value from Appendix C, Table M (37.5 cm) was used for the capillary fringe thickness (L2for groundwater contamination or Leap). 4) Depth to groundwater (including seasonal variation) and flow direction [35 fAC 742.935(c) and (e)J; The apparent groundwater -bearing zone was encountered while drilling between approximately 10 to 23.5 feet bgs in the soil borings conducted at the 310 West Northwest Highway property. Gauging of monitoring wells MW-1, MW-2, MW-3 and MW-5 at the 310 West Northwest Highway property ranged from 3.36 to 14.23 feet below the top of monitoring well casing (BTOC) in March 2015 (depth bgs could not be determined since ground elevation at each monitoring well was not recorded). In June 2024, the gauged depths of the wells MW- 1, MW-21, MW-3, MW-, MW-6 and MW-7 ranged from 3.39 to 14.55 feet BTOC. Additionally, the depth to water measurements collected during each stage of investigation were typically higher (closer to ground surface) than the depths at which groundwater was observed while drilling. These elevated static water level measurements in the monitoring wells may indicate that the groundwater is under semi -confined or confined aquifer head pressure and therefore the depth to water measurements are indicative of a potentiometric surface (within an open 2"-diameter tube subject to atmospheric pressure) rather than an unconfined water table. The results of the slug test analysis indicated that the hydraulic conductivity of the subsurface soil materials beneath the site is 6.456 x 10-5 centimeters per second (cm/sec). The hydraulic gradient of the site ranged from 0.02089 foot/foot (ft/ft) for the March 2015 gauging event to 0.05672 ft/ft for the June 2024 gauging event. The elevation of groundwater in monitoring well MW-1 was not used in the calculations as each appeared to be artificially elevated due to the well's proximity to the UST excavation cavity (see pages 3 and 4 of Attachment 3 for the recalculated gradient and flow directions). Using the gauging data from the Site Investigation monitoring events minus monitoring well MW-1, the groundwater flow directions was determined to consistently be towards the west (269.9' clockwise from north and 270.6° clockwise from north). The calculated groundwater flow directions were less than one (1) degree apart. S) and 6) Location of soil gas sampling points and a discussion of soil gas sampling procedures that, at a minimum, addresses the following: a) sampling equipment; b) soil gas collection protocol, including field tests and weather conditions; and c) laboratory analytical methods [35 IAC 742.935(c)],- No soil gas samples have been or are proposed to be collected at the subject site as the groundwater analytical results are being used in the Indoor Inhalation Exposure Route evaluation. Should soil gas samples be collected in the future, they will be collected at a depth of three (3) feet bgs near the monitoring well historically exhibiting the greatest degree of groundwater impaction attributed to the LUST release. The placement slightly outside the monitoring well 9 or building footprint locations will help negate any influence of the porous annular space materials may have on the soil gas sample integrity, while still being within the groundwater contaminant plume. The soil vapor sampling assemblies will be temporarily installed using the post -run tubing (PRT) method to an approximate depth of 3.5 feet bgs. After the expendable drive point is disengaged from the probe rod, the probe rod will be retracted approximately six inches (6") to create a void from which the soil vapor samples will be collected. The internal nylon or polytetrafluoroethylene (Teflon") tubing will then be installed onto the expendable point holder using a PRT adapter with an 0-ring. The ground surface and tubing/probe rod external interface will be sealed to prevent ambient air from entering the soil vapor sampling assemblies. The tubing will then be capped and the soil gas will be allowed to equilibrate for a minimum of 30 minutes. Following the sampling activities, the tubing, PRT adapter and probe rods will be pulled out of the borehole and the borehole will be sealed. Soil gas collection will be completed in accordance with 35 IAC 742.227. Specifically, the soil vapor sampling assembly will be purged three (3) volumes before obtaining a discrete soil gas sample. The sample will be collected using rigid -wall tubing made of nylon or TeflonT"I and air flow regulator to limit the flow rate to 200 milliliters per minute (ml/min). Prior to purging the vapor sampling assembly and collection of the sample, ashut-in test will be performed on the sampling train to determine tightness of the sampling train. During collection of the sample, sample leak testing utilizing 2-propanol (isopropyl alcohol) as a tracer gas will be completed to ensure the integrity of the sample. The soil vapor sample will then be containerized in a gas- tight, inert container provided by a National Environmental Laboratory Accreditation Program (NELAP) certified laboratory for laboratory analysis of BTEX/MTBE and naphthalene as well as the tracer gas (isopropanol) using USEPA Method TO-1.5. 5) Results and locations of groundwater sampling events [35 IAC 742.935(e)]; Table II summarizes the groundwater analytical results compared to the Tier 1 GROs for the Groundwater Ingestion and Indoor Inhalation Exposure Routes. Please refer to Figure 1 for the locations of the groundwater monitoring wells. Attachment 5 presents the mathematical and technical justification for use of the modification to the Modified J&E Model [35 IAC 742.935(e)]. It also presents rationale for the selected model, the inputs that are used, and addresses the transport mechanisms included in the model. [35 IAC 742.935(e)] :Based on the evaluation of the site -specific conditions, the Tier 3 indoor inhalation groundwater and soil gas remediation objectives were calculated in Attachment 5 and are acceptable for use at the site. These Tier 3 remediation objectives are appropriate for evaluation of an existing or potential future building with an earthen crawl space or earthen floor. The Tier 3 calculations yielded the following remediation objectives: IEPA TACO Tier 3 Indoor Inhalation Exposure route Remediation objectives Using the IEPA Modified Implementation of the Modified J&E Model "Dirt Floor at Slab Grade" Scenario Soil Gas Contamination Groundwater Contamination Residential IndustriallCommercial Residential IndustriallCornmercial Benzene 0.13 m m3 0.48 m m3 0.098 m 0.37 m Eth lbenzene 0.47 m m3 1.8 m m3 0.35 mIL 1.3 m L N2ahthalene 0.044 n m3. 0.16 m m3 0.055 m 0.21 m. Toluene 2,200 m m3 6,800 rn Im.3 530 m L 530 m Total Xylenes 51 m M3 160 m m3 26 m IL 83 mg& MTBE 1,300 mg/ m3 49100 m m 15500 mg/L. 4,900 m L .10 As expected, each of the SGROs and GROs are less than those in 351AC 742, Appendix B, Table H. These lover ROs would be expected since the concentrations are not further attenuated passing across a building's concrete slab or basement floor as is the case for the Table H SGROs and GROs. A comparison of the laboratory analytical results for groundwater samples to the developed Tier 3 GROs yielded the following: IEPA TACO B2 M.-1 Mw-1 Tier 3 Indoor Inhalation Exposure Route (Gw) Groundwater Remediation Objectives Dirt Floor at Flab Grade Residential Groundwater Contamination Date of Sample Collection: 03/03/15 03/27/15 06/18/24 Volatile Organics (8260B) Contaminants of Concern: Units Rep. Limit Benzene m Varies 0.0713 0.0312 0.0487 0.098 Toluene mg/L Varies c 0.0050 0.0055 0.0066 0530 Eth lbenzene mg/L Varies < 0.0050 0.0079 0.0168 0.35 Total x lenes mg/L. Varies 0.0062 0.0172 0.0398 26 MTBE mg/L Varies 0.0829 c 0.0050 0.0036 1,500 Naphthalene mg/L Varies < 0.010 c 0.010 0.0051ij 0.055 IEPA TACO Mw-2 MW-3 MW-5 Tier 3 Indoor Inhalation Exposure Route Groundwater Remediation Objectives Dirt Floor at Slab Grade Residential Groundwater Contamination Date of Sample Collection: 03/27/15 03/27/15 03/27/15 Volatile Organics (8260B) Contaminants of Concern: Units Rep. Limit Benzene m IL Varies c 0.0050 < 0.0050 c 0.0050 0.098 Toluene mg/L Varies c 0.0050 c 0.0050 < 0.0050 0530 Eth lbenzene mg/L Varies c 0.0050 < 0.0050 c 0.0050 0.35 Total x lenes mg/L. Varies < 0.0050 < 0.0050 < 0.0050 26 MTBE am.g/L Varies c 0.0050 c 0.0050 c 0.0050 1,500 Naphthalene I mg/L Varies 1 c 0.010 I < 0.010 I < 0.010 0.055 Mw-6 __-- ---- IEPA TACO Tier 3 Indoor Inhalation Exposure Route Groundwater Remediation Objectives Dirt Floor at Slab Grade Residential Groundwater Contamination Date of Sample Collection: 06/18/24 --- ---- Volatile Organics (8260B) Contaminants of Concern: Units Rep. Limit Benzene m Varies < 0.0005 ---- ---- 0.098 Toluene mg/L Varies < 0.0020 ---- ---- 0530 Eth lbenzene m Varies < 0.0020 ---- ---- 035 Total X lenes mg/L Varies < 0.0040 ---- ---- 26 MTBE mg/L Varies 0.0042 ---- ---- 1,500 Naphthalene mg/L Varies < 0.000400 ---- ---- 0.055 Note: Analytical testing results are expressed in milligrams per liter (mg/L) concentrations. Note: Exceedences of the IEPA TACO Tier 3 GROs in bold. 11 Table IV compares the site's groundwater analytical results to the calculated Tier 3 Indoor Inhalation. Exposure Route GROs for the dirt floor at slab grade scenario. riven that the laboratory analytical results of the groundwater samples collected beneath the subject site property do not exceed the calculated residential Tier 3 residential. GROs developed with the LDN Model modification of the Modified J&E Model, using the IEPA OTA specified input parameters, the Indoor Inhalation Exposure Route is excluded and no institutional controls will be required to address the Indoor Inhalation Exposure Route on the subject site property. Please note that the Tier 3 GROs were conservatively calculated using a Dsaurce value equaling the highest observed depth to water measurement in a groundwater monitoring well, which is artificially elevated due to hydro- and lithostatic pressure in an open tube, rather than the actual depth of the groundwater bearing unit from which potential volatile vapors would emanate. As such, the distance between the source (Dsource), including the added default capillary fringe thickness (L2 or Lcap), and the foundation. base depth (LF) through which the potential vapors are migrating and attenuating is smaller than what is actually occurring in -situ. Proposed Institutional Controls The delineated residual IEPA TACO Tier 1 SRO and GRO exceedences shall be mitigated pursuant to Subpart J (Institutional Controls) of 35 IAC 742. The following discusses the institutional controls that will be relied upon to address the residual impaction resulting from the LUST release incident. Figure 4 illustrates the area subject to the institutional controls. Institutional Controls: On --Site Limited -Area Groundwater Ordinance To address the groundwater impacts including future modeled extent at the site, a limited area groundwater ordinance with the Village of Mount Prospect is proposed. G WC. will pursue a groundwater ordinance with the Village to restrict the use of groundwater as a potable water supply from the site. The proposed limited area groundwater ordinance area with the Village of Mount Prospect is shown on Figure 5. A draft copy of the proposed groundwater ordinance is included in Attachment 5. Please note that the draft ordinance is based upon the model ordinance form provided by the IEPA and the specific formatting recently used by the Village of Mount Prospect. The form of the draft ordinance closely follows that of the latest approved existing Village groundwater ordinance (Ordinance No 6601 ). The Village of Mount Prospect has previously enacted multiple limited -area groundwater use ordinances across the Village. The limited area groundwater use ordinance appears readily achievable as the Village has indicated, through its environmental consultant, "they would be amenable to adopting a limited area groundwater use restriction ordinance to support closure of the LUST incident." GWC. will submit a draft of the ordinance to the Village and attempt to negotiate the passage and answer any questions via telephone or electronic mail. An in -person meeting with the Village may be needed and has been. budgeted. Following passage of the groundwater ordinance by the Village, a certified copy of the ordinance will be submitted to the IEPA. Institutional Controls: Off -site Highway Authority Agreement (HAA) -West Central Road Pursuant to 35 IAC 742.1000(c)(5) and 742.1020, an HAA will be sought and executed for the right-of-way (ROW) of West Central Road north of the site with the Illinois Department of Transportation (IDOT) to mitigate the potential residual off -site soil and groundwater impacted above the IEPA TACO Tier 1 ROs. This agreement will address the residual contamination that has already migrated or has the potential to migrate into the adjacent ROW. Figure 4 illustrates the potential area to be covered by the HAA. This area may be adjusted (i.e. enlarged) based on the requirements of IDOT. The HAA shall match the form and contain the same substance, except for variable elements, as the model in Appendix D of 35 IAC 742, or the IEPA/IDOT agreed -upon form in the case of an IDOT HAA. A draft copy of the IDOT HAA is not included in this CAP as IDOT will prepare the document based on the information (multiple figures and tables, application and modeling information, etc.) provided by the owner/operator. However, the IDOT "Application for Highway Authority Agreement (HAA)" and some of the attachments to be submitted are included in Attachment 7. This HAA appears readily achievable as IDOT readily approves HAAs. 12 Following execution of the HAA by the owner/operator and IDOT, a copy of the fully executed H -A will be submitted to the IEPA. Pursuant to 3 5 IAC 742.1020(d), the executed HAA shall be referenced in the NFR letter for the site, which shall be recorded to the chain of title for the remediation property. Limited -Area Groundwater Ordinance To address the groundwater impacts including future modeled extent at the site, a limited area groundwater ordinance with the Village of Mount Prospect is proposed. GwC will pursue a groundwater ordinance with the Village to restrict the use of groundwater as a potable water supply from the site. The proposed limited area groundwater ordinance area with the Village of Mount Prospect is shown on Figure 5. A draft copy of the proposed groundwater ordinance is included in Attachment 6. Please note that the draft ordinance is based upon the model ordinance form provided by the IEPA and the specific formatting recently used by the Village of Mount Prospect. The form of the draft ordinance closely follows that of the latest approved existing Village groundwater ordinance (Ordinance No 6601 ). The Village of Mount Prospect has previously enacted multiple limited --area groundwater use ordinances across the Village. The limited area groundwater use ordinance appears readily achievable as the Village has indicated, through its environmental consultant, "they would be amenable to adopting a limited area groundwater use restriction ordinance to support closure of the LUST incident.' GwC will submit a draft of the ordinance to the Village and attempt to negotiate the passage and answer any questions via telephone or electronic email. An in -person meeting with the Village may be needed and has been budgeted. Following passage of the groundwater ordinance by the Village, a certified copy of the ordinance will be submitted to the IEPA. Following issuance of the No Further Remediation Letter, the owner/operator will submit written notifications of the use of the ordinance to the Village of Mount Prospect and to the potential affected property owners. Drafts of the notification letters will be included in the Corrective Action Completion .deport (CACP). The budget for the work associated with this CAP proposal is included as Attachment S. c. A schedule for implementation and completion of the plan; Scheduling is contingent upon approval of this CAP by the Agency, and the many steps necessary to implement and complete the proposed scope of work in this plan. Upon approval of this CAP by the Agency, the owner/operator will take efforts to implement the proposed scope of work in this plan within 60 days. Following receipt of the required institutional controls, a CACR will be submitted within 60 days to the IEPA requesting closure of the LUST incident. 2. Identification of the remediation objectives proposed for the site; The indicator contaminants for the unleaded gasoline and diesel fuel associated with this facility are BTEX, MTBE and PNA constituents. Soil, soil. gas and groundwater cleanup objectives are based upon the appropriate 35 IAC 742 Remediation Objectives. CSatvalues are determined by either TACO Appendix A, Table A or through calculation using TACO SSL Equation S29. The proposed on --site remediation objectives and CSat values for BTEX, MTBE and naphthalene are provided in the charts below. The applicable Tier I remediation objectives set forth in 35 IAC 742, Appendix B, Tables A, B, E, G, H and I, are proposed for the remaining indicator contaminants and appropriate exposure routes. PARAMETERS AND EXPOSURE ROUTES Benzene Toluene Eth lbenzene y Total lenes MTBE Naphthalene P Soil Ingestion Residential 12 1600 71,800 163000 780 1,600 Industrial/Commercial 100 4109000 2005000 41.09000 205000 41,000 Construction Worker 21300 4109000 20,000 41,000 21000 4,100 13 PARAMETERS AND EXPOSURE ROUTES Benzene Toluene Eth lbenzene y 'total Ny lenes MTBE Naphthalene p Soil outdoor Inhalation Residential 17* 650 400 320 800 170 Industrial/Commercial 32* 650 400 320 85800 270 Construction Worker 45 * 42 58 5.6 140 17* Soil Saturation Limit SCGI 580 290 150 110 11NO N/A. Outdoor Inhalation 800 580 350 280 8,400 N/A Groundwater Ingestion for Class I Groundwater Soil Component 0.17* 12 13 150 0.32 12 Gw Component 0.005 1.0 0.7 10 0.07 0.14 Indoor Inhalation -- Soil Gas — Soil Gas Contamination Diffusion + A.dvection Residential 0.37 61200 1.3 140 3,700 0.11 Industrial/Commercial 2.8 401000 9.3 840 24,000 0.75 Dirt Floor a Slab Grade Scenario: Residential. 0.13 * * 2,200 * * 0.47 * * 51 * * 113 00 * * 0.044 * * Industrial/Commercial 0.48 * * 600 * * 1.8 * * 1.60 * * 41100* * 0.16* * Indoor Inhalation -- Groundwater -- Diffusion + Advection Residential 0.11 530 0.37 30 11900 0.075 Industrial/Commercial 0.41 530 1.4 93 600 0.32 Dirt Floor a Slab Grade Scenario: Residential 0.098** 530** 0.35** 26** 1,500** 0.055** Industrial/Commercial 0.37** 530** 1.3 * * 83 * * 41900* * 0.21 * * Note: Concentrations are in parts -per -mil lion (ppm) units. Note: Calculated Tier 2 remediation objective has an asterisk (*). Note: Calculated Tier 3 remediation objective has a double asterisk 3. A. description of the remedial technologies selected: a. The feasibility of implementing the remedial technologies; b. whether the remedial technologies will perform satisfactorily and reliably until the remediation objectives are achieved; and c. A schedule of when the technologies are expected to achieve the applicable remediation objectives; The purpose of this CAP is to: (a) present the results of the IEPA TACO Tier 2 SRO, soil leaching and Equation R26 modeling calculations for the soil and groundwater samples (see above), (b) evaluate the Indoor Inhalation Exposure Route by developing Tier 3 GROs and SGROs for a dirt floor at slab grade scenario, and (c) present the institutional controls that will be relied upon to mitigate the residual soil, soil gas and groundwater impaction present at the site. The use of the select institutional controls will address the residual soil, soil gas, and groundwater contaminants and be protective of human health, safety and the environment, according to IEPA guidelines. The limited area groundwater use ordinance appears readily achievable as the Village has indicated, through its environmental consultant, "they would be amenable to adopting a limited area groundwater use restriction ordinance to support closure of the LUST incident." The Village has adopted multiple limited area groundwater use restriction ordinances in the past that the IEPA has approved for use as institutional controls. The HAA appears readily achievable as MOT approves HAA.s once the requirements of their internal technical review team have been met. The other necessary controls are either currently in place or will be once the NFR designation letter is issued and recorded with the county. The remedial technologies are expected to achieve the applicable remediation objectives within up to one year and is mainly dependent on the IDOT HAA execution timeframe. 14 4. A confirmation sampling plan that describes how the effectiveness of the corrective action activities will be monitored during their implementation and after their completion-, Not applicable for this CAS'. No additional field sampling activities are being proposed at this time. 5. A. description of the current and projected future uses of the site; The property is located at 310 west Northwest Highway within the Village of Mount Prospect, Cook County, Illinois and consists of one (1) triangular -shaped parcel of land: 08-11-204-01 S . The property is currently an active automotive repair commercial property. In June 2024, the owner of the subject site, The Pentz Living Trust UTA/D April 5, 1996, sold the subject property to the Village of Mount Prospect. The Village of Mount Prospect plans to redevelop the 310 west Northwest Highway property as the "Village Gateway" park. The redevelopment plan, including the approximate boundary of the subject site, is included in Attachment 2. Pursuant to 35 IAC 742.200, the definition of a "residential property" is "any real property that is used for habitation by individuals, or where children have the opportunity to for exposure to contaminants through ingestion or inhalation (indoor or outdoor) at educational facilities, health care facilities, child care facilities or recreational areas." As the site will be redeveloped as a recreational area, the post-remediation land use will be classified as residential and the site must be remediated to the residential ROs rather than the industrial/commercial ROs required by 35 IAC 734.3 60(b). Commercial properties (funeral home and United States Post Office) are located north of the site across West Central Road. Commercial properties (restaurant and retail) and avillage-owned alleyway are located east of the site. A Union Pacific railroad property is located southwest of the site across West Northwest Highway. The projected uses of the off -site properties are to remain as such, as of the time of this report. 6. A description of engineered barriers or institutional controls that will be relied upon to achieve remediation objectives: a. An assessment of their long --tern. reliability; b. Operating and maintenance plans; and c. Maps showing area covered by barriers and institutional controls; d. Copies of the completed application(s) for planned Highway Authority Agreement(s); and e. Draft groundwater ordinance(s) and Environmental Land Use Controls. The NFR Letter shall be recorded as a permanent part of the chain of title for the subject property and shall serve as an appropriate institutional control. The NFR letter shall stipulate, at a minimum, the following access controls for the remediation site: o Notifications of the use of a new limited area Village of Mount Prospect groundwater ordinance (subject site and potentially affected off -site properties); and o An HAA with IDOT for West Central Road. Figure 4 illustrates the area subject to the institutional, engineering and land use controls and limitations [the IIAA area could be adjusted (i.e. expanded) based on the requirements of IDOT]. A copy of the draft limited area groundwater ordinance is included in Attachment 6. GwC requests that the IEPA LUST technical staff review the area to be covered by the ordinance to make sure the area is sufficient for closure of the incident. GWC additionally requests that the IEPA Division of Legal Counsel staff review the entire ordinance to determine if the document will be acceptable as an institutional control. A draft copy of the IDOT HAA is not included in this CAS' as IDOT will. prepare the document based on the information (multiple figures and tables, application and modeling information, etc.) provided by the owner/operator. However, the .IDOT "Application for Highway Authority Agreement (I-1AA)" and some of the attachments to be submitted are included in Attachment 7. 15 7. The water supply well survey: a. Map(s) showing the locations of community water supply wells and other potable wells and the setback zone for each well; b. Map(s) showing regulated recharge areas and wellhead protection areas; c. Map(s) showing the current extent of groundwater contamination exceeding the most stringent Tier 1 remediation objectives; d. Map(s) showing the modeled extent of groundwater contamination exceeding the most stringent Tier 1 remediation objectives; e. Tables listing the setback zone for each community water supply well and other potable water supply wells; £ A narrative identifying each entity contacted to identify potable water supply wells, the name and title of each person contacted, and any other field observations associated with any wells identified; and g. A certification from a licensed Professional Engineer or Licensed Professional Geologist that the survey was conducted in accordance with the requirements and that documentation submitted includes information obtained as a result of the survey (certification of this plan satisfies this requirement); GWC utilized the IEPA Source Water Assessment Program (SWAP), the Illinois State Geologic Survey (ISGS) Water Well (ILWATER), and the Illinois State Water Survey (ISWS) Domestic Wells databases to obtain research data and conduct the updated and expanded IEPA-required water well survey. The expanded water well survey included a search of private, community water supply (CWS) and non - community water supply (Non-CWS) wells within 2,800 feet of the site. The result of the data inquiry is illustrated on Figure 6 and lists three (3) water wells within 2,800 feet of the site. The nearest of these wells (ISGS #00879) was located approximately 525 feet southeast of the southeastern property boundary of the subject site. This well is identified as the Village of Mount Prospect Well 43, which was abandoned in June 1986 (see ISGS well log and water well plugging affidavit in Attachment 9). The other two (2) identified wells are ISWS wells (ISWS #431734 and ISWS #371861) that were not plotted on either the IEPA SWAP or ISGS database maps. According to the SWAP database, no (0) CWS or Non-CWS wells are located within 2,800 feet of the site. The nearest CWS well (CWS #00930 / ISGS #00405 /Mount Prospect Well #4), which has been sealed, is located approximately 3,190 feet northwest of the northwest corner of the subject site. A copy of the ISGS well log for the one (1) identified ISGS well is included in Attachment 9. Printouts from the ISWS Domestic Wells database for each section within 21,800 feet of the subject site are included in Attachment 9. These ISWS printouts have been annotated with the plot names (e.g. 1D through 1H, SF through SH) present within the search distance and whether there are any wells within the search distance (highlighted if so). Attachment 9 also includes the printout from the ISGS database used to confirm the accuracy of the SWAP database map. If the SWAP database map was missing any ISGS or ISWS well(s), those well(s) were added to the water well survey map. According to the IEPA SWAP Fact Sheet, the IEPA SDWIS database and the 2023 Water Quality Report for the Village of Mount Prospect (Water System No. IL0311980), the village obtains potable water from the Northwest Suburban Municipal Joint Action Water Agency (NSMJAWA) that sources surface water from Lake Michigan. The village maintains four (4) standby or emergency groundwater wells (Wells #5, #11, #16 and #17). At one time, the Village operated 17 CWS wells, but 13 of those have since been sealed, including the ones plotted northwest of the site (well #4) and southwest of the site (well #3) on the SWAP database map, when the village started purchasing water from the NSMJAWA. The IEPA SWAP Fact Sheet, the IEPA SDWIS database report and the 2023 Water Quality Report for the Village of Mount Prospect are included in Attachment 9. According to the SWAP database map and the IEPA Division of Public Water Supply's Community Water System Well database, the site is not located within the minimum or regulated maximum setback of any CWS well, Non-CWS or private water supply well or within the regulated recharge area of any well. In November 2024, GWC submitted a Freedom of Information Act (FOIA) request to the Cooly County Department of Public Health (CCDPH) requesting any information regarding private, semi --private or Non- CWS wells within an approximate 500-foot radius of the subject site. The CCDPH responded on November 261 2424 indicating the department "did not locate or identify information responsive to your request." A copy of the request, including a map and listing of parcels within the approximate search radius, and the CCDPH's response letter is included in Attachment 9. Frl Please refer to Figures 2, 3 and 6 for the physically delineated and estimated future extent of Tier 1 soil and groundwater impaction along with the location and setback zone of any wells identified in the water well survey. CLASS III SPECIAL RESOURCE GROUNDWATER The Division of Public water Supply and Groundwater Section of the Bureau of water at the IEPA has established and listed (updated Environmental Register — .Tune 2019) multiple areas within Illinois as "Class III: Special Resource Groundwater" that are demonstrably unique and are suitable for application of a water quality standard more stringent than otherwise applicable. According to the updated list established by the IEPA and the SWAP database, no Class III: Special Resource Groundwater areas exist in the area surrounding the site. SURFACE WATER BODY SURVEY An on --site inspection in conjunction with a review of the USG S topographic map was conducted to identify any surface water bodieswithin1,000 feet of the former UST system. No surface water bodies were located within the search radius. Weller Creek is located over 3,800 feet south of the subject site in a generally topographically downgradient direction. 8. Appendices; a. References and data sources report that are organized; and Attachment 1 - IEPA Corrective action Plan Form Attachment 2 - "Village Gateway" Redevelopment Plan Attachment 3 - IEPA Sanctioned Tier 2 SRO, Soil Leaching and Equation R26 Modeling Input Parameters, Calculations and Results Attachment 4 - IEPA "Indoor Inhalation Exposure Route Checklist" Attachment 5 - Tier 3 Evaluation: 742.935 Indoor Inhalation Remediation objectives Attachment G - Draft Village of Mount Prospect Limited Area Groundwater ordinance Attachment 7 - Draft IDOT Highway Authority Agreement Application Attachment 8 - CAP Budget Forms and oSFM Eligibility Letter Attachment 9 - water well Survey Information b. .Field logs, well logs, and reports of laboratory analyses; Please refer to the previously submitted reports. 9. Site map(s) meeting the requirements of 35 Ill. Adm. Code 732.110(a) or 734.440; Please refer to Figure 1. 10. Engineering design specifications, diagrams, schematics, calculations, manufacturer's specifications, etc.; Not applicable for this LUST facility. 11. A description of bench/pilot studies; Not applicable for this LUST facility. 12. Cost comparison between proposed method of remediation and other methods of remediation; Not applicable for this LUST facility. 17 13. For the proposed Tier 2 or 3 renediation objectives, provide the following: a. The equations used; b. A discussion of how input variables were determined, c. Map(s) depicting distances used in equations; and d. Calculations; and Input Variables Discussion Physical parameter soil testing [fraction of organic carbon (fog), soil bulk density (Pb), soil particle density (pS), and moisture content (oo)] was performed during the Site Investigation drilling activities. The laboratory analyses yielded the following chemical and physical parameter results: Chemical & Physical Soil Parameters Fraction of Moisture Soil Dry Bulk Soil Particle Sample ID organic Carbon Content Density Density (foe) (w)(eb) Tier 2 Sample 0.0071 glg 16.49 % 1.71398 glcm3 L86 gfcm3 (9'-101) Soil Classification based on Geologist ClayLoam Observation/Description During investigation of the 2000 LUST incident, particle size analysis was conducted from the same geologic unit although at deeper depths. The physical analysis of soil sample ST- I ( I I'- 13') returned 14.5% gravel/sand, 35.9% silt, and 49.6% clay. The physical analysis of soil sample ST-2 (13'-15') exhibited 16.3% gravel/sand, 37.6% silt, and 46.1% clay. Both percentage breakdowns equate to a "clay" USDA soil texture. As a conservative measure, the saturated hydraulic conductivity ( ,) and 1.l(2b+3 )b values for "clay loam," as was described by the field geologist during the Stage 1. Sie Investigation, were used to determine the water - filled soil porosity (Ow) value for the infinite source Tier 2 SRO calculations. The results of the particle size analysis can be found in the Site Classification Completion -Report, dated December 21, 2001. The "depth of source" (ds) proposed for the purpose of on -site Tier 2 soil assessment has been set to 14 feet (4.2672 meters) as the conservative approximate maximum vertical thickness of impacted soil as contamination was analytically determined to range from the near surface, minus the initial foot of surface cover and fill, to 15 feet bgs, each of the soil samples collected from the 15'-20' bgs interval were below the most stringent IEPA TACO Tier 1. SR.Os. The soil source area was determined to be 9,430 square feet (ft2) or —0.216 acre as measured from clean boring to clean boring on Figure 2. The "Inverse of the Mean Concentration at the Center of a Square Source" (Q/C) value used in the mass -limited Volatilization Factor (VF) calculations was set to 97.78 glm2-s per kgim' for a 0.5-acre source area was utilized per 35 IAC 742, Appendix. C, Table D. Soil porosities were determined using Soil Screening Level (SSL) Equations S24 ("Total Soil Porosity" - q), S20 ("water -Filled Porosity" - 0w) and S21 ("Air --Filled Porosity" - Oa). The input parameter values for "Saturated Hydraulic Conductivity" (Ks) and the exponential in Equation S20 [ 1 f(2b+3)] were obtained from. Table K. in Appendix D of 3 5 IAC 742 for the site -specific soil texture classification (clay loans.). The soil porosity calculations (page 14 of Attachment 3) yielded the following site - specific porosity values that were used in Tier 2 SRO calculations: Total Soil Porosity water -Filled Soil Porosity (OW) Air -Filled Sail Porosity (OW) 0.079 Lpore/Lsoil 0.064 Lwater1Lsoil 0.015 LairlLsoil A rising -head slug test was performed on. monitoring well MW-3 during the Site Investigation activities. The results of the slug test analysis indicated that the hydraulic conductivity of the subsurface m soil materials beneath the site is 6.456 x 10-' centimeters per second (cm/sec). The hydraulic gradient of the site ranged from 0.02089 foot/foot (ft/ft) for the March 2015 gauging event to 0.05672 ft/ft for the June 2024 gauging event. The elevation of groundwater in monitoring well Mw- I was not used in the calculations as each appeared to be artificially elevated due to the well's proximity to the UST excavation cavity (see pages 3 and 4 of Attachment 3 for the recalculated gradient and flow directions). Using the gauging data from the Site Investigation monitoring events minus monitoring well 1' W-1, the groundwater flow directions was determined to consistently be towards the west (269.9° clockwise from north and 270.6° clockwise from north). For conservative modeling purposes, the greatest hydraulic gradient value (0.05672 ft/ft) was utilized. The Total Soil Porosity (OT) value used in Equation R26 was set to the sand default (0.32 cm'/cm'soil) as sand was observed in some of the screened intervals of the site's monitoring wells and the groundwater beneath the site was observed in a sand unit. Please refer to Figure 3 for the "Source width Perpendicular to Groundwater Flow in the Horizontal Plane" used in the solution of RBCA Equation R26. Given the consistent groundwater flow direction, the models are illustrated as half -circles originating from each impacted sampling point. Remaining input parameters were obtained from 35 IAC 742 Appendix C, Tables B, D, E and M, as well as toxicity parameters obtained from the IEPA Toxicity Assessment Unit (TAU). Tier 2 SRO Calculations Based on a comparison of the historic soil analytical results to the IEPA TACO Tier I SROs for each exposure route and the TACO Appendix. A, Table A C,at values, site -specific Tier 2 SROs and/or Equation S29 C,at values were developed for the following: (1) SCGI Exposure Route for benzene, (2) Outdoor Inhalation Exposure Route for residential and industrial/commercial properties for benzene, and (4) Outdoor Inhalation :Exposure Route for construction worker populations with respect to benzene and naphthalene. Tier 2 SROs were developed in accordance with 35 IAC 742, Subparts F and G. SSL equations identified in Table A, Appendix C of 35 IAC 742 were used to develop the Tier 2 SROs. Specifically, SSL Equations S 17/S 18/S 19 (infinite source) and S28/S 18 (mass -limit) were used to determine the SROs for the Class I SCGI Exposure Route. SSL Equations S4 and S6 were used to determine the SROs for the residential and industrial/commercial Soil Outdoor Inhalation Exposure Routes. SSL Equations SS and S7 were used to determine the SROs for the construction worker Soil Outdoor Inhalation Exposure Route. The volatilization factor values (VF and VF') used in the solution of SSL Equations S4 through 57 were calculated using both mass -limit SSL equations S26 and S27 and infinite source SSL equations S8 and S9 (using 524, 520, S21, S19 and S10). The Tier 2 SROs for SCGI and Soil Outdoor Inhalation Exposure Routes were set as the higher calculated value between mass -limit and infinite source calculations. Please refer to Attachment 3 for the IEPA TACO Tier 2 calculation spreadsheets and the IEPA- prescribed input parameter sheets. The calculations yielded the following site -specific Tier 2 SROs: far �t a vadj)k VA Benzene 0.17 170 * In accordance with 35 IAC 742.600(e)(3 ), the SROs based on the SCGI Exposure Route shall not exceed the soil saturation limit (C,at) as provided in Section 742.220. * * In accordance with 3 5 IAC 742.600(h), if the calculated Tier 2 SRO is more stringent than the corresponding Tier 1. SRO, then the Tier I SRO applies. ML = Mass -Limit equations derived is = Infinite Source equations derived 19 * In accordance with 3 5 IAC 742.600(k), if a contaminant has both carcinogenic and noncarcinogenic effects for any applicable exposure route or receptor, SROs shall be calculated for each effect and the more stringent SRO shall apply. * In accordance with 35 IAC 742.600(h), if the calculated Tier 2 SRO is more stringent than the corresponding Tier I SRO, then the Tier I SRO applies. ML Mass -Limit volatilization factor derived. �s = Infinite Source volatilization factor derived oneaft E R ite It di tom& Ob ` t to I T e P p� Ii n .. .... .. v ie n V :e Naphthalene Construction worker 17 's 1700 Is In accordance with 3 5 IAC 742.600(k), if a contaminant has both carcinogenic and noncarcinogenic effects for any applicable exposure route or receptor, SROs shall be calculated for each effect and the more stringent SRO shall apply. ** In accordance with 35 IAC 742.600(h), if the calculated Tier 2 SRO is more stringent than the corresponding Tier I SRO, then the Tier I SRO applies. ML = Mass -Limit volatilization factor derived 's = Infinite Source volatilization factor derived Tier 3 Indoor Inhalation SGRO and GRO Calculations Please refer to Attachment 5 for the development of the Tier 3 SGROs and GROs using the LDN modification to the Modified J&E Model per 35 IAC 742.935(c) and (e)]. The Tier 3 calculations yielded the following remediation objectives: IEPA TACO Tier 3 Indoor Inhalation Exposure Route Remediation [objectives Using the IEPA Modified Implementation of the Modified J&E Model "Dirt .Floor at Slap Grave" Scenario Soil Gas Contamination Groundwater Contamination .Residential IndustriallCommercial Residential IndustriallCommereial Benzene 0.13 m m3 0.48 n m3 0.09 8 m lL 0.3 7 rn Eth lbenzene 0.47 m m.3 1.8 m Im3 0.35 n 1.3 mgZL Naphthalene 0.044 m /rn3 0.16 m rn3 0.055 mgl 0.21 m Toluene 2,200 m Im3 61800 MIrn3 530 m IL 530 mgAL Total Xylenes 51 m m3 160 m 1M3 26 m IL 83 m MTBE 1,300 m m3 4,100 T /m3 1,500 rn IL 4,900 m L Equation R26 Groundwater Modeling To determine the potential modeled extent of groundwater impact, groundwater modeling was performed using Risk -Based Corrective Action (RBCA) equations found in 35 IAC 742, Appendix C, Table C. The future extent of the groundwater impacts was calculated for: (1) potential contaminants leaching from soil to groundwater using the remaining concentrations in soil, and (2) contaminants in groundwater. To evaluate the potential impacted groundwater migration associated with the soil impacts exceeding the TACO Tier I SROs for the Class I SCGI Exposure Route identified at the site, SSL Equations S28iS 18 or S 17/S I SIS 19 were used to determine the leachate concentrations of the soil contamination 20 leaching to groundwater. The leached groundwater concentrations from Equations S28/S 18 or S 17/S 18/S 19 were then used as the source groundwater concentrations in Equation R26. Equation R26 was then used to calculate the extent of the groundwater impacts to the distance where the contaminant concentrations would meet the applicable Tier 1 Class I GROs. The charts in Section D(1) of this CAP provide the predicted indicator contaminant soil leachate concentrations and projected distances where the contaminant concentrations in groundwater would meet the IEPA TACO Tier 1 GRO for Class I Groundwater. The Equation R26 modeled extent of soil leaching and groundwater impacts from each source are mapped on Figure 3. The detailed groundwater modeling calculations and IEPA input parameter sheets are provided in Attachment 3. TACO Tier 3 Evaluation: Alternative First Order Degradation Constant (A) for MTBE The following TACO Tier 3 evaluation is being performed in accordance with Subpart I of 35 IAC 742 to demonstrate the use of an alternative first order degradation constant (k) for MTBE fate and transport modeling. In accordance with 35 IAC 742.905, the following evaluation addresses the applicable requirements of 35 IAC 742.905 and provides information in support of a request for the Tier 3 evaluation. 1) The justification for the modification [35 IAC 742.905(a)]; 2) The technical and mathematical basis for the modification [35 IAC 742.905(b)]; According to an email from Mohammed Rahman, Leaking UST Section Manager, on May 5, 2022 at 4:46pm and the May 25, 2022 update on the main IEPA LUST webpage, "effective immediately, the Illinois EPA will permit the use of a first order degradation constant (k) of 9.63E--04 V for Methyl Tertiary Butyl Ether (MTBE) as a Tier 3 parameter modification, pursuant to 35 Illinois Administrative Code 742.905. Part 742 does not currently list an MTBE degradation constant, requiring the parameter to be set to zero ("0"). The Illinois EPA office of Toxicity Assessment reviewed and approved this degradation constant for use when conducting groundwater fate and transport modeling using equations R15 and R26 in Part 742, Appendix C, Table C. This degradation constant will be included as a proposed update to 35 Illinois Administrative Code 742, Tiered Approach to Corrective Action objectives (TACO)." The preceding TACO Tier 3 evaluation demonstrates that the use of the alternative degradation constant is appropriate and justified for this subject site. Therefore, the LUST site owner/operator requests that the IEPA approve this Tier 3 evaluation to allow the use of the alternative MTBE degradation constant (k) of 0.000963 day'. 14. Provide documentation to demonstrate the following for alternative technologies: a. The proposed alternative technology has a substantial likelihood of successfully achieving compliance with all applicable regulations and remediation objectives; b. The proposed alternative technology will not adversely affect human health and safety or the environment; c. The owner or operator will. obtain all Illinois EPA permits necessary to legally authorize use of alternative technology; d. The owner or operator will implement a program to monitor whether the requirements of subsection (14)(a) have been met; e. within one year from the date of Illinois EPA approval, the owner or operator will provide to the Illinois EPA monitoring program results establishing whether the proposed alternative technology will successfully achieve compliance with the requirements of subsection (14)(a); and f. Demonstration that the cost of alternative technology will not exceed the cost of conventional technology and is not substantially higher than at least two other alternative technologies, if available and technically feasible. Not applicable for this LUST facility. 21 F. Exposure Pathway Exclusion 1. A description of the tests to be performed in determining whether the following requirements will be met a. .Attenuation capacity of the soil will not be exceeded for any of the organic contaminants; The concentrations of organic contaminants of concern remaining in the soil shall not exceed the attenuation capacity of the soil, as determined under 35 IAC 742.215(b). The soil attenuation capacity is not exceeded if: ■ The sure of the organic contaminant residual concentrations analyzed for the purposes of the remediation program, for which the analysis is performed., at each discrete sampling point, is less than the natural organic carbon fraction of the soil. If the information relative to the concentration of other organic contaminants is available, such information shall be included in the sum. The natural organic carbon fraction (foc) shall be either: o A default value of 6,000 milligrams per kilograms (mg/kg) for soils within the top meter and 2,000 mg/kg for soils below one meter of the surface; or o A site -specific value as measured by ASTM D2974-87, Nelson and Sommers, or by SW-846 Method 9060: Total organic Carbon, as incorporated by reference in Section 742.210. A review of the soil sample analytical results attributed to the LUST release presented in Table I shows that the sum of the BTEX/MTBE/PNA constituent concentrations at each discrete soil sampling point collected above the groundwater -bearing zone did not exceed 2,000 mg/kg for soils below one meter of the surface in any case, which indicates that the attenuation capacity of the soil will not be exceeded for any of the organic contaminants. The sum of the BTEX/MTBE/PNA constituents at the discrete remaining sample point exhibiting the greatest degree of impaction above the observed groundwater bearing zone, 5-34 (9'), was equal to 21.0855 mg/kg (20.525 mg/kg in detectable concentrations + 0.5605 in non -detectable concentrations at the detection limit). b. Soil saturation limit will not be exceeded for any of the organic contaminants; A review of the BTEX/MTBE soil sample analytical results presented in Table I indicates that the TACO Appendix A, Table A values have not been exceeded for any of the organic contaminants attributed to the LUST release. c. Contaminated soils do not exhibit any of the reactivity characteristics of hazardous waste per 35 Ill. Adm. Code 721.123; Any soil which contains contaminants of concern shall not exhibit any of the characteristics of reactivity for hazardous waste as determined under 35 IAC 721.123. Per this regulation, a solid waste exhibits the characteristic of reactivity if a representative sample of the waste has any of the following properties: ■ It is normally unstable and readily undergoes violent change without detonating; ■ It reacts violently with water; ■ It forms potentially explosive mixtures with water; • When mixed with water, it generates toxic gases, vapors, or fumes in a quantity sufficient to present a danger to human health or the environment; ■ It is a cyanide or sulfide bearing waste which, when exposed to pH conditions between 2.0 and 12.5, can generate toxic gases, vapors, or fumes in a quantity sufficient to present a danger to human health or the environment; 22 ® It is capable of detonation or explosive reaction if it is subjected to a strong initiating source or if heated under confinement; It is readily capable of detonation or explosive decomposition or reaction at standard temperature and pressure; and 1t is a forbidden explosive as defined in 49 CFR 173.51, or a Mass A explosive as defined in 49 CFR 173.53, or a Class B explosive, as defined in 49 CFR 173.88, incorporated by reference in 35 111. Adm. Code 720.111. d. Contaminated soils do not exhibit a pH < 2.0 or > 12.5; and e. Contaminated soils which contain arsenic, barium, cadmium, chromium, lead, mercury, or selenium (or their associated salts) do not exhibit any of the toxicity characteristics of hazardous waste per 3 5111. Adm. Code 721.124. The site has a history of use as a petroleum service station. There is no historical information to indicate that corrosive materials may be present in site soil that would exhibit characteristics of reactivity with acid, base, water, sulfide and cyanide. There is no historical information to indicate that the site soil would exhibit a pH less than 2.0 or greater than 12.5. There is no historical information to indicate that contaminated soils would contain arsenic, barium, cadmium, chromium, lead, mercury, selenium or silver (or their associated salts) and exhibit any of the toxicity characteristics of hazardous waste. 2. A discussion of hove any exposure pathways are to he excluded. Not applicable to this CAP. Remediation objectives have been developed through Subpart G (Tier 2 Soil Evaluation), Subpart H (Tier 2 Groundwater Evaluation), Subpart I (Tier 3 Evaluation) and Subpart J (Institutional Controls) of 35 IAC 742 to address the residual soil, groundwater and soil gas impaction resulting from the LUST incident. Pil HfINgAV ISNflHW19 HINON 1-1111.111111".. WANO 12 HfINgAVagam HIWON . ... . .... . . . . . .... u >1 t V.) NAl �'fl WAIIN v� —2 q= CZ r4 (14 r4 P114 (14 rl Cs LU < lWlNAAV'lS'H'fAl-IWrl9 HJMOS V-1 ii V'i co �A V) ton u CL 0 0 z 94.4 .7 .4 Z .4 C� 8 SS; 4 4' , z -4 Z Asv) 2-4 ttj z c u P9 Z are A IV "g, 1,-< lov,� P. < .... . . . . . . ............ ................ 0 7 'Pa 0 4� 14 �A "kill 11, �O 01,44 1110 ..... feu . YRI ... .. .. ... 21 ... ... . ... ... ..... . .. 0 0 IN.- t,a 147 LLJ bi U- All ff . . . .. . . . . ... . 24 gaNgAV IIv/ Nf-IHWIg HINOtq WATOO WATER, - 0 I 8 1 wa E ell 10 > > > 24 IfINgAV ISXfIHWIA HlflOS Ci :z z z z z z CL n < 0- . . ............ N000 C) C) z C) 'i rX4 <::) It ,kar1riv lls. v mill kl It 1�yr47- yp s XV c> C) z CIO z z O Q .4 z < 0 C) C) cc) > z D z IfINgAV 1SW.f1HWJ9 H1f1OS co lv� C/i 44 C) L) z NO VD b c) (z) �:) w Gi 0.0 kr) 0 Z < UJ OF 0- L) V5 4 uj CL 0 CL c) rM. 44o�Mo < z z z V) < 0 C) 0 Z 0 z a0 Pd w w (J (J (J < 0, w C7 W c5 c c c C7 c> CD Iwo C) z z uw N6 z z '0 zw z, cr Ob Its al' 12 '52 11.� 75 C) rn 6 O lv� C11, LL1 C5QI 1 45 1,0 A'rTTIV < W� 6,,� JI 1`, `4 e !to 'n r "a ........ ...... :d PQdA ,3 C� Ica 1z *� 4 -C� AfANHAV,LSXf1HW14 *l. V) HJ,XON ............................. O`K xO, 1XI Ni 1A,, ° � k � u� -m mi mm mww w w.w.w w oiw.� U^ � mo �<x ;N N NNW, 00 Ix 0 ilk IN,, <✓ ' Is 0 Ns N eo N I I<# wi X, Al X` W NI %N, X, wow "Xi o 11", ;KIN" 'N Al i IN 11" ", 11 , NN14 10"0 w000 ro X, NpOiN 'Xisi ii ><, 'XII 10 "Ni 41 NN XN is N, NN 10 ""1 N p� 1 NO Q7 LLLLJ J afl,NHAV AD(Ud C) HLLWON ..... ..... f . . . ...... ..... .. . 'll, , // I "I ol ji � r » 6° ' n» n Nr` d Illyv r� �uN °d yN "Y � �' �u" a+a'� No° J'"N!u >,'n Po" 'yoirn" m rAN�V, �V Im '" ' �V d" r0) 01»41 on �u� N' Nl � z v1 i �1 > COMMERCIAL COMMERCIAL.,�r�r'• r' �ru V° l ! µ rr� w 91 PARKING�/ � w 01 . 0 to °�� 0h °i'liiy'� "vrd�0 �n " [Y/"t.[V,\l1'T'V m. u �V i a tpoll mmnMwmmrvriwem �mm �2,7�7377P PIV, I �m A SIDEWALK� it � '� I�t�ia� � puJ �" � Vi i?nl i � I �N' N �� � Iw�w"�q N,• �u�,M� �, � ,�.��.� ,. �,,�.,�. I r I o � I SIDEWALK WEST CENTRAL ROAD S �,rvr , ' SIDEWALK V» F do 'I " joif , I e g PoPoc RyF't REA �» �?0" �MIa �a �1... ^ Fm "WN• i9"""�Ni� am ry l ! rpi�. n0f oe N 11 or M"'N'� (RETAIL) u IW. "'uJb"&. '^ v il; �. m ��Iy i� I�, IIIIIII�II� IIIpIIYII�III'III'� WJIIIIIyIII gIgII ryIIIIW���}� yIIIIIIII ` yIIII�III WIIIIII�III�I� WIIIIII�IIIIII, , uu'�II`IIIy@ry(d rm' , . d u'°f Nu y.W! N1,011 �urNN n, r I, �� �a "� 'a8a r W Sri, '�'cY lip Nr "Nl 'd N � � �� �y ,rye v»� � N � ^ u�'� � i?i' M yl V +� nnn4a .n+ F,^d rJr'-vv �nfl u^ diN �'iU'!s vtlpc �I,!u. I Si ui e d,' n„ kl° A. � Nr (N�i rlii '0IB �J All Mrv; Lt SITE L. BUILDING OS m� .1 .y�"N° AliiM � , I i . ` , , ..WOO )PR: � ... °0f ��+,�� ,n ,ti CCCOMMERCIALe NT) rNrrv'" . ns1,11J // m n v del v[ eP F 0 a," �I ,�, ��, , �I�»ar�1,� F,,,° 'Nv.�.�W. r^ u. ° R�"vN / ✓� //''/r alf / Il /I� rlo, ��N" I :o � V w�° »��'�, udJ^rn,d�u'• Q ,r/ %/ �''"1f ,� �n'wbi" r ; °'�, 'N'Iw iu'�;. °w.r�^"d J�ndiu"urv� yVN;�iu°'„evlvor� ,ul'Wv N�p��vl IS aJr J �!IV'' � r r% 'v�'" j fir' ef frp LEGEND PROJECT PROPERTY LI]`~'IE m A . PROPER`I YOPARCEL LINE � PROPOSED AREA. +C3F GROUL3'WATER. ORDINANCE If I 1 NOTIFICATION Po,N "OU PARCEL INDEX UMBER y� Pw�J X, PROPOSED AREA OF IDOT HIGFfWAY AUTHORITY AGREEMENT J I! r ! I g I� �r i f ,. J ! I'. 1 g � 6. � , (I r r,„r"qp. .F nx, Fr✓ r". ,iriilit NJII !r� 111 c r!•9'<r H,Y% �rn� �r„e oyrr. xm. .. !V IIVI rr "7 ,�U ��,�IY "�%I fl I 0, r / %. r/J�1' r:;ii r rr. ,. rr.,r .ii' , r rr,.r ,.✓ , l 1 11 ,,., ,• e /iiii,: ,r ,roi.,.�lY ryi rr :,rr✓. jj r, iiii . r;:.:..... ,� J � (, % �l ��i ! it✓»ir riiiiiiii /4.n irl:9 rr„ P»i, r/Ai. I r. ': �: � 6 J � � »»»»»»»»»»»»»»»»»»»»»»»»»i a,:r vn!vx /rrrrrrr .ir.�. �/ .r r,r r», /. r.. 1 Y V ,. (f 1p �. %, �� � J is � �< �,. "".A,� f e,. ,r„�i/o, ,rrrrrrr, mrrrra a;<. »„,,,,,, ! ,,,�,,: � 1�, r ,rv,,. . „ ,,,,,,, / ✓n„r, ;� ,,. rJ, �, r I o qp. ,r„ ,.. rr,r rr ,,.,. !�„ ,. ,r, ,,,,,� ! y� ,!,,,..,ra✓! r, I � 1 r. ,. ,. �.. �✓, ,,. „ ( ,x,;. ,., ,r „r �f ,,, ,�� ,_r,� Gar, .ax �,,, r " "� ., ,,,,, r., ,!�.. �,; ,,, , ,ar, ,, rr»V u I r ' r r f,P �,,, j a , �C �,� ,rrr✓-, .. o!! r✓, , „ rrll ii, r a, r iIIU�IInI� yW.w r r q I I V Wp ,..r,: r, , r r�!!r r , ,rr. ,, ,,. :,. „ ,,, ,_.. „ , ✓rr, ,, u q u I IIII II I F r • l Iyy� � s pp yy B'!' r ! o r r ON I 1 f ! II r / '/ F Hilo: r� �, rA 1 � Ifi (,V 4 u r I � V r V, I I I ra r e e �v. 41f / iryfl+. � riiiiic, r( vir . , rii, .✓nv. (I r �«`• �' �,. �..��i Faa I u. % }� W,N`w,�,.„, w".'.,. wrw. " I� ",I.I� . II M� I . � ,/� •,�, 6 I ,v. � 'T'��� a i V9l' I J; ' :r✓�, ,,.fillof ,rr �; >. 4 �,. � ➢- o w�:!wwl! mi INII � - " Vf II I � lU �� N ', ,, ,r., ar,:,; 1,., 4,„ „ r. 4r re � ".,:,, ¢r �,• 1,m w!. e �, r'11 4 "., 4) � ,� � , N u ! , .k,,,. a �I �" p II8 p1'" .. . JI � i + M� i � �, � ', �w W� II fly)• I � Wuu �..�IV dl� � la �, a .0 rU lr ✓"rr ;: rrrrrrrr moor% r u! .n ur rrioi, en.,.. f s ai r««rrrr ....... LEGEND w! ,,, rnrw vmn mmrvnvuv nr mnrrmnrrrr ✓- muwuuw Iw ✓Iwmrwmnwrrw wuuwuwru w" ✓wauuwuw muuwuwuwtrw mmumww,wuwwww PROJECT PROPERTY LINE II PROPERTY/PARCEL LIFE EQUATION R26 MODELED EXTENT — ' PARCEL INDEX NUMBER BENZENE SOIL LEA II TE IMPACTION 0�UIII�� �� U PROPOSED AREA OF VILLAGE OF MOUNT PROSPECT� GROUNDWATER USE ORDINANCE Ilry ED E EQUATION R26 MODELED EXTENT BENZENE GROUNDWATER IMPACTIC3 m DEHNEATED EXTENT OF TIER 1 GROUNDWATER .1 1 IMPACTION PROPOSED GROUNDWATER ORDINANCE AREA MAP PREPARED DATE �RAWN DATE NORTHWEST HIGHWAYDAT 1 WIENHOFF INCIDENT NO. x FILE NAME i i PROJECT 20140459 FORMULA AUTO - A SOURCE: 1EPA SOURCE WATER ASSESSMENT PROGRAM (SWAP) ONLINE DATABAS 1SGS "ILLINOIS WATER WELL (ILWATER)" ONLINE DATABASE AND MAP VIEWER 11SWS DOME$TIC WELLS ONLI E DA"T"ABA11S.E. ""Avow low, 400ml 2!,� 8 0 0 iftft 0,000W *""W'A2 1 5 00"lo #,fMl "Mom 11%0*1 g 400' Off, Y/F 1P "I'T 4]4 1' , COP /\pproxiiurale Botinda,,ry c)fNe'vv ,111 is a er 1"Ice [Arnited,Artzi, t 0rdil JV ff, It VBum A pprox u tlt- Subject ,��d/� 0 '07 q�, 4P 'Prope, rq, 1 u"tidaary Mfw 00 1 2 900' I �000 2�5bi)* 1 4%, �'fifi, '5110 `�2 14 0 U n, t t114�',m Afi, fir j/6SIN Prospeir, 4-f lip al 000, rko p Of mom f,* 01) Av tdftv J, 40e M, Awe, 0 0 5001 1, 0 01, ol, lqmft� Nww wow # 1000, ........ . . . . . FEET . . . ........................ I 1 '000" ftw� moo, 4"lllllllllllll1 000,000 �%g .................. .... ........... . . . ..... .. .. .. .. ..... . . ................ f-UG EN D 0 ISGS/ISWS WELL 0 COMMUNITY WATER SUPPLY WELL 0 NON -COMMUNITY WATER SUPPLY WELL 0 ABANDONED WELL MISMAPPED WELL 0 WATER TEST, ENGINEERING TEST, NON -POTABLE, MONITORING, MINESHAFT, COAL TEST, STRATIGRAPHIC TEST, ETC, .. . . .......... ..... I MINIMUM SETBACK ZONE Key to ISGS, ISWS, Community & No n-Conim unity Water Supply We% within 2,800' of Site CWS ADOPTED MAXIMUM Setback" kppi-ominate Distance SETBACK ZONE Well ID 4 Depth '*1,7e B Status Owne r Zone to Site pt-ope 11-v Bomlary EQUATION R16 MODELED band k .Aoned . .. .. .. .. .. .. .. .. .. EXTENT - BENZENE SOIL 1� j� 7 4- U1 *110m IS\ -VS `_\ i­W 7op d" ;'EdNvii D, Bask-ul LEACHATE IMPACTION 200' 2. 0 51 1 11 91 ISW'S Dome stic"WeR.'GettN Developinem Fo IS GS =lllu crls Star-, Geolozic SLH-VeV TISWS =ffiiois Stare Water SUINz-V . ..... EQUATION R26 MODELED _LjjljrV %t7atej, S L 1,I)I.) IV Non-C"W'S = Non-Conummitv Water'supply Note, Wells shaded �i have beeii Amucloned.. EXTENT - BENZENE "Note:111folmar on fol:C'VS11SGSwells coli4)iled fioulThe 1EPA Coianinity Water supply database �Ifonllatioll. GROUNDWATER IMPACTION 'Note: status oL1TainedfiomISGSas. d 1SIA'Swell lobs: imy uotb6CL11Te1lT oanerofproperr.y �Nhet-e weft is located. applicable (Setback --oue does not apply for well type,s t Atli S I . . .......... . . . . .... . . ­­_­­ . . ....... . .......... . ...... .1-1- - - - - - - - - -­­­ .................... ..... . .. .. .. ........... .. .. .. .. .. .. .. .......... .. .. .. ............... . . . ........................... ............ Al 4 WATER WELL SURVEY PREPARED DATE WOLFE 11/2024 DRAWN DATE ................ .. . J� NDS; G,1 Jj� � IC,, FORMULA AUTOMOTIVE, INC. 3 10 WEST NORTHWEST' HIGHWAY MOUNT PROSPECT, ILLINOIS 60056 INCI17 DENT No. FILE NAME 20140459 FORMULA AUTO - WWS 11-2024 . . . ....... WOLFE 11/2024 APPROVED DATE WIENHOFF 11/2024 PROJECT NO. FIGURE 6 369 r•w�{ e� q p %.L O ice. CS. � }" rw i i 1 1 i i 1 1 i 1 U ,v a 00 C7 <D VZ 0<0 p 00 V: m N 04 C�00Qg W Alr,. � N � V"7 VZ Q .•... ii W � is ms PO a ol q � {I.k ea 'C 00 C] 00 00 efk r. c, F 0 N N 0 d C? O O p a j •� � tij �• G N rr C] N � ` O000 x T' 00 � I M a �; k as os v+ ° M. q W p N m p cv M CD 0 2 v v r-1 v v v c� `tea N ° c� a G v v r 0000 o C7 0 v v C7 v .�•1 � f$l � Q D1 `� C7 Q _" o � '.. Q C] C] v v C7 d v v C7 v Dz 'ram N 0 ° d cc 0 0 v t■1 a 0 v a V rl- ca 00 00 © 00 o E V V v G a O D C7 ^" v ay - Cj V # CIO) O fl C to O OIM rn Wc 15 N id q "t3 wt 4 I I I I Ca C7 00 Cj -- � N CV lf; C7 U Q F, R 00 00 •T ! 1 t I 1 1 1 i I I 1 i r I I 7 00 V'� m �a V rs W 00 kn N �'a ~ i i i : : i i N ( V C:) ! ! r I 1 I 1 1 I ! 1 f I ! f I f I 1 I I I 3 00 1 [ Q Y.a � q � Q 1••I R a :.1 'o p Q YJ V 00 I 1 : s i l t I I i 1 l ❑ W •D C� w bC 6i .a CO C) 0 i(] Q C) 0 a C'4 1 r 1 F r I F t I I I I I I I I f I s 1 I I 1 I I a 1 [•+ ( I r 1 VS 00 m G0 : f r I I I Qi aS��a a o Q�0d d4o a0QaQ� a =? o a ? m p N n 'V c V 00 00 V7 ° [7 a�j d Q bQ p 0- g Q C] O 0 aJ rq. q �' p_ rtt N N a 00 G 0C 00 n u] w n C7 d a ni N 00 00 o0 0 of 0 a 7 J � D 06 � W ec ('+3 -•00 d C7 CJ C7 d d 00 a G n r"S # ^.Ty C3 fr1 00 � 00 0 d � d as d a c N N p a tti rri Crs -- i•1 N Qny say q C7 Oi 0� Q m C7 0 N a Uti N V i � N Ga d pG 0 ,..., N ol 00 p Q 04 N N U p d 6 N M r. t" r- tC> {" ,ri t�i N 00 rn pQ :� Cn �i N p r cy a a V r-1 c7 p G lo N N d' •-' b 10�� g d -'r 10 10 g g '� tib d' v C, a v v o v" v v v v v v v v v v v v v v v v °� o rn N NIZI- 0\ [n N a c C, Q� C� C� 01 a• ON cs 0) (7, 0� ON M N r • 00 IT 0 d d It G 0 It I 0 0 It 0 It rf 0 d d d <t C7 tr d C7 v p o v v C] C7 v v O 0 v v 0 C] v V d o V V a b v V o 0 V V C7 0 V v o Ca v V 0 C) V V o N �J m It a M 'D a, G G n r- C7 r- t- Ca d r- t- d t- n n t- c, n n p n to n n a C� o q . 0 a V v o 0 v v o v V V a a v V a V V Ca v v a o v v o c7 v v 0 o v V a a V V Q N [ Ifs kn c5 C7 to a b p G V'Y V-1 C) O o a a C} to W) C7 d o a C7 o 1!1 Yi d d Ca ci 0 C3 V'1 V) a a Q ca C] C] W) V� a a o 0 C3 0 V� VS 0 0 0 0 a a kn V) 0 a o a d d In rn 0 0 a a o v v v v v v V V v V v v v v v v V V v v V 00 Ca r, N 0 N w Q V 00 Go C) Q v V \0 00 Q d d v V i i [ I i i 1 1 i i 1 t i i 1 f i i I 1 i i 1 1 i i 1 [ ItCJ t F y a C) m a m rn a n a d G m p i i 1 i 1 I 1 I I I I I I F I t I t I I I 1 I I I i E Cam, 0 V v V C) v V .i". i.. OO •�, •�,;, iF � # & iE iE # �F dE ]F iF iF iE # k # 9F iE iF aE 3E � if 1F 9F iE # iP iF i8- �F iF # iF # it iF 3F � # iF # (] d7 rll VI . VI fJ� CrF V7 rJ7 i/j I/� Vl Vf +17 r/f :A T/J rJ7 V7 YJ} [!� D U D U r ed > tC tc3 r> r> tC ce5 _' > cd ed > > td [C > > eC eCS > ed [d = > eC eC ►y > aS tt3 > ctS cti czS cd tf] C3 q qA C CE "� 0 * *� rx .��. CI] iJ] w 12 rn q U � C ❑ Q 6 = r CJ Cd W Ir p "D O a � D � a+ O � O Mf C U U s� N 43 � O N N 4�] C) 'ofA N N dJ '� O G � D •Y3 q Qy � >r uy aaHw� w Cal II�l C�J .� zz ca 11 C n 0 C4 N 0 to 4 0 0 00 cn q i p Q yn Q 00 � M s 4 ,00 S 1 1 1 1 1 f I I I 1 1 I r" it 0 C> ,,�ww � o 0 V7 y kn N 1 1 nx i� 1 1 L: in (q w o y I I 1 I I 1 1 1 , 1 I 1 ! } 1 i i 1 1 1 I 1 I I 1 1 1 , I , �jQ 1 , r : C 'rr U ,_y �-1 q' lry 1 i q WA «r+ M OD s e f 1 I I 1 I I E i , 1 N r 1 0 00 0 � a Q a N C:� 00 I I 1 1 , i 1 r 1 1 1 1 1 I ! ,y p pp q pp pp r N N N 00 tl0 LD a o p 0 0a 0 C7 Q 00 o 00 C3 D4 a Co Q a C w c "� C7 .q 00 0 o A. NQooa 00 o oaac�C>v,soaQa oa O m �^ m 000 to r- C4 r+ I C C WWI �N o CD C11 p C� � cq N 00 N 00 k iti{ 0 00 [mod 00 '0 0 00� �0 00 0 Y 8 N c0 it I a"T ti0etrq O M r • �r i r-+ a Q ooOC>`�' m V p C+1 Q o kn 00 t- N o N rq Q t, It o- 000000000000000'0' 0 0 t- t- 9 It 0 o 0 0 t- � It Q 0 0 r• r- I a 0 o r- t- � It a 0 0 a t- r- It 7t 0 0 a a r- r- Cr lzr 0 0 a a t- t- o i- Li o q V v V V a 110 � V V v v v V V v v v v v v V v V o 110 0Z z (N Ol � r- r- 1- M M t- i- M !"1 t- r- c+•7 cr•i I--r-- Cr'1 r t- r- t- C+'1 M r.-r- M � n nl cn aaaQ 0 M r• 0 C] M 0 c 0 'cj' c" ooa9aaaa<S99caca' o 0 'Cr '�7 o 0 tt 0 o 0 0 0 0 0 0 d 0 0 'lott o 0 Q V V V V S3 n rr V V V V V V V V V V V V V V V V p fi3 �0 [- In r `'' a t- 00 �r o i- t- 00 00 9 9 r r 00 00 8 lot i- i• 00 00 at I 0t [- r 00 00 'lot 8 r i- 00 00 9 IS C7oant t- r- 00 00 9 8 t- C- 00 00 9 tl o t- 00 a N N 0 v a V V o v N CR V 0 v o C� V v 0 0 v v 0 0 v V 0 o v v 0 0 v V 0 o V v 0 0 V V 0 V W rZ c'� - m 00 • + C7 oaca000ci000000oQ0 v v v E!'7 M N n f- W N v M N Q v M Q v tp Oo N >'..f N .. C N V� N V7 Il-; N N V7 kn V'1 V"] N N V7 V"1 V-1 V-7 N N VZ 11.1 l!1 1!'1 N N V 1 V1 VZ V'1 N N V) tr) [r7 Vy N N Ln VZ V'S Vn N N in W! V% V) N WF V7 a� Cy o a o 6c, v p C7 0 v M C C7 o v a Q b 0 v V a C7 d d v v C7 0 C7 0 v v 0 C] 0 o v V 0 0 c, o v v 0 0 o C] v v 0 0 o c, v V 0 o V e"•F M lei M D 00 Is <] Ca 10 O C7 N N 10 z C] O N N \D z C-1 N 110 z g -zr a Q N N z�Q ee##- 'r C] C7 N N +0 V d' (=t� N N tiD \z Ct C, O N 10 et c) O * o v CZ C7 v v 0 V r17 o V o o v v o o v v 0 0 v V 0 0 v v 0 d V V d V v 6 C7 v v 0 v VY III t17 'fl U} US rA v] an [A V] ilf U7 :f! [11 VJ ifJ t!J r/'1 N >> �»>>>»>»»a >>> 4 4 14 ' C Ll eq Q pp Ls FL A cC A ss o � R] � L' � � � � ate) � C �" � • .. � � �` M C." � U>1 Qv aw P4 0 C3 sue. y 00 C7 C7 N N � U a C7 0 o Q P 00 1•ri oG 00 V� M N V1 �r • � i^j�i �I] rrW� ❑ 0�0 il"1 I 1 3 1 , [ I i t t i 1 1 1 1 N ,^ i i i t i i 1 1 i s 1 s H f� 1 I I 1 1 1 F I i 1 1 i 1 1 ra O y Q y J.WiI nM w Q rt 00 [ 1 1 i 1 'V to W d V G; r.�t S y m OQ I i i 1 1 t I I I f I [ I 1 1 G] =+ y w p p ap P C7 C7 C7 a a Ca a P C7 o p a n a C] n a a C p C� p Q CD P P Q p p O C7 Q 3 N N tit � U P a �' a CC � p pp P oo a 0 0 o a C7 0 a Q `� rp u Q a o a a A� t. a a •a g I� L1 Cf ci -;W oo w W w � rj1 � W P Q O C7 a O Q p p Q C7 C7 fn a O a a C7 p a Q Q g N p p n W rr _ Q N Cat p CO �j a Q V)C] Qp tiD p p0 C� ao q p C� a C O N C7 N CU N N N w [` G7 k C] P U o W C7 {� . .. �{ [!] w N N ra '0 '0 N V) In 1r7 C7 0 C] v v v .o •o 10 m •D .fl t`t N N N V 1 sr in sn Ir1 v', a o 0 Ca C] 0 0 Cs v v v v v V %�a 110 N" V) ir) a a C] 0 v v 10 [V N In V 7 0 0 CD 0 v v 10 Ira N" In In 0 0 0 0 v v �O �D N N In V'{ 0 C7 0 0 v V � NO N ("I V) Ln o Q 0 0 v v n C7 as a�s O o� Ir1 It'Lim, �n Ln ICamn] vz uOxt� IQ n t-n va, �n n Fn C�r7, ,�r, vV) �n QFn Ir, Wa�n IQr, kF�nn v,On) 6 C7 0 Q v v v v v 0 C7 0 0 C7 0 v v v v v v 0 0 v v o d v v C0 v v CQ v v C7 0 v v rAN [ 00 N M rj' «CF Lao , V7 r O C] C] C] p o v v v V M M M M M M n9oca8co C3 Q C] C7 C7 C7 v v v V v v M M r- C C3 v V M M n ra- C? L7 v v M [+•1 n�r'd-' a C7 C7 V v M M nS n a� C] C7 v V cr1 M rQ- ta- � G7 C7 v v CD N vo no �10 Q Q o — ry a. CFO a rn a a o o Q c o a a Q a 1a v v v v a o o c a v v v v v v o 0 v v 6 0 v v 6 6 v v a a v v a 6 v v � d er Ci I fr a a 0 a a a s a a Ca o 0 0 r a a c, Ci v v v v Ca 0 o c7 v v v v v v 0 0 v v 0 0 v v C] 0 v v 0. C] v v 0 0 v v r- `Er�raIs a 0 a 'ta8't9989<S'It a 0 a s C� 88�r�r� o C7 a n c a 0 C3 C7 0 C] 0 p C? Ci b 6 0' o C? C� 0 C7 0 C7 p v v v V v v V V v v v v V v v V v v v v •Q'cn C11 V7 F17 V'! CA [l1 y7 C/) C!S Vl Cfl c J{ iJ1 0ivvv [!a [/, CR t/, U] r/7 Vl fI] t � tom'+00 S CL ` "� c (� C as w v U sf3 eC�s7 ❑� e� + c� w. 4] gCj � � � [CI [tS s`�, � ❑ -�d O ❑ a y � [G CJ v"�-.I � GJ ❑ O C7 Q r'�-i Cy � O C U U � 4.? t7a C7 Q N C] O] , W .� � C, D � � C❑7 "C7 cd .� : i i iV d :f C7 C7 ri r+i rA 4 u } g1 Q Q Q b 00 trl a a Q 00 , i 1 1 1 1 f t 1 I , I I I I I 7� 3 °9 i 1 1 I .4 CV (q 00 L �1 y0 Cl ij'y I I 1 I i t 1 [ I I 1 , [ I e 1 1 1 1 i I I 1 1 , 00 I 1 1 1 I � CJ � it w � Cc,CD G6d 0 0 00 's i ; 's 1 i i aW x ,a 00 Q Q V) Q 0 Q a N 00 00 1 I 1 , 1 1 1 1 1 �. .x b CJ b g p a b Q �' C> b b a a a 0 g 0 g Q Q a b a o i- . n Q w' �N�" 00 `t w c c pQ�� Q 0 a C7 aS00cc000co00 Q �°gg00 w� ^ C� Q r con W 00 to Tt 110 N CD <D CD00 o n Q Cm7 g CD --NC> a op Q Q a b Q O � a a O C7 00 n n N N v ni p0 Q Q to t+i cs b Q Q Cn N Q Q p co N O b O Q �` N C7 O Q a C7 oc C7 Q C7 n 00 Up W C] M m Ca fV 00 tr U (�J © N O O d' 00 00 00 V% Wr 00 00 V] V) 00 00 V) tr) 00 00 V1 V] 00 00 to V-)V-) 00 00 V7 <> 00 V', 'n C> 00 00 V� An0 0 Q i C, C7 0' Q 0 p V v V v V V v v v V v v v � v V v 00 a N p 0 C7 0 V V 0 © 6 V v 00 C7 V V 00 00 C] V v 00 00 C] 0 v V 00 00 C] 0 V v 00 00 O C] V V w 00 C7 C] v V co 00 0 C7 v V 00 C7 C3 V v ' N C3 m -• CD0 V m rl W, 1r1 Cj V V n m C7 V1 C) a 0 V V b N Y1 n C] Q C� CDV O O N V1 tr} b a CD Q V V O Q N N lP1 v'1 a 0 o o V V Q Q N N 1r) N Q C3 C7 Cn V V b b V, YS C7 Ca C7 Ci V V a o W) VI) Q Q d a V V o p N Ln W) Q Q a 0 V V C7 b N C"l tri V] C7 Q 0 0 V V u� C', M M Q a oo n n p n r Q C7 r= n n b C7 n [= C7 C3 r- n n n C7 n n CJ Q n r- M Q V) Q o rn1 N o V V v V V v V V V C7 V v Q 0 v v C] d V V o o v V C7 V Q b o N N a cry a vo cn s \0 � er It Q a � a d I b CD- to o �t n \D -t 0 10 � It er 0 00 � � It No to er n a C3 !V N N Q V Ca v V 0 Q V a o a V V o a V v C) o v v c) 0 v v 0 o V V o a v V a o v V a a V V N :. M m -i' "o 00 GO ss N N z tiD d' N[ a "o \0 Cr IT Q C] N rq \0 "o b C] N N 0 'o Ct C] b N N I'D %0 O N N \0 Cs O N N v I'D � It C7 C] N N �o tiU r� o d oaac' v v v oc30ciQOCDoo00ca06b0 v v v v v v v v v v v v v v v v aV �4)�W4)Qd)u1)04 w4) c c0 » >>>� >>>>a>>� >a>>>>> Cl, r- 00 to o � � 0 V u oW � v u C iz N N N N N w v� e�C ate+ 7f 6�} N i0+ O �F°WNa ¢d�mW���UAw�c Q W 04 cd U m U 2z o 1 � � b Ns � n � U u m o _o t to 4 7 Gi. U 4 cd C) a3 pa PC 00 0 00 z r- c) C lr a c, 00 kn 00 00 kn rf-I cq L. L. d 00 pa [cN4 rq 0 Cl 00 cq I k I i I p 1 1 1 1 3 1 1 1 C> fq f I I I f NJ" 00 %n C) N: 00 C) CD Ca n 8 0 c) 0 0 0 0 CA \0 c> 7o \iD 00 00: \0 \0 ri 00 00 o 0 00 t., 00 0 00 0 o 0 C� 0 0 0 0 fqiD Cq 110 00 00 \0 � cn 00 O\ 0 0 CD 0 CIA M cli ........ ........... .. .. a, C� <D 00 8 C Ur 0 En Cy 00 sm kn 00o CD 0 CD 0 0 6' n in 0 0 C> nin to 00 CD 0 0 0 c, b CD krt c, c7 6 0 CD V� N 0 0 6 6 R o to en C> 6 0 6 C� In NN 0 C� b CD, 0 0 tn Ln 0 C) 6 o 0 v v C; v v v v C� v v V V V V V V V V V V V V CR p 00 Cy C� C, o in en C kn; CD C> ke) En 1 N N CD o vz V) (n ci 6 V v CD 6 c> c> v v o; v C) 0 v v C) o v v CD CD v v c� o v v C) o v v o v v ns xn C7 Lr, 0 0) ff) C, o cl� C� 0 0 kr) CD 0 C� C� (D 0 V) Lr) o o C� Cl 0 C> kn to c, C% C� V-� 0 01) ..... C) 0 0 N C) o V v v 0 v v C) CD v v 0 6 v v 0 0 v 0 v 0 0 .mow C) 00 vt (7� 00 0 0 0 0 0 CD C> C> 0 0 00 C> V*) 0 ti") in (D 0 in 1n C) 0 V-s to C> C) kn M 0 N InV" 0 N V v v v v V v v v v rf) m t-- C\ � � 10 CT 011 14) �O Cn O\ ID \0 CT cn `0 � C) a% \0 10 Cr C� z z Ch C� z �D c) V 8D d C) . v v 000 0 o v 'C"), 'lot o 0 v v o 0. C), v v C),:: C), VIV C5 C7 v v C7 6 v v 6 6 v v 6 6 v v 0 6 6 v v 0 000000 o C> CA 00 C) R r- CA rq 00 00 00 kn W� 00 CIL V) DO w cq V) 00 In � In 00 C;, V v v C5 C� C]o0 v v v o C) v 0 0 v 0 0 cn 61 cA V to in CA 4n Ln CA cm t4 V7 cn (A cf) LM TA LM V� > > > m m > > ed m > > m m > > m m > > m m > > M Od > 0 eG > 0 0 > ;> to mo 6b bl) ti) bD bo bc 0 0 to ri 0 o 0 ') = 0 c r- L Q Z, E�l < < a z r- 0 0 'FZ CX) Z P. pa , CK R. V, 0 114 F 0 cti , C" 2 L) Sn < 0 cd ct: > rA m %0 0 0 F- 0 X z lz�) to C�l C3 �f , zIu If 5 o rC) C> 0 00 C 0 00 W% VI) m 0 Cko N 00 1 1 t I i k I I I I I p 1 3 1 ;WQ ........... 00 v ol� i rq C> I i k k i p 1 4 i 6 1 p I I cq 00 1 i F I I I GC CD 00 1' 'F 'I I' I I I I 1 2 1 1 1 pol on YS 00 a C> C> VC) cq 06: r F I I 1 1 1 1 1 1 1 f 1 C� C' Z> CD U — __: z-- q q 00 00 U C) C) C) CD C� C, C) C, =� 00 I'll (D CD 00 00 CS 8 00 m (D o04 00 00 XT 110 10 0 to� CO C) C, ("::, C) C> 0 0 n C� QO o 0 C> d0 0 0 0 cj W-W C% cN. C, CA 00 00 10 00 pp 00 0 C7 m 0�0 2% <D 00 lr� CD % 'S — �! 0 CA C' wl V) tn vl� CD V) V� 0 c, V) 00 0 C.p�t 0 0 VII " Irr <D tr) C, CN V% C> 0 0 tl- V,) <D 0 V CD C5 v v C), 0, v v C5 v v V v C) b v v 6 V v v v 75,o ndoao an vV-� V� V,) C, C� V) tr) In S.- Ln in r1l C� W) wl� C� C� c� V) N ci CD v C) CD v v cz> CD v v <D 0 v v C> o v v C> 0 V v 0 0 v v v v C� CD v v <:> C) v v C) 0 v v C� CD C) C, lz> 0 00 C, 8 s s . . CD 0 W0,� — C) o 6 k^ <=� c, o0 kn C;, 6 o a o o o0' kn o o C), C), o v v v v v v v v V V V V V V V V v v v v v MdC? kn to kr� 00 0 c 0 C> Cs 0 V) d0 C4 0 C14 to 0 0 V v v v v C) C7 v v 0 v V o V V c) 6 V V o V V V v v 0 v v kn V) CD 0 V) M o C? T: CJ 0 00 0 V- 'o 00 cq w CD cl� W) M CD It 00 0 0,� �'D d V c) 6 v v c) o v v V v v dd d o d d v a0 v v o0 0 C> 0 C> 4z) kn 8 0 0 0 0 0 a\ In r4 d dC> 0 C> C> 0 V) V-, 9 ofZt 00: 0 0 v v <D v v v v d V V V v v v v v v v v v � CA Ull EA rn � rA C6 rA v) U'7 Ln &n Ln r", 0 cd > L.a i-r m m > > Q m > m m > > cd Cd > > ��MMMMM > > > > > ml.r m > > L. Cd 41 > > rw l to w ma co -14 w tc W, 00ODQn 0 0 E E e t. E 1 E E E rz E E 4) fl. 71 W U4 Mug (U ❑N 0 0 0 0 to N c%l fl 0 04 0 ea W) 04 0 �6 ,g m I k I I I CD C' 00 CA C4 0 Nrn 0 0 C> <D 00 1 1 p I I I I I I k I d k F f I 1 k .... ...... ....................... cc I p I p I I I I T I CC w 0* 2 C) 64 g <D I I 00 0 N . . . . 00 ... . . ...... .............. C) s ck � r- Q Q r., 0 0 cq �aN\0 r- 00 00 4, 70 0 0 ':�' C) 0 0 <D 00 C> C� C� 0 jo 0 (k u C WK rq 00 w r" C� C�' w 00 � a 00 t-7 00 0 0 0 Cp rl: cq C�) 0 c., 00 00 0 0 CN C> 0 CD 0 CD N Q ar N00 c'l C4 CD 0 'o o' u NN00 rl S N ir ;4 m Ln 00 C> Lf-I a CD kr C> 0 CD C) V-� C C� V-� C� ............ . .. ..... . kn A.') lz� C� 00 CD W� C> V) 0 0 CD N V� 0 0 CD a� t^ N C� 0 o CA kf) 0 0 o V') 0 o V v v v v 0 v 0 10 v V C> V V V V b V V 6 V V 0 6 V V C5 0' V V 0' V Lr) t.-I co:' 00 OIL 110 0 (D kn ke) 0 0 to0 00 — 0 to 0 0 0 In 0 0 0 0 " in 0 C� a C� to cq 0 0 C) Q V) 6") 0 aij-� W� 0 kt-) V v v V V V V V V V V V V V V V v V: tQ kn w 7c, tn 0 Nrq In k^ la 6 c> V v o 0 v v v a V v v v v v o tn tn o a 0 0 C, C, cc C'4 o8 o 0 CD C) o 0, 00 vi 6 CD V v o 6 v v v V v v 0 C) v C) v v v v v <D C� In vi to 0 C) o toW) ID CI 0CD o 0 CD o q o N to- 0 C, CD o o o" W) 0 0 o o <D to a 0 06 iz> in C, Cp !Z�! rn wl 8 �R o V v o 06 v V:v v v v a v v v v v v v v v v v 0 0 CD 0 In Fn to ni to N W) V) o V v v v a ZA - L) v v v a v v v v v v v v C> v v C> v U) .2 V7 C4 W 2 tA 4 . L) Ln .2 :n (4 1 ? 2 C6 V7 '2 '2 Vf Ul - ? '2 L05 ul '2 , it V, CA -2 2 CA ul R (A 0 U 0 m > cl P > 0 > > > > > Cd m > > cC ca > > > > > r-- tV W) to to to bo �;40 W) bi) t4 tM 4� t�� to bo CO JE to bo W tc t4 tc ul 0 V) 0 tn 5 E WD E E co E E G E E LO C6 0 —0 -e C, z -0 of) C� m 14 : 1 1 , I C1 ( p r-a N ^; ....� t"w l Y .[+V. ^• V :f') V iU L7 fn 00: 00 00 N 1 1 f I I ! I I i I 1 ! 1 1 1 1 K.+ nri ..mow � w Q � . 00 d 14 r-. 1 1 , i 1 1 1 1 1 S 1 I F I 1 1 t ..+ Cl 1 1 : k I I i I , ! c G 3 �1 c w 0�+-. 0 C7 PC 00 .Q `A W _ N 00 1 I I 1 , I i 1 I 1 1 1 1 1 F I I 1 I 1 3 ! 1 1 I I ff�� 1 y- I 1 1 1 F 1 1 1 ! 1 I i ! I I 1 f �+ 0 p Q Q d C] O C) Q O C? � Q CD Q d p d a a rq 00 00 110 © � U G CD •+ "" c o Q r? O Q N t7 C7 N a " CDO ti0 n t� C N 00 N 00 -- •, U 6 N O O d C7 d M � p d Q 00 0 � C7 C CS Q Q d d O d N ffi Q 00 Q d Q p N 00 N p kn g kn N 00 n Q O 40 r= N ONO N 00 N un d I -A U WwnCq w m N aV In Q a NKra VZ cn g V7 in 88'(E:>> ,r, a �•, `�'' v r CoagooaQCa0000c v vs 00 ,n d .-» v7 N v, In kn 0 +n N C Ci 0 Ci C� ti Cs Ci p C] C] C] C7 Ci O o Cs q p p V V V V V v V V V V V V V V V V V V V V V a Q Q VZ N d O d V a Q d V7 C d C] vn V3 C7 C7 Ir, �j d C - C] V' d CD0 Q C -� d V) p C7 O d C7 n] Ln O Q C3 C7 d V 7 N a 0 p d p t t kn Q Q d CD d O C7 d ipn Q d o Q Q V V Q 0 V V d V v V V p V V V V V V V V V V V V V Y: `r Q d C)a C7 0 Q O Q Q C d d n g C7 - d Q Q d Q C7 Q C7 fl O Vl� Q N V) d 0 C V'] d F Q 0 V V V V V Cj v C3 C:7 V V V V V V V V V V V V V V V a Q C] C] W) in C> d Q Q C7 n V Q Q r-+ O Q C> Q Q VS Q C7 Q O� kn N d d rn C N v d d Q d d Q <D 0 6 Ci C] C7 O C� Ci t7 C] C7 C7 CJ C] C] Q v v v v v v v v v v V v v v v v v v v v v ;•+'s � a C7 d Q Q C Ci 0 V V C? Q in V� 0 Q O C7 C7 Ci C] V V d d u`I V y n ,� O �b V b imV-, O� IT 1i m 1� Vr 00 Cf .� n ,� e� 00 00 ,� 00 C C3 C7 V a V C� d o n +n o -� o o d d rn v, a Q kn Q In N 0 C)Q N VZ Q V Q C) a V V rfi o Ca V V [I1 Crj V V'! v V V V V V V V V CD V V o a V V a o V V a V �..' A- Vi [A V] v7 CA V'S V1 V1 V1 V} r/z * [A u7 aL a( u7 (A [A .'•� U U GC fC > � CCj cC4 > >.y Gd U [S1 C[j LCS % aS (�3 > > LSS CC > > CCl CC > R7 Cet > > LC� [C cCt [CS cSf CJ Ol ,� ►W l+�+f r Qt , qw) 00 90 tn a a 40 Cd41 a a w 7:1 AWN C m o v U 00 H O° W E-F c 06 ¢ W W i i W m v Q w w a•I d r- 44 0 d C> a C>r; ci ri - cq o o ni c� c V a 00 G 7^y��j 00 V'� m 00 1X7 _ _ € ti 1 I I ! G >i J in A izla 0 W •D U •iy V 00 0 ^ V W N l V 1 I t 1 1 tl] Y..I CD co oNo _ in a 0 C� a g cl g o , I 0 00 � 00 o C 000C 0 o 0 a 00 CD p o p U C> N cq "D .D 00 coo It �o 1-0 c N C)p p p 00 0 p p p 00 C] C3 Q O n c+ g O a p CT p C> c+i # 00 0' 00 C)p C] C> C>C) C] C] C) C] o r i o m w. ri N vi CDN u t,•l a p N C)p a 00 CA N C7 In Q C3 00 pp p p 00 p p C] al. G r- 3.r 00 � � � � � r � N o0 v'1 U � � C4DCoo p ! 1 ! f 1 I ! I 1 I 1 1 1 1 1 1 1 I ! 1 ! 1 1 ! 1 I [ r 1 e 1 1 1 1 1 ] 1 ] I f ! ] 1 1 1 1 I 1 1 �1 5"i 'i,,, ',ti^, •Fs # cm 4F 9t 44 CA rA - dF # # # V} V/ ' ' # # # # U7 c/a • � # iE # iF N 4m � C. - i.. ji' >� # # V] V7 � ' iF iF ;{' i& rA 0 � ' iF iE 9F dF [A to '>-. $.'- # # iF N U7 i& dF -R• �F uli V7 ' #' iF # iF rn !.A - • a«. a: w r~. Iti .-� e-� i,:, Ir >,., !.. >... ,.. i.. w w w s.. w �., a 14� Q ►� � � M 0 awl SCS 4] N y 2 ' seS � -0, CL eG td �" as .0 N ❑ O N N ,CI.� O ❑ N N ii �, w C7 C + 47 ai �" N L L V7 m;°wFw° «C U UL dddwcxrA�q��gwwlww C) � 04 t• N GD a� N In p � � U @) AA.. a Q Qo Q Q cc C A 00 kn N � 7 g « � a y 0 W Y4 fri rA 1 1 1 i l 1 1 L L/�r7� G CJ rr 0 C> 1 I I , 1 1 1 1 , t t 1 1 C>1 1 �. ••3 ....1 Fn C7 0 Tr N 00 I 1 1 1 1 1 1 1 I f 1 1 I 1 I I i 1 s S 5 1 ! I 1 I 1 I I Q � i7G7 m 00 0 Fn (tij 00 Od aC>g a S p �S o O E� �] 0 � C] C7 a r� 5 Q N p N v� C] ,� O O -� t= C7 C7 ri CA 00 00 Q .� . ua o Q � V ° u rip ppappps p C7 C7 © it g °° 000 o � ►W �i ..., r � y Q .--1 C� �' N a .�' N a � 47 00 r��- W oa � cpa C7 C7 00 Co x p e7' o a �D �O a g p p d g p C7 C7 C>p p # p GN a p 00 C7 C? p C7 O O Q p C7 0 N ,- 00 M ycz;44 Q o o Sri ni pp lz�. d - --I m M r Srl f11 c i N ~ *" tE 0 4NQa a Oti N va 1 N oc gON..cr N C s. cu >n c0 N C i U c a r' a M '� a at- �' N N co Iri •a a N a Y �1 N r-b � U ('.] p Lfj t- ciao C] C] 00 00 O N C7 00 �''o a O 00 00 r- c`oo�ooaoa�C 00 00 t- t- a 00 00 t- 00 00 t- t- 00 00 t- r• 00 00 t- t- 00 00 t- t- 00 00 t- n o r Q C> V C> V V V V C7 C3 V V C7 V V C7 C7 V V Q O V V C7 C} V V C7 C7 V V p C7 V V C7 C7 V V N C+ 00 It 00 00 IT d 00 'K3- Sri m C7 C3 M m 0 p m m 0 0 m M p a m m a a M M 0 0 M M a C3 M M 0 0 y i i �+'° n1 ry C] C7 r C] rri in a C? =n +n C7 o V•i W1 C7 Ca it) V) G7 C7 rn rn C7 C] iri in n O W% 1n C7 C7 In v"i C] a •.'" � V Q C� V V C7 O V V C7 C7 V V C7 C] V V C7 O V V � a V V O C7 V V C� C7 V V Q Q V V � Ci V V F!3 o a d In rri o a rn zrs a s 0 °D In .-: a a a a p ON in 0 o v, cri v-1 In -, W; In N kn V) C rl N In in C3 a v v V v v v v v V V V V V V V V V V V V V a v i ag�a In rn rn In C3 a cr i v aaagcpC�aooaaoaoa s r- Fn °O p p In +n ON An N N p rr In �y ... � o J V C7 C7 V V C7 C7 V V C7 C7 V V p Q V V Cj C7 V V � C] V V Ca C7 V V C7 O V V � C7 V V C7 C7 V V f a a g s C, g Q o a a a r C] a 0 C' a g a C7 a C7 p C7 C7 C7 C7 o C7 O Mo V V V V V V V V V V V V V V V V V V V V V �j Fn Q Fn Fn a a In In a 0 oa 4 a V V V C7 c7 V V V V V a o C7 a o C� o a V 0 o a n N rA V7 GF1 y5 Vi V7 rry V] V] V7 U7 Vl V, LA rh rn Vl rA [A vs p u -. m ea »>>>>>>>> ers cC cs3 cG eC m eC �a eC ea ea > eC cC >> c cc O-o t � � A CL 00 bb ma 00 u �. 5 _ mum 48w rs ? R ea o a o v; � IV m U7 W hwF� ���Waasx�mcaUAw�. haw U a n ° a � v 3 � v b4 c Ly 1 1 i i 1 ry Q �y ♦ Y �• V n CDiq U o �x es pj Q D.. 7E I ! 1 I i i 1 1 1 1 1 1 I I ay�w� (� Q �a � � ucl r� I I F I 1 1 1 ! I 1 1 1 N N i a U ir] � S 1 1 F I 1 1 [ 1 1 1 1 1 ! 03 V 00 V W �v x1 100 p I 1 I 1 I I I I I 1 I 00 f 1 I I F i 1 1 I 1 1 aa o 0 CD oho 00 o� a H � a d IDU QP d p p p U 0 C7 � C] c� O 00 WI U E �D Q. a Q Q p 00 00 00 C7 O 00 0 00 00 C 0 0 a O Q o 0 0 p oo aF O CN o 0 o 0 0 0 0 m \C�co rn Clp C] 0 0 o00 p p ca 0 c 0 "� Q ra cq ao 00 r- U ,ter, n' ow V® O rq �' m O m (-1 od a v O �' a 0 IT ry o _� 1 1 1 I s 1 pT ' C7 1 1 1 1 1 7pr t— C7 o I 1 1 It C7 Cs 1 k 1 E i i 1 1 I I 1 1 1 r i f E 1 1 r I 1 1 i 1 f 1 f 1 k 1 1 1 1 1 1 1 k 1 1 1 i i I f 1 1 1 F i 1 1 1 1 o f 0 In C] 0 C7 v'� U1 a o 0% 0 0 in Ire o 00 CT .CON+ 0 o Ir) in o 0T Or 0 0 Ir1 v'1 o o CT a V-1 o ° � C% o 0 V-7 Wn cs c, � 0 In v'� o` m rq 1 v v v v v n v v v v v v v v v v v v v C4 o a v v � � 00 c> v v as ar v ca v �x• o o v 0 o o a v v ca o c� o v v a o o ca v v a a o c7 v v o o a o v v ca o a o v v o Q o v v a v 4 4 � � � a� � � a� a� � �r � # a� ,tiF at- ar [R [A ' ' v3 c/S ' ' rI3 ' rn ' vl to • ' c/1 ' - - • • ' • ' • • ' - - 1.: 1:. s: 1.. 7 sw �� 7> . s., L. 1.. s., r.. 7 7> Ir i., 7> W {..� Ir s., 7 y.r a.. 7>> L.. },. U U a 7 t�o CL A, N ceY ens O G a rime 0. � Cd D G fu C) ... a o N C 0 0 A) w U7 �C E- Ww Q�QgcciW W[U�ww.� MI x H 0 U d W 6M u +y C � ❑ ❑ ❑ O N r r s+% r.r •co� ❑ ❑ moo o i i It kr) r^"' Cf] i i i i i i H Q+I Gi W � H C C C H ~ N O C31 � at7 In }r 3 qu a Q© N Q O o rq N N Cam] o 5 o c O Rn o 0 o O Q© �n N° c *7 cy N �' c7 in N a o c n© c?c�ooc� Oaoaoao�c?c�©000co Q o© o 0 0© c o© �-' o a 6 C� Q C7 C7 c a O `V O oV Q o C� C7 o p 0 C7 C7 o V V V V V V V V V V© V V V V V V V V ry c W) vl� en �r-7 © c a° a rq o c a C� O© ca o o Ca a o o o ca o o O 0 a o c o o o o Q c) c o c o a N © C7 Q©© O C) O Q o a OV o O o c O C7 V V V V V V V V© V V VQ V V V V V V V V � o O0000©000ca o o co oa o t` o Q Co o Q a .� �. o C> �a ao oa c O O a C7 Q O O O O p© ,kn M.., C7 `0000 �' vo©oa © QaoC�oco000oe) 0 0 0 0 0©©o c o ©OoQo Cl Q Q V V V V V V V V V V V V © Ul� rq tnc a Q MC7 CN7 NQ Q o a o ©o O© o©� a N v c) c 0© c� o ca ©a Q o o c� a ca c V V V V o o a V c� V V V V V V V V 0 r-` O o o O �n N ' � M ram, C) Q a � � � ►`�' n � � •`"� c> Q M �' V V O v V V V V V Vp V V V V V V V V 0 41 a CJ� C bA b4 C�4 �!] i!] ^ C 6b Lb 4 �i 8A 4 � 8b bA tbPW bQ bq �D or] E E e e C � r W C4 � C � � � � rM v � � •� v U v 7d 0 v a� R m w 0 v y, a 4-1 0 cl � o "Cl v 4d 0 C . Tw cl 0 CL w � to cS Ca CL t s03 �s s� .rZ v v v cn W _v 4 v bl) � U N H o a z z N Gq 4i C C Q Q Q w.w 1 r� � a � i c Qow � Q � � N C!] � l�4 1 E a .aj 1 1 ! ! a �G Q00 c�n O V a� v Q 111111111111011 IV,) o I in I En ,r, in CIA clq rq dN' ' o C7 Q N p C7 C� N N a N N © o © 6 c� o c�oco moo LL �r w 1 E 3 ! 1 E 1 # # F ! F [ ! ! 1 I F E k E I F ! ! E ! ! I 1 1 1 ! I 6 ! # I f k ! E a I.w C/3 zzl •� U 1 k k 1 E 1 f I 1 ! ! 1 1 } 1 ! 1 ! } ! 1 W ice. C) C) 0 `1 C? 0 C7 o © C.� CJ o C7 CO p p o C7 O Q G © C7 a o J C7 C� c= C7 O C7 C� � a 0 N 0 N 0 'tzr © o o C7 © C) C� © a C) © C) © CV C3 C) --o C7 C> C'i C7 C) N C:� C) t'r'3 C4 C> Cal C> C) Cy C7 C) -,I- C> C) �,Q C� Co N C) o. ?' co C) C� co 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V V V V o a o c� © Co c> o C> 8 o c) o u C3 C; C> o bb v V v v v V V v v v v v V V v o 4 r� C7 V 7 C7 C7 C] w7 p w1 C3 c7 v] "-4 N o 00 �' L7 ,�..q In +--E M C > N N M o C> W) N 'G -- C� cU : 0 0 0 0 0 .._, c� o o o c� C) o o © c' p a c o o ©p o© c� © �. �, o © o Ca © © coo o co o o o o c� o 0 o c3 © V V V V V V V v v V v v v v v V v V �4 *-� 1�N.��a�aa�a�aaa�a� C Ua0 b 8A bfj ] b 3 A CAE] bA A ] b!1 3 v 1 . � � W cn • z° 41 4 ..:. v i�w c 4-4 73 � � � v � � � � � C] � � �� r--. �. ,� ';"'{ ram`. d.7 � � �.] � C�] @] ►^-� ivy �+ � . � a•. � � �. 4] GC U tt r..a G H W Q C4 m U Q w p P-411 TABLE III Comparison of Tier I SRO Exceedences On -Site to Applicable Tier 2 SROs Sample ID Depth Date Benzene Toluene Ethylbenzene Total Xylenes MTBE Naphthalene 'rACO Tier 2 Soil ............... Component of Groundwater Ingestion 0.17 ML N/E N/E N/E N/E N/E SROs for Class I Groundwater t TACO Tier 2 Residential is Outdoor Inhalation SROs 17 NIE NIE NIE NIE NIE TACO Tier 2 Industrial Commercial TO Outdoor Inhalation SRO s N/E N/F N/L N/E N/E TAC )i Tier 2 Construction Worker 45 is N/E N/E N/E N/E 17 is Outdoor Inhalation SRO,s TACO �_`,(]U�10011S'29 S011 SatU1_,'1[i0D U11111, N/1", INJ", N /1", 'N . . . . ............ s 10 06/02/2014 0.161 ................ ------ ---- - Ne" INS S-13 91 06/02/2014 0 0931 S-14 3 06/02/2014 0.305 S-15 31 06/02/2014 1.38 S-17 91 06/02/2014 0.0392 S-19 91 06/02/2014 0.0703 1-24 91 0610312011141 0.0765 S-25 12' 06/03/2014 0.117 S-27 12' 06/04/2014 4.22 S-30 41 06/04/2014 0.331 S-31 41 06/04/2014 0.269 33 91 06/04/2014 0.0964 S-34 f 91 06/04/2014 0.431. 3.58 Notes, Only samples above Tier I objectives collected oil -site are listed in the table, Only samples collected above the groundwater -bearing unit observed while drilling are listed in the table Analytical testing results are expressed in parts -per million (ppm) concentrations, Ke y. Bold Indicates Exceeds TACO Tier 2 Soil Component of Groundwater Ingestion SRO for Class I GW, ltalici_-ed Indicates Exceeds TACO Tier 2 Residential Outdoor Inhalation SRO_ Underlined Indicates Exceeds TACO Tier 2 Industrial / Commercial Outdoor inhalation SRO, Shaded Indicates Exceeds TACO Tier 2 Construction Worker Outdoor Inhalation SRO, Indicates Exceeds TACO Tier 2 Soil Saturation Limit" Sample below Tier I SROs for specified containinant, A Calculated Tier 2 Objective was more restrictive than Tier 1, therefore Tier I objective was utilized, Csat Calculated Tier 2 Objective exceeded soil saturation limit (C,,t), therefore appropriate C,,, was utilized N/E Specified Exposure Route SRO not exceeded at Tier I for on -site samples, N/S Soil sample not analyzed for specified analyte, N/A Remediation objective not applicable for specified exposure route ML "Mass -Limit" considerations used in development of Tier 2 SRO is "Infinite Source" considerations used in development of 'Fier 2 SRO, Moog Cv C7 W) o o C7 C) W) ,",4 � o V V V V V H 00 0 0 C) C> co c= c� ca a co V V V eu N oo © C7 C� a V V V V as cu C) 00 C)a a CC) now © 6 o 5 © o w V V V I V V a o V V V V V o � c��• © Q � a � c V V V V "C CNJ moo rn na oa .� r r� M � CIAPOW via H Lil 4-4 a� 4-4 Qct CIO cc3 : C's Cd Cd 4 v a ct . ;. w v 781 in.Q 3: R3 42 '� V� 03 C3 "� JAO 7.2 vCdct °� •�•� U cu -j 0 -j E z z z z Illinois Environmental Protection Agency --------- - - The Agency is authorized to require this information under Section 4 and Title XVI of the Environmental Protection Act (415 ILCS 5/4, 5/57 - 57.19). Failure to disclose this information may result in a civil penalty of not to exceed $50,000.00 for the violation and an additional civil penalty of not to exceed $10,000.00 for each day during which the violation continues (415 ILCS 5/42). Any person who knowingly makes a false, fictitious, or fraudulent material statement or representation, orally or in wrng, to the Agency, or to a unit of local government to which the Agency has delegated authority under subsection (r) of Section 4 of this Act, related to or required by this Act, a regulation adopted under this Act, any federal law or regulation for which the Agency has responsibility, or any permit,term, or condition thereof, commits a Class 4 felony, and each such statement or writing shall be considered a separate Class 4 felony. A person who, after being convicted under paragraph 415 ILCS 5/44 (h)(8), violates paragraph 415 ILCS 5144 (h)(8) a second or subsequent time, commits a Class 3 felony. (415 ILCS 5/44). This form 'has been approved by the Forms Management Center. 11--eaking Underground Storage Tank Program Corrective Action Plan V M M :EMA Incident # (6- or 8-digit): 20140459 Site Name: Formula Automotive, Inc. (Formula Auto Repair, Ltd.) Site Address (Not a P.O. Box): 310 West Northwest Highway City: Mount Prospect Ift-M31VT n- tfl791 4 20 14 94 Fiff's torg 0 M 1. Will the owner or operator seek reimbursement from the Underground Storage Tank Fund? 2. If yes, is the budget attached? (2) Yes 0 No 3. Is this an amended plan? 0 Yes (D Na 4. Identify the material(s) released: Unleaded Gasoline & Diesel Fuel 5. This Corrective Action Plan is submitted pursuant to: 0 a. 35 Ill. Adm. Code 731.164 0 b. 35 Ill. Adm. lie! Aid" 734.335 1. Soil Tier 2 SROs, Institutional Controls 2. Groundwater Institutional Controls (for incidents subject to 35 Ill. Adm. Code 731 only or 732 that were classified using Method One or Two, if not previously provided) Provide the following 1. Description of investigation activities performed to define the extents of soil and/or groundwater contamination; 2. Analytical results, chain -of -custody forms, and laboratory certifications, 3. Tables comparing analytical results to applicable remediation objectives; IL 532 2287 LPC 513 Rev. 812019 Corrective Action Plan Page 1 of 4 4. Boring logs; 5. Monitoring well logs; and 5. Site maps meeting the requirements of 35 III. Adm. Code 732.11 o(a) or 734.440 and showing: a. Soil sample locations; b. Monitoring well locations; and c. Plumes of soil and groundwater contamination. E. Technical Information - Corrective Action Plan Provide the following: 1. Executive summary identifying the objectives of the corrective action plan and the technical approach to be utilized to meet such objectives; a. The major components (e.g., treatment, containment, removal) of the corrective action plan; b. The scope of the problems to be addressed by the proposed corrective action; and c. A schedule for implementation and completion of the plan; 2. Identification of the remediation objectives proposed for the site; 3. A description of the remedial technologies selected: a. The feasibility of implementing the remedial technologies; b. whether the remedial technologies will perform satisfactorily and reliably until the remediation objectives are achieved; and c. A schedule of when the technologies are expected to achieve the applicable remediation objectives; 4. A confirmation sampling plan that describes how the effectiveness of the corrective action activities will be monitored during their implementation and after their completion; 5. A description of the current and projected future uses of the site; 6. A description of engineered barriers or institutional controls that will be relied upon to achieve remediation objectives: a. an assessment of their longterm reliability; b. operating and maintenance plans; c. maps showing area covered by barriers and institutional controls; d. copies of the complete application(s) for planned Highway Authority Agreements); and e. draft groundwater ordinance(s) and Environmental Land Use Controls. 7. The water supply well survey: a. Map(s) showing locations of community water supply wells and other potable wells and the setback zone for each well; b. Map(s) showing regulated recharge areas and wellhead protection areas; c. Map(s) showing the current extent of groundwater contamination exceeding the most stringent Tier 1 remediation objectives; d. Map(s) showing the modeled extent of groundwater contamination exceeding the most stringent Tier 1 remediation objectives; e. Tables listing the setback zone for each community water supply well and other potable water supply wells; f. A narrative identifying each entity contacted to identify potable water supply wells, the name and title of each person contacted, and any field observations associated with any wells identified; and g. A certification from a Licensed Professional Engineer or Licensed Professional Geologist that the survey was conducted in accordance with the requirements and that documentation submitted includes information obtained as a result of the survey (certification of this plan satisfies this requirement); IL 532 2287 LPC 513 Rev. 8/2019 Corrective Action Plan Page 2 of 4 8. Appendices: a. References and data sources report that are organized; and b. Field logs, well logs, and reports of laboratory analyses; 9. Site map(s) meeting the requirements of 35 Ill. Adm. Code 732.110(a) or 734.440; 10. Engineering design specifications, diagrams, schematics, calculations, manufacturer's specifications, etc.; 11. A description of bench/pilot studies; 12. Cost comparison between proposed method of remediation and other methods of remediation; 13. For the proposed Tier 2 or 3 remediation objectives, provide the following: a. The equations used; b. A discussion of how input variables were determined; c. Map(s) depicting distances used in equations; and d. Calculations; and 14. Provide documentation to demonstrate the following for alternative technologies: a. The proposed alternative technology has a substantial likelihood of successfully achieving compliance with all applicable regulations and remediation objectives; b. The proposed alternative technology will not adversely affect human health and safety or the environment; c. The owner or operator will obtain all Illinois EPA permits necessary to legally authorize use of the alternative technology; d. The owner or operator will implement a program to monitor whether the requirements of subsection (14)(a) have been met; e. Within one year from the date of Illinois EPA approval, the owner or operator will provide to the Illinois EPA monitoring program results establishing whether the proposed alternative technology will successfully achieve compliance with the requirements of subsection (14)(a); and f. Demonstration that the cost of alternative technology will not exceed the cost of conventional technology and is not substantially higher than at least two other alternative technologies, if available and technically feasible. F. Exposure Pathway Exclusion Provide the following: 1. A description of the tests to be performed in determining whether the following requirements will be met: a. Attenuation capacity of the soil will not be exceeded for any of the organic contaminants; b. Soil saturation limit will not be exceeded for any of the organic contaminants; c. Contaminated soils do not exhibit any of the reactivity characteristics of hazardous waste per 35 Ill. Adm. Code 721.123; d. Contaminated soils do not exhibit a ply < 2.0 or �! 12.5; and e. Contaminated soils which contain arsenic, barium, cadmium, chromium, lead, mercury, or selenium (or their associated salts) do not exhibit any of the toxicity characteristics of hazardous waste per 35 ill. Adm. Code 721.124. 2. A discussion of how any exposure pathways are to be excluded. IL 532 2287 LPC 513 Rev. 8/2019 Corrective Action flan Page 3 of 4 C. Signatures All plans, budgets, and reports roust be signed by the owner or operator and list the owner's or operator's full name, address, and telephone number. UST owner or Operator Name Eormul Auto Repair, Ltd. Contact � Pentz Address 431 North Braintree Drive City Schaumburg State Illinois Zip Code 60194 Phone Email formulaautomotive 123 rnail.com Signature. Date ,.� 1 Consultant Company Green Wave Consulting, LLC � Contact Shawn D. Wolfe Address 4440 Ash Grove Drive, Suite A City Springfield State Illinois Zip Code 62711 Phone 217-726--7569 Email shaww eenwavecon . corn Signature Y•� Date f I certify under penalty of law that all activities that are the subject of this plan were conducted under my supervision or were conducted under the supervision of another Licensed Professional Engineer or Licensed Professional Geologist and reviewed by roe; that this plan and all attachments were prepared under my supervision; that, to the best of my knowledge and belief, the work described in this plan has been completed in accordance with the Environmental Protection Act [415 ILLS 5], 35 Ill. Adm. Code 731, 732 or 734, and generally accepted standards and practices of my profession; and that the information presented is accurate and complete. I am aware there are significant penalties for submitting false statements or representations to the Illinois EPA, including but not limited to fines, imprisonment, or both as provided in Sections 44 and 57.17 of the Environmental Protection Act [415 ILLS 5/44 and 57.171. Licensed Professional Engineer or Geologist Name Jeff VViienhoif Company Green Wave Consulting Address 4440 Ash Grove Drive, Suite A City Springfield State Illinois Zip Code 62711 Phone 217-726-7569 Ill, Registration No. 062-056441 License Expiration Date Nov 30, 2025 Signature Date A L.P33,E. or L.P.C. Seal IL 532 2287 LPC 513 Rev. 8/2019 Corrective Action Plan Page 4 of 4 Is Nu t7 2L \IT YYY t4 uj 4.0 Al\ ■lO Site -Specific Input Parameters for TACO Analysis Site Name: Incident No(s): TACO Sample Larne: TACO Sample Depth: % Sand + Gravel: % Silt: % Clay: Formula Automotive, Inc. 20140459 Tier 2 Sample 9t-10t Site -Specific Inputs for Tier 2 SRO &Soil Leaching Calcs 100% Check: 0 USDA Soil Classification; USDA Soil Texture Calculator Clay Loan. a Depth of Source: Explanation: top of contamination: 1 ft surface - initial foot of surface cover/base fill bottom of contarn (above gw): 15 ft 15'-20t soil samples below Tier 1 SROs a 14 ft G W While Drilling On -Site 1 4. 5 to 23.5' bgs Source Area for Mass -Limit Q/C: Measurement of Soil Plume in AutoCAD: %430 ft2 0.216 acre -0 mom M 599§0 Choose Acreage, if over go next highest: 0.5 acre PA no I Site -Specific Input Parameters for TACO Analysis Site Name: Formula Automotive, Inc. Incident No(s)#, 20140459 TACO Sample Name: Tier 2 Sample TACO Sample Depth: 9'-10' Site -Specific Inputs for R26 Modeling Calcs Hydraulic Conductivity (K): 0.00006456 cm/see� Mwea 0 Slug Tested Well: MW-3 Hydraulic Gradient & Flow: USEPA Calculator use USEPA gs-adient/flow calculator fog each gauging event (don't include elevations that are suspect, i.e. way different from others due to being close to pit/utilities or didn't peach equilibrium when gauged) GW Flow Direction Gauging Date Hydraulic Gradient (degrees clockwise from N) 3/27/2015 I 0.02089 269.9 6/18/2024 0.05672 270.6 Max: 0.05672 270.E Min: 0.02089 269.9 GeoMean: 0.03442 270.2 Max Gradient:I M ME= == R Mm N amom a SAM a ash= M OTM 0.05672 ftlft ""m m"" m'mmg'm GeoMean Flow Direction: 270.2 ' Clom'mockwise from North Total Soil Porosity: Sand Soil Type of Water -Bearing Unit Cn1�iC1�11� � 0.32 most conservative: sand is some well screened interval's Source Widths Perp to GW Flow in Horizontal Plane: -- if gw flow directions are relativel� consistent, rneasur�e from clean point to clean point going perpendicular to GeoMean Flow Direction - if gw flow directions are inconsistent, measure largest distance from cleat point to clean point Description: Soil Source Width: 160 ft SB-3 off site to MW-3 Perp to Geomean GW Source Width:' 106 ft ' MW-2 to MW-6 Perp to Geomean Source Widths Perp to GW Flow in vertical Plane: � 11 0�'m'm mm'm mma " "mmm mom m mm Soil Source Width: 6.56 ft Idefaultfor soil "'m mmm. waw'a amm m%'=. 0 GW Source Width: 6.56 ft IEPA wants 656 feet instead of calculated a mm Pam 2 R CL 9 CO LO CO -C co 0 03 16 C Cc � i❑ CD � CD n U? C6 GQ (C) CN C-4 co co to Cr] 4 fl3 CO 00 C73 GO-cr r Nto r I— co V) f• o 0 CO m Q tit LO x N CV N N N [wt © [ C 7 , �L�J r�fl i� m dam] v ram- N li d� I i �p r - DS p r^ - - - - •-� - - - w N c*� �r e❑ cv n. ao � o r r r 1-- r r r- r r r N N N N N N N N N N m 7 S � Cr a) � f a CD G C 7 'D L Q m rrr�r v o 7 c 6 .�.�► � to R � w m to m .Q CT + C w� E ... m c m c v (13 m '� _c a ° E C C i�7 ZFi .0 .04 ifs U y T6 U It f} fi U U V + G] w (� � r ❑ is A A >% C ,-r >+ A 25 + + + X x x y N CA co 0 to w c S Y LLPJ M R CL } �7 M r C"7 CQ .0 OD OCR � 0) tl? C Cr co co c N d- s�] CJ[3 tdi �l3 r m = co oa cn 00 t- C14 f• o� cn � t� C:a ,Q r F.- w to f` G 0 0) 0) acr) LO L!7 '}C N N N N N .. � r nr c� b- u� � r• cv rn C� r na cfi � u] tt7 f` m CA a �- sV � — — et trr c� � aD os c9 m C* 'v m h W 0 ]7 CJ] D 4 � G w 0 Cf3 Now r _M 5 v c c L Q E ® M (D L C c� LD s- nws .l + A � � M M ,... m Cr 0 v E r.. [r E ci r N cn L1 M m s: C] U U + a� V a �. ra a + - L + + + y x c' T-m m {{CV O tf? 6 � co a � CR U-3 ca 6 CV o e x M 7, 9 Uf +-► o :3 t: ZN m E X c� _ � n Q} fA EL 0 75m ❑ a W E x 3 z ti U pia x v c bEg�€_m g 0 CA c v a m m c $ Illinois Environmental Protection Agency . . . . . ............. ......... ... ........... ""__MHMH� . ....... . . . .......... 1021 North Grand Avenue East P.O. Box 19276 * Springfield * Illinois # 62794-9276 * (217) 782-3397 Leaking Underground Storage Tank Program SSL Input Parameters for Use with Tier 2 Calculations IEMA Incident # (6- or 8-digit): 20140459 IEPA LPC # (11 0-digit): 0311985092 Site Name: Formula Automotive, Inc. Site Address (not a P.O. Box): 310 West Northwest Highway City: Mount Prospect County: Cook Zip Code: 60056 Leaking UST Technical File Equation(s) Used (ex: S12, S17, S28): S6, S 17 & S28: Benzene Contact Information for Individual Who Performed Calculations: Shawn D. Wolfe, Senior Project Manager Green Wave Consulting, LLC (217) 726-7569 Land Use: Residential USDA Soil Type: Clay Loam Groundwater: Qi Class 1 0 Class II Mass Limit: *Yes Q No If Yes, then specify acreage: (§)0.5 Q 1 02 05 Q 10 Q 30 • Mass Limit Acreage other than defaults must always be rounded up. • Failure to use site -specific parameters where allowed could affect payment from the Underground Storage Tank Fund. • Maps depicting source width, plume dimensions, distance, etc. must also be submitted. -* Inputs must be submitted in the designated unit. ............... Symbol Units AT (ingestion) yr AT (inhalation) yr ATc 70 yr BW kg CSat mg/kg CW 0.1 mg/L I..... ....... d m Symbol Units d a m ds 4.2672 M CAA 0.00000424 CM2/S Di 0.0880 CM2/S Dw 0.0000102 cm2/s DF 20 unitless ECG (ingestion of carcinogens) yr The Agency is authorized to require this information under Section 4 and Title XVI of the Environmental Protection Act (415 ILCS 5/4, 5/57 — 57.17), Failure to disclose this information may result in a civil penalty of not to exceed $50,000.00 for the violation and an additional civil penalty of not to exceed $10,000.00 for each day during which the violation continues (415 ILCS 5/42). Any person who knowingly makes a false material statement or representation, orally or in writing 6 1 in any label, manifest, record, report, permit, or license, or other document filed, maintained or used for the purpose of compliance with Title XVI commits a Class 4 felony. Any second or subsequent offense after conviction hereunder is a Class 3 felony (415 ILCS 5144 and 57.17). IL 532-2860 LPC 645 3/2018 SSL Input Parameters for Use with Tier 2 Calculations Page I of 3 pax's'.1; Incident #: 20140459 Chemical: Benzene Land Use: Residential Symbol Units ED (inhalation of — carcinogens) 30 y r ED (ingestion of noncarcinogens) — yr ED (inhalation of noncarcinogens) _ yr ED (ingestion of groundwater) — yr EDM-L — 70 yr E F — 350 d lyr F (x) -- 0.194 u n itless f0c -- 0.0071 gig GWobj -- 0.005 mg1L H" = 0.230 u n itless i -- mlm I — 0.3 mlyr IM-L — 0.18 mlyr I Fsoikadj = 114 (mg-yr)l(kg--d) IRsoii — mgld l RW -- Lld K -- mlyr Kd (non -ionizing — organics) cm3l g or LI kg Kd (ionizing or anics — g ) 0.355 cm31g or Llkg Kd (inorganics) — cm3lg or Llkg Symbol Units Koc — 50 cm3lg or Ukg Ks — 20 mly r L- rn P E F- m 31kg PEF — m31kg CHIC (VF equations) 97.78 Mass Limit (glm2-s)l 58.81 Inf. Source (kglm3) Q/C (PEF equations) — (gim2-s)I (kglm3) Rfc - MglM3 RfDo — mgj(kg_d) S — mglL SFO — (rnglkg-d)-1 T — 95010001000 s Tm-L = 30 yr TH Q — 1 u n itless TR -- 1.0E-05 u n itless Urn 4.89 m/s U RF - 0.0000078 (pglm3)-1 Ut — 11.32 m/s V — u n itless VF — 53,242.71 m31kg IL 532-2860 LPC 645 3/2018 SSL Input Parameters for Use with Tier 2 Calculations Page 2 of 3 Pang A Incident *-. 20140459 Chemical: Benzene Land Use: Residential Symbol Units V F M 3] kg VFM_L - 127633.77 m3]kg VF'M-L - m31kg 9 9.079 Lpore]Lsoii Ga -- 9.915 Lair]Lsoi! Equation Units S1 -- mg/kg S2 = mg/kg S3 -- mg/kg S4 Mass Limit -- mg/kg Inf. Source S 5 Mass Limit mg/kg Inf. Source S5 3.9 Mass Limit mg/kg 17 Inf. Source S7 = bass Limit ]k m 9 g Inf. Source S17 = 9.94 mg/kg S28 -- 0.17 mg/kg S2 9 = mg/kg Symbol Units Ow 9.064 Lwater]Lsoi{ Pb 1.71398 kg/L or g]crn3 Ps 1.85 g/CM3 Pw --w 1 g]Cm3 11(2 b+3 ) _ 0.050 u n itless IL 532-2860 LPC 545 3/2018 SSA. Input Parameters for Use with Tier 2 Calculations Page 3 of 3 Farm 7 Illinois Environmental Protection Agency ........... . . . . . . . . . . .... . ... M_ ........... - — ------------------------- ­­­ 1021 North Grand Avenue East P.O. Box 19276 Springfield 9 Illinois 62794-9276 (217) 782-3397 Leaking Underground Storage Tank Program SSL Input Parameters for Use with Tier 2 Calculations IEMA Incident # (6- or 8-digit): 20140459 [EPA LP C # (1 0-digit): 0311985092 Site Name: Formula Automotive, Inc. Site Address (not a P.O. Box): 310 West Northwest Highway City: Mount Prospect County: Cook Zip Code: 60056 Leaking UST Technical File � OWAIII KZT&X*. It Equation(s) Used (ex: S12, S177 S28): S61 S17 & S28: Benzene Contact Information for Individual Who Performed Calculations: Shawn D. Wolfe, Senior Project Manager Se% reen Wave Consulting, LLCM (217) 726-7569 Land Use: Industrial/Commercial USDA Soil Type: Clay Loam Groundwater: Class 1 Q Class II Mass Limit: (§)Yes O No If Yes, then specify acreage* Q 0.5 01 Q 2 05 Q 10 030 • Mass Limit Acreage other than defaults must always be rounded up. • Failure to use site -specific parameters where allowed could affect payment from the Underground Storage Tank Fund. • Maps depicting source width, plume dimensions, distance, etc. must also be submitted. • Inputs must be submitted in the designated unit. Symbol Units AT (ingestion) yr AT (inhalation) yr ATc 70 yr BW kg Csat = mg/kg CW 0.1 mg/L d m Symbol Units da M ds 4.2672 m DA 0.00000424 CM2/S Di 0.0880 CM2/s DW = 0.0000102 CM2/S DF = 20 unitless ED (ingestion of carcinogens) yr The Agency is authorized to require this information under Section 4 and Title XVI of the Environmental Protection Act (415 ILCS 5/4, 5/57 — 57.17). Failure to disclose this information may result in a civil penalty of not to exceed $50,000.00 for the violation and an additional civil penalty of not to exceed $10,000 00 for each day during which the violation continues (415 ILCS 5/42). Any person who knowingly makes a false material statement or representation, orally or in writing, in any label, manifest, record, report, permit, or license, or other document filed, maintained or used for the purpose of compliance with Title XV] commits a Class J ,r felony. Any second or subsequent offense after conviction hereunder is a Class 3 felony (415 ILCS 5/44 and 57,17). IL 532-2860 LPC 645 312018 SSL Input Parameters for Use with Tier 2 Calculations Page 1 of 3 parioR Incident #: 20140459 Chemical: Benzene Land Use: Industrial/Commercial Symbol Units ED (inhalation of carcinogens) 25 y r ED (ingestion of �- noncarcinogens) yr ED (inhalation of noncarcinogens) _ yr ED (ingestion of groundwater) yr EDM_L _ 70 yr EF - 250 dfyr F(x) -- 0.194 unitless fac m 0.0071 glg GWob; -- 0.005 mgf L H' — 0.230 unitless i -- m/M 1 _ 0.3 mly r 1M-L 0.13 mlyr l Fsoil-adj -- 114 (mpg-yr)l(kg-d) 1Rsoil — mgld l Rw — Lld K — mfyr Kd anon -ionizing organics) cm3fg or Llkg Kd (ionizing — organics) 0.355 cm3f or Lfk 9 g Kd (inorganics) -- cM3fg or Lfkg Symbol Units KOC — 50 cm3fg or Llkg Ks — 20 mfyr L — m PEF — m31kg PEF -- M3fkg Qf C (VF equations) 97.78 Mass Limit (g/M2-s)f 85.81 Inf. Source (kgfrn3) QfC (PEF equations) — (g/M2-s)f (kglm3) RfC - rngf m3 REDO - mgf (k9-d) S -- mg/L SFa — (mgfkg-d)-1 T — 79070002000 s TM-L — 25 yr THQ — 1 unitless TR = 1.0E-00 unitless Um = 4.59 m/S U RF — 0.0000078 (lJ91m3)-1 Ut — 11.32 mis V — unitless VF — 60,547.79 M3fkg IL 532-2860 LPG 645 312618 SSA. Input Parameters for Use with Tier 2 Calculations Page 2 of 3 A%na 4 Incident #: 20140459 Chemical: Benzene Land Use: Industrial/Commercial Symbol Units VF m31kg VFM-L -- 10,528.14 M3lkg VF'M-L M3lkg n -- 0.079 Lpore/Lsoil 0a _ 0.015 Lair/1-soil Equation Units S1 — mg/kg S2 mg/kg S3 = mg/kg S4 Mass Limit mg/kgInf, Source S5 _ Mass Limit m !k g g Inf. Source S5 5.5 Mass Limit = mg/kg 32 Int. Source S7 � Mass Limit m 1k g g Int. Source S17 - 0.04 mg/kg S28 -- 0,17 mg/kg S9 -- mg/kg Symbol Units 0w -- 0,064 LwateWLsoii Pb 1.71398 kg1L or glom3 Ps -- 1.86 g/CM3 Pw — 1 glcm3 11(2 b+3) = 0.050 un itless IL 532-2360 LPC 645 3/2018 SSL Input Parameters for Use with Tier 2 Calculations Page 3 of 3 Pam ID Yi Illinois Environmental Protection Agency - — - ------------- .......... ....................... . 1021 North Grand Avenue East P.O.,, Box 19276 Springfield Illinois * 62794-9276 (217) 782-3397 Leaking Underground Storage Tank Program SSL Input Parameters for Use with Tier 2 Calculation] IEMA Incident # (6- or 8-digit): 20140459 IEPA LPC # (1 0-digit): 0311985092 Site Name: Formula Automotive, Inc. Site Address (not a P.O. Box): 310 West Northwest Highway City: Mount Prospect County- Cook Zip Code: 60056 Leaking UST Technical File 0 elm Equation(s) Used (ex: S12, S171 S28): S7, S17 & S28- Benzene Contact Information for Individual Who Performed Calculations: Shawn D. Wolfe, Senior Project Manager Green Wave Consulting, LLC (217) 726-7569 Land Use: Construction Worker USDA Soil Type: Clay Loam Groundwater: *Class, 1 0 Class II Mass Limit. *Yes, O No If Yes, then specify acreage: *0.5 01 02 05 010 030 • Mass Limit Acreage other than defaults must always be rounded up. • Failure to use site -specific parameters where allowed could affect payment from the Underground Storage Tank Fund. • Maps depicting source width, plume dimensions, distance, etc. must also be submitted. • Inputs must be submitted in the designated unit. Symbol Units AT (ingestion) yr AT (inhalation) yr ATc 70 yr BW kg CSat mg/kg CW 0.1 mg/L d = m Symbol Units da M ds 4.2672 m CAA 0.00000424 CM2/s Di w 0.0880 CM2/S Caw 0.0000102 CM2/S IMF 20 unitless ECG (ingestion of carcinogens} yr The Agency is authorized to require this information under Section 4 and Title XVI of the Environmental Protection Act (415 ILCS 5/4, 5/57 — 57.17). Failure to disclose this information may result in a civil penalty of not to exceed $50,000.00 for the violation and an additional civil penalty of not to exceed $10,000.00 for each day during which the violation continues (415 ILCS 5/42). Any person who knowingly makes a false material statement or representation, orally or in writing, in any label, manifest, record, report, permit, or license, or other document filed, maintained or used for the purpose of compliance with Title XVI commits a Class 4 felony,, Any second or subsequent offense after conviction hereunder is a Class 3 felony (415 ILCS 5/44 and IL 532-2860 LPC 645 3/2018 SSL Input Parameters for Use with Tier 2 Calculations Page 1 of 3 Pam 11 Incident #: 20140459 Chemical: Benzene Land Use: Construction Worker Symbol Units ED (inhalation of — carcinogens) r ED (ingestion of noncarcinogens) _ yr ED (inhalation of noncarcinogens) — yr ED (ingestion of groundwater) — y r E DM-L — 70 yr E F — 30 dfyr F (x) — 0.194 unitless foc - 0.0071 glg GWobj — 0.005 mg/L H' = 0.230 unitless i — miM I - 0.3 m/yr I M-L -- 0.18 m/y r I Fsoikadj — 114 (mg-yr)](kg-d) IRsoii -- mgld I Rw -- Lid K — mly r Kd (non -ionizing = organics) em31 or Llk 9 g Kd (ionizing — organics) 0.355 cm31 or Llk g g Kd (inorganics) — cm3lg or Llkg Symbol Units Kos — 50 cm31g or Llkg Ks — 20 mlyr L- m PEF - m31kg P E F — m31kg QIC (VF equations) 97.78 Mass Limit (glm2--S)1 85.81 Inf. Source (kglm3) QIC ( P E F equations) — (glmz-s)I (kglm3) RfC- mglm3 IRMO -- mg/(kg-di S = mg/L SFO - (mg1kg-d)-1 T = 310003000 s TM_L — 1 yr TH Q = 1 unitless TR — 1.0E-06 unitless Um -w- 4.59 rnls URF -- 0.0000078 (pglm3)-1 Ut — 11.32 mis V — u n itless VF — rn3lkg IL 532-2850 LPC 545 3/2018 SSL Input Parameters for Use with Tier 2 Calculations Page 2 of 3 Pam 12 Incident #: 20140459 Chemical. Benzene Land Use: Construction Worker Symbol Units VF' -- 408.73 m3fkg VFM-L -- m31kg VF'M-L -- 42.11 m3lkg n -- 0.079 Lpore/Lsoil ®a — 0.015 Lair/Lsoii Equation Units S1 mg/kg S2 -- mg/kg S3 - mg/kg 54 Mass Limit — mg/kg Inf. Source S 5 Mass Limit mg/kg Inf. Source S6 Mass Limit mg/kg Inf. Source S7 — 4.6 Mass Limit mg/kg 45 Inf. Source S17 — 0.04 mg/kg S28 = 0.17 mg/kg S29 — mg/kg Symbol Units Ow — 0.064 Lwater{Lsoi, Pb — 1.71398 kg/L or glcm3 Ps — 1.86 g1cM3 Pw — 1 g/CM3 11(2b+3) — 0.050 u n itless IL 532-2860 LPC 545 3/2018 SSA. Input Parameters for Use with Tier 2 Calculations Page 3 of 3 panIm1 EQUATIONS S209 S21 & S24 FOR DERIVATION OF TOTAL S®IL POROSITY, WATER -FILLED SOIL POROSITY & AIR -FILLED SOIL POROSITY Formula Automotive Inc. Mount Prospect, Illinois S24 - Equation for Derivation of Total Soil Porosity, Pb il (Lpore/Lsoil) Ps SYMBOL PARAMETER UNITS PARAMETER VALUES Pb Dry Soil Bulk Density glcrn3 Site -Specific Value Ps Soil Particle Density g/cm3 Site -Specific Value INPUT PARAMETERS FOR i1 SOLUTION TO EQUATION S24 P� 39� 1.71 � cm . . . . . . . ...: 1. S6�� PS glom S20 - Equation for Derivation of 'water -Filled Soil Porosity, r 1 f (2b+3) Ow (Lwaterf -'soil) Oyu = 77 (Ks) SYMBOL PARAMETER UNITS PARAMETER VALUES n Total Soil Porosity Lpo,�Lso;! Calculated Value Equation S24 in TACO I Infiltration Rate mlyr 0.3 Soil Texture USDA Soil Texture --- Site -Specific Value Classification Appendix C, Illust. C K s Saturated Hydraulic mlyr Site -Specific Value Conductivity Appendix C, Table K 11(2b+3) Exponential in unitless Site -Specific Value Equation S20 Appendix C, Table K INPUT PARAMETERS FOR Ow Soil Texture= Clay Loam > = 0.079 LporAsoil Ks= 20 mlyr I= 0.3 mlyr 11(2b+3)= 0.050 y. .w S21 - Equation for Derivation of Air -Filled Soil Porosity, Oa . �- ..._ Ow Oa (Lair/Lsoil) SYMBOL PARAMETER UNITS PARAMETER VALUES rl Total Soil Porosity LF,�,r �;� Calculated Value Equation S24 in TACO 0" Water -Filled L wate�soii Calculated Value Soil Porosity Equation S20 in TACO INPUT PARAMETERS FOR Oa T1= 0.079 g/CM3 ow= 0.064 glcm3 1.Wrljuso: Ks Values Sand 1,830 Loamy Sand 540 Sandy Loam 230 Silt Loam 120 Loam 60 Sandy Loam Clay 40 Silt Clay Loam 13 Clay Loam} 20 Sandy Clay 10 Silt Clay 8 Clay 5 1112b+3) Values Sand 0.090 Loamy Sand 0.085 Sandy Loam 0.080 Silt Loam 0.074 Loam 0.073 Sandy Loam Clay 0.058 Silt Clay Loam 0.054 Clay Loam 0.050 Sandy Clay 0.042 Silt Clay 0.042 Clay 0.039 Parta 1d J r^• � rV � c"r 7 U N C7 ONtl o � � ;.1 W z e^ CNl1 LU o es un � q if I( Q � V � � w � l l Qu H cz CS W 1 1 1 1 1 1 1 I € 3 f i € E € € i i I i I 1 N I I r 1 I r 1 I I I 1 N 1 1 1 1 1 1 , € f i I I I � [� u � C `•.0 L7 i + [t� : cry II 7 r� 0 U h h �a MID C Q Q LI] p =� c: W �1 a Cd .r. ct 4 EQ ETA I'IO S S6 AND S 7. OR INH.,�.. A TION OF VOLA TILE CONTAMINANTS IN SOIL (CARCINOGENS) Formula Automotive, Inc. Mount Prospect, Illinois Residential & Industrial/Commercial d TR � f# T , � 365 Construction Worker d TR �► �T � 365 ----- Remediation Objectives for - y7' . Remediation Objectives for yr Carcinogenic Contaminants ug 1 +rrR ooa � �� Carcinogenic Contaminants �g URF * 1 a0a o EF e ED m (mpg) ingS26 ( k } �� VF , - Mass -Limit Volatilization Factor for the 7 T � 3.15 o 1 0 S27 -Mass-Limit Volatilization Factor for the Inhalation Exposure Route - ] yr inhalation Exposure Route - IF _ VF VF 1UI -1 Residential & Industrial/Commercial C- € G Construction Worker - x (10 3� } P 6 s 0 3 (nl3lkg) Pi? SYMBOL PARAMETER UNITS PARAMETER VALUES SYMBOL PARAMETER UNITS PARAMETER VALUES AT, AVERAGING TIME FOR year 70 CARCINOGENS ds DEPTH OF SOURCE rn SITE SPECIFIC L 5, OR EXPOSURE DURATION RESIDENTIAL 30 GRAVEL=2.0 ED FOR INHALATION OF year WDUSICOMM. 25 Pb DRY BULK DENSITY g/C 3 SAND=1.8 CARCINOGEN CONST WRKR I SILT=L6 CLAY=1.7, OR SITE SPECIFIC RESIDENTIAL 68.81 RESIDENTIAL 350 INVERSE OF TIT, Nff AN INDUS/CORM. 85.81 EF EXPOSURE FREQUENCY dlyr INDUSICOMM. 250 lC CONCENTRATIONAT'r1m Q CENTER OF A SC�C7A1i.1 [�Jsn'-s}I(3:QIrri) CONST WRKR 85.81 CONST WRKR 34 SOURCE OR 742.Appendix C, Table H, Q/C by Source Area RESIDENTIAL 10-6 RESIDENTIAL 30 TR TARGET CANCER RISK unitless INDUS/CORM. 10-6 T EXPOSURE INTERVAL yr WDUSICOMM. 25 C-ONST ME 10-6 CONST tiVRKR 1 URF INHALATION UNIT RISK (}1-p/n13) 7.8x10-6 benzene FACTOR ��t-L VOLATILIZATION FACTOR 3 REFER TO EQ, S26& S27 m Ikg WlTHW TACO INPUT PARAMETERS FOR VF: RESIDENTIAL & INDUST/COMMER PROPERTIES INPUT PARAMETERS FOR VF': CONSTRUCTION WORKER Source Area 0.5 Acre Source Area 0,5 Acre ds= 4.2672 m ds= 4,2672 m pb= I.71398 kgfL pb= 1,71398 kg!L Q/C= 97.78 (g/m2-s)/(kg/m3) (Residential) QIC= 97.78 (g/m2-s)l(kglm3) QIC= 97.78 (g/m'-s)I(kglm3) (Industrial/Commercial) yr 30 yr (Residential) 25 yr (Industrial/Commercial) VFM-LT 12,633.77 m'/kg (Residential) VF'm-L- 4111 m31k VFrvi-r: 10,528.14 m'/kg (Industrial/Commercial) INPUT PARAMETER' VALUES: RESIDENTIAL & INDUST/CORNIER PROPERTIES INPUT PARAMETER VALUES: CONSTRUCTION WORKERS ATE= 70 year AT,= 70 year ED= 30 year (Residential) ED= I year ED= 25 year (Industriaf/Commercial) EF= 30 dlyr EF= 350 dlyr (Residential) TR= 1.00E-06 unitless EF= 250 dlyr (Industrial/Cornmercial) URF-- 7.8E-06 TR= 1.00E-06 unitless 'VT'M-L- 42.11 m3lkg URFW 7.8E-06 (A0-1m3)-1 VFm-L-.. 12,633,77 m3lkg (Residential) VF%1-L= 10,528.14 M3lkg (IndustriaUCommercial) Residential Inhalation Remediation Construction Worker Inhalation Objective (S6) = 3.94 mg/kg Remediation Objective (S7) = 4.60 mg/kg Industrial/Commercial Inhalation Remediation Objective (S6) = 5.52 mg/kg Soil Saturation Limit Exceedence Check (value of SRO will change if soil saturation limit is exceeded for chemical): Fier I Soil Remediation Objective Check (value of SRO will default to Tier l if calculated Tier 2 SRO is more stringent for chemical): Parts -Per -Million Parts -Per -.Billion BENZENE Aare IF EQUATION S l O FOR DERIVATION OF APPARENT DIFFUSIVITY VITY (DA) Formula Aut m o oiive, nrroum.rIns. n Mount Prospect, Illinois S10 - Equation for Derivation of Apparent (03.33 , Di , H�) + (03.33 , D ) Diffusivity, �A T] cnrl2ls 112 (ph ` Kd) + Ow + (Oa - H') A� SYMBOL PARAMETER UNITS PARAMETER VALUES Gravel= 0.05 Sand = 0.14 0a Air -Filled Soil Porosity Laj�L,,;j Silt - 0.24 Clay = 0.19, or Calculated Value Gravel = 0.20 Sand = 0.18 Ste. Water -Filled Soil Porosity LwaterlLso;i Silt = 0.16 Clay = 0.17, or Calculated Value L7, Diffusivity in Air z ctn Is Chemical -Specific Benzene = 0.0880 Dom, Diffusivity in Water cm a � s Chemical -Specific Benzene = 0.0000 102 H' Henry's Law Constant unitless Chemical -Specific Benzene = 0.230 Total Soil Porosity LporelLsUii Calculated Value Equation S24 in TACO Pb Dry Soil Bulk Density glcm3 Site -Specific Value Kd Soil -Water Partition I cm Ig Calculated Value Coefficient Equation S 19 in TACO Pb S24 - Total Soil Porosity (Lp"A"ji) 77 1 --. S 19 - Soil Water Partition Coefficient (cm 31g) Ps SYMBOL PARAMETER UNITS PARAMETER VALUES Pb Dry Soil Bulk Density cm Site -Specific Value Ps Soil Particle Density cm3 Site -Specific Value KQe Organic Carbon Partition Chemical -Specific Coefficient cxn Ig Benzene = 50.0 f Oe Organic Carbon Content 9/9 Site -Specific Value of Soil INPUT PARAMETERS FOR il INPUT PARAMTERS FOR Id Pb= 1.71398 glcm3 Kai= 50.0 Cm31g Ps= 1.86 gicm3 fl= 0.0071 glg 11= 0.079 Lpore Lwil Kd= 0.3550 cm31 INPUT PARAMETER VALUES FOR DERIVATION OF APPARENT DIFFUSIVITY, DA (cm 2/S) 8a= 0.015 LaiXsoij �= 0.079 glcm3 ow= 0.064 LwateJLsoii Pb= 1.71398 glen' D;= 0.0880 cm'!s Kd= 0.3550 m3lkg Dw= 0.0000102 crnZ/s H'= 0.230 " .. M2 . . ... . . .2. . Kd ` Ko c - fo c BENZENE Pang+ 17 EQ UA TION►S` S6 AND S 7 FOR IN ALA Tlf]N OF VOLA I "ILA" CONTAMINANTS TS IN SOIL (CARCINOGENS) Formula Automotive, Inc. Mount Prospect, Illinois Residential, Industrial/Commercial TR • AT • 365 d TR • AT 365 d Construction. ' Remediation Objectives for Carcinogenic � �17" Worker Remediation Objectives c �?.. Contaminants (mg/kg) � URF•lOfl0��•EF•ED•�.F For Carcinogenic Contaminants (mg/kg) URF•100Um'� � •EF•ED'VF' S8- Volatilization Factor For the Inhalation S9 - Volatilization Factor for the Inhalation Exposure Route - Q (3.14 . DA • T')112 Exposure Route - VF Residential, Industrial/Commercial VF • 1 0 W 4 - Construction Worker VF' - 10 D (m31kg) Pb A (m31kg) SYMBOL PARAMETER UNITS PARAMETER VALUES SYMBOL PARAMETER UNITS PARAMETER VALUES AT, AVERAGING TIME FOR year 70 CARCINOGENS DA APPARENT DIFFUSIVITY cm21s CALCULATED VALUE 1.5, OR EXPOSURE DURATION FOR RESIDENTIAL 30 GRAVEL=2.0 ED INHALATION OF year I"NDUS/COMM. 25 ph DRY BULK DENSITY g/cm SAND=1.8 CARCINOGEN CONST WRKR I SILT=1.6 CLAY=I.7, OR SITE SPECIFIC RESIDENTIAL 68.81 RESIDENTIAL 350 LNVERSE OF THE MEAN INDUSICOMM. 85.81 EF EXPOSURE FREQUENCY dAT INDUSICOMM. 250 QIC CONCENTRATION AT THE {g m'-s}!(I; 'm3) CONST WRKR 85.81 CONST WRKR 30 CENTER OF A SQUARE SOURCE: OR 742.Appendix C. Table H: Q/C by Source Area RESIDENTIAL 10'6 RESIDENTIAL 9.5*10' TR TARGET CANCER RISK unitless INDUSICOMM. 10-" T EXPOSURE INTERVAL S NDUS/COMM. 7.9*103 CONST WRKR 10-6 CONST W RKR 3.6* 10" URF INHALATION UNIT RISK T8x I0"6 benzene FACTOR VF VOLATILIZATION FACTOR m 3 Ikg REFER TO EQ. S8& S9WITHIN TACO INPUT PARAMETERS FOR. VF: RESIDENTIAL & INDUSTICOIV MER PROPERTIES INPUT PARAMETERS FOR VF`: CONSTRUCTION WORKER Source Area 0.5 Acre Source Area 0.5 Acre DA= 4.24E-06 cm21s DA= 4.24E-06 cm'ls pb= 1.71398 gfcin' pb= 1.71398 glom' QIC= 68.81 (glm2-s)/(kglm3) (Residential) QIC = 85.81 (g/m2-s)1(kglm3) QIC= 85.$1 (glm2-s)1(kglm3) (Industrial/Commercial) T= 3.6E+06 s T = 9.5E+08 s (Residential) T = 7.9E+08 s (Industrial 1 Commercial) VFW 53,242,71 m3lkg (Residential) VF'= 408.73 m31kg VF= 60,547,79 m3lkg (Industrial/Commercial) INPUT PARAMETER VALUES: RESIDENTIAL & INDUSTICOMMER PROPERTIES INPUT PARA_-METER VALUES: CONSTRUCTION WORKERS ATC= 70 year ATE- 70 year ED= 30 year (Residential) ED= 1 year ED= 25 year (Industrial/Commercial) EF= 30 dlyr EF= 350 dlyr (Residential) TR= 1.00E-06 unitless EF= 250 dlyr (Industrial/Commercial) URF= 7.8E-06 ("9/,')"L TR= 1.00E-06 unitless VF`= 408.73 m31kg URF= 7.8E-06 VF= 53,242.71 rn3Ag (Residential) VF= 60,547.79 m31kg (Industrial/Commercial) Residential Inhalation Remediation Construction Worker Inhalation Objective (S6) = G.61 mg/kg Remediation Objective (S7) = 44.63 mgikg Industrial/Commercial Inhalation Remediation Objective (S6) = 31.73 mg/kg Soil Saturation Limit Exceedence Check value of SRO will change if soil saturation limit is exceeded for chemical): IF Soil Remediation Objective (Residential Inhalation) T 16.6 mglkg11 1696D� �glkg Soil Remediation Objective (Industrial/Commercial Inhalation) = 31.7 mglkgl 311704 pglkg Soil 'Remediation Objective (Construction Worker Inhalation) = 44.6 mg/kg! 445600 jtglkg Tier I Soil Remediation Objective Check Value of SRO will default to Tier l if calculated Tier 2 SRO is more stria e .. . .. . ...... . .. . ...... onxIo lj Rci7 dela1 -� 17 l 7 �o Rle�.... ..... oeeeu��oer�n Rle> Ic �o1ltrutio Workr nbu 417 Parts -Per -million Parts-Per-Billio BENZENE t for chemical) : Pan* IR Illinois Environmental Protection Agency .. . . ..... .. . ........... . . . . . . . ........... . . . . . .......... . ..... 1021 North Grand Avenue East P.O. Box 19276 Springfield Illinois 62794-9276 Leaking Underground Storage Tank Program SSL Input Parameters for Use with Tier 2 Calculation] IEMA Incident # (6- or 8-digit), 20140459 IEPA LP C # (1 0-digit): 0311985092 Site Name: Formula Automotive, Inc. Site Address (not a P.O. Box): 310 West Northwest Highway City: Mount Prospect County: Cook Zip Code: 60056 Equation(s) Used (ex: S12, S171 S28): S5: Naphthalene Contact Information for Individual Who Performed Calculations: Shawn D. Wolfe, Senior Project Manager Green Wave Consulting, LLC (217) 726-7569 Land Use: Construction Worker USDA Soil Type: Clay Loam Groundwater: *Class, 1 0 Class 11 Mass Limit: (§)Yes Q No If Yes, then specify acreage: Qi 0.5 01 Q 2 05 010 030 • Mass Limit Acreage other than defaults must always be rounded up. • Failure to use site -specific parameters where allowed could affect payment from the Underground Storage Tank Fund. • Maps depicting source width, plume dimensions, distance, etc. must also be submitted. • Inputs must be submitted in the designated unit. Symbol Units AT (ingestion) yr AT (inhalation) 0.115 yr ATc 70 yr BW kg Csat mg/kg CW mg/L d m Symbol MOHR Units da m ds 4.2672 m DA = 0.0000000457 CM2/S Di 0.0590 CM2/S CAW 0.00000750 CM2/S DF 20 unitless ECG (ingestion of carcinogens) yr The Agency is authorized to require this information under Section 4 and Title XVI of the Environmental Protection Act (415 ILLS 5/4, 5/57 — 57.17). Failure to disclose this information may result in a civil penalty of not to exceed $50,000.00 for the violation and an additional civil penalty of not to exceed $10,000.00 for each day during which the violation continues (415 ILLS 5/42). Any person who knowingly makes a false material statement or representation, orally or in writing, in any label, manifest, record, report, permit, or license, or other document filed, maintained or used for the purpose of compliance with Title XVI commits a Class 4 felony. Any second or subsequent offense after conviction hereunder is a Class 3 felony (415 ILLS 5/44 and 57.17). IL 532-2860 LP C 645 3/2018 SSL Input Parameters for Use with Tier 2 Calculations Page 1 of 3 Patio I Q Incident #: 2014Q459 Chemical: Naphthalene Land Use: Construction Worker Symbol Units ED (inhalation of - carcinogens) y r ED (ingestion of noncarcinogens) — yr ED (inhalation of — noncarcinogens) y r ED (ingestion of groundwater) — yr E DM-L — 70 yr EF — 30 diyr F(x)- 0.194 u n itless foc -- 0.0071 g1g GWobj — mgf L H' -- u n itless i --- m/m I — 0.3 miy r IM-L 0,18 mlyr I Fsoikadj -- 114 (mg-yr)I(kg-d) IRsoil - mgld I Rw Lld K - mly r Kd (non -ionizing — organics) cm31 or LIk g 9 Kd lionizing or anics _ g ) 3.55 cm3ig or Llkg Kd (inorganics) — cm31g or Ukg Symbol Units Koo 800 cm31g or L1kg Ks -- 20 m/yr L _ m PEF = m3lkg PEF m31kg Q/C (VF equations) 97.78 Mass Limit (g/m2_s)1 85.81 Inf. Source (kg/m3) QIC (PEF equations) (glm2-s)I (kglrn3) RfC — 0.003 mg/M3 REDO mgl(kg-d) S mg/L SFo = (mg/kg-d)-1 Y 31600, 000 s T'm_L 1 yr TH Q -- 1 u n itless T'R — 1.0E-06 u n itless Um -- 4.69 m!s URF -- (pg/m3)-1 Ut - 11.32 mis V u n itless VF -- m31kg IL 882-2880 LPC 648 3/2018 SSL Input Parameters for Use with Tier 2 Calculations Page 2 of 3 Pa na 2n Incident #: 20140459 Chemical: Naphthalene Land Use: Construction Worker Symbol Units VF' -31937.11 M31kg VFM_L- m3/kg VFFM-L - 42.11 m31kg -•- 0.079 Lpore/1--soil Ga ~' 0.915 Lair/1-soil Equation Units S1 mg/kg S2- mg/kg S3 - mg/kg S4 Mass Limit — mg/kg Inf. Source S5 - 1.3 * Mass Limit mg/kg 17 Inf. Source S6 Mass Limit — mg/kgInf. Source S7 — Mass Limit n1 I k 9 g Inf. Source S 17 = mg/kg S23 - mg/kg S29 - mg/kg Symbol Units aw `-- 0.064 Lwater/Lsoil Pb - 1.71398 kg/L or glcm3 Ps -- 1.36 glcm, Pw- 1 g/cm3 11(2b+3) 0.050 unitless * Tier 2 SRO < Tier 1 SRO; Default to Tier 1 SRO IL 532-2860 LPC 645 3/2013 SSL Input Parameters for Use with Tier 2 Calculations Page 3 of 3 Parrs 21 EQ UA T ION►S` S4 AND ►SS FOR I.NIIALA TION OF V OLA TILE CONTAMINANTS INSOIL (NONCARCINOGENS) Formula Automotive, Inc. Mount Prospect, Illinois Residential & Industrial/Commercial THO AT 365 d Construction Worker THQ ® AT 365 d Remediation Objectives for .yr Remediation Objectives for yr Noncarcinogenic Contaminants _ 1 Noncarcinogenic Contaminants - (mg/kg) Et;" ED m � _ (mglkg) EF � ED � e - RfC.' VF X VF ' S26 - Mass -Limit Volatilization Factor for the T 3.15 1 D -7 S Inhalation Exposure Route S27 - Mass -Limit Volatilization Factor for the VFM--I - VT _ R * - yr Inhalation Exposure Route - � _ L Residential & IndustriallCommercial �� _ L C�" G Construction Worker —L 10 (m3/kg) job d, T n —..._....1 M (M'/kg) SYMBOL PARAMETER EMITS PARAMETER VALUES SYMBOL PARAMETER UNITS PARAMETER VALUES AVERAGING TIME FOR RESIDENTIAL 30 AT NONCARCINOGENS YEAR INDUS/COMM_ 25 ds DEPTH OF SOURCE M SITE SPECIFIC CDNST WR.KR 0.115 I.5, OR EXPOSURE DURATION FOR RESIDENTIAL 30 GRAVEL=2.0 ED INHALATION OF YEAR INDUSICOMM. 25 Pb DRY BULK DENSITY kg/L SAND=1'8 NONCARCINOGENS CONST WRKR 1 SILT=1.6 CLAY=1.7, OR SITE SPECIFIC RESIDENTIAL 68.81 RESIDENTIAL. 350 INVERSE OF THE M1M INDUSICOMM. 85.81 EF EXPOSURE FREQUENCY DIYR INDUSICOMM. 250 QIC CONCENTRATION AT TxE [;!r�k'-s):(�� rr�'� CONST WRKR 85.81 CONST WRKR 30 CENTER OFA SQUARE SOURCE OR 742.Appendix C, Table H: QIC by Source Area INHALATION DEFERENCE RESIDENTIAL 0.003 RESIDENTIAL 30 RfCCONCENTRATION MC'IM3 INDUSICOMM. 0.003 T EXPOSURE INTERVAL �x INDUSICOMM. 25 CONST WRKR 0.003 CONST WRKR I THQ TARGET HAZARD UNITLESS I QUOTIENT VF;,i_i, VOLATILIZATION FACTOR M 3 !KG REFER TO EQ. S27& S28WITHIN TACO INPUT PARAMETERS FOR VF: RESIDENTIAL & INDUSTICOMMER PROPERTIES INPUT PARAMETERS FOR. VIA': CONSTRUCTION WORKER Source Area 0.5 Acre Source Area 0.5 Acre ds= 4.2672 m ds= 4.2672 m pb= 1.71398 kg/L pb= 1.71398 kg/L Q/C= 97.78 (glm2-s)!(kg/m3) (Residential) QIC= 97.78 (glm2-s)1(kglm3) QIC= 9778 (glm2-s)/(kg/m3) (Industrial/Commercial) T,i_L = 1 yr T�,i_,_ = 30 yr (Residential) Tm-i, = 25 yr (Industrial/Commercial) VFM-L= 12.633.77 m31kg (Residential) VF'm-i= 4211 m3lkg VFM , /kg (Industrial/Commercial) INPUT PARAMETER VALUES: RESIDENTIAL & INDUST/COMMER PROPERTIES INPUT PARAMETER VALUES: CONSTRUCTION WORKERS AT- 30 year (Residential) AT= 0.115 year AI'= 25 year (Industrial/Commercial) ED= 1 year ED= 30 year (Residential) EF= 30 dlyr ED= 25 year (Industrial/Commercial) RfC= 0.003 mglm3 EF= 350 dlyr (Residential) THQ 1 unitless EF= 250 dlyr (Industrial/Commercial) VF'%i_L= 42.11 m3lkg RfC= 0.003 Mg/m3 THQ 1 unitless 12,633.77 m3lkg (Residential) VFM_t,== 10,528.14 m3/kg (Industrial/Commercial) Residential Inhalation Remediation Construction Worker Inhalation Objective (S41 = 39.53 mg/kg Remediation Objective (S5) = 0.18 m ik Ind ustriallCom m ercial Inhalation Remediation Objective (S4) = 45.11 mglkg Fier .2 Soil Remediation Objective Cheep (value of SRO will default to Tier 1 if calculated Tier 2 SRO is more stringent for chemical): .. . ........... . ....... .. I NO S64R d1au0n O6 ec� e I n a �o1 l 1 n � 1 270.M.. R€ell onrllon ��er1n. 1 I Parts -Per -Million Parts -Per -Billion NAPHTHALENE pang 22 EQUATION S I o FOR ]DER.IVATION OF APPARENT DIFFUSIVITY (DA) Formula Automotive Inc. Mount Prospect, Illinois S 10 - Equation for Derivation of Apparent (03.33 , �� , � 1 ��3.33 . j}�� Diffusivit �] l DA (Cn`1 IS) SYMBOL PARAMETER UNITS PARAMETER VALUES Gravel= 0.05 Sand = 0.14 0a Air -Filled Soil Porosity I-aiAsoil Silt - 0.24 Clay = 0.19, or Calculated Value Gravel = 0.20 Sand = 0.18 Water -Filled Soil Porosity LwateXsoij Silt = 0.15 Clay = 0.17, or Calculated Value Di Diffusivity in Air cm Is Chemical -Specific Naphthalene = 0.0590 D,,: Diffusivity in Water cm2ls Chemical -Specific Naphthalene = 0.00000750 H' Henry's LawConstant unitless Chemical -Specific Naphthalene — 0,0197 T1 Total Soil Porosity LPamILs Calculated ValueQ;j Equation S24 in TACO Pb Dry Soil Bulk Density glczn3 Site -Specific Value Ka Sail -Water Partition I cm 'Ig Calculated Value Coefficient E uation S 19 in TACO I S24 - Total Soil Porosity (Lp,,, /L,jj) INPUT PARAMETERS FOR 11 Pb— 1.71398 glcm3 Ps 1.86 glcm T)= 0.079 Lp"'A' Kd = Ko c - fv c INPUT PARAMTERS FOR Ka K,= 500 cm3lg foe— 0.0071 glg K.d= 3.5500 ciij NAPHTHALENE Amft,2a1 EQUATIONS S4 AND S5 FOR INHALATION OF VOLATILE CONTA.MINANTS IN SOIL (NONCARCINOGENS) Formula Automotive, Inc. Mount Prospect, Illinois Residential, Industrial/Commercial THQ AT . 3 65 d THQ • AT • 3 65 d Q � Construction Worker Remediation Objectives for .r,. Remediation Objectives for Noncarcinogenic y C Noncarcmogenic Contaminants (mg/kg) ontamtnants (mg/kg} EF . ED . 1 1 RfC VF S8- Volatilization Factor for the Inhalation Exposure Route - Q (3.14 • DA • T) Ill Residential, Industrial/Commercial VF = — • • 1D-"� (m3/kg) C 2 ' Pb • DA SYMBOL PARAMETER UNITS PARAMETER VALUES AVERAGING TIME FOR RESIDENTIAL 30 AT NONCARCINOGENS year INDUSlCOIvIM. 25 CONST WRKR 0.115 EXPOSURE DURATION FOR RESIDENTIAL 30 ED INHALATION OF year INDUS/COMM. 25 NONCARCINOGENS CONST WRKR I RESIDENTIAL 350 EF EXPOSURE FREQUENCY d/yr INDUS/COMM. 250 CONST WRKR 30 INHALATION REFERENCE RESIDENTIAL 0.003 RfC CONCENTRATION mg/M INDUS/COMM. 0.003 CONST WRKR 0.003 THQ TARGET HAZARD unitless 1 QUOTIENT VF VOLATILIZATION FACTOR m 3 /kg REFER TO EQ. S8& S9 WITHIN TACO S9 - Volatilization Factor for the Inhalation Exposure Route - Construction worker (M'/kg) SYMBOL PARAMETER EF•ED• 1 l RfC VF' VF' = VF 10 UNITS PARAMETER VALUES DA APPARENT DIFFUSIVITY CM2/s CALCULATED VALUE 1.5, OR GRAVEL=2. 0 1.8 Pb DRY BULK DENSITY glcm' SILT SAND=L CLAY=1.7, OR SITE SPECIFIC RESIDENTIAL 68.81 INVERSE OF THE NMAN INDUS/COMM. 85.81 Q/C CONCENTRATION AT THE tejm 2•01(kg/m I CONST WRKR 85.81 CENTER OF A SQUARE SOURCE OR 742.Appendix C, Table H: QIC by Source Area RESIDENTIAL 9, 5 * 1 dig T EXPOSURE INTERVAL s INDUS/COMM. 7.9* 103 CONST WRKR 3 6* 106 INPUT PARAmE'FERS FOR VF: RESIDENTIAL & INDUST/COMMER PROPERTIES INPUT PARAMETERS FOR VF': CONSTRUCTION WORKER Source Area 0.5 Acre Source Area 0.5 Acre DA— 4.57E-08 cm'`/s DA= 4.57E-08 cm1/s pb= 1.714 g/cm3 pb= 1.71398 g/cm3 QIC= 68.81 (g/m-s)/(kg/m) (Residential) QIC= 85.81 (g/n�-s)/(kg/m3) Q/C= 85.81 (g/m2-s)/(kg/m3) (Industrial/Commercial) T= 3.6E-4-06 s T = 9.5E+08 s (Residential) T = 7.9E-108 s (Industrial / Commercial) VF= 512,863.38 m3/kg (Residential) VF'= 3,937.11 m3/ko VF= 583,229,89 m3/kg (industrial/Commercial) INPUT PARAMETER VALUES: RESIDENTIAL & )INDUST/COMMER PROPERTIES INPUT PARAMETER VALUES. CONSTRUCTION WORKERS AT= 30 year (Residential) AT 0.115 year AT= 25 year (Industrial/Commercial) ED= 1 year ED= 30 year (Residential) EF= 30 d/yr ED= 25 year (Industrial/Commercial) RfC= 0.003 mg/m3 EF= 350 d/yr (Residential) THQ 1 unitless EF= 250 d/yr (Industrial/Commercial) VF 3,937.11 m3/k g RfC= 0.003 mg/m3 THQ I unitless VF= 512,863,38 m3/kg (Residential) VF= 583.229.89 m3/kg (Industrial/Commercial) Residential Inhalation Remediation Construction Worker Inhalation Objective S4 1,Go4.5� mg/kg Remediation Objective S5 16.53 mg/kg Ind ustrial/Commercial Inhalation Remediation Objective 2,554.55 mg/kg S4 Tier I Sail Remediation Objective Check (value of SRO will default to Tier 1 if calculated Tier 2 SRO is more stringent for chemical): 11 e�ln ltieesi�1 Ilo) = ,o 1 I,�6 . :> ole�on Oecte0. nd: �tlrlilClttio) =1 Sole Reetoe� Coltc� �or� Illltiol- I I Parts -Per -billion Parts -Per -Billion NAPHTHALENE Patio 2d Illinois Environmental Protection Agency ..... . . . . . . . . . ........... ------- 1021 North Grand Avenue East P.O. Box 19276 * Springfield * Illinois 0 62794-9276 * (217) 782-3397 Leaking Underground Storage Tank Program SSL Input Parameters for Use with:Tier 2 Calculation] IEMA Incident # (6- or 8-digit): 20140459 IEPA LP C # (1 0-digit)- 0311985092 Site Name: Formula Automotive, Inc. Site Address (not a P.O. Box): 310 West Northwest Highway City: Mount Prospect County: Cook Zip Code- 60056 Leaking UST Technical File Equation(s) Used (ex: S12, S171 S28): S28/S18: Soil Leaching to Groundwater Contact Information for Individual Who Performed Calculations: Shawn D. Wolfe, Senior Project Manager Green Wave Consulting, LLC (217) 726-7569 Land Use: Not Applicable USDA Soil Type: Not Applicable Groundwater: Class 1 0 Class II Mass Limit: (§)Yes ONo If Yes, then specify acreage: 00.5 01 02 05 010 030 • Mass Limit Acreage other than defaults must always be rounded up. • Failure to use site -specific parameters where allowed could affect payment from the Underground Storage Tank Fund. • Maps depicting source width, plume dimensions, distance, etc. must also be submitted. • Inputs must be submitted in the designated unit. Symbol Units AT (ingestion) = yr AT (inhalation) = yr ATO 70 yr BW kg C sat = mg/kg CW see page 3 mg/L d = m Symbol Units da m ds = 4.2672 m DA CM2/S Di CM2/S DW CM2/S DF 20 unitless ED (ingestion of carcinogens) yr The Agency is authorized to require this information under Section 4 and Title XVI of the Environmental Protection Act (415 ILCS 5/4, 5/57 —Failure to disclose this information may result in a civil penalty of not to exceed $50,000.00 for the violation and an additional civil penalty of not to exceed $10,000.00 for each day during which the violation continues (415 ILCS 5/42). Any person who knowingly makes a false material statement or representation, orally or in writing, in any label, manifest, record, report, permit, or license, or other document filed, maintained or used for the purpose of compliance with Title XVI commits a Class 4 felony. Any second or subsequent offense after conviction hereunder is a Class 3 felony (415 ILCS 5/44 and 57.17) IL 532-2860 LPC 645 3/2018 SSL Input Parameters for Use with Tier 2 Calculations Page 1 of 3 Rana 9.5 Incident 20140459 Chemical: Benzene Land Use: Not Applicable Symbol Units ED (inhalation of - carcinogens) yr ED (ingestion of noncarci nogen s) _ yr ED (inhalation of noncarcinogens) yr ED (ingestion of _ groundwater) _ yr EDM_L 70 yr E F dly r F(x) - 0.194 unitless f oc g/g Gwob# s see page 3 mg1L H' -- unitless i _ m/m I — 0.3 m/yr I M-L -- 0.18 re/yr I Fsoikadj _ 114 (mg-yr)/ikg-di I Rsvij mg/d Rw L/d K - re/yr Kd (non -ionizing organics) cm3l or Llk 9 g Kd lionizing or anics ) � g cm31g or Llkg Kd (inorganics) = cm31g or Ukg Symbol Units Koc -- cm3/g or LJkg Ks — rn/y r L -- rn PEF m3fkg PEF' m31kg Q/C (VF equations) (glrn2-s}I (kg/m3) QIC ( P E F equations) (glm2-s)I (kgfrn3) RfC — mg/m3 REDO = mg/(kg-d) S _ mg/L SFO -- (rng/kg-d)-' T = s TM.-L .."' yr THQ - 1 unitless TR 1.oE-06 unitless Um- 4.69 m/s URF - (pg/m3)-1 Ut 11.32 m/s V -- unitless VF — m3fkg IL 532-2850 LPC 645 312018 SSA. Input Parameters for Use with Tier 2 Calculations Page 2of3 Aa no 2A Incident *: 29140459 Chemical: Benzene Land Use: Not Applicable Symbol Units VF' m31kg VFM-L m3fkg VF'M-L _ m3/kg n 1-pore/1-soil ea Lair/ -soil Equation Units S1 — mg/kg S2 mg/kg S 3- mg/kg S4 -- mg/kg S5 mg/kg S6 — mg/kg S7 mg/kg S 17 mg/kg S28 see below mg/kg S29 - mg/kg Symbol Units OW Lwaterf 1--soil Pb - 1.71398 kg/L or glcm3 Ps - glcm3 PW - 1 glcm3 1 {(2 b+3) u n itless Source Area Concentration Values: (mg/kg) 3-1 4 (3') - 0.305 S-15 (T) 1.33 S-27 (12') = 4,22 S-30 (4) = 0.331 S-31 (4') = 0.269 S-34 (9') = 0.431 Target Soil Leachate Concentration (Cw) (mg/L): See Calculation Spreadsheet Soil to Groundwater L.eachate Potential (Gwobj): (mg/L) S-14 (31) = 0.009 S-15 (31) = 0.040 S-27 (121) = 0.122 S-30 (41) = 0.010 S-31 (41) = 0.080 S-34 (91) = 0.013 IL 532-2850 LPC 645 312018 SSL Input Parameters for Use with Tier 2 Calculations Page 3 of 3 Parma 77 cc ®. l� u II � C) � 0 � a a Oki U cl 00 00 4] V Q � •.� cn Cd CJ� U U � a cr C.i rr1 c_) b.A I� CL cry cn 4� Ri o z ON r--4 r- �'o "'c 00 !3 r,— C "C C) 0 r G7 00 'mot r V_� 00 bl1 a r-M+ ! f ! ! ! F 03 Illinois Environmental Protection Agency Bureau of Land * 1021 N. Grand Avenue E. * P.O. Box 19276 * Springfield * Illinois * 62794-9276 The Illinois EPA is authorized to require this information under Section 4 and Title XVI of the Environmental Protection Act (415 ILCS 5/4, 5/57 - 57.17). Failure to disclose this information may result in a civil penalty of not to exceed $50,000.00 for the violation and an additional civil penalty of not to exceed $10,000.00 for each day during which the violation continues (415 ILCS 5/42). Any person who knowingly makes a false, fictitious, or fraudulent material statement, orally or in writing, to the Illinois EPA commits a Class 4 felony. A second or subsequent offense after conviction is a Class 3 felony (415 ILCS 5/44(h) and 57.17). This form has been approved by the Forms Management Center. Leaking Underground Storage Tank Program RBCA Input Parameters for Use with Tier 2 Calculations 5 MM IEMA Incident # (6- or 8-digit): 20140459 IEPALPC# (10-digit'): 0311985092 Site Name: Formula Automotive, Inc. Site Address (not a P.O. Box): 310 West Northwest Highway City: Mount Prospect County: Cook Zip Code: 60056 Leaking UST Technical File a 11im, fl Me Equation(s) Used (ex: R12, R14, R26): 1 26: Soil Leaching Contact Information for Individual Who Performed Calculations: Shawn D. Wolfe, Senior Project Manager: Green Wave Consulting LLC 217-726-7569 Land Use: Not Applicable Soil Type: Not Applicable Groundwater: F—/ Class I F Class 11 Mass Limit: f- Yes r- No If Yes, then Specify Acreage: F 0.5 F I F 2 F 5 F 10 F 30 Result from S 1 7/S28 used in R26? 17 Yes F No Specify Csource from S17/S28 SeePage3mg/L Mass Limit Acreage other than defaults must always be rounded up. Failure to use site -specific parameters where allowed could affect payment from the Underground Storage Tank Fund. Maps depicting source width, plume dimensions, distance, etc. must also be submitted. Inputs must be submitted in the designated unit. Symbol Unit ATc 70 yr ATE, = yr BW = 70 kg Csource See Page 3 mg/L C(X) Varies, See Model Sheet ............. mg/L C(x)/Csource = unitless Symbol Unit d cm Dair CM2/S Dwater CM2/S Dseff CM2/S ED = yr EF = d/yr 1 IL 5ifs 2-2861 LPC 646 8/07 RBCA Input Parameters 1 of 3 pang 2-Q Incident #: 20140459 Chemical: Benzene Lend Use: Not Applicable erf = unitless foc _ 9/g GWcomp _'_ mg1L GWsource -- rng/L `" Cm3water/Cm3air i = 0.0567 cm/cm l = 30 cmlyr I Rair 20 m3ld IRsoil -- mgld I RW = Lf d K = 5,577984 cmld for R15, R197 R25; cmfyr for R24 Koc -- Cm31g or Llkg ks (non --ionizing or�n�CS } _ g CM3w►ater/gsoil ks (ionizing organics) Cm3 1 water gsoil ks (inorganics) = Cm3water/gsoil Ls = 100 cm LFsw = mg/Lwater) I(mglkgsoil) III = 0.5 mg/Cnl2 Pe = 6.9 •10-14 gicm2-s RAFd --- 0.5 unitless Unit RAFd (PNAs) 0.05 unitless RAFd (inorganics) 0 unitless RAFO -- 1.0 unitless RBSLair (carcinogenic) 3 leg m R13SLair ..._. — (noncarcinogenic) Iaglm3 RfDi = mglkg-d RfDo = mglkg-d SA -- 31160 cm2ld Sd = 200 cm Sw = 41877 cm SFi (mgfkg-d)-' SFp = (mglkg-d)-1 THQ - 1 unitless TR = unitless u c mld Uair = 225 CM/S Ugw = Cm/yr VFp = kg{m3 _ ilFsamb —' (Mg/M3air)/Mg/kgsoil) or kgf m3 VFss = kglm3 RBCA Input Parameters 2 of 3 Parrs in Incident #. 20'140459 Chemical: Benzene Land Use: Not Applicable Symbol SymbolUnit W — CM w "` gwater/gsoil X — See Below cm ax cm aye cm az = cm 5iir = 200 cm 6gw -- 200 cm Equation Result Unit(s) R 1 = mg/kg R2 mg/kg R7 = mg/kg RS = mg/kg R 1 2 = mg/kg R25 = mg/L Unit Oas CM3air/cm3soil ®ws CM3waier/crn3soil OT 0.32 CM3/CM3soil Varies, See Model Sheet d-1 TT 3.1416 Pb = glcm3 Pw 1 glcm3 T = 9.46 -108 s Csource Values (mg/L): S-14 (31) = 0.009 S-15 (31) = 0.040 S-27 (121) = 0.122 S-30 (41) = 0.010 S-31 (41) = 0.030 S-34 (9') = 0.013 Maximum Predicted Extent of Groundwater Impact (X): (feet from point source) S-14 (T) = 22.3 S-15 (3) = 69..6 S-27 (12) = 107.7 .7 S-30 (4) = 26.2 S-31 (4) = 17.7 S-34 (91) = 35.1 RBOA Input Parameters 3 of 3 Pam 39 M tw sad r- ._, a E U z3 �r n � ana C U U U tz U 4l 4 in n !V (D \a C) 110 ❑ 'w '� C ,.� C � ' o a a 0 CD o a o a© a rn o o o a a d d o d a d 0 o o o 0 0 0 o 0 0 0 o o o 0 0 a d a 0 on d d o 0 -------------- �(71% o o 0 o d 0 0 co o rl- a 0 0 o o Q 0 d o 0 0 co 0 ir, o "`" 0 o d` a o `� o a o Cap o n�i a a c� o 0 o C, 16 o a o a o 0 0 o 0 (6 0 a C) Co Co a a o a Q3 � @) Lr s. C a - ca 0 C " � , a� � C mcd .-. o c0r--. `� ° -0 - r--.G`U C 0 C N G N N N sue, C G w H w h ¢¢4, CQ W Q w w 1:1C' o co 0 0 0� Q Q 4t� Q� Q Q�4t Q 4t a a, o c-1 o oa m 0 a N r., o ,mow © C) Co Co Co o C U 0 U a� N N Q o o Q o ca o R � lcvn) N con lc—,n r t] M ul fi Illinois Environmental Protection Agency The Illinois EPA is authorized to require this information under Section 4 and Title XVI of the Environmental Protection Act (416 1 LCS 6/4, 5/67 - 57.17). Failure to disclose this information may result in a civil penalty of not to exceed $50,000.00 for the violation and an additional civil penalty of not to exceed $10,000.00 for each day during which the violation continues (415 ILLS 5142). Any person who knowingly makes a false, fictitious, or fraudulent material statement, orally or in writing, to the Illinois EPA commits a Class 4 felony. A second or subsequent offense after conviction is a Class 3 felony (415 ILCS 5/44(h) and 57.17). This form has been approved by the Forms Management Center. Leaking Underground Storage Tank Program RBCA Input Parameters for Use with Tier 2 Calculations 0 - I IEMA Incident # (6- or 8-digit): 20140459 IEPA LP C # (1 0-digit): 0311985092 Site Name: Formula Automotive, Inc. Site Address (not a P.O. Box): 310 West Northwest Highway City: Mount Prospect County: Cook Zip Code: 60056 Leaking LIST Technical File 1i 11M 111 MWAN-1 I!,111 1!111i MW R Equation(s) Used (ex: R12, R141 R26): R26: Groundwater Contact Information for Individual Who Performed Calculations: Shawn D. Wolfe, Senior Project Manager: Green Wave Consulting LLC 217-726-7569 Land Use: Not Applicable Soil Type: Not Applicable Groundwater: 57 Class I Class 11 Mass Limit: F_ Yes F No If Yes, then Specify Acreage: Result from S17/S28 used in R26? F Yes F7 No Specify C,�u,,,e from S1 7/S28 mg/L Mass Limit Acreage other than defaults must always be rounded up. Failure to use site -specific parameters where allowed could affect payment from the Underground Storage Tank Fund. Maps depicting source width, plume dimensions, distance, etc. must also be submitted. Inputs must be submitted in the designated unit. Symbol ATC = 70 Unit yr ATn = yr BW = 70 kg Csource See Page 3 mg/L C(X) Varies, See Model Sheet mg/L C(x)/Csource = unitless Symbol Unit d =cm Dair = CM2/S Dwater = CM2/S Dseff = CM2/S ED yr EF = d/yr IL 532-2861 LPC 646 8/07 RBCA Input Parameters I of 3 Incident : 20140459 Chemical: Benzene & MTBE Land Use: Not Applicable 1 .o erf -- unitless for glg GWcomp -- m€g/L GWsource — mg/L W"` c m 3waterlc m 3ai r i = 0.05672 CM/cm I = 30 cmlyr IRair -== 20 m31d l Rsoii -- mgld Rw = Lld K = 5.577984 cmld for R15, R19, R25; cmlyr for R24 Koc -- cM31g or Llkg k5 (non --ionising or anic5 ) _ g cm3waterlgsoii ks (ionizing � organics) cm3 1 avatar g$°i' ks (inorganics) = Gm3waterlgsoii Ls = 100 cm LFsw = (mg/Lwater) !! l(rnglkgsoij) M = 0.5 Mglcm2 Pe -- 5.9.10-14 glcm2_S RAFd -- 0.5 unitless RM RA.Fd (PNAs) _ 0.05 unitless RAFd (inorganics) 0 unitless RAFO- 1.0 unitless RBSLair �. (carcinogenic) leg /M3 R B S Lair (noncarcinogenic) lag /M3 RfDi = mg/kg-d ROO -- mglkg_d SA = 31150 cm2ld Sd = 200 cm Sw 31231 cm SFi = (mglkg-d)-1 SFo = (mglkg-d)-' THQ 1 unitless TR unitless D c mld Uair -- 225 Cmis Ugw — cm/yr VFP kglm3 VFsamb mglm3air)/mglkgsoi[ or kglm3 VFss = kglm3 RBCA Input Parameters 2 of 3 P.1ap 24 Incident : 20140459 Chemical: Benzene & MTBE Land Use: Not Applicable Symbol Unit Symbol W = cm w gwateWg soil X = See Below cm ax Cm ay = cm az -- cm hair 200 Cm 6gW = 209 Cm Equation Result U nit(s) R 1 = mg/kg R2 = mg/kg R7 -- mg/kg R8 -- mg/kg R12 mg/kg R25 = mglL eas = Cm1air/CM3soi1 OWS - CM3water/CM3soi! OT - 0.32 Cn731CM3soii _ Varies, 1 See Model Sheet d n - - 3.1416 Pb — g/Cm 3 PW = 1 glcm3 T 9.46 •108 s Csource Values (mg/L): B-2 (03ro3/2015): Benzene = 0.0713 MTBE = 0.0829 MW-1(06118/2024): Benzene = 0.0487 Maximum Predicted Extent of Groundwater Impact (X): (feet from point source) B-2 (03/03/2015): Benzene = 88.0 MTBE = 5.8 MW 1 (06]1812024): Benzene = 75.7 RBCA Input Parameters 3 of 3 parrs 5 CL r-, Q � c� U W ON n a €€ m k � � v � Li Li 09 u 0 €� H d x H v u v €€ A o 01� U o o © p ro o 0 Tr co co ca U oj Q m 00 � a c Q U � : k coo llll*nol*sJ.: Leaking Underground Storage =x3�' .. .. ...... . .... .. '�cf.zw... .... ... ta.Acf'aii2ik`%':L Indoor .�.... ......... . . '.n Exposure Route Checklist Applicability: This checklist may be used to exclude the indoor inhalation exposure route in accordance with 35 Illinois Administrative Code (I1.1. Adm. Code) Section 742.312. This checklist shall be applied during the development of site investigation completion report (SICR) and corrective action plan (CAP), if applicable, and may be reapplied after completion of a corrective action plan proposing active remediation. Reviewed by: Date Reviewed: Wolfe 11/12/2024 BDLID: 0311985092 County: Cook. Incident 4: 20140459 City: Mount Prospect Site Tame: Formula Automotive, Inc. Site Address: 310 west Northwest Highway Leaking; UST Technical File 1. Do you have volatile chemicals at your site per 35 111. Adm. Code 742.Appendix A.Table J? !�I If "No" is checked, no further evaluation of the indoor inhalation exposure route is required. If "Yes" is checked, continue to question No. 2. 2. was groundwater encountered at the site? ❑ No 0 Yes If "No" is checked, continue to question. No. 3. If "Yes}" is checked, continue to question No. 5. 3. Do benzene concentrations in the soil exceed 10 mg/kg? Not [:1 Yes if "No" is checked, continue to question No. 12. If "Yes" is checked, continue to question No. 4. 4. Vertical Separation Screening (Residual LNAPL) Is there at least 15 feet of soil exhibiting benzene concentrations less than 10 mg/kg between the soil exhibiting benzene concentrations greater than 10 mg/kg and the lowest point of a building foundation/crawl space or ground surface if there is no overlying receptor? El Yes If "No" is checked, evaluation of the indoor inhalation exposure route in accordance with 35 I11. Aden. Code 742 is required. If "Yes" is checked, continue to question No. 10. Page 2 5. Has the groundwater plume been defined to the Class I standards for the volatile chemicals? [:1 No W] Yes If "No" is checked, additional investigation is required to define the groundwater plume. If "Yes" is checked, continue to question No. 6. 6. Do benzene concentrations in groundwater exceed the Class I standard (0.005 mglL)? [:1 No W1 Yes Answer this question (No. 6) and continue to question No. 7. 7. LNAPL/Residual LNAPL, Determination Is there free product exceeding one -eighth of an inch in depth as measured in a monitoring well? W] No El Yes Do benzene concentrations in groundwater exceed S mg/L? W] No El Yes Do total BETX concentrations in groundwater exceed 20 mg/L? No El Yes Do benzene concentrations in soil exceed 10 mglkg? Wj No ❑ Yes If "No" is checked for question No. 6, and "No" is checked for all the LNAPL/Residual LNAPL questions above, continue to question No. 12. If "Yes" is checked for question No. 6, and "No" is checked for all the LNAPL/Residual LNAPL questions above, a dissolved groundwater plume is present. Continue to question No. S. If "Yes" is checked for any of the LNAPL/Residual LNAPL questions above, an LNAPL/Residual LNAPL plume is present. Continue to question No. 9. Page 3 8. Vertical Separation Screening (Dissolved Groundwater Plume) Is there at least five feet of soil exhibiting benzene concentrations less than 10 mg/kg between the highest measured groundwater elevation in a monitoring well and the lowest point of a building foundation/crawl space or ground surface if there is no overlying receptor? W1 No F-1 Yes If "No" is checked, evaluation of the indoor inhalation exposure route in accordance with 35 IIL Adm. Code 742 is required. If "Yes" is checked, continue to question No. 10. 9. Vertical Separation Screening (LNAPL/Residual LNAPL) Is there at least 15 feet of soil exhibiting benzene concentrations less than 10 mg/kg between the highest measured free product elevation in a monitoring well or the highest measured groundwater elevation in a monitoring well and the lowest point of a building foundation/crawl space or ground surface if there is no overlying receptor? [:1 No ❑Yes If "No" is checked, evaluation of the indoor inhalation exposure route in accordance with 35 I11. Adm. Code 742 is required. If "Yes" is checked, continue to question No. 10. 10. Precluding Factors (Karst Geology) Are the properties affected by the release located in an area with Karst geology, as determined by the SWAP Mapping System? W1 No El Yes If "No" is checked, continue to question No. 11. If "Yes" is checked, the release cannot be screened out using a vertical separation distance, and an evaluation of the indoor inhalation exposure route in accordance with 35 Ill. Adm. Code 742 is required. 11. Precluding Factors (Utility Conduits) Are utility conduits present within the contaminated groundwater or LNAPL/residual LNAPL that may allow for migration of vapors into buildings? Note, for the conduit to allow for migration of vapors into the building, the conduit must be improperly sealed at the building. W] No El Yes if "No" is checked, continue to question No. 12. If "Yes" is checked, the conduit must be properly seated in a manner that does not allow for migration of vapors into the building. 12. Are there reports of petroleum vapors in buildings as a result of the release frorn the UST? WJ No ❑Yes 0 If "No" is checked, no further evaluation of the indoor inhalation exposure route is required. If "No" is checked, and "Yes" is checked for question No. 8, then an engineered barrier consisting of 5 feet of soil exhibiting benzene concentrations less than 10 mg/kg must be accepted. However, if "Yes" is checked for question No. 4 or question No. engineered barrier consisting of 15 feet of soll exhibiting benzene concentrations less than 10 mg/kg must be accepted. If "Yes" is checked, evaluation of the indoor inhalation exposure route in accordance with 35 111. Adm. Code Part 742 is required. Evaluation of the indoor inhalation exposure route in accordance with 35 111. Adm. Code 742 is required. Evaluation of the indoor inhalation exposure route is not required.. Evaluation of the indoor inhalation exposure route is not required subject to accepting 5 feet of soil exhibiting benzene concentrations less than 10 mg/kg as an engineered barrier. ❑ Evaluation of the indoor inhalation exposure route is not required subject to accepting 15 feet of soil exhibiting benzene concentrations less than 10 mg/kg as an engineered barrier. MISR M- 711, 1, f1i . . cA . Ll�� . . .... .... C r Note: To access a map of Illinois' Karst geology, click click rc,, It i - c "Layer List," check and expand "Source Water Assessment Protection Data," check and expand "Surficial/Bedrock Geology," and check "Karst." . . . . . ................................ II September 2024 . . ... . . . . .. ....................... Tier 3 Evaluation-. 742.935 Indoor Inhalation Exposure Route Sod Gas Remediation Objectives Re LPC# 0311985092 — Cook County Mount Prospect / Formula Automotive, Inc. 310 West Northwest Highway Leaking UST Incident No. 20140459 Leaking UST Technical File 4440 ASI-i jG"R,,:OV E "' D' R"'.11"'Nli'Em ' T' AS. INGFIELD, IL 6271.111 * (217) 726-75-69 (1992) (hereafter referred to as the LDN Model). This LDN Model describes transport from a planar source and, like the Modifie J&E Model used in TACO, includes diffusion and advection transport mechanisms. Unlike the Modified J&E Model presente in TACO,, which assumes there is attenuation of soil gas constituent concentrations across a building concrete stab or baseme� floor and walls, the LDN Model conservatively calculates an attenuation factor that assumes the entire flux of constituents arrivin at the zone near the building is transported into the building. Therefore, the attenuation factor formula (Equation 5) in the LD� Model, as described in the 1992 paper, is appropriate to evaluate the scenario where no concrete slab or no basement with concret floor and walls are present to limit vapor transport into the building (i.e. an earthen floor). The LDN Model is also appropriat for evaluation of other building foundation construction types that may provide little resistance to vapor transport like ston foundations, partial concrete floors, or crawl spaces. The calculation of Tier 3 SGR.Os for any dirt floor scenario (slab -on -grade, crawl space, or basement) requires the collection of soil gas samples between the bottom of the floor [10 cm below ground surface (bgs) for stabs -on -grade, 100 cm bgs for crawl spaces, and 200 cm bgs for basements; the "distance from ground surface to bottom of slab" (LF) input parameter in TACO] and above the capillary fringe layer (default of 37.5 cm above the groundwater -bearing unit depth). This soil gas collection depth interval is typically not an issue for buildings with slabs -on -grade or crawl spaces but can be an issue for buildings with basements where the groundwater -bearing unit (saturated/phreatic zone) is close to the surface. Provided there is sufficient room between the default LF for a basement (200 cm bgs) and the top of groundwater table plus the default thickness of the capillary fringe (37.5 cm), soil gas samples can be collected for evaluation against . -, ler 3 SGROs developed for properties with buildings containing basemeitts. As noted on Figure 1, the current building located within the physically delineated Tier I groundwater impaction plurne has a slab -on -grade base construction. However, the Village of Mount Prospect plans to redevelop the 3 10 West Northwest Highway property as the "Village Gateway" park. The redevelopment plan, including the approximate boundary of the subject site, is included in Attachment 2 and shows no buildings will be present on the subject site post-remediation. The groundwater -bearing unit (saturated/phreatic zone) was observed between approximately 10 feet bgs at the B-3 location near the northeastern corner of the subject site and approximately 23.5 feet bgs at the MW-3 location near the central southern site property boundary. As illustrated below, soil gas samples for evaluation against Tier 3 SGR.Os developed -for properties containing slabs - on -grade must be collected, between 0.328 feet (10 cm) bgs and 8.77 feet (267.3096 cm) bgs when the saturated/phreatic zone is observed at 10 feet bgs (see illustration below). SI, )I I-Ona( C I rkpth,�; Fich.)w, F0 I I IWIM 0I I . . . . . . . . . . . . . . Is "',6( i � 1"� w. � rY U � � � .� a� � �u ,���IW' Pa I S Ile / ....... . . . .... .... 2N IN, Al . . . ...... . ... . .... ) I' Z/I`�i ry C L . ......... . ... . .... Phrc�alie 7onc, Given that the property within the physically delineated Tier I groundwater impaction plume (just the subject site) has either slab -on -grade construction (currently) or will have no buildings (post-remediation), so]] gas saniples collected at a depth, of three (3) feet bgs would be appropriate to use to evaluate/exclude the exposure route. ]:ran ort Mechanisms-. Diffusion and Advec ' tion As• required in 35 IAC 742.935(c), this Tier 3 evaluation using the OTA modification of the Modified J&E Model, through the use of the attenuation factor calculated by Equation 5 of the LDN Model, accounts for diffusive transport from the contaminant source to areas near the building (i.e. the zone of building pressure influence), and then advective transport from the zone of advective influence into indoor air, as summarized below: Diffusive transport through soils (i.e. total effective diffusion coefficient, DTf): The LDN Model accounts for diffusive transport using the same relationship for diffusion through. soils that is used in published mass flux models and by the United States Environmental Protection .Agency (USEPA) and IEPA to assess diffusive transport through soils. This relationship for calculation of DTff' is consistent with TACO Equations J&E9a and J&E 11. The diffusion -related input assumptions used in the TACO Tier I default model have been used as input assumptions in the LDN Model. advective transport: The LDN Model accounts for advective transport by conservatively assuming that constituents in soil gas are "swept into the building as fast as they arrive at the zone of influence" rather than by using a specific input value for the advective flow rate of soil gas into the building (Little, Daisey, and Nazaroff, I992). This assumption is equivalent to assuming a high soil gas advection rate from soil into the building (i.e. assuming an infinite value for the volumetric flow rate of soil gas into the enclosed space [QsoY}]). The Tier 3 ROs are more conservative than the Tier I "diffusion and advection." ROs because the assumption for advective transport that all constituents in soil gas are swept into the building is more conservative that the Tier I assumption of an empirically established advective flow rate (Qsoil = 83.33 cm3/sec). The Tier 3 ROs should not be compared to the Tier I "diffusion only" ROs, which assume that constituents only enter the building by diffusing across the slab and no advective migrations occurs at all (QsoIl = 0 cm.3/sec). Because the OTA modification of the Modified J&E Model assumes that there are no transport limitations due to the presence of a concrete slab, and instead all subsurface constituents in soil gas are swept into the building, the overall rate of movement of soil gas to indoor air is limited by the rate of diffusion in soil (i.e. diffusion is the dominant mechanism across the foundation and overall rate limiting process for constituent transport). Input Values The input parameters to the OTA modification of the Modified J&E Model and Equation 5 the LDN Model were based on TACO default physical setting input values for Tier I ROs for parameters that are .not related to the slab; however, the following parameters are not included in the LDN Model because no slab is present: • Area of total cracks (Acrack) • Total porosity for soil in cracks (OT,crack) • Slab thickness (Lcrack) i water -filled porosity for soil in cracks (Ow,crack) • .Air --filled porosity for soil in cracks (Oa,crack) 0 Floor -wall seam gap (w) As previously discussed, no value was needed for the volumetric flow rate of soil gas into the enclosed space (Qso11), because the LDN Model assumes that all constituents in soil gas beneath the building floor are swept into the building. This is similar to assuming an infinite value for Qscli. Tier 3 ROs for residential receptors were calculated for the soil gas scenario (industrial/commercial receptor calculations are also included on the modeling spreadsheets, although they are not applicable for the off -site properties being evaluated for this Tier 3 Evaluation). For calculation of the Tier 3 OROs and SOROs, the distance from ground surface to top of contamination (Dsource) was set to three (3) feet (91.44 centimeters) rather than the TACO default Dsource of 5 feet (152.4 centimeters) for soil gas contamination and 3.3 d feet (104.2 centimeters) rather than the TACO default Dsoucc of 10 feet (304.8 centimeters) for groundwater contamination. This site -specific value for soil gas contamination was used as the soil gas samples for evaluation of the site property with no future buildings (site is being redeveloped as a park) would be collected at a depth of three (3) feet bgs. The site -specific value for groundwater contamination was used based on the highest observed depth to water as measured in a groundwater monitoring well [3.36 feet below top of casing in monitoring well Mw- I ; the monitoring well construction diagram for monitoring well MW- I did not have the ground surface elevation so the groundwater depth below ground surface cannot be determined; the distance between ground surface and the top of well casing would typically be between 0.25 to 0.5 foot, so the actual Dsource for groundwater contamination should be 3.36 + 0.25 to 0.5 feet bgs; as a conservative measure the depth BTOC has been used for this Tier 3 evaluation]. The actual groundwater -bearing unit (saturatedlphreatic zone) was observed between approximately 10 feet bgs at the B-3 location near the northeastern corner of the subject site and approximately 23.5 feet bgs at the Mw-3 location near the central southern site property boundary The value for distance from ground surface to bottom of slab (LF) was set to the TACO default LF of 10.0 centimeters to evaluate the scenario of an earthen floor at slab grade. The chemical- specific physical parameters and toxicity parameters used for the calculations were obtained from the default values in TACO (35 IAC 742 Appendix C, Table E and Appendix A, Table K) and from the IEPA Toxicity Values for Tier 2 and Tier 3 Calculation Excel spreadsheet (updates through June 2024) currently available at: htips://epa.illinois.gov/topics/cleanup- programsltaco.html. Input Parameters Usedfor Calculation of Fier 3 Indoor Inhalation.Lx posure .Route Remediation b'eclives Parameter Value Description Chemical .Properties Benzene: 0.088 cmlls Ethylbenzene: 0.075 cm'ls Diffusivity in Air Naphthalene: 0.059 cmlls TACO default value (Dj) Toluene: 0.087 cm'ls (Appendix C, Table E) Total Xylenes: 0.0735 cmlls MTBE: 0.0859 cmlls Benzene: 0.0000102 cm2ls Ethylben.zene: 0.0000078 cm'Is Diffusivity in Water Naphthalene: 0.0000075 cm2ls TACO default value (DW) Toluene: 0.0000086crn2ls (Appendix C, Table E) Total xylenes: 0.00000923 cml/s MTBE: 0.000011 cm'/s Benzene- 0.134 Dimensionless Ethylbenzene: 0.1.64 TACO default value Henry's Law Constant Naphthalene: 0.00829 Appendix C, Table E) (H'Ts) Toluene. 0.149 Ca) System Temperature 13°C Total xylenes. 0.271 MTBE: 0.015 Unit Risk Factor Benzene: 0.0000078 (µglm3)-1 Ethylbenzene: a.aaa0a25 �3 -' y (� JEPA Toxicity Values or Tier 2 �' f (URF Na hthalene. 0.000034 Im3 rl and Tier 3 Calculation Reference Concentration Toluene: 5.0 gglm3 Total xy lenes : 0.1 µglm3 IEPA ToxicityValues or Tier 2 � (R� MTBE: 3.0 Im3 and Tier 3 Calculation Benzene : 1,800 mglL Ethylbenzene: 1.70 mglL Solubility in Water Naphthalene: 31 mglL TACO default value (S) Toluene: 530 mglL (Appendix C, Table E) Total Xy lenes : 110 m gIL MTBE: 51,000 m IL Benzene: 420,000 mgim3 Ethylbenzene: 59,000 mg/M3 sat Soil Vapor Saturation Limit (C. Naphthalene: 620 mglm3 TACO default value Toluene: 140,000 m Im3 g (Appendix A, Table K pp ) Total xylenes: 49,000 mglm3 MTBE: 11,200,000 m Im3 Building Properties Length of Building Residential = 1,000 cm TACO Value LB Industrial/Commercial = 21000 cm Ap2endix C. Table M Width of Building Residential = 1,000 cm TACO Value WB Industrial/Commercial = 21)000 cm (Lk22endix C, Table M Height of Building Residential = 244 cm TACO Value (HB)Industrial/Commercial = 305 cm (Appendix C, Table M Air Exchange Rate Residential 0.53 exchan.geslhr TACO Value ER Ind./Com. = 0.93 exchan eslhr (Appendix C. Table M Surface Area of Enclosed Space At Residential = 1904000 cm, Calculated Value or Below Grade AB Industrial/Commercial — 4,080,000 cm (Equation J&EI2b (� Building Ventilation Rate Residential — 351)900 cm31s Calculated Value �Qbldg)_IndustriaUCommercial = 315,000 cm31s (Equation J&E 13 .Input Parameters Usedfor Calculation Of Tier 3 Indoor Inhalation Ex osure Route Remediation ectives Parameter '"Value Description Soil Properties Temperature 286 R (13 °C) TACO Value (T) Appendix C, Table M Air -Filled Soil Porosity TACO Value cm'/cm' (Oa)0.28 A endix C Table N Water -Filled Soil Porosity ' TACO Value 0.15 crn Icrn o W �Appendix C. Table M --ln) Total Porosity of Soil Layer i 43 ��3`��3 0.A TACO Value �OTJ endix C, Table..,M) Attenuation and Partitioning Properties Effective Diffusion Coefficient. for Chemical Specific p Calculated Value Each Soil Layer D i See Modeling Spreadsheet (Equation J&E11) Site -Specific Distance from Ground Surface to Soil Gas Contamination (i.e. top Distance from Ground Surface to Soil Gas Contamination = 91.44 cm of soil gas sample depth) and Top of Contamination Groundwater Contamination IO2.4 cm Groundwater Contarninatoin (i.e. (Dsource) highest observed depth to water below ground surface as measured in a groundwater monitoring well Distance from Ground Surface to TACO Value Bottom of Slab Soil Gas Contamination = 10.0 cm. (.Appendix. C, Table M) LF Slab -on -grad, Distance from Bottom of Slab to Soil Gas Contamination = 81.4 cm Calculated Value Top of Contamination Groundwater Contamination = 92.4 cm (Equation J&E10) (LT) Total 4 of Layers of Different Types of Soil Vapors Migrate Soil Gras Contamination — I TACO Value Through From Source to Building Groundwater Contamination = 2 (Appendix C, Table M) n Thickness of Capillary Fringe Soil Gas Model = NIA TACO Value Lea Groundwater Model — 37.5 cm C, Table M Thickness of Vadose Zone Soil Groundwater Model (default) — 257.3 -(Appendix Calculated Value (Equation J&E9b) (LSoil) Or Site -Specific Lsoi1= LT - Lca Total Overall Effective Diffusion Chemical Specific p Calculated Value Coefficient DT� See Modeling Spreadsheet (Equation J&E9a) Calculated Value Attenuation Factor Chemical Specific (Little, Daisey, and Nazaroff (a) See Modeling Spreadsheet (1992): Equation 5, Steady State Form Exposure Parameters Target Risk Residential = 10' (unitless) TACO Value TR Industrial/Commercial = 10' unitless) (AEpendix C, Table M Averaging Time for Carcinogens 70 years TACO Value ATc (Appendix C, Table M Target Hazard Quotient Residential = I (unitless) TACO Value TH Industrial/Commercial = 1(unitless) C, Table M Averaging Time for Residential = 30 ears y TACO Value Non.carcinogens Industrial/Commercial = 25 years (Appendix C, Table M) ATnc Input Parameters Used for Calculation of Fier 3 Indoor Inh alation Lxposure Route Remediation Objectives Parameter value Description Exposure Duration Residential = 30 years TACO value EI) IndustriallCommercial = 25 years (A22endix C, Table M) Exposure Frequency Residential = 350 days/year TACO value EF Industrial/Commercial = 250 da s! ear (Appendix C, Table M Indoor Air Remediation Objective Chemical Specific (mglm3) Calculated value for Carcinogenic Contaminants See Modeling Spreadsheet for Residential (Equation J&E1) �R_OindooraffL) and IndustriallCommercial ROs Soil Gas Remediation Objective When the Mode of Contaminant Chemical Specific (mgfm') Calculated value Transport is Both Diffusion and See Modeling Spreadsheet for Residential (Equation J&E4 Advection and IndustriallCommercial ROs Rosoi gas) Groundwater Gas Remediation objective when the Mode of Chemical Specific (mglL} Calculated value Contaminant Transport is Both See Modeling Spreadsheet for Residential (Equation J&E6 Diffusion. and Advection and IndustriallCommercial ROs RO�W) I I Calculated Tier 3 Remediation 04'ectives Risk -based indoor air target concentrations were calculated as appropriate based on the toxicological effects of each chemical using the same equations and exposure scenario input values as specified in TACO for Tier 1 and Tier 2 applications. For chemicals exhibiting both carcinogenic and non -carcinogenic effects, the most conservative value between the carcinogenic and non -carcinogenic target concentrations was selected as the target concentration in indoor air, Ro The carcinogenic RO zndoor air • indoor air values calculated using J&E Equation J&E1 were used for benzene, ethylbenzene and naphthalene. The noncarcinogenic ROindoor air values calculated using J&E Equation J&E2 were used for toluene, total xylenes and MTBE. Using the input parameters presented above and in the attached modeling documents, Equation 5 of the LDN Model (an OTA modification to the Modified J&E Model) was used to calculate the vapor intrusion attenuation factors, a, for a soil gas source in the "dirt floor at basement grade" scenario. ABX D eff T Qbldg X LT The Tier 3 calculations yielded the following attenuation factors: IEPA TACO Tier 3 Indoor Inhalation Exposure Route Attenuation Factors (a) - Unitless Using the IEPA Modified Implementation of the Modified J&E Model ".Dirt Floor at Slab Grade" Scenario Soil Gas Contamination Groundwater Contamination .Residential IndustriallCommercial Residential IndustriallCommercial Benzene 0.000244191 0.00109179 0.0000236689 0.000010582 Eth lbenzene 0.00208112 0.00093048 0.0000171443 0.0000076653 Naphthalene 0.00164016 0.00073332 0.000156358 0.000069909 Toluene 0.0024141 0.00107936 0.0000203332 0.0000090911 Total Xylenes 0.00203945 0.00091185 0.0000146025 0.0000065289 MTBE 0.00238593 0.001.06676 0.000134602 0.000060181 Because the attenuation factor is the ratio of the concentration in indoor air to the concentration in soil gas, the attenuation factors were then used to calculate the residential ROs for soil gas as follows: _ ROir�c�oor air � �s�ii gas a The Tier 3 calculations yielded the following RGs: IEPA. TACO Tier 3 Indoor Inhalation Exposure Route Remediation Objectives Using the IEPA. Modified Implementation of the Modified J&E Model "Dirt .Floor at Slab Grade" ►s`eenario Foil Gas Contamination Groundwater Contamination Residential Industriall`ommereial Residential IndustriallC'ommereial Benzene 0.13 m m3 0.48 m m3 0.098 m IL 0.37 mgl Eth lbenzene 0.47 M M3 1.8 n Irn3 0.35 m L 1.3 m fL Naphthalene 0.044 m m3 0.16 m Im3 0.055 mg& 0.21 mgl Toluene 2,200 m Im3 6,800 m Im3 530 m L 530 m L Total Xylenes 51 m m3 160 m m3 26 m 83 m L MTBE 1 1,300 m Im3 4,100 m Im3 1,500 m 4,900 m L As expected, each of the SGRGs and GROs are below those in 35 IAC 742, .Appendix B, Table H. These lower SGRGs and GROs would be expected since soil gas concentrations are not further attenuated passing across a building concrete slab or basement floor as is the case for the Table H SGR.Gs. A. comparison of the laboratory analytical results for site's groundwater monitoring wells to the calculated Tier 3 residential Indoor Inhalation Exposure Route GROs yielded the following: IEPA TACO B2 MW-1 MW-1 Tier 3 Indoor Inhalation Exposure Route (GW) Groundwater R.emediation Objectives Dirt .Floor at Flab Grade Residential Groundwater Contamination Date of Sample Collection: 03/03/1.5 03/27/15 06/18/24 Volatile organics (8260B) Contaminants of Concern: Units Rep. Limit Benzene m IL Varies 0.0713 0.0312 0.0487 0.098 Toluene mglL Varies < 0.0050 0.0055 0.0066 0530 Eth lbenzene mglL Varies < 0.0050 0.0079 0.0168 0.35 Total xylenes mglL Varies 0.0062 0.0172 0.0398 26 MTBE mglL Varies 0.0829 c 0.0050 0.0036 1,500 Naphthalene I mglL Varies c 0.010 c 0.010 1 0.00554 0.055 IEPA TACO MW-2 MW-3 MW^5 Tier 3 Indoor Inhalation Exposure Route Groundwater Remediation Objectives Dirt .Floor at Slab Grade Residential Groundwater Contamination Date of Sample Collection: 03I27115 03/27/15 03/27/1.5 Volatile organics (8260B) Contaminants of Concern: Units Rep. Limit Benzene mg! Varies < 0.0050 c 0.0050 < 0.0050 0.098 Toluene mglL Varies c 0.0050 c 0.0050 < 0.0050 0530 Et h lbenzene mglL Varies < 0.0050 < 0.0050 < 0.0050 0.35 Total Xylenes m Varies c 0.0050 < 0.0050 < 0.0050 26 MTBE mglL Varies c 0.0050 c 0.0050 < 0.0050 19500 Na hthalene 1 mglL Varies < 0.010 < 0.010 < 0.010 0.055 mw_6 --__ IEPA. TACO Tier 3 Indoor Inhalation Exposure Route Groundwater Remediation Objectives Dirt Floor at Slab Grade .residential Groundwater Contamination Date of Sample Collection: 06/18/24 .�___ ____ Volatile Organics (8260I3) Contaminants of Concern: Units lie . Limit Benzene m IL Varies < 0.0005 ---- ---- 0.098 Toluene mglL Varies c 0.0020 _--- ---- 0530 Eth lbenzene mg/L Varies c 0.0020 ---_ __-_ 0.35 Total Nylenes mglL Varies < 0.0040 _--- _..__ 26 MTBE mglL Varies 0.0042 -__- ____ 1,500 Na hthalene mg/L Varies < 0.000400 ____ ____ 0.055 Given that the laboratory analytical results of the groundwater samples collected beneath the subject site property do not exceed the calculated residential Tier 3 residential GRGs developed with the LDN Model modification of the Modified J&E Model, using the IEPA OTA specified input parameters, the Indoor Inhalation Exposure Route is excluded and no institutional controls will be required to address the Indoor Inhalation Exposure Route on the subject site property. References Illinois Administrative Code (IAC), 2013. Title 35 : Environmental Protection, Subtitle G : waste Disposal, Chapter I: Pollution Control Board, Subchapter f: Risk. Based Cleanup objectives, Part 742, Tiered Approach to Corrective Action Objectives. Illinois Environmental Protection Agency, 2024. Toxicity Values for Tier 2 and Tier 3 Calculation Excel spreadsheet (updates through June 2024). https://epa.illinois.gov/topics/cleanup-programs/taco.html Johnson, P.C., 2005. Identification of Application — Specific Critical Inputs for the 1991 Johnson and Ettinger Vapor Intrusion Algorithm.. Groundwater ..monitoring & Remediation, Vol. 25, No. 1, pages 63-78. Johnson, P.C. and R.A. Ettinger, 1991. Heuristic model for predicting the intrusion rate of contaminant vapors in buildings. Environmental Science and Technology, Vol. 25, No. 8, pages 1445-1452. Little, J.C., J.M. Daisey, and W.W. Nazaroff, 1992. Transport of subsurface contaminants into buildings: an exposure pathway for volatile organics. Environmental Science and Technology, Vol. 26, No. 11, pages 2058-2066. USEPA, 2021. EPA Spreadsheet for Modeling Subsurface Vapor Intrusion. https://www.epa.gov/vaporintrusion/epa-spreadsheet-modeling-subsurface-vapor-intrusion USEPA, 2024. Regional Screening Level (RSL) Resident Ambient Air Fable (TR—I E-06, THQ-1) November 2024. https:Hsemspub.epa.gov/work/HQ/40528 I .pdf 8 I YI Id, )l 1. 11" IIII 1111,IV po /It tafi"(,",�,, 11'� /rt 10, Benzene Site Name: Formula Automotive, Inc. Site City: Mount Prospect, IL Contaminant of Concern: Benzene CAS No.: 71-43-2 Exposure Scenario: Dirt Floor @ Slab Grade - Residential & Industrial/Commercial # of Soil Layers: 2 (soil layer 2 = capillary fringe) Values for Distance from Ground Surface to Top of Contamination, Impaction Type Dc"111= (ft) 13,11PIC (cm) Soil Gas Contamination 3.0' 91.44 cm Distancefton7 Ground Surface to Soil Gas Contam. (sg sainple depth, Site -Specific G-W Contain. 3.36' 102.4 cm Depth to Water -Bearing Unit (SaturatedlPhreatic Zone) A4'W-1 highest DTW = 3.36BTOC — ?. ??'bgs (don't have ground suiJace elevation) A4'W­6 highest DTW = 3.39BTOC = 3-83bgs (0. 44'difference between ground surface & top of casing) Value for Distance from Ground Surface to Bottom of Slab (LF) LF (ft) L,r,. (cm Site -Specific 0.328084' 10.0 cm. Dirt Floor @ Slab Grade Scenario Diffusivity in Air (D) 101 1088 cm 2/S TACO Appendix C, Table E Diffusivity in Water (D,0. 10(1 0 1(2 CM 2/s ) TACO Appendx C,Table E Henry's Law Constant (H'TS) 10. 1_1'40:0 @ the System Temperature IYC TACO Appendix C, Table E Unit Risk Factor (_URF) 0.0001010780 ([ig/rn 3 Y I IEPA Toxicity Values for Tier 2 and Tier 3 Calculations Solubility in Water (S) 1,8010 mg/L TACO Appendix C, Table E Soil Vapor Saturation Limit (C,sa') 4.20(010 mg/M-1 TACO Appendix A, Table K Modelinv, Results - Soil Gas Contamination Top of Soil Gas Sample @ 3.0'bgs J&EI Indoor Air Remediation Objective - Carcinogens 0.000312 mg/rni Residential J&E1 Indoor Air Remediation Objective - Carcinogens 0.000524 mg/m.' Industrial/Conunercial. J&E4 Soil (Itas Remediation, Ob w ec;five - Carcifl, ("W"fis J J 1 3E­101 111g,/IH3 R es ii dein, t lis, I J&E4 Sloil (.;ia's Rletnedia4:ern 011fec-five - Car(,­,,ingeen.s 4.8E­01 Soil Vapor Saturation (C,"') Check 420,000 rng/m' TACO Appendix A, Table K J&E7 Attenuation Factor 0.00244191 Residential J&E7 Attenuation. Factor 0.00109179 Industrial/Commercial M()deling, Results - Groundwater Contamination Site Specific 3.36'bgs J&EI Indoor Air emediation Objective - Carcinogens 0.000312 Mg/M3 Residential J&E I Indoor Air Remediation Objective - Carcinogens 0.000524 mg/in' Industrial./Commercial J&E4 Soil Gas Remediation Objective - Carcinogens 13.2 mg/m� Residential J&E4 Soil Gas Remediation Objective - Carcinogens 49.5 Mg/M3 Industrial/Cornmercial Soil Vapor Saturation (C,"t) Check 420,000 Ing/ml TACO Appendix A, Table K J&E7 Attenuation Factor 2.36689E-05 Residential J&E7 Attenuation Factor 1.0582E-05 Industrial/Commercial J&E6 Grouadwater R,lemic,d,,'�ta,�ti"I'lon,Obj'ec,t,ive mg/L J& E16 (-;round,,wa,te,,r Objit.,cUilve 3.7E-01 mg/L tiidiis,t,�ri,al/,C,omimelNeu ,ct,,"aI Water Solubility Check (S) Check 1,800 mpr/L TACO Amendix C, Table E J&E Equation Modeling Indoor Inhalation Exposure Route J&.E 1 - Equation for Derivation of Indoor Air Remediation Objective for Carcinogenic Contaminants, ROindoor air rm g !m3 Benzene R Oindoorair — TR •ATE • 365 days year ED * EF e URF e L000 -Pg Mg SYMBOL PARAMETER UNITS PARAMETER VALUES TR. Target Risk Dimensionless Residential 1 0-6 Industrial 1 Commercial 10-6 AT Averaging Time Year 70 for Carcino ens ED Exposure Duration Year Residential 30 Industrial 1 Commercial 25 EF Exposure Frequency Day/Year Residential 350 Industrial I Commercial 250 URF Unit Risk Factor :Benzene 0.0000078 Residential ROindoor air — 0.000311965512 mglm3 Indust/Commercial RO 0.000524102564 3 ROindoor air � 111g�n7 Cysat Exceedence Check (value of Indoor Air RO will change if Tier 2 Indoor Air RO is greater than Tier I Cvsat): Residi 40 fk . . . . . . . . . . . . . . . . . . . nd:CnrRO:.4 ..... 0: 0002. �� J&E4 - Equation for Derivation of Soil Gas Remediation Objective When the Mode of Contaminant Transport is Both Diffusion and Advection, ROs011 gas (mg/m3 _ ROsoil gas ROindoor air�"' a SYMBOL PARAMETER UNITS PARAMETER VALUES Indoor Air Residential 0.000311965812 R01ndoor air Remediation mglm3 Industrial 1 Commercial 0.000524102564 Objective Equation J&E 1 a Attenuation Factor unitless Equation J&E 7 Input Parameter' Values for ROsail g$s (mg/m3) Residential ROindoor air= 0.000311965812 mgfm3 u= 2.441913E-03 ROsoil gas— 0.127755 mg/m3 Industrial/Commercial ROindoor air= 0.000524102564 mglm3 a-- 1.091794E-03 ROsoil gas— 0.480038 mglm3 CVSat Exceedence Check (value of Soil Gas RO will change if Tier 2 Soil Gas RO is greater than Tier I C,sa): Soil Gas Contamination Page 2 of 10 vt f "I h VV u d IP V jlr,jr ,IIl, 0� Little, Daisey, and Nazaroff (1992) Equation 5, Steady State Form - Equation for Derivation of Dirt Floor AttenuatiOD Factor a (unitless) A, X Deff a T Qbl,tgx LT SYMBOL PARAMETER UNITS PARAMETER VALUES I)Teff Total Overall Effective cal 2 /s Equation J&E 9a Diffusion Coefficient AB Surface Area of Enclosed Space cm 2 Equation J&E 12b at or Below Grade Residential = 3,59 x 104 Qbuilding Building Ventilation Rate cill 3 /sec Industrial./Commercial = 3,15 x 105 Am endix C, Table M LDistance -from Bottom of Slab cm 152,4 or Site -,.Specific to Top of Contamination Appendix C, Table M Input Parameter Values for a (unitless) Residential D,refer — 6.864818E-03 CM2/S Qbuj1d1ng=-- 35,900 CM 3 /S AB= 1,,040.,000 cm 2 L-r= 81.4 cm . ..... ....... I0 ........... a= 2.44191 1 3E-03 Ind ustrial/Commere ial Dj,ef— 6.864818E-03 cnj 2 /S Qbuilding= 315,000 CMI/S A3= 4:'080,000 cm 2 81.4 cm 1.02-1-294E-W Soil Gas Contamination Page 3 of 10 JE Equation Modeling Indoor Inhalation Exposure Route J&E I. - Equation for Derivation of Indoor Air Remediation Objective for Carcinogenic Contaminants, ROidaor air (mg/m3 SYMBOL PARAMETER TR. Target Risk ays TRoAT, o365 _ R Oindoorair - year EDoEFo RFoL000 �� g UNITS PARAMETER VALUES Dimensionless Residential 10-6 Industrial 1 Commercial 10-6 AT Averaging Time Year 70 for Carcinogens ED Exposure Duration Year Residential 30 EF Exposure Frequency Day/Year Industrial 1 Commercial 25 Residential 350 Industrial 1 Commercial 250 URF Unit Risk Factor Benzene 0.0000078 Residential Raindoor are- = 0.000311965812 mg/M3 Indust/Commercial ROindoor air 0.000524102564 mg/m3 cVsat Exceedence Check (value of Indoor Air RO will change if Tier 2 Indoor Air RO is greater than Tier 1 C,s"): its ;F.000 . ..... ...... o J&E4 - Equation for Derivation of Soil Gas Remediation Objective When the Mode of Contaminant Transport is Both Diffusion and Advection, ROsoil gas (Mg/m) ROi�.daor air .��soit gas a SYMBOL PARAMETER. UNITS PARAMETER VALUES Indoor Air Residential 0.000311965812 ROM' door air Remediation mglm3 Industrial 1 Commercial 0.000524102564 Objective Equation J&E 1 a Attenuation Factor unitless Equation J&E 7 Input Parameter Values for R0, ,j1 g., (mg1m3) Groundwater'' Contamination - ►J ite- - —ecif c D SDZiYGC Page 4 of 10 Little, Daisey, and Nazaroff (1992) Equation 5, Steady State Form - Equation for Derivation of Dirt Floor Attenuation Factor a (unitless') ABXD eff a = T Qbldg X LT SYMBOL PARAMETER UNITS PARAMETER, VAJ,UES M. DTeff Total Overall Effective 111 2 /s Equation J&E 9a Diffision Coefficient C Residential � I X 106 AB Surface Area of Enclosed Space 2 bid 4,0 10 6 at or Below Grade U stri al/Commercial, = x Appendix C, Table M Residential = 3 5 9 x 10' Qbull dinn Building Ventilation Rate cm 3 /Sec Industri'al/CoiTunercial — 315 x, 105 Amendix C, Table M LT Distance from Bottom of Slab cm Site-,pecific to Top of Contamination Appendix C, Table M Groundwater Contamination - Site -Specific Dsource Page 5 of 10 ME Equation Modeling Indoor Inhalation Exposure Route Benzene J&E6 - Equation for Derivation of Groundwater Rernediation Objective When the Mode of Containinant Transport is Both Diffusion and Advection, ROgw(mg/L) SYMBOL PARAMETER UNITS ROgw — H 1 ROsoil gas L .- TS X 1000 M3 PARAMETER VALUES Soil Gas Residential 13.497911 RO50i] gas Remediation M& I m 3 Industrial / Commercial 50.718350 Objective Equation J&E 4 Dimensionless Henry's Law Constant Chemical -Specific HTS at the System (soil) unitless Benzene 0.134 Temperature 13°C TACO Appendix C, Table E Input Parameter Values for RO., (mg/L) Groundwater Contamination -Site-Specific Dsource Page 6 of 10 C? C? 110 . ... ......... �n �c 00 00 00 00 C� oc C! o iM CIO r:3 . ....... 7.. >QO � E E 7W w pm 6- CL 171 + VIR 14 00 y C tn a CA C7 v] 0 Ul cr LO .4 am 00 C� ON 00 kn kf) cq 96� It In Vol Q... .... !U J Alt W: vi r" ca O w ci cn tn u Q r,4 I- 1= C> m ji 7 4. . lw 44 a . .. ... .... . . 74. ..... .. . .. 'i U .. ........ rY Av. H At It.w. GT ...... .... VS � � :3 con J&E Equation Modeling Indoor Inhalation Exposure route J&E l l - Equation for Derivation of Effective Diffusion Coefficient for Each Soil Layer, D," (cm 2/s) ou,a D3.33 iet/(OW333 Deff = Di + (02,(HliS : 02,E SYMBOL PARAMETER UNITS PARAMETER VALUES Chemical -Specific D, Diffusivity in Air cm2!s Benzene 0.088 0.28 Air -Filled Porosity of 3 3 Appendix C, Table M a'i cm lcm Soil Layer i For Capillary Fringe 0. I OTT - .......... _..................... - - - ---- -------- - Total Porosity of 3 3 0.43 8T'i Soil Layer i cm 3/Cm A endix C. Table M Chemical- Specific DW Diffusivity in Water cm2is Benzene 0,0000102 ................ - .......... ---------------------------------- - - --- ----------- ---- --- --- - - - - - - -- - _ Henry's Law Constant Cheinical-Specific HITS a the System Temperature unitless Benzene 130C 0.134 0.15 Water -Filled Porosity of Soil 3 Ic1x 3 Appendix C, Table M �`�'' Layer i Cm For Capillary Fringe = 0.375 or 0.90• . Input Parameter Values for Derivation of Effective Diffusion Coefficient for Each Soil Layer, Die'f (cm21s) La er 1 ®a.i= 0.28 cm3lcm3 Di= 0.0880 CM21S 0XV ,= 0.15 cm3lcm3 DW= 0.0000102 CM21S ®TA= 0.43 cm3lcm3 H'TS= 0.13400 1 C: Layer 2 (Capillary Fringe 0a_2= 0.043 cm3lcm3 Di= 0.0880 cm21S OW12= 0.387 cm3lcm3 D" `= 0.0000102 cm21S 0T.2= 0.43 cm3lcm3 HITS= 0.13400 e. 8 . . . . . . . . . . . . . . . Page 8 of 10 J&E Equation Modeling Indoor Inhalation Exposure Route Benzene J&E 12b - Equation for Derivation of Surface Area of AB _ L W. ) +- + L Enclosed Space At or Beow Grade, AF'WB) B (cm } SYMBOL PARAMETER. UNITS PARAMETER. VALUES Residential = 1,000 LB Length of Building cm Indust./Comm. = 2,000 or Site -Specific in Tier 3 Appendix C, Table M Residential = 1,000 WB Width of Building Cm Indust./Comm. = 2,000 or Site -Specific in Tier 3 Appendix C, Table M Lr Distance from Ground cm Slab -on -Grade = 10 Surface to Bottom of Slab INPUT PARAMETERS FOR AB LB= 1,000 cm (Residential.) LB= 0 cm (Site -Specific) LB= 2,000 crag. (Industrial/Commercial) WB=0 cm (Site -Specific) WB= 1,000 cm (Residential) WB= 2,000 em (Industrial/Commercial) I,r= 10 cm (Slab -on -Grade) 1040 004.cm2 .. . .... ... i��........... �= 4 080 000 A937777 $ j Page 9 of 10 J&E Equation Modeling Indoor Inhalation Exposure Route J&E 13 - Equation for Derivation of Building Ventilation Rate, Qbid, (CM'/s) SYMBOL PARAMETER bd9 �= �LB - WB - HB - ER 3600sec hr UNITS PARAMETER VALUES Residential = 1,000 LB Length of Building cm Indust./Comm. = 2,000 or Site -Specific in Tier 3 Appendix C, Table M Residential = 1,000 WB Width of Building cm Indust./Comm. = 2,000 or Site -Specific in Tier 3 Appendix C, Table M Residential = 244 HB Height of Buildinga cm Indust./Comm. = 305 or Site-Specrf c in Tier 3 Appendix C, Table M Residential = 0.53 ER Air Exchange Rate exchanges per hour Indust./Comm. = 0.93 Appendix C, Table M INPUT PARAMETERS FOR AB LB= 1,000 cm (Residential) HB= 244 cm (Residential) LB= 2,000 cm (Industrial/Commercial) Ha= 305 cm (Industrial/Commercial) LB= 0 cm (Site -Specific) HB= 0 cm (Site -Specific) WB= 1,000 cm (Residential) ER= 0.53 cm (Residential) WB= 2,000 cm (Industrial/Commercial) ER= 0.93 crn (Industrial/Commercial) WB= 0 cm (Site -Specific) � ild � 40: fi........ .... % F, Eh ylbz+ne Site Name.- Formula Automotive, Inc. Site, City.- Mount Prospect, IL Contaminant of Concern: Ethylbenzene CAS No.: 100-41-4 Exposure Scenario: Dirt Floor @ Slab Grade - Residential & Industrial/Commercial 4 of Soil Layers: 2 (soil layer 2 = capillary fringe) 'Values for Distance from Ground Surface to Top of Contamination (Dsource) ........... . .... Impaction Type DIZIIIAIrCe, (ft) DQnJJr4I (Maj Soil Gas Contamination 3.0' 91.44 cm Distanceftoin Ground Surface to Soil Gas Contain. (sg sample depth, Site -Specific GW Contain, 3.36' 102.4 cm Depth to Water -Bearing Unit (,`aturatedlPhreatic Zone) W-] highest DTW = 3.36BTOC — ?. ??bgs (don't have ground surface elevation) MW-6 highest DTW — 3.39BTOC = 3.83'bgs (0. 44'difference between ground surface & top (. f casing) Value for Distance from Ground Surface to Bottom of Slab(LF) LL, (cm J Site -Specific 0.328084' 10.0 cm Dirt Floor (aD, Slab Grade Scenario Diffusivity in Air (Di) 0 1017 �5 cm 2/S TACO Appendix C, Table E Diffusivity in Water (D,) 0.(,K,)0,0078 eni 2/S TACO Appendix C, Table E Henry's Law Constant (H'TS) 0. 1164-00 @ the System Temperature 130C TACO Appendix C, Table E � Unit Risk Factor (_URF) 10.0000,02.5,10 ([1g/m"`)-I 1EPA Toxicity Values for Tier 2 and Tier 3 Calculations Solubility in Water (S) 1'71() mg/L TACO Appendix C, Table E Soil Vapor Saturation Limit (C,"') mg/m TACO Appendix A, Table K . ......... JModelta,, Results -IIII Gas Containination ................ .. J........................ &E1 Indoor Air Remediation Objective - Carcinogens J&E I Indoor Air Remediation Objective - Carcinogens IT, J&E4 So,il Gas Reme * tbioni, 0,',,b V, - "I'aUrcit'loge"s J&E4 soil Cw'as Rtme t'*t"i n oln"C"Ic.,tw"t I- Cai mogens Soil Vapor Saturation IJ&E7 Attenuation Factor J&E7 Attenuation Factor Modelinv Results - Groundwater Contamination ............ J&E1 Indoor Air Reniediation Objective - Carcinogens J&E1 Indoor Air Remediation Objective - Carcinogens J&E4 Soil Gas Remediation Objective - Carcinogens J&E4 Soil Gas Remediation Objective - Carcinogens Soil Vapor Saturation J&E7 Attenuation Fact J&E7 Attenuation Factl J&E6 Groundwater Remetilialt, ott 0b,lective J&E6 Gro, unCif water Remkiliatlion eaiive Water Solubilitv Check (S) Check I of 1: 296 1 N1 . . . III�. . . . . . . . . . . . . . . . . . . . . �� ����, I�� UII IhIMII ��i� ��,�I « Ind ustrial/Comen ercial. Re,sidential TACO Appendix A, Table K Residential Site Specific 3.36'bgs 0.000973 mg/m' Residential 0. 0 0 16 35 mg/m' Industrial/Commercial 5 6.8 mg/m_1 Residential 213.3 mg/m Industrial/Commercial 591000 mg/ni-) TACO Appendix A., Table K I .71443E-05 Residential 7.6653E-06 Industrial/Commercial 3.5E,4)l ing/L Retsident"I'lal 13E+010 nqcF1, mv 1.7 0 mar / L TACO Atmendix C. Table E KEWM J&E Equation Modeling Indoor Inhalation Exposure Route J&E 1 - Equation for Derivation of Indoor Air Remediation Objective for Carcinogenic Contaminants, ROindoor air (mg/3 -V7.a -VN -LtuviDe nzelle R Oindo ora dr TR •ATE • 365 days year ED EF URA e L000 g SYMBOL PARAMETER UNITS PARAMETER VALUES TR Target Risk Dimensionless Residential I0-66 Industrial / Commercial 10- AT Averaging Time Year 70 C for Carcinogens .Residential 30 EI) Exposure Duration Year Industrial 1 Commercial 25 EF Exposure Frequency Day/Year Residential 350 Industrial 1 Commercial 250 URF Unit Risk Factor G g/M)-1 Ethylbenzene 0.0000025 Residential ROM., air — 0.000973333333 mg/m3 Indust/Com.mercial ROindoor air = 0.001 G3 5200000 mg/m3 CV Vsat Exceedence Check (value of Indoor Air RO will change if Tier 2 Indoor Air RO is greater than Tier 1 CVsat �: R Aftntia.1 Ro i o s 0 0 3 J&E4 - Equation for Derivation of Soil Gas R.emediation Objective When the Mode of Contaminant Transport is Both Diffusion and Advection, ROsoil gas (rng/m _ ROindoorair gas �"' a SYMBOL PARAMETER UNITS PARAMETER VALUES Indoor Air Residential 0.000973333333 ROindoor air Rem.ediation mglmIndustrial 1 Commercial 0.001635200000 0b'ective E uation J&E I a Attenuation Factor unitless Equation J&E 7 Input Parameter Values for ROsoti gas (mg/m3) Residential ROindoor air 0.000973333333 mglm3 a= 2.081115E-03 ROsoil gas 0.467698 mg/m3 Industrial/Commercial ROindoor air 0.001635200000 mgtm3 a 9.304797E-04 ROsoil gas— 1.757373 mg/m3 CVsat Exceedence Check (value of Soil Gas RO will change if Tier 2 Soil Gas RO is greater than Tier l CVsat): Soil Gas Contamination Page 2 of'10 )l 'N, C IIJJ�11` "N" III III N Ilia Vllll 1[dllCd III � �j PW it IiJJJI i� III, Little, Daisey, and Nazaroff (1992) Equation. 5, Steady State Form - Equation for Derivation of Dirt Floor Attenuation Factor a (unitless) A, x D eff a Qbldg X LT SYMBOL PARAMETER UNITS PARAMETER VALUES DTeff Total Overall Effective cm I /s Equation J&E 9a. Diff-usion Coefficient AB Sur -face Area, of Enclosed Space cm 2 Equation J&E 12b at or Below Grade Residential =-- 3.59 x 104 QIbudding Building Ventilation Rate cM3/sec Ind u strial/Corriniercial = 3 15 x 10'5 Ap endix C, Table M L,j� Distance from Bottom of Slab cm 152 4 or ,Site -Specific to Top of Contamination Appendix C, Table M Input Parameter Values for a (unitless) Residential DTe'ff= 5.850528E-03 cm 2 /S Qbudding= 3 5, goo m3/sC AB=I,040,00a C1111 LT= 8 1- 4 c ni 2.081115E-03 Industrial/Commercial DTeff = 5.850528E-03 cnl'/s Qbuflaig= 315,004 cm'/s AB= 4!00�o0o CM 2 I -IT = 81.4 cm . . . . . .............................. . ....... . ..... . ...... ------ - ----- . ...... 0 A a V.304 V . . . . ........... . ........ ... ................... .. ............................. . ... . Soil Gas Contamination Page 3 of 10 JE Equation Modeling Indoor Inhalation Exposure Route J&E I - Equation for Derivation of Indoor Air days T'R * A T * 3 65 Remediation Objective for ear Carcinogenic Contaminants, _ � ,indoorair. OIndaor air ( g/ � E.EJ EF V RF 19000 Mg SYMBOL PARAMETER UNITS PARAMETER. VALUES Residential 1 o-66 TR Target Risk Dimensionless Industrial 1 Commercial 10- AT Averaging Time Year 70 for Carcinogens... Residential 30 ED Exposure Duration Year Industrial 1 Commercial 25 Residential 350 EF Exposure Frequency Day/Year Industrial 1 Commercial 250 URF Unit Risk Factor (µglm3)-1 Ethylbenzene 0.0000025 J&E4 - Equation for Derivation of Soil Gas Remediation Objective _ R Oindo or air When the Mode of Contaminant Transport R oso i t gas is Both Diffusion and Advection, ROS011 gas (Mglm 3} SYMBOL PARAMETER UNITS PARAMETER VALUES Indoor Air Residential 0.000973333333 RO;ndnaz air Remediation mglm3 Industrial 1 Commercial 0.00I 635200000 Ob' ective E uation J&E I a Attenuation Factor unitless E uation J&E 7 Input Parameter Values for R0,,j1gas (mg/ln) Groundwater Contamination - Site -Specific D source 'age 4 of 10 A0 I�� j"i4" to '/7"rNt S", I i it, III III, '1 4, 1 Little, Daisey, and Nazaroff (1992) Equation 5, Steady State Form - Equation for Derivation of Dirt Floor Attenuation Factor a (uni less) AB xD 'Of f CrT Qb1dg X LT S YMBOL PARAMETER UNITS IJARAMETER VALUES ITT Total Overall Effective 01"I'l 1) /s Equation AE 9a Diffusion Coefficient Residential = I x 106 AB Surface Area of Enclosed Space On 2 Industrial/Commercial = 4,0 x 106 a( or Below Grade Apoendix C, Table M Residential = 3 59 x 104 Qbuilding Buildiig Ventilation Rate cm, /sec hidUstrial/Cominercial = 3,15 x 10 Appendix C, Table.M LT Distance from Bottoin of Slab crn Site-Specrfic to Top of Contamination Appendix C, Table M Input Parameter Values for a (unitiess) 11 P v, 1* d P n tj* n I D e'ff= 5.469049E-05 cm 2 /S Qbui [ding 35,900 C111 3 /S T AEA;= 1,110401i 000 CM2 1-,T= 92.4 cill 1.714425E—I05.1. Ind ustHal/Commercial DTefL- 5.469049EA5 CM 2 /S Q11building,= 315,000 CMI/S 2 As— 4,080,,000 cn, LT= 92.4 cm . .......... nw '­_ _J 7.665303h'-06 e 'I ............. .............. . ............. Groundwater Contamination - Site -Specific Dsource Page 5 of 10 J&E Equation Modeling Indoor Inhalation Exposure Route -, -4 7 -11 1r_J LIl i 1�I1Gil J&E6 - Equation for Derivation of Groundwater Remediation Objective When the Mode of Contaminant Transport is Both Diffusion and A.dvection, ROg (mg/L) SYMBOL PARAMETER UNITS ROsoit gas TS i 'i PARAMETER VALUES Soil Gas Residential 57.935431 ROSOil gas Remediation mgJ I m 3 Industrial 1 Commercial 217.692167 Objective Equation J&E 4 Dimensionless Chemical -Specific H'Ts Henry's Law Constant unitless Ethylbenzene 4.164 at the System (soil) TACO Appendix C, Table �' Temperature 13°C Input Parameter Values for Roy,,, (mg/L) Groundwater Contamination -Site-Specific Dsource Page 6 of 10 �, 'ter � � � :.7 � � � ' 41-- 4 a.2 C> a c? 91 w w uj w csW Go 00 00 C__4 N N r- I— r- 110 tz; 43 0 L) U ... 14. U u 5 ON N 00 0 JW.5. ZV 00 oc 4 C-i 011 r Ln 411 ci r_� r_� ILI AX ect ..... ..... ... . .... ....... ...... ....... . ........ . .... .. O ... .... ... . cl LL. ... .......... ;Tw o os fn C .0 ­40 ..... .... ... .... ....... .... 160 ....... .4n. ... .... zz.... C4.1 Vj .... . . .. . . .. -0 45 Lpr) C4 C U . . . . . . J&E Equation Modeling Indoor Inhalation Exposure Route J&E I I - Equation for Derivation of Effective Diffusion Coefficient for Each Soil Layer, Die' (cm 2/s) 03.33 03.33 De f f _ aj W w,f D -192 )�02 T, H i� Tj SYMBOL PARAMETER UNITS PARAMETER. VALUES Chemical -Specific Di Diffusivity in Air emIls Ethylbenzene 0.075 0.28 9 Air -Filled Porosity of Appendix C Table M a,i Soil Layer i cm Icrr� APP > For Capillary Fringe = 0.1 OTT Total Porosity of 3Icm 3 0.43 ��°' Soil Layer i cm A22endix C Table M Chemical -Specific Dw Diffusivity in Water em`ls Ethylbenzene 0.0000078 Henry's Law Constant Chemical -Specific H'Ts @ the System Temperature unitless Ethylbenzene 130C 0.164 0.15 Water -Filled Porosity of Soil �`�' 3 Appendix C, Table M cm lcm Layer 1 For Capillary Fringe = 0.375 or 0.90 Input Parameter Values for Derivation of Effective ]Diffusion Coefficient for Each Soil Layer, D,eff (CM2/s) Layer 1 Layer 2 jCapillan.Frin e 0a,2— 0.043 cm'/cm' Di= 0.0750 CM2/S Ow,2= 0.387 cm'/cm' Dw= 0.0000078 cm21s OT_2= 0.43 cm31cm3 H TS 0.16400 D,"L 2.231670E....... -OS cm2/s Page 8 of 10 J&E Equation Modeling Indoolr Inhalation Exposure Route '371 r-j ul lvelizene J&EI2b - Equation for Derivation of Surface Area of A L • i1�I ll -�- rr2 • L • L l �- 2 • L • WB) � B �'"" C B Bl l F B J � F Enclosed Space At or Below Grade, AB (cm } SYMBOL PARAMETER UNITS PARAMETER. VALUES Residential = 1,000 Indust./Comm. = 2,000 L13 Length of Building cm or �ite-Specific in Der 3 Appendix C, Table M Residential = 1,000 lndust.IComrn. = 2,444 W Width of Building cm or {Site -Specific in Tier 3 Appendix C, Table M LF Distance from Ground cm Slab -on -Grade = 10 Surface to Bottom of Slab INPUT PARAMETERS FOR AB LB= 1,000 cm (Residential) LB= 0 cm (Site Specific) LB= 2,000 cm (Industrial/Commercial) WB= 0 cm (Site -Specific) WB= 1,000 cm (Residential) WB= 2,000 cm (Industrial/Commercial) LF== 10 cm (S lab -on -Grade) A�� 1040 000 C. �tsid�tfi�1 A 080 000 cmz(Iiidiist C.64�: m�, Page 9 of 10 J&E Equation Modeling Indoor Inhalation Exposure Route Ethylbenzene J&E l 3 - Equation for Derivation of Building Ventilation Rate, Qblag (CM 3/S) SYMBOL PARAMETER UNITS Qiadg 3600 sec r PARAMETER VALUES Residential = 1,000 LB Length of Building cm Indust./Comm. = 2,000 or Site -Specific in Tier 3 Appendix C, Table M Residential = 1,000 WB Width of Building cm Indust./Comm. = 2,000 or Site -Specific in Tier 3 .appendix C, Table M Residential = 244 HB Height of Building cm Indust.IComrn. = 305 or Site -Specific in Der 3 Appendix C, Table M Residential = 0.53 ER Air Exchange Rate exchanges per hour Indust./Comm. = 0.93 Appendix C, Table M INPUT ]PARAMETERS FOR An LB= I ,000 can (Residential) LB= 2,000 cm (Industrial/Commercial) LB= 0 cm (Site -Specific) WB= I,000 cm (Residential) WB= 2,000 cm (Industrial/Commercial) WB= 0 cm (Site -Specific) Ha= 244 cm (Residential) HB= 305 cm (Industrial/Commercial) HB= 0 cm (Site -Specific) ER= 0.53 cm (Residential) ER= 0.93 cm (Industrial/Commercial) e 7J n' 3590 ng 5:11.� 0:9 �ew...h (:bd. C M.) ..... ....:. _Residend-a" 3 mme Ci Qb NIA . ... ...... t� 19 d tdivc al .4W. 1) . uso: 71 Page 10 of 10 I II 1 11 , Ir' P ) �111 0 , jr I n III", if 1� Naphthalene I �� � �� Site Name: Formula Automotive, Inc. Site City: Mount Prospect, IL Contaminant of Concern-. Naphthalene CAS No.: 91-20-3 Exposure Scenario: Dirt Floor @ Slab Grade - Residential & Industrial/Commercial. 4 of Soil Layers.- 2 (soil layer 2 = capillary fringe) Values for Distance from Ground Surface to Top of Contamination (Dsource) Impaction Type DQ041rQQ (ft) D,"", (cm) Soil Gas Contamination 3.0' 91.44 cm Distanceftoin. Ground Sur face to Soil Gas Contam. (sg sample depth, Site -Specific CAW Conlam. 3.36' 102.4 cm Depth to Water -Bearing Unit (SaturatedlPhreatic Zone) AIW­ I highest DTW = 3.3 6'BTOC = 21 bgs (don't have ground suiJace elevation) IvfW-6 highest DTW — 3.39f BTOC = 3.83bgs (0. 44'difference between ground surface & top of casing) Value for Distance from Ground Surface to Bottom of Slab (LF) Ly, (ft) Ll,, (cm) Site -Specific 0.328084' 10.0 cm Dirt Floor @ Slab Grade Scenario I Diffusivity in. Air (Di) 10.1059 cm 2/S TACO Appendix C, Table E Diffusivity in Water (D,) 0.()101010()75 Cm 2 /s TACO Appendix C, Table E Henry's Law Constant (H"rs) (),01('_'$8,29 @ the System Temperature IYC TACO Appendix C,'rable E Unit Risk Factor (URF) 10-010100"_34:010 (og/M.3)-1 ILIA Toxicity Values for Tier 2 and Tier 3 Calculations Solubility in Water (S) I mg/L TACO Appendix C, Table E Soil Vapor Saturation Limit (C,a) 6 0 m g /M 3 TACO Appendix A, Table K Modeling Results - Soil Gas Contamination Top of Soil Gas Sample 3.0'bgs J&E I Indoor Air Remediation Objective - Carcinogens 0.000072 mg/ml) Residential J&EI Indoor Air Remediation Objective - Carcinogens 0.000120 mg/rn' Industrial/Commercial J&E4 Soil Gras Ilentediat"' rt 0 Jedi"Nut - Cas rct lo, gien �s 4.4E­16r 02 J&E4 Soil GasRemtd[a Iori Mle-Carcions 1.6E-101 g/ nit,1 r talj Soil Vapor Saturation (Cv") Check I 620 mg/m' TACO Appendix. A, Table K J&E7 Attenuation Factor 0.001.64016 Residential I,J&E7 OWN - ------- Attenuation Factor RIO I 0.00073332 Industrial/Commercial Modeling Results - Groundwater Contamination Site Specific 3.36'bgs MEI Indoor Air Remediation Objective - Carcinogens 0.000072 mg/m.) Residential J&EI Indoor Air Remediation Objective - Carcinogens 0.000120 mg/m' Industrial/Commercial J&E4 Soil Gas Remediation Objective - Carcinogens 0.5 mg/m' Residential J&E4 Soil Gas Remediation Objective - Carcinogens 1.7 mg/,ni Industrial/Commercial Soil Vapor Saturation (Cv"',) Check 620 ing/m.) TACO Appendix A, Table K J&E7 Attenuation Factor 1.56358E-04 Residential J&E7 Attenuation Factor 6.9909E-05 Industrial/Commercial 4& E6 Groursd,wat/,,.,e,,,,r Remediation 1014ective 55 '5 E­4 2 mio- r e% iiti a I J& E6 Groundw,ater, Remedilation ObJiecbve 2 1 E 101. mg,11, IndustrialIC"ommerIcial Water Solubility Check (S) Check 31 ma/L TACO Appendix C, Table E JE Equation Modeling Indoor Inhalation Exposure Route J&E I - Equation for Derivation of Indoor Air Remedi ation Objective for Carcinogenic Contaminants, ROindoor air (mglm3 "I& T 111 11 1 iNapninaiene ROindoorait — TR •ATE • 365 days year n9 EF *UR * LOW P9 Mg SYMBOL PARAMETER UNITS PARAMETER VALUES TR Target Risk Dimensionless Residential 1 0-s6 Industrial / Commercial 10- AT Averaging Time Year 70 C for Carcinogens Residential 30 ED Exposure Duration Year Industrial 1 Commercia. ..... .........l 25. ..... .... EF Exposure Frequency Day/Year Residential 350 Industrial 1 Commercial 250 URF Unit Risk Factor Naphthalene 0.000034 Residential R01ndoor air 0.00007I 568627 rng/M3 Indust/Commercial ROindoor air = 0.000120235294 rng/m3 CVsat Exceedence Check (value of Indoor Air RO will change if Tier 2 Indoor Air RO is greater than Tier I Cv"t): :::: Rr J&E4 - Equation for Derivation of Soil Gas R.emediation Objective When the Mode of Contaminant Transport is Both Diffusion and Advection, ROSolI gas (Mg/m ) _ ROindoor air ��sai� gas�"' a SYMBOL PARAMETER UNITS PARAMETER VALUES Indoor Air Residential 0.000071568627 ROindoor air Remediation Mglm3 Industrial / Commercial 0.000120235294 Objective Equation J&E 1 a Attenuation Factor unitless Equation J&E 7 Input Parameter Values for lR0`oi1 gas (mg/m3) Soil Gas Contamination Page 2 of 10 11 ;+ kid 10/1 1 01 ;w 4 e 11 Irm 111110 Little, Daisey, and Nazaroff (1992) Equation 5, Steady State Form - Equation for Derivation of Dirt Floor Attenuation Factor a (unitless) A, x Doff T a Qbldg X LT SYMBOL PARAMETER UNITS PARAMETER VALUES D,Feff Total Overall Effective On 1) /s Equation J&E 9a, Diffitsion Coefficient AB Surface Area of Enclosed Space CIT12 Equation ME 12b at or Below Grade Residential = 3,59 x 104 Qbuildingy Building Ventilation Rate C1113/sec Industrial./Corninercial = 3,15 x 10 Appendix C, Table M LT Distance trom Bottom of Slab crn 152.4 or Site -Specrfic to Top of Contamination Appendix C, Table M Input Parameter Values for u (unitless) Residential Soil Gas Contamination J&E I - Equation for Derivation of Indoor Air Remediation Objective for Carcinogenic Contaminants, ROindoor air (mg/m3l SYMBOL PARAMETER J&E Equation Modeling Indoor Inhalation Exposure Route �T I J I I 1'1 apili.ualene dais rid o Qra it - year P9 EDeEFeURF* U00 Mg UNITS PARAMETER VALUES TR. Target Risk Dimensionless Residential i 0-6 Industrial 1 Commercial 10"6 AT Averaging Time Year 70 for Carcinogens ED Exposure Duration Year Residential 30 Industrial 1 Commercial 25 EF Exposure Frequency Day/Year Residential 350 Industrial 1 Commercia. ........ ............. .l 250 URF Unit Risk Factor (Vg1m3)-r Naphthalene 0.000034 Residential RGkndoor air _ 0.000071568627 mg/m3 Indust/Commercial ROindoor air _ 0.00012023 5294 mglm3 CVsat Exceedence Check (value of Indoor Air RO will change if Tier 2 Indoor Air RO is greater than Tier I C'sat): J&E4 - Equation for Derivation of Soil Gas Remediation Objective ROindoor air When the Mode of Contaminant Transport _ R Os o i i g a s is Both Diffusion and Advection, a ROsoil gas (mg/m SYMBOL PARAMETER UNITS PARAMETER VALUES Indoor Air Residential 0.000071568627 ROindoor air Remediation mglm3 Industrial 1 Commercial 0.000120235294 Objective Equation J&E I a Attenuation Factor unitless E uation J&E 7 Input Parameter Values for R4surl gas lmg/m31 Residential Industrial/Commercial ROindoor air-- 0.000071568627 mglm3 ROindoor air 0.000120235294 mglm3 a= 1.563 579E-04 a-_ 6.990861E-05 ROsoil gas 0.457723 rnglm3 RGsoil gas— 1.719892 mg/m3 CVsat Exceedence Check (value of Soil Gas RO will change if Tier 2 Soil Gas RO is greater than Tier I Cysat): Groundwater Contamination -- Site -Specific D source .gage 4 of 10 I i" 11"'I t t 64C Nauhthalene Little, Daisey, and Nazaroff (1992) Equation 5, Steady State Form. - Equation for Derivation of Dirt Floor Attenuation Factor a (unitless) AB xD oTff - QbIdg X LT SYMBOL PARAMETER UNITS PARAMETER VALUES DTeff Total Overall Effective cm 2 /s Equation :TEE 9a. Diffusion Coefficient Surface Area of Enclosed Space 2 Residential = 1. x 106 AB at or Below Grade cm fndustrikConmiercial 7--- 4 0 x 106 Appendix C, Table M Residential = 3.59 x 104 Qbullding Building Ventilation Rate CAM 3 /sec In dii strial/Con-u-nercial = 3.15 x 10 '. AMendix Cr Table M LT Distance from Bottom of Slab CHI Site -S]pecific to Top of Contarni-nation Appendix Cjable M Groundwater Contamination - Site-Specljlc Dsource Page 5 of 10 J&E Equation Modeling Indoor Inhalation Exposure Route IN a vntnalene J&E6 - Equation for Derivation of Groundwater Remediation Objective When the Mode of Contaminant Transport R O w is Both Diffusion and Advection, ROgW (mg/L) R Oso i l gas H1 1000 TS 3 i?'t SYMBOL PARAMETER UNITS PARAMETER VALUES Soil Gas Residential 0.566161 ROsoil gas Remediation mglm3 Industrial 1 Commercial 2.127349 Objective Equation J&E 4 Dimensionless Henry's Law Constant unitless Chemical -Specific HITS at the System (soil) Naphthalene 0.00829 Temperature 13 °C TACO Appendix C, Table E Input Parameter values for RO. (mg/L) Residential ROsail gas 0.457723 mglm3 H`TS=: 0.008 R.Ogw 0.055214 mg/. Industrial/Commercial Rasail gas 1.719892 mglm3 HITS= 0.008 R09W== 0.207466 mg/L Solubility (s) Exceedence Check (value of Groundwater RO will change if Tier 2 Groundwater RO is greater than Solubility in water): 77.777.7. � n 69w:::. .5: In�l�+�nrera R �I Groundwater Contamination -Site-Specific Dsource Page 6 of 10 is �r1 rid 0 C� iz 0 C) 0 00 0 0 C) .11 41 N it k 11 jz. E E 1§ 44 kr) Z: cn V) 0 C4 to �j V) Am. zi. . . . . . . . . . . � 00 oc � ONGZ Ma, W W'lvz <D m m 1D.- OD-- IS va. ..... .......... . ...... ... . ... . ....... . . VA . . . . . . . . . aP Aw 2 o 2 U3 CJ]d 0 C) . .. ....... . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . V) Ag lw on. 7m. .90 Aw w inO cn . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ON J&E Equation Modeling Indoor Inhalation. Exposure Route J&E 1 I -d Equation for Derivation of Effective e 01.i 3 (OW333 Diffusion. Coefficient for :each Soil Layer, er D•ff D� � -�- 2 0 Di (cm ls) Tj (HITS, T'i SYMBOL PARAMETER UNITS PARAMETER VALUES Chemical -Specific Di Diffusivity in Air cm2ls Naphthalene 0.059 0 Aix -Filled Porosity of 0.28 3 3 Appendix C, Table M cm pP �'� Soil Layer i For Capillary Fringe = 0. l OT i OT°' Total Porosity of 3 3 0.43 czn lczn Soil Layer i A endix C Table M Chemical -Specific Dom. Dif-usivity in Water cm'!s Naphthalene 0.0000075 Henry's Law Constant Chemical -Specific H'TS c@ the System Temperature unitless Naphthalene 13°C 0.00829 0.15 ®r°' Water -Filled Porosity of Soil cm 3Icm 3 Appendix C, Table M Layer i For Capillary Fringe = 0.375 or 0.90T i Input Parameter values for Derivation of Effective Diffusion Coefficient for Each Soil Layer, Dieff (cm2ls) La er 1 Oa.l= 0.28 cm31cm3 Di— 0.0590 cm'Is 0 = 0.15 CMI/cm3 D%V= 0.0000075 cmzls OT,1= 0.43 cm31cm3 H'TS= 0.00829 4. Layer 2 (Capillary Fringe) 9a,2= 0.043 cm31cm3 Di— 0.0590 cm2ls 8w,2— 0.387 cm31cm3 D«= 0.0000075 cm2ls OT2= 0.43 cm3lcm3 H'T5= 0.00829 1, lip 10 PPIEW11PI op""M .... ...... Page 8 of 10 J E Equation Modeling Indoor Inhalation Exposure Route 'lam T I AN I naputuaiene J&E 12b - Equation for Derivation of Surface .Area of A — (LB- • W$) � � $� -�- � � • LF' V� � l F B Enclosed Space At or Below Grade, .AB (cm 2 B} SYMBOL PARAMETER UNITS PARAMETER VALUES Residential = 1,000 LB Length of Building Indust./Comm.. = 2,000 cm or Site -Specific its Tier 3 Appendix C, Table M Residential = 1,000 WB Width of Building cm Indust./Comm. = 2,000 or Site -Specific in Tier 3 Appendix C, Table M L1. Distance from Ground cm Slab -on -Grade = 10 Surface to Bottom of Slab INPUT PARAMETERS FOR AB LB= 1,000 cm (Residential) LB= 0 cm (Site -Specific) LB= 2,000 cm (Industrial/Commercial) WB= 0 cm (Site -Specific) WB= 11,000 cm (Residential) WB= 2,000 cm (1ndustrial/Commercial) LF= 10 cm (Slab -on -Grade) A�= 1A.:40 cma d�n�ial 0 0:0. � = 41:080 U0Al 0 cm2 Tt�du�t�C�m. `. Page 9 of 10 J E Equation Modeling Indoor Inhalation Exposure Route I'N ilt1laieIle J&.E 13 - Equation for Derivation of Building _ LB - WB - HB - ER Ventilation Rate crn3ls Qb2dg�__3600sec Rate, Qbldg hr SYMBOL PARAMETER UNITS PARAMETER VALUES Residential = 1,000 LB Length of Building Indust./Comm. = 2,000 cm or Site -Specific in Tier 3 Appendix C, Table M Residential = 1,000 V`I$ Width of Building Indust./Comm. = 2,000 CM or Site -Specific in Tier 3 Appendix C, Table M Residential = 244 HB Height of Building CM Indust./Comm. = 305 or Site -Specific in Tier 3 Appendix C, Table M Residential = 0.53 ER Air Exchange Rate exchanges per hour Indust./Comm. = 0.93 Appendix C, Table M INPUT PARAMETERS FOR AB LB= 1,000 cm (Residential) HB= 244 cm (Residential) LB= 2,000 cm (Industrial/Commercial) HB= 305 cm (Industrial/Commercial) LB= 0 cm (Site -Specific) HB= 0 cm (Site -Specific) WB= 1,000 cm (Residential) ER= 0.53 cm (Residential) WB= 2,000 cm (Industrial/Commercial) ER= 0.93 cm (Industrial/Commercial) WB= 0 cm (Site -Specific) YOB­c Ilesikotiaf �...3. e. fe XIA� il. P t S I d il V. Page 10 of 10 J 1 II. 1 1 111 Il A. Jr, Toluene Site Name: Formula Automotive, Inc. Site City: Mount Prospect, IL Contaminant of Concern: Toluene CAS No.: 108-88-3 Exposure Scenario: Dirt Floor @ Slab Grade - Residential & Industrial/Commercial # of Soil Layers: 2 (soil layer 2 == capillary fringe) Impaction Type DQ`114=4111l� (ft) DQAJ4'rf-.- (cm) Soil Gas Contamination 3.0' 91.44 cm. Distance from, Ground Su.rface to Soil Gas Contain. (sg sainple depth, Site -Specific GW Contain. 3.36' 102.4 cm. Depth to Water -Bearing Unit (SaturatedlPhreatic Zone) MW-1 highest DTW = 3.36BTOC = ?. ??'bgs (dont have ground suiJace elevation) AIW-6 highest DTW = 3.39BTOC = 3.83'b4gs (0.44'dif ,ference between ground sur/ace & top oJ"casing) Value for Distance from Ground Surface to Bottom of Slab (LF) Lrlcm. ) Site -Specific 0.328084' 10.0 cm, Dirt Floor @ Slab Grade Scenario Contaminant of Concern erties Diffusivity in Air (Di) 0,,0870 cm 1� /s TACO Appendix C, Table E Diffusivity in Water (DJ 8.60E-06 cm. 2 /s TACO Appendix C, Table E Henry's Law Constant (H'TS) 10 . 14-19 (� the System Temperature IYC TACO Appendix C, Table E Reference Concentration (RJ'C) 5.1(i �Ig/rn 3 IEPA Toxicity Values for Tier 2 and Tier 3 Calculations Solubility in Water (S) 5. 0 mg/L TACO Appendix C, Table E Soil Vapor Saturation Limit (Cv"') 410.101010 mg/in 3 TACO Appendix A, Table K Mgdeling Results - Soil Gas Contamination Top of Soil Gas Sample g 3.0'bgs J&E2 Indoor Air Remediation Objective - Noncarcinogens 5.214286 mg/m- Residential J&E2 Indoor Air Rernediation Objective - Noncarcinogens 7.300000 Mg/M3 Industrial/Commercial. J&E4 a,„ - Noirjrcaarcin�le,as 2.2WE+03 ing/in-1 R zsi"Ideotial J&E4, � �ells Soil G'as Rtm,ediation Objectli'Vel - Non.warClln, 101','� 16.8E403 ing* -3 /"I toll�,dustn,al,i�fC,"'ommeirria,,I Soil Vapor Saturation (C,,al) Check 140,000 Mg/M3 TACO Appendix A, Table K J&E7 Attenuation Factor 0.0024141 Residential J&E7 Attenuation Factor 0.00107936 Industrial/Commercial Modehn, Results - Groundwater Contamination Site Specific D,,,,,,, 3.3 6' bgs J&E2 Indoor Air Rernediation Objective - Noncarcinogens 5.214286 mg/m, 3 Residential J&E2 Indoor Air Rernediation Objective - Noncarcinogens 7.300000 1.ng/M3 Industrial/Commercial ME4 Soil Gas Remediation Objective - Noncarcinogens 140, 000.0 Mg/M3 Residential J&E4 Soil Gas Remediation Objective - Noncarcinogens 140, 000.0 Mg/m3 Industrial/Commercial Soil Vapor Saturation (Cv") Check 1401 000 Mg/Ml 3 TACO Appendix A, Table K J&E7 Attenuation Factor 2.03332E-05 Residential J&E7 Attenuation Factor 9.0911 E-06 Industrial/Commercial It l Gromndwa,ter Remeldi'ation (.),�,Jectiive l 3 E +0 mg/l, R-esidleinstital 1 /t, In dust al ­6 Grouudwatelr ,5 '. 3 E -1-022, ME rl I lun, Water Solubility Check (S) Check 530 m_r/l, TACO Avvendix C, Table E J&E Equation Modeling Indoor Inhalation Exposure Route Toluene J&E2 - Equation for Derivation of Indoor Air Remediation Objective for T o AT,,, e 365 year dads � � * C Noncarclnogenlc Contaminants, R o . ROindoor air (mglm ) tndovrair �� �.�. SYMBOL PARAMETER UNITS PARAMETER VALUES Target Hazard Residential I TI-JQ Dimensionless Quotient Industrial 1 Commercial I Averaging Time Residential 30 AT '� Year for Noncarcinogens Industrial l Commercial 25 Residential 30 ED Exposure Duration Year Industrial 1 Commercial 25 Residential 350 EF Exposure Frequency Day/Year Industrial 1 Commercial 250 R.fC Reference µglm3 Toluene 5.0 Concentration J&E4 - Equation for Derivation of Soil Gas Remediation Objective ROindoor air When the Mode of Contaminant Transport R Oso i i gas is both Diffusion and Advection, ROsoii (mglm3) gas SYMBOL PARAMETER UNITS PARAMETER VALUES Indoor Air Residential 5.214285714286 ROM -door arr Remediation rnglm3 Industrial 1 Commercial 7.300000000000 ON ective Equation J&E I a Attenuation Factor unitless Equation J&E 7 Input Parameter Values for ROSoit,,,s (mg/m-) Residential Industrial/Commercial RO . 214 5 42 m m3 indoor sir RO — '' o m m3 indoor air a— :1413E-3 a= 04�-3 ROsoxl gas 2159.926939 Mglm3 ROSozl gas= 6763.264591 mg/m3 CVSat Exceedence Check (value of Soil Gas RO will change if Tier 2 Soil Gas RO is greater than Tier 1. Cv,at): Residential ROsoil gas = 2.2E+0 rn 1m3 Indust/Commercial RO,,il gas = 6.5E+03 m f m3 Soil Gas Contamination Page 2 of 10 1 N, ""lip t"I I Iacl 11111 1 it � 4' 11, � i 111111, 11 '1[ P", 1111 ir 1� 1111, 1"y 1111 1 � 11 41" "ji i, , I II(It IF III )i f 11, d 1! 111 Little, Daisey, and Nazaroff (1992") Equation 5, Steady State Form - Equation. for Derivation of Dirt Floor Attenuation Factor a (unifless") A Dof a Qb1d, x LT SYMB01L, PARAMETER UNITS PARAMETER VALUES DTeff Total Overall Effective c in 2 /s Equation J&E 9a Diffusion Coefficient AB Surface Area of Enclosed Space CID 2 Equation J&E 12b at or Below Grade Residential = 3,59 x 104 QbUdding Building Ventilation Rate cm 3 /sec Industiial/Corninercial = 3,15 x 105 Appendix C, Table M LT Distance from Bottom of Slab C111 1524 or Site -SpeciJic to Top of Contaiublatioll Appendix C, Table M Input Parameter' Values for a (unitless) Residential Soil Gas Contamination Page 3 of 10 J&E Equation Modeling Indoor Inhalation Exposure Route Toluene J&E2 - Equation for Derivation of Indoor Air Rem.ediation Objective for T. e AT e 365 yeas year * R Noncarclnogenic Contaminants, RQindoora2ir -= ROindoor air (mg/m3) ED e EF SYMBOL PARAMETER UNITS PARAMETER VALUES Target Hazard Residential I TI--IQ Dimensionless Quotient Industrial 1 Commercial 1 AT `�� Averaging Time Year Residential 30 for Noncarcino ens g Industrial 1 Commercial 25 Residential 30 ED Exposure Duration Year Industrial 1 Commercial 25 Residential 350 EF Exposure Frequency Day/Year Industrial 1 Commercial 250 J&E4 - Equation for Derivation of Soil Gas Remediation Objective ROindoor air _ When the Mode of Contaminant Transport R Os o i l gas is Both Diffusion and Advection, ROsol (mg/m� 1 ' I has SYMBOL PARAMETER UNITS PARAMETER VALUES Indoor Air Residential 5.214285714286 R01ndoor air Remediation mglm3 Industrial I Commercial 7.300000000000 Objective Equation J&E I a Attenuation Factor unitless Equation J&E 7 Input Parameter Values for RO.Oil gas (mg/M3} Residential Industrial/Commercial ROindoor air 5.214285714286 mg/m3 ROindoor air— 7.300000000000 mglm3 a= 2.033325E-05 a= 9.091122E-06 ROsoil gas= 256441.342030 mglrn' RGsoil gas= 802981.1643 78 Mg/M vsat Exceedence Check (value of Soil Gas RO will change if Tier 2 Soil Gas RO is greater than Tier l Cvsat): CV indus ljerdil.RO Sol1.037 3. 0.0 Groundwater Contamination - Site -Specific D source .,gage 4 of 10 f z' )"III!, 1"r It n 0 44 Little, Daisey, and Nazaroff (1992) Equation 5, Steady State Form - Equation for Derivation of Dirt Floor Attenuation Factor a (unitless) eff AB Doff a-- Qbldg X LT SYMBOL PARAMETER UNITS PARAMETER VALUES I -NIIINNN"W"11100 DT01T Total Overall Effective CHI 2 Is EqUation J&F 9a Dtffijslon Coefficient Stuface Area of Enclosed Space 2 AB Residential = 1 x 10 6 6 at or Below Grade cm III dustrial/Commercial = 4,0 x 10 Appendix C, Table M Residential = 3,59 x 10" 3 Qbudding B(tilding 'Ventilation Rate cm /sec Industrial/Conimercial. — 3.15 x 105 ALpendix C, Table M LT Distance fi-oin. Bottom of Slab CID Site -Specific to Top of Contamination Appendix C, Table M Input Parameter Values for a (unitless) Residential ff D,I.e = 2 6.486345E-05 cm /S Qbuilding— 3 35,1,900 cm, /S Af3_ 1,*)040, 000 CM2 1-,T= 92.4 cm ....................................... 2.0I3I33I25:E-05 Industri'al/Commerdal DT eff= 6.486345E-05 Cl_n2/S Qbuilding= 315,000 cm 3 /S A8= 4,080,000 cni 2 LT= 92.4 cm 9A V911,122E-0161 Groundwater Contamination - Site-Specyic Dsource Pagae 5 of 10 J&E Equation Modeling Indoor Inhalation Exposure Route Toluene J&E6 - Equation for Derivation of Groundwater Remediation Objective When the Mode of Contaminant Transport is Both Diffusion and. Advection, ROgW (mg/L) SYMBOL PARAMETER UNITS ROsoit gas L Hr X 1000TS 3 PARAMETER VALUES Soil Gas Residential 1.40000.000000 ROsoil gas Remediation m&Im3 Industrial 1 Commercial 140000.000000 Objective Equation J&E 4 Dimensionless Henry's Law Constant Chemical -Specific HITS at the System (soil) unitless Toluene 0.149 Temperature 13°C TACO Appendix C, Table E Input Parameter Values for RO, (Mg/L) Groundwater Contamination -Site-Specific Dsource Page 6 of 10 ZZ ri . . . . . . . . ... EI > ❑ v W') kd'i kn O C 91 14� M'afl 11 ... jo 79. rm E E E -W lu Ck <D o :E 64 + Af.1 i4l. TA 'A vl� r cq 0 t 7".. Cd 0 es 0 Ln CJ CCU rz E 0 . . . . . . . ... ,p4 -It cs oc W) m m CN 140 % . . . . . . . . . . . . 00 F, 11 I*W LTI (ZI ctl LQ 0 0 Q 0 . . . . . . . . . . . 0 C/) vt <q O cn 0 bD cr ... ... . ... . ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . zoo . . . . . . 4 f) As. . . . . Cl . . . . . . . . . . . . .... .4f.... . . . . . . . . . . 4. O Ml J &E Equation Modeling Indoor Inhalation Exposure Route J&E I I - Equation for Derivation of Effective I�W ��,3.Diffusion Coefficient for Each Sail La er, e(0.1,11 D ff Ili+ TJ Die' (cm 2 /S) TS SYMBOL. PARAMETER UNITS PARAMETER VALUES Chemical -Specific Di Diftsivity in Air cm2/S Toluene 0.087 9 Air -Filled Porosity of a.1 0.28 3 Appendix C Table cm ]cm pp M Soil Layer i For Capillary Fringe = 0.18T,; Total Porosity of �T,i 3 ICm 3 0.43 Cm Soil Layer i Appendix C Table M Chemical -Specific Dw Diffusivity in Water cm'"Is Toluene 0.00000860 Henry's Law Constant Chemical -Specific HiTs cr the System Temperature unitless Toluene 130C 0.149 0.1 Water -Filled Porosity of Soil 3 3 Appendix C, Table M "'' Layer i c�nV f cm For Capillary Fringe = 0.375 or 0.90T j Input Parameter Values for Derivation of Effective Diffusion Coefficient for Each Soil Layer, Dieff (cm21s) Layer I 9aj= 0.28 cm'/cm' Di= 0.0870 CM2/S Ow,t= 0.15 cm31cm3 DW= 0.0000086 em2/s OT. = 0.43 cmI/CM3 HATS= 0.14900 ...:.....:..... :...::.:.:::.:: .:::..::...: :....:...:..R. 7. 6: 7 :�!:::...:.:. Layer Ca ilia Fringe) Oa,2v 0.043 cm31Cm3 Di= 0.0870 cm2ls Ow,2= 0.387 cm31Cm3 Dw= 0.0000086 Cm2ls OTI= 0.43 Cm3/CM3 H'TSv 0.14900 .. : � 7 : I.4r o ff Page 8 of 10 J&E Equation Modeling Indoor Inhalation Exposure Route Toluene J&E 12b - Equation for Derivation of Surface Area of • W 2 • LF • 2 • L • V� Enclosed Space At or Below Grade, AB (CM) SYMBOL PARAMETER UNITS PARAMETER VALUES Residential = 1,000 LB Length of Building cm Indust./Comm. -= 2,000 or Site -Specific in Tier 3 .Appendix C, Table M Residential = 1,000 Wn Width of Building ctn Indust./Comm. = 2,000 or Site -Specific in Der 3 Appendix C, Table M LF Distance from Ground cm Slab -on -Grade = 1.0 Stuface to Bottom of Slab INPUT PARAMETERS FOR AB LB= L000 cm (Residential) LB= 0 cm (Site -Specific) LB= 2,000 cm (Industrial/Commercial) WB= 0 cry (Site -Specific) WB= 1,000 cm (Residential) WB= 2,000 cm (Industrial/Commercial) Iar= 10 cm (Slab -on -Grade) s= 1040 000 cm2 R��es�+de t�a" 4 080 000 ci c Page 9 of 10 ,J&E Equation Modeling Indoor Inhalation Exposure Route J&E 13 - Equation for Derivation of Building Ventilation Rate, 'Qblag (CM 3IS) Qb1d9 = 3600sec hr SYMBOL PARAMETER 'UNITS PARAMETER VALUES Residential = 1,000 L13 Length of Building cm Indust./Comm- = 2,000 or Site -Specific in Per 3 Appendix C, Table M Residential = 1,000 W13 Width of Building cm Indust./Comm- = 2,000 or Site --Specific in Tier 3 Appendix C, Table M Residential = 244 1113 Height of Building cm Indust./Conun. = 305 or Site -Specific in Tier 3 Appendix C, Table M Residential = 0.53 ER Air Exchange Rate exchanges per hour Indust./Comm. = 0.93 Appendix C, Table M INPUT PARAMETERS FOR AB LB= 1,000 cm (Residential) HB= 244 cm (Residential) LB= 2,000 Cm (Industrial/Commercial) IIB= 305 cm (Industrial/Commercial) LB= 0 cm (Site -Specific) HB= 0 cm (Site -Specific) WB= 1,000 cm (Residential) ER= 0.53 cm (Residential) WB= 2,000 cm (Industrial/Commercial) ER= 0.93 cm (Industrial/Commercial) WB= 0 cm (Site -Specific) 9-0-0. JA C. RkgAenM.,-) ...: V:_ i b N.A t Page 10 of 10 dl A"' fl�t,'O N'ti Total Aylenes Site Name-, Formula Automotive, Inc. Site City: Mount Prospect, IL Contaminant of Concern: Total Xylenes CAS No.: 1330-20-7 Exposure Scenario: Dirt Floor @ Slab Grade - Residential & Industrial/Commercial 4 of Soil Layers: 2 (soil layer 2 = capillary fringe) Values for Distance from Ground Surface to Top of Contamination (Dsource) Impaction Type D,Qllrr-e (ft) DcrNlIgpe, (cm) Soil Gas Contamination 3.0' 91.44 cm Distanceftom Ground Su� face to Soil Gas Contain. (sg sample depth, Site -Specific GW Contam. 3.36' 102.4 cm Depth to Water -Bearing Unit (SaturatedlPhreatic Zone) MW-1 highest DTW = 3.36BTOC = ?. ??'bgs (don't have ground surface elevation) MW-6 highest DTW = 3.39'BTOC = 3.83'bgs (0. 44'dif ,ference between ground sutface & top of casing) 'Value for Distance from Ground Surface to Bottom of Slab (LF) L-F, (cm .J Site -Specific 0.328084' 10.0 cm Dirt Floor @ Slab Grade Scenario Contaminant of Concern -REgVernes Diffusivity in Air (Di) �O, 71'_3' 5 cm 2 /s TACO Appendix C, Table E Diffusivity in water} 9�?­E-06 ci 2 /s TACO Appendix C, Table E Henry's Law Constant (HITS) 0_271 @ the System Temperature 13'C TACO Appendix C, Table E Reference Concentration (RfC) 0.1 [Ig/M3 IPA Toxicity Values for Tier 2 and Tier 3 Calculations Solubility in Water (S) I 10 m cInr/L TACO Appendix C, Table E Soil Vapor Saturation Limit (C',a) 49,10100 mg/m 3 TACO Appendix A, Table K m Model Lin&Resu Its - Soil as Contamination Top of Soil Gas Sample @ 3.0'bgs J&E2 Indoor Air Remediation Objective - Noncarcinogens 0.104286 Mg/M3 Residential J&E2 Indoor Air Remediation Objective - Noncarcinogens 0.146000 Mg/n1,3 Industrial/Commercial J& E4 Soil 014ectil(re ­­ Noticarcinogens 55. -1 E ­0 1 1Fni or/tlf) I Rcvsiden'tial J&E4 iSoil 01',Jettivt -NNioncarcinag,",ens 1.16�E+02 unlgln,�L,�'"], 3 Soil Vapor Saturation (Cvsat) Check 49,000 mg/rn 3 TACO Appendix A, Table K J&E7 Attenuation Factor 0.00203945 Residential J&E7 Attenuation Factor 0.00091185 Industrial/Commercial �;Nwwwwww" W 0 OWN Modelina Results - Groundwater Contamination *F&- Site Specific D source 3.3 6' bgs J&E2 Indoor Air Remediation Objective - Noncarcinogens 0.104286 mg/m J, Residential J&E2 Indoor Air Remediation Objective - Noncareinogens 0.146000 Mg/M3 Industrial/Commercial J&E4 Soil Gas Remediation Objective - Noncareinogens 7, 141.6 mg/ni 3 Residential J&E4 Soil Gas Remediation Objective - Noncarcinogens 22,362.2 mg/m-' Industrial/Commercial Soil Vapor Saturation (C',a) Check 49,000 mg/m TACO Appendix A, Table K J&E7 Attenuation Factor 1.46025E-05 Residential J&E7 Attenuation Factor 6.5289E-06 Industrial/Commercial JGr%,),und,watjr,,,,r Relmedi,stionO,cfie 2.6+I igIRestdital J&U6 Groundwater Remediation Ob* 1,11ive jec &JE+0 I ma" Water Solubility Check (S) Check 110 ma/L TACO Anvendix C, Table E Page 1 of 10 J&E Equation Modeling Indoor Inhalation Exposure Route -t otai xyienes J&E2 - Equation for Derivation of Indoor Air days Remediation Objective for TQ ® AT,,, dear * 365 year � e C Noncarcinogenlc Contaminants, R -- Ra3 t�tdoarc�ir � �� �� indoor airrid. ri� SYMBOL PARAMETER UNITS PARAMETER VALUES ---------- Target Hazard Residential 1 THQ Dimensionless Quotient Industrial l Commercial 1 Averaging Time Residential 30 AT n� Year for Noncarcinogens Industrial 1 Commercial 25 Residential 30 EI] Exposure Duration Year Industrial 1 Commercial. 25 Residential 350 EF Exposure Frequency Day/Year Industrial 1 Commercial 250 RfC Reference µg/m' Total Xylenes 0.1 Concentration J&E4 - Equation for Derivation of Soil Gas Remediation Objective ROindoor air _ When the Mode of Contaminant Transport � Asoil gas �" is Both Diffusion and Advection, ROsoil gas (m$/m SYMBOL PARAMETER UNITS PARAMETER VALUES Indoor Air Residential 0.104285714286 Rdindoor air Remediation mglm' Industrial 1 Commercial 0.146000000000 Objective E uation J&E 1 a Attenuation Factor unitless Equation J&E 7 Input Parameter Values for RO,,,;l gas ifmgtm3 Residential Industrial/Commercial 5 Wm3 `mindoor air RQndoor air 0 m lm 3RO— o. - a— P 1 'l 04. ROsail gas ---- 51.134244 mglm ROsoil gas 154.113945 mg/m' CVsat Exceedence Check (value of Soil Gras RO will change if Tier 2 Soil Gas RO is greater than Tier 1 Csat): Residential ROsoil 5.1E+01 m /m,.3 gas Indust/Commercial ROsnii gas 1.6E+02 m m3 Soil Gas Contamination Page 2 of 10 to p o' o 1[1�' ]Ill, if 1�11' t Little, Daisey, and Nazaroff (1992) Equation 5, Steady State Form. - Equation for Derivation of Dirt Floor Attenuation Factor a (unities) A, x D eff a — T QbIdV X LT SYMBOL PARAMETER UNITS PARAMETER VALUES eff Total Overall Effective L,"T Diffusion Coefficient cm /s Equation, J&F 9a AB Surface Area of Enclosed Space 011 2 Equation J&E 12b at or Below Grade Residential = 3.59 x 10' Qbuildin- Building Ventilation Rate cm I /sec hidustrial/Commercial = 3 15 x 105 L�endix C, Table M Lj� Distance from Bottom of Slab Cm 152,4 or,�ite-,�peqfic to Top of Contamination Appendix C, Table M Soil as Contamination J&E2 - Equation for Derivation of Indoor Air Remediation Objective for Noncarcinogenic Contaminants, ROindoor air (mg/rn) J& E Equation Modeling Indoor Inhalation Exposure Route rim e 1 'W T 1 1 u t2ti HeN �R ®�� �365�a�'S �H� nc �yearf C R Oindoorair .D E. SYMBOL PARAMETER. UNITS PARAMETER VALUES THQ Target Hazard Dimensionless Residential i Quotient .Industrial / Commercial l A.I, Averaging Time Year Residential 30 nc for Noncarcinens o g Industrial 1 Commercial 25 ED Exposure Duration Year Residential 30 Industrial / Commercial 25 EF Exposure Frequency Day/Year Residential 350 Industrial l Commercial 250 R fC Reference µg/m3 Total Xylenes 0.1 Concentration Residential ROindoor air — 0.104285714286 mg/m3 Indust/Commercial ROindoor au — 0.146000000000 mg/m" CVsat Exceedence Check (value of Indoor Air RG will change if Tier 2 Indoor Air RG is greater than Tier I Cv"'): J&E4 - Equation for Derivation of Soil Gas Remediation Objective ROindoor air When the .Mode of Contaminant Transport R O5o i l gas = is Both Diffusion and Advection, ROsoil gas (mg/m SYMBOL .PARAMETER. UNITS PARAMETER VALUES Indoor Air Residential 0.104285714286 ROindoor air Remediation mg/m3 Industrial 1 Commercial 0.146000000000 Objective Equation J&E I a Attenuation Factor unitless Equation J&E 7 Input Parameter Values for RO�ti �(mglm3} Residential Industrial/Commercial ROindoor air 0.104285714286 mg/m3 ROindoor air 0.146000000000 mg/m3 a= 1.464252E-05 0e= 6.528876E--06 ROsoil gas 7141-626341 mg/M3 ROsoil gas— 22362.195540 mg/m' Cvsat Exceedence Check (value of Soil Gas RO will change if Tier 2 Soil Gas RG is greater than Tier I C„"'): He t R �74 - M rcial. Groundwater Contamination -- Site -Specific D sQurCe Wage 4 o� f 10 I" ji� e, tif e,,�r p%, I jIll, f Ir If'Ilia'0 il' Little, Daisey, and Nazaroff (1992) Equation 5, Steady State Form - Equation for Derivation of Dirt Floor Attenuation Factor a (unitless) AB D eTff Qbldg X LT SYMBOL PARAMETER UNITS PARAMETER VALUES DTeff Total Overall Effective cm 2 /s Equation J&E 9a Diffiision Coefficient Residential— I x 106 AB Surface Area of Enclosed Space cin, 2 industrial/Cornmercial = 4,0 x 10 6 at or Below Grade 11111111A.m . Aendix C, Table M Residential = 3,59 x 104 Qbuildijig Building Ventilation Rate cm:;/sec Industrial/Coimnercial — 3,15 x 105 Appendix C, 'fable M Lj Distance from Bottom of Slab cill Site-,'pecific to Top of Contamination Appendix C, Table M. Input Parameter Values for ct (unitless) W199MM, ff Gi-oundwater Contamination - Site-Specrfic Dsouive Page 5 of 10 JE Equation Modeling Indoor Inhalation Exposure Route 111�Y`'.rw• J&E6 - Equation for Derivation of Groundwater R.emediation Objective Aso ii gas When the Mode of Contaminant Transport � �gw is Both Diffusion and Advection R.O,«: L ITS 1 (mg/E) 3 SYMBOL PARAMETER UNITS PARAMETER VALUES Soil Gas Residential 7268.700463 ROSOH gas Remediation mglm3 Industrial 1 Commercial 22760.095995 Objective Equation J&E 4 Dimensionless Henry's Law Constant �Ts Chemical -Specific 1I unitless at the System (soil) Total �ylenes 0.271 Temperature 13°C TACO Appendix C, Fable E Input Parameter Values for RQ,,,, (mglL) ROS011 gas= 7141.626341 mglm3 H'Ts= 0.271 Industrial/Commercial ROSOH gas 22362.195540 mglm3 H'Ts= 0.271 Groundwater Contamination -Sate-Specific Dsource Page 6 of 10 7go ................................ 51 . . . . . . . . . . . Ln 41'� ull, 1= C, co ro) en to) m ON --bo in In E . . . ........ .. . ... . ... fj tn E to) rz a] E C> C> 0 —M 0- -J � c m z , M tl Z C7\ all VI)I 0 00 0 o U) E4 ;,, 's fo!; U 9 l ch 00 . . . . . . . . . . �L) 0 00 tn I-) V) E � E T. ad co- kr) Lf"I cq)ea v D,— LT4 �j it II fl I.J .. . .... .............. ................ .. ........... .......... ............. .... %d > O of 0 0 G v 3ti > .... .. ... ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Cl$ E g o. . . . . . . . . . . . . . . . . . . . . . .... t4— iA J&E Equation Modeling Indoor Inhalation Exposure Route rKI I 'Mr Is J&E I I. -- Equation for Derivation of Effective (03.31 D (OW333 .Diffusion Coefficient for Each Soil Layer, D e ff _ Di W � + � 0� Dieft �cr�.2 ls) 7',� � �"S' T`,a SYMBOL PARAMETER UNITS .PARAMETER VALUES Chemical -Specific DI Diffusivity in Air cm2/s Total Xylenes 0.074 Air -Filled Porosity of Oa,i 3 3 cm Icm 0.28 Appendix C, Table M Soil Layer 1 For Capillary Fringe = 0.1 O•r-; Total Porosity of 8T'' 3 , cm Icm 0.43 Soil Laver i A22endix C Table M Chemical -Specific Dw Diffusivity in Water cM2ls Total Xylenes 0.00000923 Henry's Law Constant Chemical -Specific H'TS r�7�r the System Temperature unitless Total Xylenes 130C 0.271 0.15 Water -Filled Porosity of Soil 3 3 cm Icm Appendix C, Table M "''� Layer i For Capillary Fringe = 0.375 or 0.98 Input Parameter Values for Derivation of Effective Diffusion. Coefficient for Each Soil Layer, Dieff (c m2ls) Lail 0.28 cm3lcmI Di= 0.0735 cm2ls owj= 0.15 cm'/cm' Dw= 0.00000923 cm2ls OT,1= 0.43 cm'/cm' H'TS 0,27100 1-5 3 ' Laker 2 (Capillary Fringe) Oa.2= 0.043 cm3lcm3 Di= 0.0735 cm.215 O .2= 0.387 cm3Icm3 Dom,= 0.00000923 cm2ls OT.2= 0.43 cmI/CM3 H'TS= 0.27100 4 Page 8 of 10 JE Equation Modeling Indoor Inhalation Exposure Route rwi .4 1 'W 7" Is it U tal 2%�lades J&E 12b - Equation for Derivation of Surface Area of . W 2 , LF - 2 v L ° V� Enclosed Space At r B r � B $ B p ❑ e ❑ Grade, AB �cna } SYMBOL PARAMETER UNITS PARAMETER VALUES Residential = 1,000 1,13 Length of Building cm Indust./Conan. = 2,000 or Site -Specific in Tier 3 Appendix C, Table M Residential = 1,000 WB Width of Building Cm Indust./Conun. = 2,000 or Site -Specific in Tier 3 Appendix C, Table M Distance from Ground L cm Slab -on -Grade = 10 Surface to Bottom of Slab INPUT PARAMETERS FOR. AB LB= 1,000 cm (Residential) LB= 0 can (Site -Specific) I,B= 2,000 cm (Industrial/Commercial) WB= 0 cm (Site -Specific) WB= 1,000 cm (Residential) WB.= 2,000 cm (Industrial/Commercial) LF= 14 cm (S lab -on -Grade) 0:40.600:. ii:(ReO��iai , 4 0:80 000 cal, �nc�.. ...... . . .... . .. .... Page 9 of 10 J.E Equation Modeling Indoor Inhalation Exposure Route Total Xylene.I.Q. J&E 13 - Equation for Derivation. of Building Ventilation Rate, Qbldg (Crn31S) SYMBOL PARAMETER UNITS LB•WB -HB - ER Qbtctg 3600sec hr PARAMETER VALUES Residential = 1,000 Lg Length of Building Indust./Comm. = 2,000 cm or Site -Specific in Der 3 Appendix C, Table M Residential = 1,000 WB Width of Building cm Indust./Comm. = 2,000 or Site -Specific in Der 3 Appendix C, Table M Residential = 244 HB Height of Building cm m Indust./Com. = 305 or Site -Specific in Tier 3 Appendix C. Table M Residential = 0.53 ER Air Exchange Rate exchanges per hour Indust./Comm. = 0.93 Appendix C, Table M INPUT PARAMETERS FOR. AB LB= 1,000 cm (Residential) HB.— 244 cm (Residential) LB= 2,000 cm (Industrial/Commercial) HB= 305 cm (Industrial/Commercial) LB= 0 cm (Site -Specific) HB= 0 cm (Site -Specific) WB= I,000 cm (Residential) ER= 0.53 cm (Residential) WB= 2,000 cm (Industrial/Commercial) ER= 0.93 cm (Industrial/Commercial) WB.— 0 cm (Site -Specific) 00 C.M.. us 5:000 3 d .0 I/C6 -mite rig -N.A Page 10 of 10 11 p, [ I �11 ' 1 " JI, 11II' 1 , 1�11� i Jill, 1, il�11, 114111 J1itJ J IN MTE Site Name: Formula Automotive, Inc. Site City: Mount Prospect,IL Contaminant of Concern: MT.BE CAS No.: 1634-04-4 Exposure Scenario: Dirt Floor Rm Slab Grade - Residential & Industrial/Commercial Z�� of Soil Layers: 2 (soil layer 2 = capillary fringe) Values for Distance from Ground Surface to Top of Contamination (Lose) Impaction Type D, (ft) D .044rce QfWrce (cm) Soil Gas Contamination 3.0' 91.44 cm Distance from Ground "reface to Soil Gas Contant. (sg saniple depth, Site -Specific GW Contain. 3.36' 1. 02.4 cm Depth to Water -Bearing Unit (SaturatedlPhreatic Zone) Alff- I highest DTW = 3.36BTOC — ?. ??'bgs (don't have ground suface elevation) A11W-6 highest DTW = 3.39BTOC — 3.83'bgs (0. 44'difftrence behveen ground surface & top of casing) Value for Distance from Ground Surface to Bottom of Slab (LF) Site -Specific 0.328084' 10.0 cm Dirt Floor @ Slab Grade Scenario Diffusivity in Air (Di) io'08,�519 cin 2 /s TACO Appendix C, Table E Diffusivity in Water (D,,,) 1 0 E A") -'� cin 2/S TACO Appendix C, Table E Henry's Law Constant (H'TS) 10 0 15, (& , the System Temperature 13'C TACO Appendix C, Table E Reference Concentration (]fC) [Ig/m I IEPA, Toxicity'Values for Tier 2 and Tier 3 Calculations Solubility in Water (S) 1000 mg/L TACO Appendix C, Table E Soil Vapor Saturation Limit (C, sat 1,_201()fi4)10 mg/m 3 TACO Appendix A, Table K Modeling Results - Soil Gas C'ontatnination Top of Soil Gas Sample (q1 ., 3.0'bgs J&E2 Indoor Air Re emediation Objectiv- I` on 3.128571 Mg/M 3 Residential f&E2 Indoor Air Remediation Objective - Noncarcinogens 4.380000 Mg/M3 Industrial/Commercial ,ienJ&il dti0fl'e Noarci IJ+3 rnig,�m3 Rsidtial J& E,4 Soi I Gas Rettteid ilAs lliou Ob "ective N'ontefts reill Oggen 1.5 7. rn 4.1E.-03 my, I Soil Vapor Saturation (C,,"t) Check 1,20000 mg/rn 3 TACO Appendix A, Table K f&E7 Attenuation Factor 0.00238593 Residential f&E7 Attenuation Factor 0.00106676 Industrial/Commercial Modelimy- Results - Groundivater Contanfination ........................... J&E2 Indoor Air Remediation Objective - Noncarcinogens J&E2 Indoor Air Remediation Objective - Noncarcinogens J&E4 Soil Gas Remediation Objective - Nonicaremogens J&E4 Soil Gas Remediation Objective - Noncarcinogens Soil Vapor Saturation (C'sa,) Check Site Specific D,,,,,r,, = 3.36'bgs 3.128571 Mg/M3 Residential 4.380000 Mg/M3 Industrial/Commercial 23,243.1 mg/t-n 3 Residential 72,780.0 mg/m' Industrial/Commercial 1,200,000 mg/M 3 TACO Appendix A, Table K J&E7 Attenuation Factor 1.34602E-04 Residential J&E7 Attenuation Factor 6.0181 E-05 Industrial/Commercial &E6 GnDoun"IaterR edilln'tiou Okiett"'W"t I 'I, &E6 Gmundwateir] ed I I sfiol�ll 00* ,Mt ve Water Solubility Check (S) Check "I 1 0 12 1.5,L Resident"" I 44,9E+0 in r"L Inds UCammemilml 5 1,000 mg/L TACO Appendix C. Tabl Page I of 10 J&E Equation Modeling Indoor Inhalation Exposure Route MTBE J&E2 - Equation for Derivation of indoor Air R.e�mediation � Objective for T „ AT,,, * 365 year year * f C _ Noncarcinogenic Contaminants, R Oindoorair — ED e EF ROindoor air (mg/m) SYMBOL PARAMETER UNITS PARAMETER VALUES Target Hazard Residential 1 THQ Dimensionless Quotient Industrial 1 Commercial 1 AT `�� Averaging Time Year Residential 30 for Non.carcino ens g Industrial 1 Commercial 25 Residential 30 ED Exposure Duration Year Industrial 1 Commercial 25 Residential 350 EF Exposure Frequency Day/Year Industrial 1 Commercial 250 R fC Reference 119/m 3 MTBE 3.0 Concentration J&E4 - Equation for Derivation of Soil Gas Remediation Objective R o incl o or air When the Mode of Contaminant Transport R O$ o i l gas is Both Diffusion and Advection, a s ROsod gas (mglm ) SYMBOL PARAMETER UNITS PARAMETER VALUES Indoor Air Residential 3.128571428571 ROindoor air Remediation mglm3 Industrial 1 Commercial 4.380000000000 Db j ective Equation J&E i. a Attenuation Factor unitless E uation J&E 7 Input Parameter Values for RO,,,u (mg/r n3) Residential Industrial/Commereial RCS r l ;14 ' 1 m Im3 indoor air— g R� — 4w 000 m Irn 3 tndoor air g a= 28 _ . ��- ` ` 067 3E�3 ROsoil gas 1311.259903 mg/m ROsoii gas 4105-878542 mg/m" ysat Exceedence Check (value of Soil Gas RO will change if Tier 2 Soil CV Gas RQ is greater than Tier 1 CVsat): Residential RO.Oil gas = 1.3E+03 rn /m3 Indust/Commercial ROS.;l gas = 4.1E+03 m /m3 Soil Gas Contamination Page 2 of 10 jj� jr 0 it i if 1 t J111 0" $ III Ulm Little,, Daisey, and, Nazaroff (1992) Equation 5, Steady State Form - Equation for Derivation of Dirt Floor Attenuation Factor a (unitless) A, x ITT a Qbldg x LT SYMBOL PARAMETER UNITS PARAMETER VALUES DT off Total Overall Effective cill 1) /s Equation J&E 9a Diff-usion Coefficient ASurface Area of Enclosed Space B CM 2 EqUation J&E 12b at or Below Grade Residential � 3,59 x 104 Qbuilding Building Ventilation Rate ell) 3/sec Industrial/Conunercial = 3,15 x 10-5 Appendix C, Table M Distance from. Bottom of Slab LT cm 152 4 or Site-Sj-ecjfic to Top of Contamuiation Appetidix C, Table M. Input Parameter Values for a (unitless) Residential DTe ff 6.707430E-03 Qbuilding'­ oo C 35��g1113/S AB= 11 000 C,11,,12 LT= 81.4 cm a= 2.3I859,28E-013 Ind ustrial/Com m,erc 1*a1 6.707430E-03 cin'/s Qbuilding= 315�- 000 CIY,3/S Aj3--- 4:10W,o00 cin 2 L,r= 81.4 cm U= I * 0" 6 6 7 613, E- 0131 .............. ... ......... .... .. . ...... .. ...... .. Soil as Contamination Pcige 3 of 10 J&E Equation Modeling Indoor Inhalation Exposure Route MTBE J&E2 - Equation for Derivation of Indoor Air Remediation Objective for T14�' 36S days R �` nc yearf Noncarcinogenic Contaminants, R aindoorair ROi3ndoor air (mg/n ) ED * EF SYMBOL PARAMETER UNITS PARAMETER VALUES THE Target Hazard Dimensionless Residential I Quotient Industrial 1 Commercial I AT n� Averaging Time Year Residential 30 for Noncarcino ens g Industrial l Commercial 25 Residential 3� ED Exposure Duration Year Industrial 1 Commercial 25 Residential 350 EF Exposure Frequency Day/Year Industrial 1 Commercial 250 RfC Reference µg/m3 MTBE 3.0 Concentration Residential ROindoor air = 3.128571428571 m.g/M3 Indust/Commercial R01ndoor air= 4.3 80000000000 rng/m' CVsat Exceedence Check (value of Indoor Air RO will change if Tier 2 Indoor Air RO is greater than Tier 1 Cv5at) : J&E4 - Equation for Derivation of Soil Gas Remediation Objective R O ind o o r air _ When the Mode of Contaminant Transport R Oso i l gas -~~ is Both Diffusion and Advection, ROsvil (nlg/m) ;as SYMBOL PARAMETER UNITS PARAMETER VALUES Indoor Air Residential 3.128571428571 ROindoor air Remediation mglm3 Industrial 1 Commercial 4.380000000000 ..___.....Objective Equation J&E I a Attenuation Factor unitless E uation J&E 7 Input Parameter Values for RO.'A gas (mg/M) Residential Industrial/Commercial ROindoor air— 3.128571428571 mglm3 ROidoar air= 4.380000000000 mglm3 a= 1.3 45020E-04 a— 6.01813 7E-05 R.Osoil gas= 23243.135003 mglm.a ROSoil gas— 72779.995070 mg/m3 CVsat Exceedence Check (value of Soil Gas RO will change if Tier 2 Soil Gas RCS is greater than Tier 1 Cv"): R. �04.. Groundwater Contamination - Fite -specific D source Page 4 of f' 10 g J )j III PIP )f 0:3 1W ruy_— a-- 111 km Little, Daisey, and Nazaroff (1992) Equation 5, Steady State Form - Equation for Derivation of Dirt Floor Attenuation Factor a (un.itless) AB XD eff T a Qbldg x LT SYMBOL PARAMETER UNITS INNUMMUNWIN� PARAMETER VALUES Dreff Total Overall Effective cni 2 /s Equation J&E 9a Diffiision Coefficient AB Surface Area of Enclosed Space y Residential = I X 106 dustrial/Coniiiierc i 4 0 106 at or Below Grade In at = x Appendix C, Table M Residential — 3,59 x 104 Qbuildingy Building Ventilation Rate cin 3 /see hid U strial/C onunercial = 3.15 x 10 I, ­Ap endix C, Table M. ,j, LDistance from Bottom of Slab CID Site -Specific to Top of Contain inat ion Appendix C, Table M Input Parameter' Values for a (unitless) Residential DTeff= 4.293828E-04 CM2 /S Qbuilding_ 35A0 cm'/s AB= L.040, 000 elf,2 i�T= 92.4 cm (x= 1.346020EII-014" .. . . ....................................... . .. Industrial/Commucial DJeff_ 4.293828Fe -,-04 .2 /S n't QbuilcI 315,000 CM, 3 /S AB= OKI 000 CM2 t,T= 92.4 cm .. .. .............. - - - --------------- - ---6.018137E-051 Groundwater Contamination - Site-SpecliI Dsource Page 5 of 10 J&E6 - Equation for Derivation of Groundwater Remediation Objective When the Mode of Contaminant Transport is Both Diffusion and Advection, ROgw (mg/L) SYMBOL PARAMETER UNITS J&E Equation Modeling Indoor Inhalation Exposure Route ROsoii gas R Ofl w --- H1 1000TS 3 PARAMETER VALUES Soil Gas Residential 2650L757562 ROsoll gas Remediation mglm3 Industrial / Commercial 82983.546947 Objective Equation J&E 4 Dimensionless .Henry's Lain Constant Chemical -Specific H'Ts unitless MTB.E 0.415 at the System (soil) TACO appendix C, Table E Temperature 13°C--------------------- --- - - ----------- Input Parameter Values for RO ,4. (rng[L) Groundwater Contamination -Site-Specific Dsource Page 6 of 10 Pop" 0 tz fA rA (A C) 0 C) t-r) 0 In (4 Ch kn m M . 0 C.) Q1 Lo� kr) tn . . . . . . . . . . Q Cn U) CIO) C 7 V) CJ -E V) Eg rz 00 -tl -t m 0\ 0 WI) rl . . . . . . . . . . .............. .. ......... ... . . . . . . . . . . . . . . . . . . . . . . . . . O 1 .s ..o 73 -0 �-i We fl, 11, 4 .... . .. ... tie Opt. im MM . ......... SkK ..... . . . . . . . . CIO all fj4 J&E Equation Modeling Indoor Inhalation ]Exposure Route i JE I I -- Equation for Derivation of Effective Diffusion Coefficient for Each Soil Layer, �J Die' (cm I S) e` 03.33 _D- Q; D (02 T',i �,' 7',i SYMBOL..PARAMETER UNITS PARAMETER VALUES Cliemical-Specific Di Diffusivity in Air Cm. 2ls MTBE 0.086 0.28 0 Air -Filled Porosity of cm3lcm3 Appendix C, Table M a,i Soil Layer i For Capillary Fringe = 0- IOT, Total Porosity of cm3lcm3 0.43 T°� Soil La er i A endix C, Table M Chemical -Specific Dw Diffusivity in Water cm'Is MTBE 0.00001100 Henry's Law Constant Chemical -Specific H'TS cr the System Temperature unitless MTBE 130C 0.015 6.13 Water -Filled Porosity of Soil 3 3 Appendix C, Table M Ow.i cm /cm Layer i For Capillary Fringe W 0.375 or 0.96 Input Parameter' Values for Derivation of Effective Diffusion Coefficient for Each Soil Layer, Dieff (Cm2ls) Layer 1 Laver 2 (CaDiiiary Frinize oa,2= 0.043 cm3lcm3 Di= 0.0859 cmZls Ow,2= 0.387 cm3lcm3 �, O.000011 cm'Is oT.2— 0.43 cm3lcm3 H'Ts_ 0.01500 Dz`77 ff 1.811283E-04 cm2/s Page 8 of 10 J&E Equation Modeling Indoor Inhalation Exposure Route MTBE .TEE 12b - Equation for Derivation of Surface Area of A L , W +2 • L ' L + 2 • L • V� Enclosed Space At or Below Grade, AB (CM 2 ) SYMBOL PARAMETER UNITS PARAMETER VALUES Residential = 1,000 LB Length of Building cm Indust./Comm. _ 2,000 or Site -Specific in Tier 3 Appendix C, Table M Residential = 1,000 WB Width of Building cin Indust./Comm. = 2,000 or Site -Specific in Tier 3 Appendix C, Table M Distance from Ground L�: cm Slab -on -Grade = 10 Surface to Bottom of Slab INPUT PARAMETERS FOR .AB LB= 1,000 cm (Residential) LB= 0 cm (Site -Specific) LB= 2,000 cm. (Industrial/Commercial) WB= 0 cm (Site -Specific) WB= 1,000 cm (Residential) WB= 2,000 cm (Industrial/Commercial) I1F= 10 cm (Slab -on -Grade) .... ... ... ..... �= 1 04. . ......... .. . ........0 000 cm2 �sid+�nti�l s ` 4 ..... . !r!777 0:80:0.00 cmZ dutst./t�mrn, 41 Page 9 of 10 ME Equation Modeling Indoor Inhalation Exposure Route J&E 1.3 - Equation for Derivation of Building Ventilation Rate,b1d (cm31s) SYMBOL PARAMETER Qbidg 3600sec hr UNITS PARAMETER VALUES Residential = 1,000 LB Length of Building cm Indust./Comm- = 2,000 or Site -Specific in Der 3 Appendix C, Table M Residential = 1,000 WB Width of Building Indust./Comm. = 2,000 cm or Site -Specific in Tier 3 Appendix C, Table M Residential = 244 HB Height of Building cm Indust./Comm. = 305 or Site -Specific in Tier 3 Appendix C, Table M Residential = 0.53 ER Air Exchange Rate exchanges per hour Indust./Comm. = 0.93 Appendix C, Table M INPUT PARAMETERS FOR AB LB= 1,000 cm (Residential) HB= 244 cm (Residential) LB= 2,000 cm (Industrial/Commercial) HB= 305 cm (Industrial/Commercial) LB= 0 cm (Site -Specific) HB= 0 cm (Site -Specific) WB= 1,000 cm (Residential) ER= 0.53 cm (Residential) WB= 2,000 cm (Industrial/Commercial) ER= 0.93 cm (Industrial/Commercial) WB= 0 cm (Site -Specific) Je V-b N (.R d ... 4S ti cm. At V M- 61t. 0:w . ... .. ........ Page 10 of 10 AN ORDINANCE PROHIBITING THE USE OF GROUNDWATER AS A POTABLE WATER SUPPLY BY THE INSTALLATION OR USE OF POTABLE WATER SUPPLY WELLS OR BY ANY OTHER METHOD WITHIN A CERTAIN AREA OF THE VILLAGE OF MOUNT PROSPECT NOW, THEREFORE, BE IT ORDAINED BY TAND BOARD OFHEP::: TRUSTEES OF THE VILLAGE OF MOUNT PROSPECT, COdk-..:..-C.OUNTY, ILLINOIS: SECTION 1: Use of groundwater as a SECTION 4: Repealer. OW: supply prohibited. All ordinances or parts of ordinances in conflict with the provisions of this Ordinance are hereby repealed insofar as they are in conflict with this Ordinance. SECTION 6. Severability. If any provision of this ordinance or its application to any person or under any circumstances is adjudged invalid, such adjudication shall not affect the validity of the Ordinance as a whole or of any portion not adjudged invalid. SECTION 7: Effective date. Agreement Requirements generally: Any Applicant requesting that the State of Illinois enter into a Highway Authority Agreement shall submit to the State of Illinois, Department of Transportation (IDOT) the following: Address: Individual Signing Agreement or Name and Title of Pd on AO#td000 Sign for Applicant: A iicant s Attorne Environmental Consultant n- n Name: Company: y: A r ess Project Mgr.: dd Green Wave Consulting, LLC Ben Collette - --------------------------- -------------- -------------- - - Address: 4449 Ash Grove Drive Suite A Springfield, IL 62711 Telephone: Telephone: 217-726-7569 Email: Email: bencpgreenwavecon.com Street Address and Description of Property Adjacent to the Impacted Right -of -Way Property Name or Description: Formula Automotive, Inc. Nearest Cross Street and/or Intersection Quadrant: West Central Road Street Address: 310 West Northwest Highway City: Mount Prospect State: IL Zi 60056 County: Cook Printed 11 /1412024 Page 1 of 3 OCC 2507 (Rev. 01 /3U115) Right -of -Ways) under State of Illinois jurisdiction requiring Agreement Highway Number: U.S. Route 14 Street Name (if any): west Northwest Highway . .................... The Closure Report/Closure Response Letter will document the nature atent of impact in the right-of-way. Exhibit b t A■ FIGURES � U ES SOIL: Refer to Figure 1 - Estimat Y n the Rigart-of-Way Scaled Ma noting Northern gY p g Orientation and indicatingBoring ar :; lllfell in the Calculations Using Tier One g 9 Residential Corrective Action Ob ir GROUN DATE Scaled Map nq Ndfl Calculation�Ang Tier o Figure 2 —'IEstimated Groundwater Impact in the Right -of -Way � Orientation ' ,:nd indicating g Borin and well Locations used in the ie Corrective Awn objectives Exhibit B: TABLES - Tabs ` ` owi VZ �.,o: ^ grater sampling results in the right-of-way if sampled) .. M p 9 g Y i p } n 2. Samples above Tier One Residential Corrective and/or adjacent - and Sa es ect e Acti ,+ectives` z ,.. ,..__ to be highlighted. byHi Highway Authority rity Agreement I�OT Only) Refer to Figure e 3►Area Exhibit C: ARE' r5=ri:'^•fir.-';:.. �J � :.:'. -- Proposed a Autl t Agreement Area Scaled Ma Northern Orientation and clearly p . Y Y 9 P Y marking the co,,"With h crosshatching and legend. Include the borings and/or monitoring area Its on Figure `.� gat the applicant used to determine the proposed HAA area. _ g Pp p p NOTE: A : `'went area mu g-radiall delineate entire Area of Contamination (on State ROW only) including g _ Y g potential migration. Attachments (On 8'/Z x 11 fir): 0 Figure 1 Estimated foil Impact Scaled Map —For use in Exhibit A Z Figure 2 Estimated Groundwater Impact Scaled Map —For use in Exhibit A Z Figure 3 Proposed Highway Agreement Area Scaled Map —For use in Exhibit C Z Tables Keyed to Figures 1 and 2 Showing Sampling Results —For use in Exhibit B D Closure or Corrective Action Completion Report (if available 1 copy) Z R26 modeling for Soil and Groundwater Z Location map. A broader view of the area of the HAA for identification purposes. ❑ Evidence of signature authority for all non -individual applicants. Panted 11/14/2024 Page 2 of 3 OCC 2507 (Rev. 01/30/15) T I . he IDOT contamination or modeled potential contamination of State of Illinois property under the jurisdiction of IDOT identified in the HAA. It also requires the acceptance of defense and indemnification of IDOT for claims against IDOT related the area identified in the HAA. Please review the model agreement for specific terms. In some cases IDOT has already incurred costs related to the contaminated area being remediated by the Applicant. Pursuant to Section 57.12 of the Environmental Protection Act, notwithstanding any other provision or rule of law the Owner, Operator or both of an underground storage tank are liable to the State for costs of investigation, corrective and preventative action incurred as the result of an underground storage tank. Part of IDOT's review of HAA applications includes a search for these costs. The liability of the Applicant must be made current by payment of the identified costs before IDOT will execute an HAA. The costs incurred by IDOT during design and construction of roadways are not intended as remediation but proper management of environmental risks purs,ua,nt to IDOT7s, obt I igations to comply with ;tnvironmental laws and regulations. As such these costs are most often not relmbursa�ugh the LUST Fund. 1, Ben Collette as Consultant hereby verify that the information and data provided herein and attached and that any new information will be timely supplemented. Note: Irvittal information ��,the most current available Was =$— M4., Phone: (312) 793-1549 or (217) 782-3215 E m a I INNER q III l! RON =. I III Printed 11/14/2024 Page 3 of 3 OCC 2507 (Rev, 01/30/15) �72 01 [K1`%,A1, HOM E COMMERCIAL > (POST OFFICE) PARK1145 COMMERCIAL Z PARICING di 01A SIDEWALK nw II ...... SINWALK K IX 1 11 SIDEWALK WEST CENTRAL ROAD SIDEWALK S1 DE WA LK 020 . ... I .. I . I . .......... ......... ....... Mw_ 5 MW ,iN 01 ji fII, WARVA i> (RETAIL) )I`1 M N, if 115 X "I I& to' "Si V S. hIf I J X tl >i Z::�, X wo 46" .. Sit,t, BUILDING V I 4d Mw-(, PARKING COMMERCIAL (RESTA(AANT) Sk, f 0 oo d' /F 0v J1 or, J/ LEGE,ND PROJECT PROITERTY , 11.11NE APPROXIMATE EARLY ACTION SOIL REMEDIATION AREA ) P [R0 1.1'NE PRODUCT PIPING (FORMER IN GREY) 00 CONFIRMATION / SOIL BORING SAMPLE LOCATION DELINEATED EXTENT CIF TIER I SOIL IMPACTION ull°IluI* IMPACTED ABOVE TACO TIER 2 SROIS ON -SITE OR TACO TIER I SRO'S OFF -SITE) Ot IMPACTED ABOVE TACO TIER I SRO'S ON -SITE O BUT BELOW TACO TIER 2 SRO'S) f 25' 50' 1.00 0 NOT ATTRIBUTED TO LUST INCIDENT NO 20140459) I I �11111111111111111;�=_?N J FEET Approximate Scale: V= 50' A DELINEATED EXTENT OF TIER I SOIL IMPACTION MAP PREPARED DATE A WOLFE 11/2024 DRAWN DATE FORMULA AUTOMOTIVE INC. WOLFE 11/2024 APPROVED DATE GJ", W, AVVY; mrss,,, wanna,"m/f ;, 310 WESTNORTHWESTHIGHWAY MOUNT PROSPECT, ILLINOIS 60056 WIENHOFF 11/2024 ()R'11I')%iiE 5, INCIDENT NO. FILE NAME 1,PROJECT NO. 7"11 i v9 FORMULA UTO AS ) 20140459 AF 369 EXHIBIT A- M1 PARKING WEST CENTRAL ROAD 4 F _,0 0� COMMERCIAL (POST OFFICE) SIDEWALK PARKING SIDEWALK SIDEWALK SIDEWALK - -- - ------ & 4, 1 , ;r- (W., — --I.- , ­­.- ­-, . .......... "T . ............Fl . . ...... >l I . ............ . ............ I . ........... 0 . ............ I . ........... I . ........... I . ........... ­1 . I . .......... OW . ...... . .. I . ............ . .......... . . ........... SRPAREA %kw 0. . I . . ......... lo . . ........... I . .......... . . . ...... . .... . ........... I . ........... 11 jMw j,.W" "W110y, COMMI, '"'U'L . . . I I I I I I . ....... . ............ 4A,01 co I' ff "I (RETAIL) .. .......... . .......... I ,- =11F.W,oll., .. I .. I .. .. "z Z . ........... Fl , a d"Ol 1, "JI10=0 . . ,� � ,� . ..... . ........... N, ro" 'e"I"If . . .. . ... 1 1-0 -.1 . .... I .. .. .. I .... I .. .. .. I .... I .. .. .. I .... .... .... I .. .. .. 1 ­4 02 %,C, j " f,w�q tl 0, . ............ . .... . . . .. . ......... 4oun"o, joll"'I'llu, joloolol, Ij000lio� I NG SIFTE BUILD ':FftAKV100,J,9 I Y INSTALLED WELL. ...... . .... W,�'O[L. FUE PRODUCT 0, 40L,v ­4 Q', . . .......... .......... . .. . ... Off . ......... 'D It 'D WELL M.W,q PA"ING COMMERCIAL (RARAN`j ) J, y, 27 J z J ry �0 /f o" Al o ir of jil INS PROJECT PIWPERTY 1,,,vfNE A PROPEII""r'Y'fPAR,Cr-"1,,,,, 1,,J'Nf'h' P1,131M. (FORMER IN GRE,Y), PROM 4) MONITORING WELL LOCATION TEMPORARY MONITORING WELL LOCATION) (@&,04 0 IMPACTED ABOVE TACO TIER 1 GRO'S) SOIL SAMPLE NOT COLLECTED FROM LOCATION) +'N (", )TATTRIBUTED TO LUSTINCIDE.NTNO, 20140459) APPROXIMATE EARLY ACTION SOIL REMEDIATION AREA DELINEATED EXTENT OF TIER I GROUD NWATER IMPACTION of 50' 1001 FEET Approximate Scale: 1. 50' DELINEATED EXTENTOF TIER I GROUNDWATER IMPACTION MAP IPREPARED DATE WOLFE 11/2024 DRAWN DATE FORMULA AUTOMOTIVE, INC. WOLFE 11/2024 -3 10 WEST NORTHWEST 14IGHWAY MOUNTPROSPECT, 1LLINOIS 60056 'A DATE WIENI-1OFF 11/2024 INCIDENT NO, FILE NAME PROjECT NO. EXHIBITA-1 20140 59 FORMULA AUTO - SAF „ E U COMMEARCIAI. COMMERCIAL COMMERCIAL II PARKING ' �mmiJm�muuuuuuuuuuuuuiuitlMPiuiuiuiuwwwa,�muuuu� PA.MNG 7- �s SIDEWALK SIDEWALK SIDEWALK SII "I'Mmi 1, yip lauIDEWALK ,NmimmuwmaMw waaaaman M, .,N _.0 ""t�rm>z,il ..�., m W , t 0011�1wr r` w e9 I -20 dill ,m r hsuire o F I' S-o SITE, JILDDIG m �, m '4 Fr' e b, m.. m sy: Ewa 41�1 sis u �� 7I , ^mm, � COMMEIRCIAL r {'RBTAIJ'RANT”) " C "m I J e /U , m' r , f 1 t 1 ( fl d?, o",m t �' r �y 251 m f "m' FEET a�9' LEGEND a , mauwaww ,. ama R,(, C11' PROPERTY 'ill [IRO ER"IMF""" PARC "L LIKE, APPROXIMATE EARLY ACTION SOIL REMEDIATION AREA. :._ PRODUCT CT PI'�PIN(7r ( FC R "I/ER IN GREY), 0 • COK I RMA'nloi / "gym 0 I G, SAMPLE LOCATION CALCULATED GROUNDWATER ATER FLOW DIRECTION - (0 0 IMPACTED ED ABOVE TACO TIER 2 SRRO'S ON -SITE OR TACO) TIER 1 SRCYS OFF-SITE)DATEOFGAUGINGINSIDE ARROW ( 1D, it, IMPACTED ABOVE TACO) TIER I SRO'S CAN-SFFE BUT BELOW TALC) TIER ? SRC)'S) EQUATION R26 C)1�ELEI7 EXTENT - ( 0 NOT ATTRIBUTED TO LUST INCIDENT NC). 201.40459) BENZENE SOIL LEAC;HATF_. II�IPAC �'IC> 0 MONITORING WELL LOCATION EQUATION R26 MODELED EXTENT - ( } TEMPORARY MONITORING I ORINC WELL LOCATION) 0 BENZENE CROL7NDWATER. IMPACTION IMPACTED ABOVE TACO TIER I CRC)' ) y ofOnlylargest Equation Lion R.lh 'I� � del pers am1�1i�� log Wiser is II+I1 ; ated�. ( SOIL SAMPLE NOT C OLLLC.,TED FROM LOCATION) Note: Equation 1126antmitts less than 2 fvetar,;,,! not iffintrvitelt (m , NOT A`rrR_IBUTED TO LUST INCIDENT NO 201.40459) MODELED I�Er 'TENT t F TIER 1 C RC}[1i` DWA.��`ER. IMPACTION MAP PREPARED DATE WOLFF 11/2024 DRAWN DATE FORMULA. AUTOMOTIVE INC. WOLFE 11/2024 310 WESTNORTHWEST HIGHWAY MOUNT PROSPECT, ILLINOIS 60056 APPROVED DATE ,r pw(r.. Ni4r „ «J M _ WIENHOF'F 11/2024 u � INCIDENT NO. FILE NAME PROJECT NO. 1EXHIBITA-3 r "� � � r, ' 20140459 FORMULA AUTO SAF 369 rz 41 COMMERCIAL (POSTOFFICE) > C 'OMMERCLAd, z PARKJNG "I" ....... ... .. SIDEWALK SIDEWALK WE'ST CENIRALROAD 0"01 I I � I , SIDEWALK it SRP AREA . ........ COMMERCIAL (RETAIL) qy ..... . . . . . . W, . . .. ......... &131, BUILDING "Ills. Avo 711 NNI f>,ALRKFNG COt COMEMRCIAL i' (RESTAURANT�> f A c. IM A 1w, 0 011� 50' 25' 1 00f II l pf, ... . . ......... ....... NMI . . . . ...................... . . . . . . . FEET '4, 10 �F, "j NN, Approximate Scale- 1 50' LEG EnL,"; P R 0 J E C T P R 0 PI; �,,Yx 1, NE PROPERTY/PAR(*��,/aw, LINE e 110 AREA OF 11, DEPARTMENT OF TRANSPORTATION 1, HIGHWAY AUTHORITY AGREEMENT HIGHWAY AUTHORITY AGREEMENT AREA MAp PREPARED DATE WOLFE 11/2024 DRAWN DATE FORMULA AUTOMOTIVE fNC. W01_17 T7 H/20 0 WEST NOR' HWEST HIGHWAY MOUNT PROSPECT, ILLINOIS 60 6 APPROVED DATE WTENHOFF 11/20 INCIDENT NOFILE NAME � P, ROJECT NO. 20140459 FORMULA,,4,UTO — SIT 369 0 cn eLl Lt GO) `� v � U O -a C7 00 00 kr) rf, 00 0Q w Si. aw ia7 eg 0 °>�° 0 Cr ci u >K .. Q o J Ix Ix oC � D a O 0 V cv C 00 D � w .p � = 00 C7 0 p CD 0 t^J 00 M Gn o 0 Q o• N .•-- ,� � �. v Q � a Cj s.. c V ° rn p f 3 rn 0 a 00 0 V 0 0 V V 0 0 V V ( a o o V a o 0 0 V V 00 It a a 0 o V V et O N CD � � Q 01% v v v V v N 0 `v paa�(2) o V p c] V Cj o V iV a � r 00 00 a 0 � o r� r 00o 0 `¢ q V V V p � 0 Cj V CD 00 ^, V U U 7 E =� acc a a� Q tn C7. � 4ri W 0Q p U y as � � Q C _ F. ram,! d 4 o i i i ' } i i i I C7 p 00 # C7 0 r- [ a F-i cV - - [V d o_ C7 t i en � U 0 ,a 00 000 W% V-� M, 00 OES 1 1 1 1 r 1 1 1 f f r f S r 1 1 C� n h. yr id V w 00 G% N .--+ Q "VJ iL it N C'j 00 .rt W C> � i f I I t i 1 1 i i r I I i 1 1 I I I 1 I I 1 1 1 00 1 i I 3 1 Gf G 10 : r 1 F 1 f S 1 1 1 1 1 1 < 1 1 D � .-:;-T%r•: - J;Z •� Do o C> Q (/•] p � meµ, p (ti] S 1 1 1 I 1 1 s s I 1 1 1 I 1 sr ... a '.. V � 'i QA w, E- a 0 ni 0 o r 0 g o 0 N a o a n "" Q 00 o a C> o � V 000 d ot C w ^�' C � iu+ .w � R 0 0 r. 0 0 0 0 0 0 0 g C7 00 oc 0 00 0 w 0 0 C7 C7 a g o 00 C7 Q C0 sl h+r _ a = µ O d N C7 p �-o 110 \0 00 00 10 I'D p a 0 Cs C] Q # 0 a C7 a a 0 , � 00 a a C3 �� 0 0 {� \Cm ra 0 o0 00 ram' [� � rZ p Cd rn ^� � m cV pp o rri c•� m nE CV q v p 0 00 C7 0 p Qp+ N p 00 40 c�1 0 kr� N vNo 00 Cam• C °O N ra L�j _ n N M 0. C7 C7 x a U D c� 74 an rn h3 CA 00 In CD N p C-A -CS W U Jrn ia. '!. C7 C7 ] rod)r� V o 0 V v o p V v o 0 0 0 V V V V o "..i V V. _ o ''d V a o V V r .0 0 0 .. V V y xa Ca N N N � M " ram" n ry ' :? t' Q N O C) O C7 = It t7 C7 110 6 v 0 0 v v C7 C v v O v`s Mr .s C7 G V v C7 C7 v v V V o O C] C7 V v v v ^ ..tea n !"r N C� 0 C7 p C7 r•• ` 7 C7 C7 It O C7 :... ice" Q esi V] Ca 4 0 C7 O C7 0 C7 C] C7 `.+ " • b `V C7 C] r^ V V � N V V V J V N 0 V V V !i N N N N 0 0 CD C] V ri N i`i C] C7 CJ V V [�i N C7 o • ` � :;;. +' V N N N tv C7 C7 C>0 �. a U �y ;� ,� Cy � 1/'i - 1n p� t c, r� o v� v� ca O uz r a In 0 � Ir•, � !r, 0 0 0 0 v-1 in vZ 0 0 0 !n in.. [D 0 to In !n to C7 C7 C7 C7 - o 000po V V V v V 0o0000oocsc5 V V V V V V V V V V` V V V V Cc- t R N C7 Q �••�I, © 1 1 1 1 1 1 1 r 1 f i 1 i F : _:::�.:. S .. ' ' `" [%� ^ N o Q w a 1 I 1 1 1 I I 1 1 1 F 1 I •::;'. ;p:< - C V V v V V M v v 5 t C] o z C] f i y2 N M C] M [*3 ram) -.0`-•!y �-•+ M C) Q V •L 0 d V V V V °c s 0 v _ o # arA •]f• # rn ull # �`• rn rn # Ln # iF #7L• to*, in CA �ln -7& '�• 4F te� CA In -0t #• C: rn 3C• i!• rn V� # •3i iF ii :n rn w �A 0 o. U U �'>77>> 4177>7>i'7>>>777�� 7, t fn - to -iUttbc C�o bo to bo tol to t� cd pQ to t* :�o tz to tA VA bl) �b SO Gn m It; V� 04-1 Q� =woo= G 00 w �b ar� •• 04 [C sn ^ N x = ; Li x .2 >' N i U b * y yw 4) iC lV 4) X erS cC Q 0 r+l �7 ` 4 o o N �t t 7 N rA y q Q er p U tom) C7 µ ers � ❑ 00 * ni In d '' 00kr) 00 :• r . CC7 M N OQ 4.1 i�i. *.F ►.. CLril. Jr mow Yd 1 1 1 F [ 1 F i 1 1 i f 1 r� G �! r `�-' 1 1 I 1 1 i 1 1 SC 6] Q je p 0 V N 00 1 1 1 ! 1 1 i S �i 1 1 U of � • �.� V 00 M - y"1I.�. �-�. •:-�,F: I 1 1 1 1 [ 1 1 f 1 1 Vj 1 m d d o a d a d a CD o o n d d C] �- 0 d d d C] n at- d d a d d C3 t- d d d a o U --_ . �, :... sa o ca d 00 ;)X a 00 Ca 00 o c0 oa' a 7 00 C] O as :? v C7 CD n ■ r--! Q .d _ 3 N Sg a d p CCD d Ch oC? \40 v�+ a - t4 „f r o a ` w' m, � .. w n T a. in r+Z N d w, C7 C7 C) a , d w D4 C L3 o N 0 N N d C] N (V 00 _ N _ . V) C Q V 00 N r� © W .qr d N M N M O t1 in - d �d 'c'F`.... �.. Cj � M�� c•-1 C] d o 0 0 0 0 o d C� o a a o a �y � s �H a 00 C7 cD o C) o a o Co Co a ca C> Q rn o 0 0 0 0 0 a o 0 0 0 0 0 o 0 0 0 o 0 0 0 0 0 cm cm v v v v v v v v v v v v v v v v v v v v � w � �"" �D �D N �Q t'•1 t'•i i'+'] M i'�7 M M M M M C�7 M M M M M �+ :': (Al C,add O 0 p o ddaOa�aaaaa 0 o a 0 0 d o d w 0 o v v v v v v C] 0 v v v 0 v v v v v v O 0 v v 0 0 v v v [V t- V1 m� to n d 8 8 � r" r- � 1 C7 n 00 00 � � C3 00 00 00 t' Ci 8 - Ca C, C) 00 00 Ct zt o d 00 00 d' � C)C7 00 00 zr TT p Q 00 00 l- -T c7 C7 00 00 v �r 0 0 00 n C � d a C7 0 v v C] C, v v o 0 v v 0 0 v v v d d v v o d v v 0 0 v v 0 o v v 0 o v v ss O p v ^�' N .::. N M M d oo � M m V'r Wr lrl �' V] V1 t/"1 V1 .••+ .� '-.. m M 00 n Cnri Vl 1!'1 00 M N Ff'1 d M CT Vl 0 00 y❑ �" ':S 00 .^'.. v v v Ca d 0 v a o v a v 0 to N �f Ln cV 'n ' V7 C7 �d tit to kn V7 W C3 C] N N N Fn u-i v i Vl V] V] Cl C7 C3 N N V� Vn Vl V] d d (V N tr� V) V7 V7 0 Q N N Fn W') V1 V'1 C7 d t�i nt in Vl V] C] C, N N Fn +n V7 V'] 0 d N U Ln xa'' V7 0 w � a0o00 V v 0Q0oo00000000000 v v v v v v v v v v v v v v v o v v � w N •-- N N N N N N N 4rl N N N N N r4 N p 0 N .4 1� m M IT ood 00 40 10 aaacaC3aooaca 0 %0 \0 � 10 v �o �10 a z z It 110 �-o I L7 w -' ° o 000(D v v v v 00C�C)000000000000 v v v v v v v v v v v v v v v v .. O -- VZ e� V7 V7 �s m U7 U] 0 cd Vi C/7 m M V7 V} CR m m cm Vj m m C/l tJf M m Vl N m cl Lh] VJ eC ud [J7 Vj m m V7 Q" L'? m v U u � > ril > —114 CA 4-0 Ct ❑ N y X `s U � t 5 u 0��?yy y L. •• us � .r.. CS U > ed 43 °' cc Q. cc a m co C D en xS O n +r a Y D C C7 O G a U j Q v_rT Q R� W ai U A.f A Q r , fr y Y 0 0 00 00 00 xr] Lr) M p a 00 r I I f 1 1 I I 1 i 1 1 I 1 1 1 Q 00 Ln M W N N rq N 00 �! Iri \0 0 1 1 / 1 I i I I S r I I 1 00 1 1 Q 00 u G 00 O 0 O []:;'(' 00 O C7 ..`: 0 0 p p p p p p C7 O pp q p Ca <D r- [� b p C7 h 0 C> tV N 00 00 O [� C7 p d U C]Oa� CD0 ggg p a g O C7 C7 C7 oo CD 00 Q 04 0oo cn � cq ©mow r■r +n ¢] on � M Q N ` w p 0 N C? C? 00 : s "'` O [� t CCi � � � � � v � U C] N C7 C~� � �..:;?:• In � N � N 00 CO � ... Cal �!' � � et ct C z e st c OO H CD O Cp7 G?` V:..; fi � t•r rs N N rz cam, n� Vi N N N N N N N a �H ra i �? I n In o o r.,� v� o s.-k to p p I v-1 In p 0 In +r; p p tr-f rn 0 0 to V) 0 0 V) Ire 0 0 v-i z v-1 v 0 0 0 to V) 0 .� , p'00oci ._.., cioocao000O060006O V V V V v v v v v v v v v v V v v v V U C? U 03 I1 00 00 �O 00 t!l V] V•] V'] 1/'y 1!7 Y7 U-s tr'"r V'7 V) 1/'1 V'y t1"1 Y] i!7 .:: IT C7 m 0 N N v N v-, +n v) W) rrs V-) Vj W Vr try 0 V) In 0 0 In VF u-f 0 0 0� ir'1 ` �, ~ 0 00000 V v v v V 0000000O0o0oo00o v v v v v v V v v v v v v v v v'? •� '`' 00 [V M c�' m M rn en M M M m M M M m M t!n m mDO � 14 N IT N p a 0 b ON ,rz p C] "T� p 0 Nt" C7 p It C7 It It p C7 It tf q O wt 0 C3 cf rh O 0 0 U d R o v v v v V v v v v v v v v V v v v v V v_ ��- Q • � rs D � � �'? v� oti ; , o 0o0 p � p a� p p p Ca � p a � g p � � 0 00000 0 � � 0 . � � •,� ° o v v v v �' v v v V v V v v v V v v v v v v O .� C .�.I 00 C7 m M p p �"' ov '� -tT �— Ca p tir �i' C7 �!' tl' C7 et Ci' ef- d` C7 Cr C7 O O U � ziI O D 0 p p o 6 0 0 0 [7 0 a Cz o ci C] o C7 0 0 0 0 u. Q v v v V 0 V v v v v v v v v V V v v v v vCID a s Iw a 4n In C> v, d a$ 0 C> d 0 o C7 o d 0 o 0 0 c 0 0 a a 0 0 ca o 0 0 Q 0 v v v v V v V v v v v v v v v v v v v v ED U aul�intmrnCA 7�UlenCACAfl�tmytmtoCArhrh�nrn14; f~A. ri JRL. U u r V4 ti > > 1--i i.w m 0 > > .1 • 7.. i.. cC m > 4. 4-. m C3 > > 4.. [CCC Lt r� > 1•. M.. CCU aM > t� 1-. {.. m m > > Y.+ 1•r rw Cd > > Fw i.. • I.. ft C� m > > > +COLS > CC CJ 4d Fri eA CIF to � CIOto G/1 � to C4 ,A -�e bof 1 � G 4r 4.•I f+j -! C bf)1 bo E E E E I.. Q. ( V v' w 0 U ° o CL mtq v d U J N N N yl "G > 0 O u >1r�FwH p C w ¢2 Gam? w441=ICnuAw4.4 y7 Gam] zCl. R 0 Q Z 7- q V ox � 4 I p �-�ti°arvt� Q00 w 00 VI) V) M 00 N I 1 1 1 1 1 1 [ 1 1 1 1 i : : r i�.1 +fir sit y 11 ( o 00 0�r. Q % V] C)L .•' 1 1 1 1 I 1 f 1 1 1 1 s 1 1 1 1 1 l I 1 3 1 1 1 1 I I r 1 1 i Y6 7- p N (ti] � Liz L/•] I 1 I ! I I { 1 1 ! ! I I 1 i �I � W V iLj� [[� Ct �+ I I { 1 i ram+ 00 +y/y V R r! 00 :. y1 1' `' C7 Q o m : y 00 00 U Q aQa g a :; gaa m Rw W, V4 cw Q N e ra o m co ! CD as n a 00 as C V7 � "r � n N C) '0 C] a +s Q "ir<i� I7c0o aaC) a c7 crs v ` ❑ I fli .fir UM C.i O C5 r00 O Vt N Q pp 0 rA 0 • C qm O N [rr CJ N 04 Ca N N G� ;:: F+I+■Ii C� Cr 00 In 0O 00 „ u 0O 00 +r ,n 00 00 00 kn V) Ln vO V'y 00 !n kn 00 00 V) In oo cO Vn u1 � rr� eY D 00 try a Vl C? o t kn V"i (7 c 0 o Vl V1 C) C3 C) o V� V] V'3 C] O 0 6 CD o V) 0 o V-3 W C] C? C), o sn VS Q C]<710 0 o V3 in Vl Q Q o o to Ei Ei � v v v v v v v v v v v v v v v v N q .ra a N rrt oaa�c N r r- vz ,n c, c, try a 00 tr{ aQcaQQocac�Q�oaaaaCs 00 00 O o in {n oa 00 Q 0 +ry +ry 00 Oo 0O (::] C7 0 Vy vo 0 In 00 as (D C7 in 00 00 0 0 v7 V{ 00 00 00 0 C3 0 v1 In In; C)a v R Q v v v v v v v v v v v v v v v v v v v M [V m M - M m M M VF VS M t` M lr) C7 C7 N N V3 V7 O 0 N N W) VI) C7 Ca 0 N" N V'1 VS V'1 0 N s/i N iV W) V1 cl nt Vt kr} N N N Vy Vy V) w [] D a p o C7 o CD C] d 0 ID 0, V r- Q Q o C) 0 0 0 00 0 0 Ca o C7 o Q c: 0 CD o O q Ca a C7 C� Q C) 0 p o p p V V V V V V V v V V V v V V V v V V V m 63 'G O d' Cf of It It It ct C}' et I- 7t "T Q O � 0 V V C, V Q V O CQ V V C] C7 V V C7 O O V V V o V o o V V C) CY vV 0 ci Q V V ":r "0 "' 0. - + r G1 ¢• b 7 Iti I►i cv p C) N r] It Ir C7 M C7 'n CD Ct `'J C7 M M A tiD C7 M M m z ri' d C] C7 C] M m M ' t C7 M M V 10 d' lot C7 Ca M M M D C? C3CD v as (] V� p Ci d Ci p C7 c> C] Cj 0 0 0 C7 C7 ci C7 C7 C) C] C7 Ci U p V V V V V V V V V V V V V V V v V v v V ,u q -v ❑ N N N N N N N N N N N N N N N q v es a � v .9 04 fq ri[ c•s ni a.y. ,;gyp D 00 00 d`. C 'n Vr � � It It o �O 1117 LO It It 'T C] o 0 It 0 Ld It 7r Cla 0 Lr3 �D e� a ICJ \0 - C] C> r. ❑ ❑ "° w CIS ' 0 0 C7 C] C) C) c) C7 p C7 C] C) d C7 C7 o O o 0 o v v V V V V V V V v V v V V V v v V V 3 � 21 as �o- * x x a� tr at• o v U a V ---C6 V! �>>;>>> rI] !A h V7 d ; N !la VS »»7>>,• LA V7 V] r!7 V) Pfl >7777>>> [fS [R m [fi +ff La m in r!7 C/, 0 m � ❑ � ¢� o N N cd O c1., 0 4, O M im -0 � +�• � V - R p W as cl �' .y1 'j U as srS d 7 C aC C cC k ¢ D q U� }Li gHwH yj D 4 Q a: ed U ¢¢d0 eC Lam? 47 v tl] 4] mQ)1: d rn .C] d Q d] L7 C: p a,a c cn aJ e3 LLB C i„ I 1 I 1 i C5 N N C7 � � U ry O 0 C> 0 0 .. I� 0 f� 0 00 oo Ln � m coo � C4 � l I 1 F I I I 1 I I 5 1 1 I I I , Q AGi 00 0\ V-1 i I i f F i I I I { YI It C-) 00 V � LJ1 i s i ! 1 1 I 1 1 i 1 t s 1 l 1 i s i i I I 1 1 1 1 1 I QdC�i 1 I { 1 1 1 f �i o p O Q N op0 i i i i i i 11 I I I ! I � es �. p4 00 Q f0 1('1 y] rU ItT r•r pQi':a, OQ .G;;F'y"�' •, i ! i F 1 1 1 1 t I i I 1 1 1 1 1 I 1 1 O i n F 1 [ 1 as ` Q Q'.. •, •'• i.1::_ "� ' Q p p C7 Q Q t` Q Q Q Q Q Q Q Q p Q 0 Q C7 E-I G3 �4 o CD rJ �n n a o- r- o o ri i�l oa oo r- C7 0 ,a 0 j •4 p o a CD Q a Q C7 0 Q °a °° C7 C] Q ca p C7 C] 0 p C) * �i k R cc,. oo oQo ao a C Q o. ra Q oo q o o o n p a ❑, C� a >n x d U oo Eel w1 p co �a irl 00 N Q M � 00 Q Cry Q Q p rPw O O Qtr, > CN_7 CJ p �Q O O CD In In Q o 0 v i c. g sn -^ -- 6 C)0 'op -� C7 C5 In N o CDo Q Q; In V 1 co in (Li N C7 o Q Q en in Q 0 z w s7. Q r-za Q Q o 0 v v o C5 v V o V V O >� V v o V V 0 o V V CD o V V a a V V 0 C7 V V p CD V V �, tv tv CCU — — 11 o n a Ca c) N o c7 Ir1 in a Q o 0 Ir•, Q C) o o o Fr, o 6 In CV Q o In V) Q o N N o Q in in Q Qqtl v v �' f v v v Q v v v v v v v v v v v v C. ify Q t1 C7 N 0 if{ M- QQQOQQpQ�Q�,$`c3. C)C7 +n sr'{ 01% Cn C7 C) in =n O C7 v ; V)� C7 In N N d � rrl c CD v o v CD 0 0 0 v a o v V d 0 v v a 0 v v 0 v o tI"� v � ri Cn e? a. ol� :i C7 If1 0 Fn O C7 V) in CD 0 an Vr C] 0 Inn I 0 to 0 V)� r,-, p r c� ;> 'p r + C D 04 C7 C7 Q C] Q C7 Ca Q 0 Q Q d C)0 Q Q 0 Q p 6 0 fn p N 0 p Q '—; O N �, 110 ` v v v" v v v v v v v v v 3 y Im sue] ,pR CT v in CN CAN Cn CT C� ol CT Cn C, CA (7) CA Cn a% CA CT M p N CD fn m ct d n otlIt aC ooU di z p \0 `7 Q 10 10 It It 0 0 z \D 0 10 10 Q 110 `7 �D 'u \0 0 Q ❑ rri v r� a V C� ca V V C7 v Q d V V o a V v o a v V o o V v C7 C7 v v C7 C7 v v C? a v v a ci V V p q c3 " 'm C •a �s p 00 as oa oo cc co 00 ao o p Cs .o Fn Fr-i C7 C] in N Ca t~- N 00 v { In C7 0 v. v-, o in V) p o u")ca N c7 vZ p U V v V O V C7 C7 v v V V p v C1 - N �R o •.:, a .:, � � �• �• � � �• � � � � �. C s� � � �• -� ao- � �• � aC � � � � as � � � # � � � •� �- � � � � -x• a� � � i° � rz. � fl � � G3 Vl V7 r17 V7 V} V7 U3 +A VS r/= iA rf3 [rZ u] r/y N VS rl7 V7 [A [rf CL � .�.. H � o U V .rC6 ct$ W 7>>>> cG m m m ed m > 7 7>'> m t% m 7' aj cet cv ca 7 7'> m m Q p c,, ra v� oar to in a ai �o p s+ Oa G1 Cd QJ N z FA 0 tw. rU a '+. G. O ta y Q x cd cwi i . fl_ 7� cd m r3 C7 C)S curs C m N 4 Q C 0 c�3 @ W oa�uAwci,w �" z •� i.i 1¢. fed 1 1 F s i rri o 4_ C7 C7 o '� 00 - ra N C V .� a �i �[ N iii Q c5 iw it Lti 00 rF N i i i i i i i i i i i i i i e i .. W ,/f a� ♦]Q (} �/"� N �I 1 1 I ! , I I , I I ! 1 1 1 I 3 O r] o o C: � w q 7 r••r 1 , ,cy„ rr, V4 1 1 1 1 f f 1 1 ! 1 1 1 ! fq I I r, V `,• •Q rjQ V7 o +� W =.1 1 1 i 1 1 i 1 I 1 1 CD = 1 CI p QC)o- y. a: C� -, o 0 0 C' a0oa .. : . or- - nap pQ 00 o 0 0 00 110 ;off o g o o C> 00 :. C7 g g g a �1 q ��- ]. _ ry ra �. 00 oo �7 :s. a✓ ov00 = of �D r....� rn ;� C6 CA R1 :sx U_ aa L' N p V 1 '`` 00 C a rr�� � `❑ [� `❑ rl N 0 �.. � r�l rz Y" aq r� ❑ ,� C7 afire p a; ' V ''`� C) � Q " ? o �. c3 y'`::� o e� 00 C7 r as cq c �:Ty' In o V In g In In a V p In v i Q Q °� r`°, N 0 c•3 to C> Q 0� et in CD 0 fl� rs 0 o � N N Fn o a 0 C) C, y a a " o o a v Q a v v o v v o v 0 a v v o o o a v a v a v" Ca o 0 o - � v v v v Q 0 o w ae "" M C7 Q vp-, C7 Q O IQQn C] O Q Q tn�j kpn C7 G� p p C] sn a C7 0 n v7 V) Q a C> 0 00 g Q 0 .-+ � O 0 C7 0 � V7 0 0 0 0 N V) C] C7 0 0 ,r-, N rq � in 0 C7 Q C7 Q 0 C7 d d 0 C C V Cl V v v V v v v CD V v v v v v V v v v v v v V�1 ea e1 C? VZ C] 0 +17 V% 0 0 V� Vy 0 o Q un 00 -- C7 C7 C7 0 U tq < C7 Cis in Q Q n -4= Q N =' a ggggg Ca CD a s ,n acC�goc�QQQQQo0000 o W' W) a a Q o v; C� 0 -+ v� a 0 N V7 a Ca kn rl (d Vr V) to c7 o Q Ca 0� Q v a V V V V V v v v V v v v v v V v v v v v v ITCt p N 0 VI) O Q o V'7 V'] g g 0 0 VV) VZ C> 0 In G7 0 o to V k p 0 t' 1„ DD g Q r+ 0� sn Q Q 0 Ln Q Q Ca Q N V Y Q o o o. Q Q V 3 N 00 V) V1 0 0 0 0 o Ca o o O 0 a o o a o C; o o a Ca o Ca a Q o v �' v CL m v v v v v v v v V v V V V V V v v v v rs 0 r s. N kn Q o � �p C7 a C7 o C7 C7 tn kn C] C7 m �F C7 C> O oD i— C7 oA \0 00 C7 Q CA p m ^_ [] 00 Cr �D 1!7 ❑ [] 8 c, C7 r. u R C] C7 C7 C7 C7 C7 V Q Q V V CD C7 0 Q 0 0 V a V G v 0 Q d, o r� G V v V v v es C � .rj ❑ Cs Q Ir Q Q Fn v1 Q Q V v� 0 In 0 0 In V1 n u7 00 -• C, uZ 0 v-i Q 0 rd V) o � O Q Ol uZ Q C7 �t � In N N kn V1 rU3 ❑ ~' �, � eq o ggggg C7 V p C7 v V C7 C] v V QQQg�QQ�a00�C�C�pp C7 v Cj C? v v p C5 V v C7 C7 v v Ci Q v v CJ C7 V v �p p p C7 0 4v v v v v v 3t iF # iF iF Q """ . 3F i4 # iF # � # 'k -� # iN •# # ai• '� iF # U! Un V9 Tn vA &n to rR V7 'A sn V1 0 � En cn 6i/ LO (A U7 U p U -"^ m Q > w m > > Cd [d > > rs [d 4�»7>r'�»>7 m � Gd m m m 0 Cd iC m >77777 m eel cG m cd U M a, a =�eq 44.� 00 �e�e�vZe� c � .o q A � � " o � c� p 's - � ., U n ` - Ci o a~r 5} J 63 yy d7 G x z � U c� Cd .-r-L- ed ed 0 &: .i] D �� 4] .ae Q ran d O �. sue,. E7 t . r �C ea O M i"' is yam+ M v WCL O U 7 m N W F 0. d@ d cA �(] R7 Gt- Oz U � � •ram.+ o 1 I I I 1 pop l� [- r., i- N� N �• �--W- V N o. t! C7 N r) 1pr V y !w0 00 OQ I! -I I, � .y ,., e V vo 1 I I I I i s { I 1 I 1 1 I , I I , l [ I i i I I w ��a r^ Vf a 00 a W � ln d ! f 1 1 I I 1 1 1 1 I I 1 I I 3 [ : I I I I I s I ! I I I I I r-1 N ^' v (A 00 Vi 1^ V-" 1 , , r r I 1 1 I I I 1 00 I 1 1 3 }0r M rr V l Y A C ° x w � W T V a fn 00 � I I I I I s 1 I I 1 i r I it �S Q Y�R U Q1 x 00 b LI'1 O b 0 f`3 CO � ........... '`>;: ::•J ] 1 = I I ! , i I 1 O 3 n I 1 I 1 C] o �' b - :, O a b a b b O CD g a 0pnab�C a a d b � � �r a GL .S ..%0 N p a rd *- �D C7 - D -. n [V cV co 00 .1 _ `b O Ca C5 b d CD 00 O m Ca m.k.0 N 13 V 1 xi O a p a ; of b b w � 67 'p D c i^ II w I.a _� L3 O rs d N N': ' va N Q N Dv n Q _ oa G 0 Iti � a P 00 (N cd "per, k" E it C C ;.• ^ r+r d 00 VII a•Cl Q a a C7 O O a C7 n 00 v`I �1 O •--1 O d„ ' O a 4� ir; a s rA � zC> WQ p�p q�p Q V7 V- lP} if 7 V7 N L(7 1Ti N CDp V 0O V V C] V V o C7 V V CJ o V V C7 C7 V V C7 O V V O C] V V b o V V Q CD V V o o V V u7 � � G r c, o o p 0 00 - C] ol, a 00 O Q Q o rn N 1 CD o a ,n 00 p o CJ �r C] CJ kA) N 0 0 V') =n C] CD t11 O [7 a rr3 ir, C7 0, o v V V V V V V V V V V V V V V V U v t., C7 4 O � � O q O Q C] C � Ira CDQ C7 �n C] °` Ctii b ., O 4�p0j Q p o a a Q V1 +r� a C] kn kn iV � O n M c7 0 n '• .,. ¢ 4 o V 0 o V V C] C7 V V C9 C7 ra a d c, C7 O O o C] o� o Q o o r., Q O p Q C7 d C] a 'n O d C7 Ippn p O Q d C? >n v ti O p C?W rn 0 N D a d Irs rn d d O Q In N C] 0 a W) D ClClO a Cv� " N O O r O o V C3 o V V Ca C V V b C] V V C7 b V a 0 0 0 V O C) o V V o p V 0 o V V a d a O C. ,., 0 Q b Q 0 0 O �� b- O Q a d CN +n d a a > - � w 40 r, 00 a g a a d ,r, a °1 � 0 od In C. a O 0 00 0 0 CD �-, a o V 0 O V V C7 Ca V V C7 6 V V Ca V d � C7 V V C] V V 0 0 V V 0 o V V 0 � V V o 0 V V o O U •= ,o �' fv � Q C] C7 Q o p a� d p[7 C7 Q a a v- sn a C3 Q �,, vz m O ,.._, In — Q Q a v, N a •'" o a ,. N d d b b v, +rr C7 CJ rn =n ri t 1 d d Q Q u kn d CJ Q a v �' R p° U -ti ra • c .--. M o V a o V V o a V a V V V CD V V o ci V V C� o V V 0 0 V V o a` V V c. to C4 CIO _o WL] rA i17 G7 yy CIS L7 Yl,{ Vl 0 VS r/1 VS rJ7 Vl VS F/i CA rA rA V1 tti :CZ m ct3 Cd :C :CS [� Cd C1d Cd Cd 1GC C1d m G� G1tY tv C[i m rC�C,I C!i t7 too GO 00 vtc ri E 00 ,° E ba E E E E E E to E E E E D D C+ i� � C � � � rq � • � v4 ;+ U U � C] U 71 w ❑ V O y0 En vq ? 0 cd ed 4Z4.- C ❑ i t ❑ D is eC C] 4 Q W a% G D -0 D N N N [.t ti 7 O D v> m wF--WN-_ 4 Q¢¢m mmgU R o a * * zz � � a C> � c U tl� w 00 kr) � cc f / Q 00 M C Y 00 1 1 I F f F 1 1 1 3 1 1 1 1 1 d ' {� a 0 a vi 0 I 1 , 3 , 1 I V yi N N OO 1 1 3 1 1 1 { 1 , k 1 { s 00 1 1 4 O � p C ►�1 CD C7 a ! , k 1 { 1 , C7 ez V 1 1 1 i I [� 1 l x la W t7„ as CR7 04 Q Q kn a a C' J Ca0cl w^>CD p_ CDC? r.w Q a a Q p O p rCal 0 O Q O v 4: o 4 CD C 0 ~ 00 00 u? 110 r, C V 00 CDog • � 'l Cti H z p ov aCD »C 0 r~ cn © o m rn cu U] ' r�y"I"+ +.r ar cas � nn a a C3 c� �:.;.:,•C,4tj CJ v, N oo � 0 C� ra0 -, - y` :;;:.,, , . C] ��• ..., .o � � ovct On*ai r : o N M 4 cq 00 Ir ` ct a a o a o c FriQ b 0 0 Q Q 'n Grpp' g O o C> Vn kn Q Cl c> kn 00 O kr, �_ -. O p o 1., -. Cr o ,n N 0 a kr7 kn a) u7 nt cli 0 0 � V) e� o O Q Q C] 6 a o 0 0 o c7 C] [7 O C Ci C7 v V V V V v V V V V V V v V V V V V v v V Qm A Gs �, f'yk p v kf, C3 {n ,r, ppp 1!s vi o 0 kn DO 0 1,-,....a--c�caac�rnkr -- k►1 N kn In N N a c�a V.� In o C) C5 ri o v a o v v a a v v V v v v v v v v v v v v v v v v p C} o o o v1 kn C) kri kr, �_ 0 -- kn 0 0 V 1 N o o kr , Ln rn N tit o o kn V's n r p pp O pp p C7 Q Q p p p p C] p C7 0 0 C3 C7 C7 C7 cc� V V V v v V V V V V V V V V V v V V v V V M Cp3 0 o a Cy o tn�_ Y1 kn in kr{ in N in V) N N +n V) as � n o o Q o o Q p C] a d o O Q a C7 C+ Q Ca 0 p o a cy 0 a o 0 a a C3 p o a C7 0 o o c W .. a P- V C+ V V Ci 0 V V V V Q V V V V V V V V V V V V V V o 0 p C1 0 p v7 a kn -• 00 cl r7 [-- [- 'T7 00 t- C7 00 00 O ar 01 � -�-- Q N a v v V V v V `� �• N a C3 C7 a O C] a Q k/ t •. o ^� 0 Ca Ca Q C3 k! Q 0 +•. Mw D d C7 Cs Cy C] C] 0 0to C� C7 b CD +n 0 o C� � o p -- 0 0 C7 C7 r- a a 0 0 u7 Ci 0 0 0 0 sn kn 0 o Q 6 N N p o 0 C7 u7 kn 0 0 G] C? cVc 9 y =y a v V V V v V V V V V V V V V V V V V V V V T/7 I/] CIS CR Ln y] Vj VI C4 vl, V, L7 LR V/ V7 V) to C/] V) V, Vj C7 U 0 U 4.. C6 eC 4. F.. M M L. > > ••• r- d i. rd M > > a.. i.e to eC > 1.:. • L. 0 0 > > • i-. • i.a cC 0 > > M 1:., M m > > • F. • 5.. ed M > > • i... :., M cC > > tM • i:.i 63 eC > > O F-F � CL 41) f7r N 00 R, ca O �, C �� . � r e 3 e0 a to to 0C C'nk tin w to two"e bc q ❑ � � � .a o 7s Ld t- M L„ � N z 4 % U 6] v - a 5 CL - - p .Cu p C 2 CQ oA eqt N Q C U c�i N 4 e7 N N O N N crys y 0] �• i -p ti e} G CA E--_ w. a.. ¢ d ,CC c a7 Q CA C U o w €Z: 4 ray � � x � . a x� M w p O .w er v CL v� w V x H v pr CRf G � 12 I a EL MA ..... ... ........ .. ..... 11111 111111111111111 11111111111111110111111 "1Q r �tr�.,�° a d.. . ..' OO co z.,. O rJ O C7 o o © a CD C? Q Q D av g oo Q oa 00 D c3 � ry N Nang a06 �� *^ N s 1 y ...... M ' -6 C �cr. a .' V iGt G •n _4 a .ry w q U Li U cn V f!a i. U] CA • V7 rA V] VJ V7 V1 VI V! ' S11 0L(3 • s. • f:.i Vl • �.,. VJ :7� • s w • s.. GR Vl ' �.. • 5.. G} V} ' s:. w, U rj wy i�.. O �•„ .,,��' G7, a � v .^ cG a cef > > t� scS > > I ed cG > �Y cl > m 0 > > eB :d > > cC m > cl m > > cd ea > > cd m > 7 U � ¢ w a F ?i a� s a Cd CCi Ly �yw.� 4 r bnto t" rn �' 1 E i E W �^ E E wwWe tO E G r}„�& h� E tQ E G E E �+E E to �^ yw[ E spa tz yrw� it E t. E E ram, �,y CL, ON C9 � � � .fir • � �. Fi. C U G w yl W y 4) UJ sue. O C.J c4 U24-4 CA U eS C ..+ W N N kl hi h7 ', a] p q of G U Ci Ci a o UQ as Q F� W e °' E + a A., U U d d W p4 f� a3 mU �" C., A, o a a ar 1 i 1 ; F O Q 0 00 O t�l fV C� n r n N tV ei 0 td C7 N Q N rrt m Q a a � a C� 1 1 1 1 00 M ce rp- ke% _•i 1 1 I 3 l 1 1 1 I i I 1 F I ! 1 I 1 1 1 of Cq N a 1 I s i 1 r 1 1 I i 1 I I 1 1 F I I I S 1 1 1 1 i r 1 f I 1 I 1 1 I 1 r-1 Q� jar W tiQ a Q Q I 1 1 f I i l 1 I I I Q00 Q•. � '� .. 1 1 I 1 1 I 3 ! 1 1 1 1 3 1 1 1 1 1 1 1 i 1 I I 1 fwtlr 4 M "•'' Q QCD CD �] a orq J. 00 00 HPIZG d rs w a a Q O p s' '� Q A >. O a C7 o C7 00 qt 00 a n 00 co a c? r++i C � � H W - U 1.i 1 % toQo a Ile s a tit' a Co C) o * O .., ati o� '00 oa ao Q a o - � ri 0 Q r� rn -s o C7 o t I".w."E iw nw U �rl oo t Y Q c-� as o a, �� a. ' ': =: • Z i►' 1 03 G 9. V3 �.i Ci p Y 1 t j wr j fN ram: cwQrs rl D i- O 00 00 C] 00 00 oa r- r- ao to r- r- 0v 00D4 n r- �0 r- t- C4 tlF' r- n .,O D '0 0 n n Of] 0000 n r- DD r- n c�i vex N o aQ 06 Q C� ,�„ 00 mC� d et Ca o �1 a c` �i et o a ti a c IT dt a o et Tt C) a It et a o ' d a a y co p v C7 d V V a 0 V V 0 0 V v 0 C7 v v 0 Q V V p p v v d d V V c, d v V c 0 V v 0 0 v V y y N a N 00 00 00 "T Q 00 pC3 Q Q m m In In a C] M m o N W) CJ C7 m m 0 0 W" v-, 0 Ca M m 0 0 kn v-, o Cl M m 0 o V) vz 0 Q m m a o An kn a C> M m Q Q V') V) C7 c7 m m o a tor ID rJ " U =' p a v o a V V 0 V V 0 d V V d o V V 0 0 V v 0 0 v v d 0 v v d 0 v V d 0 V V 0 0 V V �t6y o Q pCQO o Q to in o a W) kn act nkrs Q Ca r- C7 g k Q Q o C7 Q a C] C7 a a C] C7 k C7 C7 a sto In Q C7 Gn o ' r CZ) 0 v V V v V 0dQ V V V v V V V V V V 0 V V 7 V V V v CZ o -0 m � " M$ '� "" Q � a � a Q v V") � O Q a V)In � O a a kn In Q O a v ; 0° Q � 0 « . O C7 V) C7 C7 C3 � In v-, Q Q N N Q Q v s v-, Q Q 7 � � • � C7 Q d v d 0 V V C7 C7 V V C'7 t7 V V v v v v V V V V v v v v v v 3 V.V Q t7 o ca CDLn o 0 0 v 0 Q sr, v� a a oar' kn 00 _- o �_ a a '1)N C7 a a +n � a, In N N C7 o a N V)7. �' .y Q a a 8, d V 8 CC7 CD 0 V V s Q C7 V V p O 0 0 V V Q Q 0 4 V V C� Q 0 0 V V C7 a 0 0 V v C7 0 0 V v C7 C7 0 0 V v G7 d o V V C7 o a V V v z� p ❑ s~ 4:0 0 Js r. k a kn a a n u-n Q a vn u-ti CDCDQ 0 O ir) vi C] C^ 0 vQ) n C] n r- qO C7 u-) QpmApp pa a o r%n ` Q C7 sK 0 v 0 0 v v d C] v v V v V 0 d C3 C? C7 C7 C] C] V C7 C7 O C] X a -1E iF # # w. iF #li- �'(• # # # 9F 3& •1F # iF 3E # -° � o Q en 4w WY v] M i..i CO) V7 >... L A . Vi V7 it 1. V7 V7 i.. i-r VS V7 L >•.. V7 V7 5... >~ N1 ,.n W l.s V] VA L F. V7 fA W C.. V7 V) >•r ho pj > > _ > ry �?n r� ra r> > > > > > > > > > > > m 07 y N FW 1 0 CL x ° V 4= y w IV a� a� e o Q cg u7 N w Lr c. U rn- 0 cd t. O 0 ❑ D cn 0 � ❑ ++ Gk3 C v � Gt. U � w W H,CZ D �' o C as v ai .� -CZ � � v CC Q U 1 1 1 1 O Q �y cq _. w N -t 0 0 Ir M OCT I 1 I I 00 .'SS 9R T4I Y VA 00 d� ice] e•M O 1 1 1 1 1 r 1 1 i 1 3 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 1 I I I 1 i I i 1 f I 1 ❑Q 1 1 I p o p I. 1 s I I I d sU. 'n � � O CO 0 0 Q 00 r- '•`i:�;)' '"sir =�i f 1 1 I 1 i 1 i 1 I eQe•� n 1 I �. 7 C =s C7 00 O g Q D [� O d O 0 O O O O O C7 O rq t: v D D (D o C7 p Cj C7 Q 00 ': 00 ap C? O 00 00 ' o D CIO C� Qy o i. r: D 0 <D r- -a cn w Q Q CD o r,0 � _ Zc.04 - _ �� o 0 0 �.0 • -. 'C „r. O a C) C] rl m all00 In ,� CA C� C] r 3 C7 00 C] D °Q GG Hp U 00 Hw c c NC �Mg�,a�o�.,tvQ oo 1 i It f t i 1 , 1 1 1 I 1 1 I 1 O on C 1 1 1 1 1 I 1 1 1 1 1 1 i 1 1 1 t i i 3 i ID `j� ""� ��%�`•� ���� 1 1 F 1 I 1 1 1 [ 1 1 l 1 1 1 = 1 1 I I ! ! i 1 cd �. M CIS m �• 1 / I 1 r 1 1 i 1 1 1 f i ! A 1 1 i i 1 1 1 [ 1 • 1.• w iy Ley U]S Iw U �, p r- U 1 cq 0 ry � 0 o � "T C) C) Ca Q c- rr 0 c� o �¢ON�aC,ONCN�. C� 0 In �n 0 0 C� 0 }n In o a 0 0 In V) o 0 0 0 V') In 0 0 0 (D In V) 0 0 g�� to 0 0 0 In In 0 0 , N 'r C7 C7 O 0. o d d d C] 6 6 O 6 Q d r j o 6 6 „. '-, © v v v v v v v v v v v v v v v v v v tt r- [- 'IT 00 r- �.. �. - r- . - .. ev m c .ac �r Q oo� oa0Z)C�C�C, 0ooaooc� � fl o ° 0SdoS vvvvvvvvvvvvvvvv� a�0aQ60(D 0 a vvvvv � o -G Q C1 - o Uw V) � in in [n a � rn � vi �► rA rn r � � � rA fA � a) (I* KA w Cc =v U U a > 7>> Q> 7 7> 7>?> 7 7>> 3> 7> d CJ U rqbo +n a �' E Rom] 0 cn 4s a V) M v w7' E•E lli .�". III G ix s.. •,gyp R, F Q � � � •wp �41 rn . � a U z C] >1 U M � • O N d y @.�� � � to a�.l � � ea r? N � � � G � Z w y -0 C cd ea � O 0�5 5 i � E 0 V 7 � w �^" a � d d M 4 m R� M U � ii.i fr..l 4S} � ,7-1 ALA � #� .�. � Z. � a � C% iiw RMr�SW w ❑ ❑ r � C p Q kn WP� •M o 44 Ono i Cr Fart .0w 41 C7 kr) �-.+ U N► l W. ommt -M, N N N rq p ,Y va r- C7 C7 o C7 CD 0 0 :C7 d d C� c� CS co Q o o a o o a r` V V V o V V V V V a C� © °4 r.- �r o �` r--� A M C� N N M o u~) N N c o .,. .. - C� C3 cn V V v V V `` V V V V v V V V C� �'- 00 Cf d C7 <p 00 0 [� o /o� ] p C7 �q. Q Q rq ao t 3Li era o- vV a, M M C7 /►ice p p '.-t C © (f'j Q o r..i C� C7 [ C� *...� C7 N C� +`"^� d d C� d d V d C7 i .:. x �j p o N ,;?y(`� M C)... o © C) C)c? © C) C) C)© C) C) C) o 0 C)C) o o A A. o O 6 J .: o V V V V V � 4. p N !n cT N o p rn p rn c*7 N `. OCq �� o a o _ Cq rq c• a N C� r.., 0 C7 0 � 0 N a 0 d" o a a� kr) o M a 0 N N yz ' . ' ; ' C) v`� N r- Coy ago o © o Q o Ca r o c� C7 ❑ • C5 p ca d © d o c� ca C.C> c `= V V `� v V V V v V v V V V V V V V V V 0 CI] u(D CIO CO) u GO v CIO """ CIO a r/] v CA v CIO v V) cn v CA I] v CA C I] v C4 C/] V) v Cn CIO v v ....E .�, .... .,� ....,. .� .,� .,. ....... ... ... .... ... .,. ......� .,� ..., .. Cd o E E E E E E 5E� E 5 E EF� E E E E 5F= v � 00 A � � v z v rq .� .PON0 a o a a i!� 03 as ----------- ----- -------- ------------- --------- - - - - v v v cvi N a o tQ • n+r - D - - v 0 �s 1 1 1 + E I 1 ;�?. i !''` '•:..+ 3 `-:�:: ::.i t l 1 k 1 ! •=n .�ci= - CC3 E + E E 1 1 1 f € E 1 i € 1 �' 1 ! , E F •M•+ MS'^ Fitz? •` �q ;d.: i •� �i Vi o 0 o N o o .+ C7 00 © N N d' N N w-, M N •--a N N C] o C7 C> C > 0 C7 C7 o Ca C� C3 C7 C� C� :o Ca C7 0 .......... y © C7 C� ©_ ..r _ o.: .:. ;;a'.' gy , �• 1 :_tee = o _ � •� �., .:��'�,.::;.. CL V V V V C7 C7 C7 C7 C7 C7 © r! 7 N � 11, ,..-� tr) M N N v m . 0 o o Q©© O C> C7 C3 C3 C7 C7 o C7 C7 C7 C} cd '' C7 C7 C7 4 co o ��:::_�: coo Co ❑ .. � :.. �' V V V V . V V V V V V V V V V V V V V VV .. cn cn cn v> rh rn tra CA ul� cn rn cn C/) V) (A rn V) v� rn +� D a as 0 p p J D W U 6[] 80 �4 bI) �f] bIJ t.A 0�0 ba? 'to � ... E r rz E E E E 2 tb IF dJ 4� r ct MONK t b ct 0* a IR U Z L S) a b a) r o p Q, os,0 O rW ` a C7 C7 ClC7 CJ Q C7 C7 © Q C� C] O O p o c� C7 o p p©© 0 C] 0 0 0 0 0 p o C7 0 4 0 C7 0 C� o C� 0 C7 0 p O 0 o © © o © co 0 o c), C5 C) co 0 0 0 0 In N '-• p �p p© cy CN G7 b© pp, N """' 0 N a� Q C7 C7 C3 0 O C7 0 � o a p o C, .� 0 o �- o o o o o o o N co N o a ca N C) o 0 v c� v � IF Illinois Environmental Protection Agency . ........... 14 General Information for the Budget and Billing Forms LPC #: 0311985092 County: am City: Mount Prospect Site Name: Formula Automotive, Inc. Site Address: 310 West Northwest Highway Date this form was prepared: List all IEMA Incident numbers associated with this package: 120140459 1, List all other incidents associated with this site that are not associated with this package: 0 Budget Amendment (Budget amendments must include only the costs over the previous budget.) IF 41 111' Name(s): Date(s): This package is being submitted for the site activities indicated belo 35 Ill. Adm. Code 734: 1 Early Action ❑Free Product Removal after Early Action ❑Site Investigation .............. Stage 1: ❑ Stage 2: F] Stage 3: R 7 Corrective Action 35 Ill. Adm. Code 732: F] Early Action ❑Free Product Removal after Early Action ❑Site Classification [� Low Priority Corrective Action [� High Priority Corrective Action �111111 ".11 flTNIW�Mll� Investigation F-1 Corrective Action IL 532 -2825 LP C 630 Rev. 612018 General Information for Budget and Billing Forms Page 1 of 2 General Information for the Budget and Billing Forms The following address will be used as the mailing address for checks and any final determination letters regarding payment from the Frond for this package. Pay to the order of: Formula Auto Repair, Ltd. Send in care of: Green Wave Gonsultlnq, LLC Address: 4440 Ash Grove Drive, Suite A City: Springfield State: IL Zip: 62711 The payee is the: Owner ❑ Operator ❑ (Check one or both,) of the owner or operator of the UST(s)( re Wired 1z' 6 ate Josef Pent1l1-g must be submitted. lnj. Printed name of the owner or operator of the UST(s) (required Email: formulaautomotivel23@gmail.com Number of petroleum USTs in Illinois presently owned or operated by the owner or operator; any subsidiary, parent or joint stock company of the owner or operator; and any company owned by any parent, subsidiary or joint stook company of the owner or operator: Fewer than 101: Q 101 or more: Q Please list all tanks that have ever been located at the site and tanks that are presently located at the site. S e Chid UST have Type of Release Product Stored in UST (gallons) a release? Incident No. Tank Leaf t Overfill l Piping Leak Diesel Fuel 3,000 Yes Q) No 0 20140459 Tank Leak Gasoline 4,000 Yes 0 No 0 20140459 Tank Leak Gasoline 41000 Yes (2) No o 20140459 Tank Leak Gasoline 4,000 Yes Q) No 0 20140459 Tank Leak Used Gil 300 Yes Q) No 0 20002263 Tank Leak E-65 6,000 Yes (Z) No 0 20140459 Tank Leak IL 532 -2825 LPC 630 Rev. 6/2018 General Information for Budget and Billing Forms Page 2 of 2 Choose the applicable regulations: @0734 0732 734 Free Product Stage 1. Site Stage 2 Site Stage 3 Site Corrective Investigation Investigation Investigation Action Proposed Drilling and Monitoring $0.00 Wells Costs Form Disposal Costs Form .777777777 CO Paving, Demolition, and Well Abandonment Costs $2,000-70 Form Consultant's Materials Costs Form e. 074.7 e....j. A. Concrete and Asphalt Placement/Replacement Number of Asphalt or Thickness Cost ($) per Replacement orPlacement Square Feet Concrete (inches) Square Foot for an Total Cost Engineered farrier $0.00 $0.00 .0 W $0.00 $0.00 �o,00 $0.00 $0.00 $0.00 $0.00 yJyy $0.00 $0.00 Total Concrete and Asphalt Placement/Replacement Costs: $o.00 B. Building Destruction or Dismantling and Canopy Removal Item to Be Destroyed, Dismantled, or Removed I Unit Cost ($) f Total Cost Total Building Destruction or Dismantling and Cano Removal Costs: $o.00 Page I of 2 C. Well Abandonment Type of Well Depth of Cost 'Total Monitoring Well ID # (HSA f PUSH 1 Cost Recovery) Well (feet) per Foot MW-I HSA 25.0 $15.39 $384.75 W2 $15p3 $84,'5 MW-3 HSA 25.0 $15.39 $384.75 5 HSA 25 r0 $15.3.9.14¢5 MW-6 HSA 15.0 $15.39 $230.85 W 7. 0 $ 5 3 $30 $0.00 $0.00 :........... ............ . ...............::... 00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 .'....:..... :.........:..'.. .:...:'..'... ............... . .........................:: ......... : $0.00 $0.00 PP $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 ......:... $0.00 $0.00 .................... . . x..............:....... Total Monitoring Well Abandonment Costs: $2,000.70 Total Paving, Demolition, and Well Abandonment Costs: $2,000.70 Page 2 of 2 Consulting Personnel Costs Form Personnel 'Title Hours Rate Total Cost Remediation Category Task Senior Pro ject ect Manager 21 153.7 32 � $ 31.27 CA Plan - Design, Development, Preparation, Attachments & Management, Tier 1 SROIGRO Each CLAP Exposure Route Data Tabulation/Evaluation, Expanded Water Well Survey Research, Cook County Health. Dept FOIA re Potable Wells, IEPA Correspondence Senior Project Manager ana er 6 $153.87 923.22 Input Determination, Tier 2 SRO Calculations (Infinite Source & Mass Limit Considerations), Soil TACO 2 or 3 Leaching Calculations, R26 Modeling & Evaluation, IEPA Input Parameter Sheets (7 sets); Tier 2 SRC] Data Evaluation/Exposure Route Extent Determination Senior Project Manager g e 11 1 53.�7 1 692.57 TACO 2 or 3 Tier 3 Indoor Inhalation Exposure 742.935 Evaluation - Research, Data Analysis/Modeling, Writing Senior Drafts ersonCAD $92.3I 553. Sd CA Plan - Maps and Map Printing: Site Layout and Delineated Extents Map Updates with latest CCAP Tier l/Tier 2 Analysis Layout & Proposed; Source Width Measurements & R26 Modeled Extents Maps; Inst. Controls Map; Expanded Water Well Survey Map Drafting Senior Project 0 o ect Manager 1.25 . 3 I5 87 $192.34 Village Ordinance: Prepare/Assemble :Draft Copy of Village of Mount Prospect Limited Area ELUC Groundwater Ordinance for Inclusion in CAP Draftsperson./CAD Seni r o 1.5 2. 9 31 38.47 ELUC Village Ordinance: Prepare/Print Draft Figures for Village of Mount Prospect Limited Area Groundwater Ordinance for Inclusion in CAP CAP Version and GWO Version ... ...Senior Project Manager 2.5 $153.87 $384.68 HAA IDOT HAA: Prepare/Assemble Draft Application Packet of IDOT HAA for Inclusion in CAP Senior Draftsperson/CAD 1.5 $92.31 $138.47 HAA IDOT HAA: Prepare/Print Draft Figures for Copies of IDOT HAA for Inclusion in CAP . .... .. ....... .... .. Senior Prof. Engineer near 3 $200.03 $600.09 CCAP CA Plan - Final Review & Certification, Report, TACO Tier 2 and Tier 3 Senior Project o ect Manager g 2 �. 5 I53. 87 9d 1.69 CCAP-Budget CA Budget - Budget Development, Writing, Attachments Page I of 3 Personnel Title Hours Rate Total Cost Remediation Category Task Senior Prof. Engineer 1 $200.03 $200.03 CCAP-Budget CA Budget - Final Review &Certification Senior Admin. Assistant s scant 69.24 l 38.48 CCAP CA Plan & Budget Production.: Copying, Filing and Submittal to IEPA and Client ........................................................................ ............................................................................................................................... ..................... . . . . . . . . . . . . Senor Project Manager $153.87$769.35 Gw Ordinance: Finalize Version for Electronic Submittal to Village, Village Correspondence, ELUC Execution., 11 In er son .......Meet (if re ue"sted ............1..........budg eted,,'...............up to..........1 0 ho 9 cludin pr-ep/, trave4/mect g��� t ne) ................ Senior Draftsperson/CAD 0.5 $9231 $46.16 ELUC GW Ordinance (final for Village submittal): Drafting, Map Printing Senior Project ProjMana ger e 1 S3 87 Z � g r 9 3.22 HAA IDOT HAA: Final Application Packet Preparation, Electronic Submittal to IDOT, Execution Senior ers Drafts A p onlC D 1.5 9 .31 13 8.47 HAA IDOT HAA: Draft, Finalize and Print Maps for inclusion in HAA for Submission to IDOT, Complete Revisons Requested/Required by IDOT Senior . Adm' �n Assistant Z $69.24 $138 .48 HAA IDOT HAA: Office .Administration, Copying, Submittal of IDOT-approved HAA to Owner/Operator for Execution; Submittal of 0/0-Executed HAA to IDOT Senior Pro' e t M n c aager � 20 153.87 3 077.40 CACR CACR.: Technical Design, Management, Report Development, writing, Attachments, PIN/Legal Description Acquisition, Correspondence with IEPA (if needed) Senior Draftsperson/CAD 2 2 9 .31 $184.62 CACR CACR.: Drafting/Printing Final Figures for CACR.. Inclusion (soil and gw contaminant plume maps, R26 modeled extents maps, institutional controls maps, etc) Senior Prof. Engineer 3 $200.03 $600.09 CACR CACR: Final. Review and Certification Page 2 of 3 + y+ Personnel Title Hours Rate Total Cost Remediation Category Task Senior Admin. Assistant ss scant 2 �9.24 13� � .48 CACR CACR Production; Copying, Filing and Submittal to IEPA and Client, Office Administration of CACR Senior Admin. Assistant 2 6.24 9 1 35.48 CACR Closure Activities: Coordinate NFR recording with County, Submission of recorded NFR to IEPA n' Se for Project Manager � g 3.5 1 53 S�' 535.55 CACR GW Ordinance Notification Activities: Prepare GWG Notification Letters to Affected Parties & City, Prepare Final IEPA Letter Regarding GWO Notifications, Management Senior Admin. Assistant 1.7 5 $69.24 121.17 CACR G W Ordinance Notification Activities: Mail/UPS G WO Notification Letters to Affected Parties & City, Delivery Tracking, Submit Final IEPA Letter Regarding G WQ Notifications Senior Acct. Technician 12 4 .:............... S .62 1 015.44 ... ............ 7 CA -Pay CA Reimbursement: Reimbursement Management, Preparation, Attachments Senior Prof. Engineer eer 3 � 200.03 600 . o9 CA -Pay CA Reimbursement: Review & Certification Senior Admin. Assistant dm n. ss�stant 2 � �9.24 13 8.4 8 CA -Pay CA Reimbursement: Final Assembly & Distribution $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total of Consulting Personnel Costs: $.1 7'21 2 Page 3 of 3 ..I.. E. Time or %nt Field PU or Rate Unit Total Cost Amount Used Remediation Category Description/Justification ....... .... ...... .. ............. .......... ... wmi ......... . .. .......... ........................ . ..................................................................... ................................................................................. ....................................... ........................................................... ............... ................. ............... . ...................... . . . . . . . ... . ............. . ..... . ....... ..................... 43 6 ............ ......... 10 '7 ....................................................... $292 1 2 .... ........ . Mileage to/from Vilage Hall for Potential Meeting with Village for GW Ordinance Execution (x I RT) (-436 miles/RT) - Only ifIn-person Meeting is We" q u-e-s-ie' R by . .......... city S Notf.. W-6 -W . hug rdi 1 0 �.h c4 )res:::. � . . n 4 Each $13.0 $52.00 ------ ...... Certified Mail or'UPS Shipping of Groundwater Ordinance Notification Letters (xI for Main CACR City Notification; up to x3 for Affected Properties) (estimated, only actual costs will be ,requested for reimbursement) C t Recordin* Fees. R. 1 $150.00 Total .......... . $150.00 CACR Recording of NFR Letter (estimated, only actual costs will be requested for reimbursement) $0.00 $0,00 $0.00 $ 0 0 0 $0.00 .. .... . $0.00 .... ...... . . . . . . . . . . . . . . . . . . . $0.00 ................................................................................................. ............................................................................................................................... """ .......................... Total of Consultant Materials Costs: $201010 Page I of I Owner/Operator and Licensed Professional Engineer/Geologist Budget Certification Form I hereby certify that I intend to seek payment from the UST Fund for costs incurred while performing corrective action activities for Leaking UST incident 20140459 . I further certify that the costs set forth in this budget are for necessary activities .and are reasonable and accurate to the best of my knowledge and belief. I also certify that the costs included in this budget are not for corrective action in excess of the minimum requirements of 415 ILCS 5/57, no costs are included in this budget that are not described in the corrective action plan, and no costs exceed Subpart H: Maximum Payment Amounts, Appendix D Sample Handling and Analysis amounts, and Appendix E Personnel Titles and Rates of 35 111. Adm. Code 732 or 734.1 further certify that costs ineligible for payment from the Fund pursuant to 35 111. Adm. Code 732.606 or 734,630 are not included in the budget proposal or amendment. Such ineligible costs include but are not limited to: Costs associated with ineligible tanks. Costs associated with site restoration (e.g., pump islands, canopies). Costs associated with utility replacement (e.g., sewers, electrical, telephone, etc.). Costs incurred prior to 1EMA notification. Costs associated with planned tank pulls. Legal fees or costs. Costs incurred prior to July 28, 1989. Costs associated with installation of new USTs or the repair of existing USTs. Owner/Operator: Formula Auto Repair Ltd. Authorized Representative: Josef Pentz Title: President 4�- Signature: Date: `mow b Subscribed svor o before me the day of D. 1n Seal: NOTARY PUBLIC i O � � an. , �..»2026, y Cornmission , p a In addition, I certify under penalty of law that all activities that are the subject of this plan, budget, or report were conducted under my supervision or were conducted under the supervision of another Licensed Professional Engineer or Licensed Professional Geologist and reviewed by one; that this plan, budget, or report and all attachments were prepared under my supervision; that, to the best of my knowledge and belief, the work described in the plan, budget, or report has been completed in accordance with the Environmental protection Act [415 ILCS 5], 35 Ill. Adm.. Code 732 or 734, and generally accepted standards and practices of my profession; and that the information presented is accurate and complete. I am aware there are significant penalties for submitting false statements or rVst flop p to the Illinois EPA, including but not limited to fines, imprisonment, or both as provided in Secti§os aid 1lsf1� the Environmental Protection Act [415 ILCS 5144 and 57.171. �� . 4�.�e�:�sat�; fa: e�F.ds 4Ar%'! w` L.P.E.&P.G. Jeff wienhoff L.F.E./L.P.G. Seal: � '0 'b Nil � y .may 4C ,Yx vLp •_yN.R, r S� L.P'.E.&P.G. Signature: y � , � r�P� e f I 1'J Lit V . 6•'tti `°° i s 6� e r Subscribed and %worn to before e day of iw _.w . Seal. OFTICA SEAL D. Eggleston Ua 4. authorized t require this information under 415 ILCS 511. '� �i� � 2026 The Illinois EPA is a red o q required. Failure to do so may result in the delay or denial of any budget or pa} mer t requ CERTIr1ED MAIL - RECEIPT R.EQUESTE13 #7012 1010 0002 9120 921 a ,tune 25, 2014 Fula Auto Repair, Ltd. 310 W. Northwest Hwy Mount Prospect, IL 60056 In Re: Facility No. 2-014412 1EMA Incident No. 14-0459 Formula Auto repair, Ltd. 3 10 W. Northwest Hwy. Mount Prospect, Cook Co., IL Dear Applicant: The Reimbursement Eligibility and Deductible Application received on May 14, 2014 for the above referenced occurrence has been reviewed. The following determinations have been made based upon this review. *. '. It has been determined that you are eligible to seek payment of costs in excess of $5,000. The costs must be in response to the occurmnee referenced above and associated with the following tanks; Eligible Tanks Tank 1 3,000 gallon Diesel Fuel Tank 2 4,000 gallon Gasoline Tank 3 4,000 gallon Gasoline Tank 4 4,000 gallon Gasoline Tank 6 6,000 gallon E-9 5 "you must contact the Illinois Environmental Protection Agency to receive a packet of Agency billing forms for submitting your request for payment. An owner or operator is eligible to access the Underground Storage Tank Fund if the eligibility requirements are satisfied: I. Neither the owner nor the operator is the United States Govemment, 2. The tank does not contain fuel which is exempt from the Motor Fuel Tax Law, 3. The costs were incurmd as a result of a confirmed release of any of the following substances; ""Fuel"}.. as defined in Section 1.1 9 of the Motor Fuel Tax Law Aviation fuel Heating oil I W5 Stevenson Drive * Sp ingf a d, IL 62703 4259 Pr*zW w Rftyded Pqff e rosene Used oil, which has been refined from crude oil uscd'in a motor vehicle, as defined in Section 1.3 of the Motor Fuel Tax Law. 4, The owner or operator registered the flank and paid all fees in accordance with the statutory and regulatory requirements of the Gasoline Storage Act. 5. The owner or operator notified the 111inois Emergency Management Agency of a confirmed release, the costs were incurred after the notification and the costs were a result of a release of substance listed in this Section. Costs ofcorrective action or indemnification incurred before providing that notification shall not be eligible for payment. 6. The costs have not already been paid to the owner or operator under a private insurance policy, other written agreement, or court order. 7. The costs were associated with *'corrective action". This constitutes the final decision as it relates to your eligibility and deductibility. We resme the right to change the deductible determination should additional infonnation that would change the determination beconte available. An underground storage tank owner or operator may appeal the decision to the Illinois pollution Control Board (Board), pursuant to Section 57.9 cj (2). An owner or operator who seeks to appeal the decision shall file a petition for a hearing before the Board within 35 days of the date of mailing of the final decision, (35 Illinois Administrative Code 105.504(b)). For information regarding the filing of an appeal, please contact: Clerk Illinois Pollution Control Board State of Illi noi's Center loo west Randolph, Suite 1 I-500 Chicago, Illinois 601 (312) 814-3620 The following tangs are also listed for this site: Tank S 300 gallon Used tail Your application "indicates that there has not been a release From these tanks under this 'Incident number. You may be eligible to seek payment of corrective action costs associatedwith these tanks if it is determined that there has been a release from one or more of these tanks. Once it is determined that there has been a release from we or more of these tanks you may submit a separate application for an eligibility determination to seek corrective action costs associated with this/these tanks. If you have any questions, please contact our Office at (217) 785-1020 or (217) 7 8 S»5 978. Sincerely, Deanne Lock Administrative Assistant Div lion of Petroleum and Chemical Safety Cc: IEPA 0 0 cri U) H 0 z H A H W ro W If) CD C) CD ca C) Lr) CD n Ln ca ca C) Ln c:� n ca on OZ) o rn r- N o') r- I ;r m o-) co CD co m �.o LI7 v r-i N cr) m I�v Ln Q0 �.o w r- ry co m m ca t_- N m r--i r- l n c) CD o Ln C) o C� Q Ca Ln a a Ln a a o Lr) 0) to Ln Ln o0 0 m E- N � � •� 1) v< m co CD ao � -� N Hr- N rn m v5 Ln � to � r- r- co m 0')r-i r- { U 54 t77 7d 0 v] 4-.3 4 .G r-1 41 (1) G > H ■ a) 41 t� a .H' � W �' rl 4-1 ,1m -�-4 a � r•-4 ❑ G (0 Ir. (1) ❑ .4-) a3 o ro -ra m 4-4 t�) 41 >1 m N U lc' -N �3: P4 4j �4 -1 r wi (1) � � a) 4-4 Qj 4J -emu{ >[ 41 -0 >1 �! �4-rpt /��{{ �r�-att W�i^y >1 0 tT �� a) m to v > G r4 0) R1 ❑ � >1 � ro _H4--i 4 4 G -r-q 54 4-4 m 0 a) > Q) a) r-{ 4) fir` t17 U "� �-I r € 03 4_- ❑ ■ LH a U �4 rn �ns� pp.,��� - r_ 0 �4 � �0 �4as a, a 4-4 Y) 41 ❑ 4J 4-1 LH F� w ❑ 0 a) b -0 a .Q c) t) �A 4J Ic _H❑ -H ❑ �a 04--fl .Q �4 � 0) 3 �4A {0 -) a) 44 �-^{ �0�-1 -P .Q M (1) 4-) � U �11` ❑ a U 1)�i 0 -d }p a)4 (0 4J a) m > l m U _H 44 rµr^'i U) r__f G a -r-4 .� ❑ 4J r, (� •1� e4 r� 4-4 1 >1 `�n� ❑ (a) v r-i �4-j ❑ - >I Q) (d �--� ��W ❑ ill E 04 4J .� Q ■ LJ - (1) {� �Qy] 41 -/H .c ,� � is � 5� �`a/�) -H C• 4-4 pr�yy� i( � (V r4 Qi tT ry a ❑ 4J 4-) -H �4 Q) 7i 4j r>9 l'. ■ ( �4 >t U >1 0 tT >11 �_4 •r{ '0 •r{ -ri >1 r--i Q) >1 '0 tD) W 4-4 (I) :3: >9 F."i m •ri ro _0 t r ro (1) ro M Q) 4-4 i. 4-4 .S-i Z �4 S- U H c v H 4-4 �4 E is ❑ s4 t)l 4-1 �z •r-1 ❑ E ❑ �4 P4 m m �4 tr 0) 41 sa Z t_T ❑ rrs . V) ■ x-4 ❑ o W Co ❑ H ro -H co .rl Q a a 4J 1 a) E H � � .G 4J 4J ❑ a) - ? -d 4-4 � E >i .4 4-4 4_4 � �-A `0 -ri l is Q -H >1 4-4 LH r'�1 4-4 .0 : Cr 4� r 4 4-4 U) 4-4 C✓ 4-4 -r 4 -H 4J " -� •ri •r-1 4 �1: 4J -P C Q) -H ro v] 4-1 C-r 14-4 ro 464 ❑ ❑ '�J U 4J �4 W Q) C� ::I U r_ Ul a) � Q) � c �i - > �l �_4 () H � 4 �l 'C5 �:l A c o .Q � 3 � - Q) � rn �4 � � ro � Q U � � 4J m ❑ > U •ri .}/s a) 0 -H 9) Q) ; 4 � -0 M �4 �>1 LJ ■ 4J a 4J 'If 4 ❑ H a r-'1 ,Q ■ - �4ja 4J :-i Q) .. 4-4 0 7� (D -0 - U - -r. + Q)w Q) V Q) r- 4 a -P0 1 4J a) tT �.-� a) U rV a) _H -N iw a) �_4 4-) a) ON U ra a) 4-1 ❑ E > a) a) + W to 4-j 0) (D (D 4-1 4J 4-) • rA a) ro -W u7 i� v 0 !14 F_: Q) 0 �4 a) -H +) 0 Q) -r-i -P G Q) O a 4J Q' --i �4 ❑ 4J ❑ A •ri 0 -r-i .C� - r a ra - Q - -r-i E -H E c -r-i -rq r-4 -,4 W v .4.J Q -H 4J -r•4 ❑ -P E -H 4-) -H U .N 0� r-i rd 0 U r-i -0 r� H, M tD 0 v r--i �-_: Q ro 4J❑ 0 -H �i '0 0 Tl-P �l H i 4 0 0 V) r-i T-i V) a W r •-4 G -0 o G U rd 0� G U 0 (v W M IH G G 0� r-i M -0 -H 0-0 C '0 r 4 0 �4 `! r� 0 r-a 0 0) o r Q (d ,.: �4 CO (d 0 -H Q 44 ' 5� �4 M -,A Q o (D Q ❑ a) CO Q r4 ¢, ❑ ❑ ❑ Q Q 4-4 a -r-i Q LH M rW U] •H (V G U) •H 'G 0 ­4 -r-1 U) Q 4-4 ❑ r-i Gl 0) m a) 0 U) E -0 ro a ❑ Cn 'd 1G � I m 1-4 cn Ln m c3 m cn p cv vi cn co m w Ln Ln r— cn CD m � co ro co co Ln o �---1 m Ln N v= r--•1 N Ln m c3 Ln Ln (10 o o � � N yr � a C) CD a r--i N fiy r-i r-i r d N rn M M 1D <D N in r-4 H r-4 r_1 r. H m Ln m cD m m C7 N :z, r n m m C fl Ln L) i• m CD m v' Q C U Cq co co U') G7 s--i M Ln CV I;zv r--i N Ln M C7 tf1 LO LD Q b L.O r--i N �' O C) © CN r---i N m N m m m E-•4 r--i ■ a 4J 4-4 4J D aJ (ll CA r4 4�4 G >E 44 ro b4 Q) > r i kw (v Q tp (D G ❑ [� - 'r� 11•! M 4-4 �4 �,4-1 ❑ -P ci > ro �� 4M o -0 0 �q)4J 4J C� a) 4J I rri �4 C 4-1 G • r-i tT m H ro r .� ro , m �--1 � E .. Q] l.i 13 W �-i W �-'"t 5 W nw VJ �}>{ti [�a tV W (U) r•! r'"� /� W r� /� W �Et Vi 1 w /� a) E y�� r 1 C ■ a 3-..r 4 c ro V)❑ 1� U) ro �❑ rt 4❑❑❑ c r_ G V, o (1) ro l r.� a r-•i r.x o U G 0 G 0 G _Hm o ra m w N m lc� m *-j a) -P A m m -P :9: M -�J M -P -P 4J 4J Q) M 4J f-- 4J a -r-•r 4) 4J to -H -H V) -H U) � r-i U -� U zt 'H r- a) E a) ( > + ro w E Q) E T 0 r4 E Q) �lC ( -0 .x 0) r ❑ E �-� V a) `� �-_: "0 `� �l Cr Q o a rra a -H r'"1 r" �4 ❑ ro r-•1 �-1 ❑ ro M , ::J CO t3° v) -H a) � > r-i rQ -H �4 r-i tT -r-1 >---1 -rA r-4 •,-4 -H --i r--{ -u r-i Co Q -H ro to �4 •>-i a) Q r i �-4 -H r i M Cn CO ro Cn U) r-1 0 0 0 0 Q M Q Q 44 0 a Q W W P4 rq H 4 z r_( rn � 00 0 r� o A Ca 2 x > rn � 00H v o U E-1 L9 H � o ro 1n ca r� (Dsl N [, F' - LS? r__l LC) 41 w U ' `' h 04 � CD" 0 U] 04 �— � o 0 t� as w ­1 o w A H H E4 u w A c� W r•1 E z rl N H m co C) C) C3 w � p + N v U o co 1 m o N U H ,i H G N � twn "A N to m ry �-4 (3-14j H ri r-I i W r-i 41 Ln Ln R1 U h w �4 C)�' k-D 0 0 v w r' 04 U 41 ZO 4a H H H L)N0r4 A U Goa W HI I U 0 E-4 H H 0 H H Q 0 E-1 04 U) H 0 H H Iry v a c►) CR C7 p C C C] G7 :] =7 C G7 C? C7 C7 C7 C7 C� C7 C7 C7 C3 Er1 lfl C7 V i w1 7 C7 C7 Ca k i C� I= Sri C� C7 G7 0 Ln Vi car fn is f«-I- 00 en It 00 C3 en IRt VII � C3 tr i V7 CJ� kn � Cn Li W + vl �lc � 110 �7 �o �o i-- l� � i� � rL� Y^- co aG cc 0%. CT cl� cl, C7 C7 C7 C7 CD C7 C7 C77 C7 0 0 ® C) C7 G7 C7 C> 0 C7 C7 C) C7 0 C7 wi wn 6 6 6 6 V , 6 © +n C7 C7 C7 C7 lP 1 vi m oo 4� eP3 w] 11 --■ tr 00 0 -•4 t- vo In Cg in W) %0 \0 � � 10 � � r- r- r- r• €• � oo 00 cc CJ1 CT C97 G v rn a A °' o :19 a 4.+ a 0 7. ea o > 41 cn � x � 4-4 O cei G � te1 o G � A � o p • � "� a G ,. 1:14 � o w 0 " v ;3 � o n �, a �, ❑ v C3 � o; a3 as G G , > +21 iM YH" a a a 0, {�..J1 ~ � V _V _a CA �y� i.+ �w � rH� V] tz a o° ❑r. m0 A A C6.0 CA� C4 on cn EA A.r A= ul pC7 C7 C� C? C3 C] C= C:> C) Ca C) C� C)0 C� C� m 0c 06 C) Lei6 6 6 © m 6 C3 o V; r5 6 �- in Va 00 ONNilm - oo .-+ m C14 ON on C•1 rd N �? r� m rn == :, o q q q Ca o q (R :� =� o a C� =a q C7 `n C) Ca C7 C7 m C7 C7 0 W) rri ,-, ?" .-, ,-, t- .-, cam€ CN c14 r14 m m ro (n IV rn a (v X) �a w a a� a� kn o s� a M 4, =� 0 r r. > = o ai a ° • � "-� � to G., � _ G � G bi0 ❑ A O Dp --, -- C; C7 Ci OD r{ cdN}'/L�� '*•"{ } �-+ O r"{ j w od of 3 o r I o a o a v a a o ea Y '0 CO 4-3 � CO x U m H w A ° c A_ _ CY _ _ A A A A A A A a cn >, �n a 4 W A 4 I 43 W r4 E z H { N CF1 ri 0 r+� n ON o+ D cn o V f-. O CO ri I M O N r4 O U H � W 4-a �g o .r4 C M -a H t0 -P r i Ln W U � ti Q. o p 0 U �+ �4 as PL4 O 0 W H E E4. � � W r4 I z i o U � H H (1) W O vtlo H Ln R+ U ti O • Q U �4 �4 c) a a z A E+ HH A �+ E+ E+ u w a w a rs, AV rt4 LO 04 0 � >1 0 1,' 4-) (0 �4 0 04 44 M u 04 4J 0 ra 4J 0) r4 0 00 �34 r. $04 4-J u Q) CD 0 (1) 4-4 M 4-1 m -0 - Ln r. CI-) LO CD m m -rq H -H 4-4 0) (Y) r-I H q) a) ;j P4 4-4 r--i �a4 0) 0 t3� 0 �--1 0) �> Fi 0 a0 4-) (3) r-i 4J 0) co 4 ul F-I (1) Cu a r� -rl �4 �4 r. 5:1 (b 0 (D 0 �4 0) � 4-) (V 0) Q., � 4-) rii 4-J (0 �4 ::j V) r-L4 a4 U) U) W 0 U CO ry co 01 r. 0 0 H f:4 I-D 0 4-4 0 (1) .� -r-4 -P 4-4 0 a) > �4 ::I 0 0 .ri 4J (s U 0 a Z31 -P -P -W 0 �-_: a(D r. Q) r� Q) T E rz 0 0 0 0 0 w W 0 0 0 0 � 4-) -r- � r-I r--1 r-A M "4 0 U) 0 M (TJ 0 r .1-4 -ri P-i "f r-� M W T-4 z H N cn CD o 4 C) E-4 H r-i 0 H r--4 z 04 0) 4-4 0 09 13: 0 � q) fo b) -r-4 (0 Ln (43 r-A I�T 4) r-� 0', 41 r� H �4 > LJO C) 4) krr .14 04 (D 0 0 M U 0 �4 �4 a) 04 4 z 0 z rA >H 0 H >4E-4 P pq 0 U rX4 IM r2l 0 Ci 0 C> C� <=� =� wl =� tn tri C) 0 0 r-� wi vi C) frt <D 0 6 r-i 0 0 6 tri 0 6 0 C) C; wi C� f-i 0 0 Itt" 00 �6 00 1�-- Oo C% rn \0 C> (�,l 4ry ~10 0% c,) fn It � rn m OD mr en ri Ln t- C> V� 11 00 0 W) I t- 11 V) I C� Cr' C) C> W) �lc C'C) C I ) �10 CD 0 cl 0 Le) \0 ON C> rn N Itt z 04 110 oo o% C%C14 C14 N rn fn (V) r- 00 CD CD 0 :j 0 .4- E 0 E-4 M 0 —W C-4 0 00 tz >,� Cd t� 0 N V-4 tz cl, to 4 a -cl Ck 0 (U > t= 2 �:, 0 'a ra, A�p co tlo 00 0*) C) E-4 Fj 2W 0 H z 04 0 > 0 > c 2 = 41 CD (N llzv 0 > Cd co 0 0 3 r-i 0 0 4-1 3: 0 > r's 0 4-) 4-) - CIO 01 (t LC) .4; 41 oj 0 > o > r. 4- 0 0 0 0 � � H Ln sr 0 0 u .0 0 — 1 w 6 0 4� .2 0 0 4 — t.q t4 4--4 4-4 4-4 -CYIr 4J a4 0 c) 0 4� > U > > > > 0 > 0 0 z = > 0 P4 L= s W W W 04 04 C:) 0 >.* > "C3 0 t9 4� >,, - > 0 0 > �,,Z5 >, o g. > q m cn 0 F--i 4) �4 (1) a4 4- 0 EL w 0 1 > o >k 4� to 0 .4 4J C--i r i > 4t) �E 0 X 4 4- 4-) >4 E-4 H >4 rn E —0 0 #. 0 0 4 CA § C) 44 �U 0 th '4= 2 , 2 f rA IA #d -4 E 9 E-4 E-4 H 9 'o 0 o 0 o g o 0 9 VI " 0 C� C/I coo) th V) cn (n m (A cn (000 > — E u 04 U ,12 40 ` STATE OF ILLINQIS all, WATER WELL PLUGGING AFFID"IT County of Kane Greg D . Buffington - and Raymond H ilbner being first duly sworn do depose and say the following is a true and correct statement of the details of the plugging of a certain well drilled for water and located as follows } t f s ►lss■■sMi■'sa.•!■.pH�rOMH.M1Mr•�f+�pMMMs s e • ■ HHiM+•.■*■R 6.yw.sl�sasw■iw��•�.00K ■ Nis s!•jfss slip! � Ii.MM�i!►HN#■O s � ! ■ • ■ 4/iOYlias+a�Hs�.! •�• NIfM/• y�■i■1■ ■ s•■s!••sl a. .►YMlI+Ri■a ■lsi.tsati■ �• ■s#aasr■�.S■►MRalNiss :. ■w�ess+ ■ ii■ s■■HNRrai sspsR• ■•.!a••■■■! •s■!R� � .■a■■■.■■■• ..•r•■•Hs■• ��MRi •�ss■ss lies.■!•*• fOMlFf�f■\■ .•aslxwK■s•+ a►•a■as■.■as i•�.■i�■.a• •s■WHaa•s ■•►■•MH • M/44■ •s si! � 010900/0646 a • E q•sar■■ owes" S.!ss s■H;sssi■ •r■**/ "a Lentil 'WIFU ffl=fttaU a put of smu" mdo an tm�2,0" 114 ) 14cat#on its sectio 2 7 0' S& 3 5 0' E of NW Corner Section- Township 4N Range muininnnm■rur E asr re ounty vil � lit . Prospect # 3 Well name and number Year drilled 19 4 5 Reason forplugging,,_Lake Michigan Water Total depth.19 0 3oratio G a l e s v i l l e& M t. s imon How was depth determined? As reported nn■.®rnnsr. a■n�rw.■rrrwww■•r • ------ As measu rrwarnr.■ rrs w■rr+rwr. Diameter of well at land surface r.r._ 14 w -- inches Was well clear of i*structlons to bottom before plug - In No ,1 Depth of obstruction$ Nature of obstruction-- Bri!a driven to 14551 in Eau Claire Drilling permit No. and date, if known.AP—rl 1 19 4 5 Permit issued to J ..P .,- -lei i l l*er Artesian it Cable, Bate plugging cote le 6 / 2 7 / 8 5 Kind of drilling tools used_ .... P S� � comp le Property owner v i l. Of Mt. Pros e c t Address- 11 1 s. Pine St. Mt. Prospect 60056 Drillins cantractor_Lay .We. ter Co . n c ddress 721 W . -111 i nv i. s . Ave . , Aurora 60506 DETAILS OF PLUGGING Filled wit.Fro feet (cmmt or o mites) Kind of plug Concrete --Fro ' 30 T .0r -nnrr A eet ills wit Filled Pea Gravel......... 3 5 9 To 30 feet Kind of lu Concrete to Fro 4 4 9 To 3 f 9 .. - set Filled with Pea Gravel. . From 13-37 rtF.rrsruwwwrr r nrr ■nn To 449 wr wwrrrr.wwwr - - _fV' et Kind of plut 245 sacks Cement Grout Fram14 5 5��5 To 1. 3 3 7 eet CASING RECORD IN WELL PULLED OUT Diameter From To From To (In.) (Ft.) (Ft.) (nil, (Ft.) REMARKS 14 +1 427.5 Pressure grouted in Lace !IL +n 12tlm� lofter�ata►cb or Mudweu. DomesticWells D wlw Records for COOK county, 42N township, I I E range, 34 section. ..s:x.-.cox:�:x�w:.�.•Rn�urr.<r.;•nr:xnsx:,.nvcys,+..w��er.�;=.�:.�:.�ri.'wr ��-�F�.,:r.�:+u-�,,�:a'...:rvs«.:r..•xaxr�>-'r.:r ..:,-� •.,' . � ',..a r ....:. -�.. � .., ......-. � ......,... _ - r �.w u'cnx. >•aaM.a.r.. _snaz�,.,.....r_.r:1,.s.�..,. �.>.��.,.•�:;,r 'c:. •r,c%..._.,..�,�.,,"w:,-r .... .,�w' � _,. ,�... _� �,.-.:,;..,.:,, :..,».:..r .,.r ... .... .., ,_.v ..x;a... c.. .. ....n-r,<....rnw..�w ,.-•ti....�,..,a..a.....r._ .e.,.....,a r.,. xr..r�.„spa:: m•-s ..,v "Well ID Plot' Depth Record"Well NVell ifer ..,. ':•s: '- - �vx., .,. .,�... ;-�:...�.:_r-.-...:r: �: -. - _,- .�: ,.-...:,..�. _ ....,.,x,....a...,"r�.xsw.r.P.....,.....r..,nv_,�,:s.•sw;,:xww-wn`�r"�,r'ai^ ��.w,,ri�snw.—n��x�xn*,;,•:,_:.�:a:nyu.��:.e.,..,;...rr:..c�:::cw",��:.u..a:�.•a:"x......a. �a'eca�>:�,:.•.xza-�s�i•,r,�•a:::.•z'ar.;Tau;,s:eaumx,:.+e�:::a�:..vi:•.:;� Date Static � � � p g ..«,,w,,,w ,.. ., .,...,.<«,., .r.•,,.H,..�.n.r . „�,.. ..,,..,,.,A.,�..r��..,..,., _ s><,�.,.,�,,.... �.....,..,x...,�..,... .� .,_-.__. _.. x-,•.,,,.M.rc,..... .. ..•r.,a... .'+�. 3+,... .,...,,.,..,.,.�.,,,..,A. �w �.�,., .,.,�.«.�..n. Use T' 7I ��GPI3 T�........... .... ......... .... ... ............. .. ... . . ..... ..... . ...... ..... .... ... .... ....... .... . .. .. ............... ...... ... .. .. ..... ... ............... ...... . .......... .... 6525 -1 A .146 RG DO DL BR : PETER. .. .... ...15/ 1968 74 74 ....... . .. .... ... .. ..... ...... .. ... .... ... .. ..... 15...... .. .... ....... .... .. ..... 09/ � 00825 PILGARD owner: Alfred Busse `� ,'" �....a-x.�..fa..,w ..... .......... ........... ..................: �. .. •�".(:" ' �' .ir _�s� ?' i. � ,y �, - d rs" �'. . s� �;� ' e4�x�� :. y n:�,^....,...x �.. �;IK:i,••.C1s'.:.a}"•:Y -..� ••�' , r r;PS a+'p .... ,, r....M .^._.._.... ... ... ....�. . ,. z.._'�i�, rr�9C.�„l�Lr:.tt-.r..w"^.,.a`.r,-, '�-... .. .:s .. r.. �•.,�'3?., r:� 3'. - •ti' S. . F. ..,.� ,� . �.-..: :T�. .�'�� ,� iM1. u13�._.. "Y�e5"'T�Y�.r..�:�. ,'�1 4+. � ti5' "1� 'rc� !`�' `Y 1�Y� . fin. �i��': c.✓��"a.•z:...n..5�:..'•�i-rfv.cls"" .w.r..�._-�A�3•�,F=�.��.�sra;:,z�?sys����.�.'.r..: �M'�:5- ���rr9.x ,r."��"..x.x. �•�i:..,x"''.ssx�.�,L�>£�.-x.�ta:�..'.fi�_ �. ":�'• a .r ��`w-'�Y.';:: W ;o��S - . ., r�`y:S•' :-F .s�;'�.t � ..'�. .. w,...-S...•'YF�..;,is .":.a-:r.r,.�.4a'�-, i.�im'."7:,.,;.� .�a�°�`, z. r:r-..s"5�-,-x ..r., �s�....r�.,..5}:�x.::::�iw+�".`i">,`'.°�i•'...,,a'.�"Yam`':z:`^�'i."•�sa�-as�...���.,.f ..a,�e>'�: `12°N.TS .r.;.� 371861 3A 119 A DO DL ........................................ owner: Gettysburg Development Co yy��.��.`dy-a �e��qI. � x: G � � n �--�.- iF5 �v"`S": •I�„�'� I -i �i, '•s,�`� �xk: � -- s '!o��_ '^4 �'>'-�."• S "T�k::, aYc'�E�x:'�'?=c' . n..3�..a [s?A°4 °n �'��`n'`-�.-k�'3�...•�ii�6�A. ��3.§3�e7.'S. k'x+.•[.... -. ^}'.`Ai, �..'�.IAks..�&" �•�.++�1'Fvr: � "rrxY-..�5'-!:. � f r., y. �q Wi. p.S,�Sp��" �:i�u �. • �1<<iie����• n l ".e.-`:a �': .�.Yss,�'r�%+ _�. .. _... .3� .ie.. ..,.y:�-si'e' .g.�.,�;� ..5�,. „ ... .... .. ^.m-:.•.d..-'+nhnS' .....mom: w''i...'�,�a�r.+.,. r._.. SSi7.F�5r"Ya"`srw�`�.i,..-7....�..�..?�_ii � 3'.. 373293 I E 84 A DO DL f� -.ybP,s. .�i �:x•Y . IS. a w �: v�� .Y. ^��. .�. a,. x..is-,.tea... w. �,t.'.�r.h_W .�.�.nix. .a %�. _ 55'.'...«1.-, ,, ,. .._.,a A.: ,... r f . ... .... ... F'°,. .... re . ........... ... >�.�.�.... °: i Ya . _ .�' ::h"..sa,. 62 owner: Cooling Landscape Contractors .r� � ,.s 'tea'. � r. ,:.cy,.,, ^.f.„,,.�.e r r . '«.trx-: •sv 431734 6C C D Iw 11 owner: Edwin D. Baskin ,,1 ��..,,,,•• ¢e -, ,&k'"�sa_zrd�L':e'a:... � �� .. .. .'_„, r- •,.. �. t.. .:..,1.. r •e: ' '-:...�. •r�: .... ... ,i- - '9 � ���.� xc�+��wi x,� �ii�FTi -. .. ..� .. .��. S : �.��� .^ns . i3 .'hi:x..rd9.. .. ".�[.Y.�' :.�:rc�'.x ��t.-- n x��•,, r �� .+ .�� s..� AS s.:�k. ; ••ij - �•',+F �PL^.•. n... �vn��.x.....—..tic...3.?.n`er.•a..�.a�.r.."�?a..r�i:.2,..�;c._..f:i:'.i.•.rr.a..--rc/r�.. t5'N.:7 �5:=c-4.�..-,`Na.Y�,.x�.r.,;�'[.3.aYi-i�Y.'^�.Y.�':us, c.s$'_r.. �C�G:�:��}.a�„�y,y,, zY..•''a �`++;a, •x���'�' S• .+n,�';�r ��M+ 5>?.:'�„ -il't^ f:�i'�srN _,�L,�+�y �; y�"'.�"•.ay. ....� • .,�Fr...3r.,.a�s'>,. .e'�u. °rx;�.,. _, �`�y. .r' . �...� �-, �.x.., n'Y•� r� - rS'cvy. .. �i� .. R. N ��:�^k- 7s. >a•. �.. �'i i�r .. 5s` a°4 ., .� � •' ."3"r' � . - .�. g . .. .. � i Rr+.�W, a�.. ..•r.. .-eb�:S•4r�S,,......5� .' �L...,h .: �"^.x��.-. •.: �.:y,r:.�•n•. r.../._ti[': aa,..a�'..���...� �...�..�'.�._ a<A��"t.�.._J�%:'"^�.'� t=Tc.+.,•.n?T'y,3� �;` y��� �wr� ��.v 504578 2F A DO DL 11 owner: Matz Funeral Home ����ew�.�� :i ...« .�� - x '��. � •'r., F- 'd .... � -ri: 'a:1,Y:�:e.: . ...c..v. w,w, ::.......a.:..'xaY::,•�_•S - "-ai`3s�-;sx I' �...�-•;i..., .?y3yy ]" ._ u.-.. 1z•'.r .. .",:, rc-f•:•n �d� E A u ..�"n�Yx� �+.�G`ti. s...acSM„Y�v3��`sm-.: i.C:.V„..•,..nfs. Y�'• L`t'GSM .�F.iT�-L. . � r., eF ram• S.`-.i -><. x--, lam""G :iS ''� ' ;�: �x• 55»'+k� :F'4'. �.... x . :�- r .. ..h�..�,xT..i+3P3.: �5',.Fae�..,..`�. SVFx..c�'"+*.`:zir"`.z+'.14i�'�.�P.� i�w"w..`,...-�.Y-•�� ,.•�":v.:Y�. r:4�' v..�s..c�.,.r,.�]P.aw'�..n�i..,,,.n.,t..�,_...r/..r]?,"'°`+a � . .. .. -s� ^Y. � -•, r '�-�' *.'.�-" '=e,Y•. .'�a"'y -� �C'.: ��''ei rXyx ...!A'�•.'3 .r-�.7��.. ..YS�s�:£,:�' .�.a�ii-:c1t... �':.:x�i::�r_�.. �?`Ir�.-. �rT. ,.,..�� ", ...._';.�i+! �-c'� - y.r,°�F}��+,7�. +�C i ... _ ..... . � ..-.,i.. �.`..•�.....+.:z°�i�`.M.i"'"..�'""-�...-.n e...�"x:.r"r�..,�..�5�3.'�. s�n�`�'�`"y��..� �. � a9s�. M�''--�,.� . 504579 1E 90 A DO DL 11 owner: Mt Prospect Park District � w�•e� � �a .�+. �y.,��. •'.. �.��v ��'��w x•�F,''?�'�. �. ��...- a�^•i .tea, �[�c.-x-. �� xw o- � `w 5 •V" � F'w 3 �°- •nY-��p. .�zi. 'w.rei:�'w 'ti ir.-v �:nr .ral.°�Y'?'i.'�?' t "A�x �w '.�•ti �?' it ' : "',�'.nrr:�c � r�-..r ., k`�. `v`�i '�, ' r^_�•,z��?r.'ir�!��,n �'s..%"�w.i...:�".�.n�.,tx�....:�i�°�......„_.ntsF�i �vy.x.•ar.. .,,..-,�.�.........�..�6„_i._a.:�.-`�yii�'.�bi' r . ..� .'J• i . ,n. .. ..�•...V ..'.6rG'..Y"fi`:.,5.�:GY%..�icv�,4'Pa..�ir n ate. � w � .ST:. .. � .A+.. �4,�'Frx..•,.s^i,�..r.ir/Lw'£`.x>'.i',.(f..`Fa.,s.sa-.-h�.�...,h.�'.l: 504580 2H 60 A DO DL _�'�!^.� �.. r. �f.`.,.s�,. b ..f,7'. -L �. ,u .+a� I�kr:....,:.�.:..��."�� .. ._ ri?�..W` ^.-•����'.�...x .%�ii'�C^:'�ir..'CM1 -��.. ' .. �.. .-. �,....�'Slr.�.,�-..`:.!2Y/,:`A':.�%ur4'Y.',:H:'6L�.....�Y:�•. �m�".A"T2m'ni�.'.L,�� ��n�.e^a� 11 Owner: Henry Bros Co .rmr.�F r.:�::.rx.�:r;�.4•.•znn=.:n�+vse rnav,€,•r�-�',>za;,•�.cxn'r,:x:r.'?�::; v:s�-�'M.:ar.•.;�.:+eri:,>.>r,he.•r�:,a,: can c . -�,r <1 diffe,Fettt Secl it If this page does not print correctly, change your browser's layout mode to landscape. Please view our Data W Disclaimer Vy ate m ell. Records Policies , and,, Procedures. and Plot oc a i oll "r 43 Column headings link to data explanations. DWD mData Rse v r .D lairn'kr.x. Cod§t��c Us -1.e1. Ili is Stag Water Survev w. 2204 Griffith Dr., MC-674 Champaign, IL 61820-7463 217-244-545 9 C 2022 University of Illinois Board of Trustees. All rights reserved. -- r r For permissions information, o tac die 11 ono s �g :� . AIL Domestic'NN"ell's Database Sections for 11 E range, 42N township, GOOD county Please choose a section below: Y� P j' 4 r � � -.�.;. n • -3 ':�a -tea 0 C ` 5 f 0- Q,, � �•.. a y u � g.JY� „�5. .-.�... -� �°� �+"r• -L^�-° �:."-� ' �.' � !.��t r'; � "#.tr �' ' �;�e � � i r� Y�`•% �°`F �'V.�"S e;�'-�'�r•,. � �-g � 5 r; s y'x � •�-'�•^� r; � _'k.�.�..a":ti$. '..�.�'. � � �` � :=.k � �" � •• ra ..'+ _m_�- �.; r�•'�� �a i° � : "•4 � ��-.T._ � �, ,. • f� �•� p•�- ... gym- _ .a ..yY.,,�. r� E �._ ���' 2�.'�w-•' :�Y Gy � � '� �' ` r x,. � .�.. 'i-s s.�•,���. .'i �;�,r � i�i �� �=.:�.',,,�.,.�+e,d 111411-0. s State `i-fter u ry e. 2204 Griffith Dr., MC-674 Champaign, IL 61820-7463 217-244-5459 g 6 xg _.S �� f� r gay � .� 1 �- a �. § _, ,,•� .-�. "� �r � .� h b�, . .,,i N• _-i-&. g ? � D' Yid .F. .-^.H- . �.. L C 2022 University of Illinois Board of Trustees. All rights reserved. For permissions information, � n.-t- Tc . -1 ��� � s S- �t e' - tte- � ��r- i1E �. .m � m K �.,y `a ....,y� .�. py--.Tz I - "..� a - n4� '� � -: �, z 1 Ate,}i � �u - 3 r� -a - �1 -�i r r „� f --,- �,$ p mP jI .3'. �` �e€•,• '.r y�' E! K� ``� e,. i....-.y S ;?may 8.r...=r ba k. ■ wfnr�v.yr•w�re�.....ti-.i .' ...e.a�...+�e.-e �....a..+...+�q+� .. ............. �...c+.�.. ,n�ww ...�wuw•..+e�.+..e�.....e Do.mesti.c'W'ells Database Records for COOK county, 4 IN township, 11 E range, 11 section. i Aou _D Plot �Derfth; Record. %A)'elt Wei', 1. U I mow Da Std.aic Pu-ap �-nu, P�_arn i _u n1k I -"-e I'M SGS j se pe Ty Drilled 'Leve.1.1,ev,el GPM Hotirs No, .. . ....... . ..... �8D RG 34717 160 DO . .... ........ . ..... ... ........ "BR FRANK ..... ... ... 04/01/1976,17 30 4 29738 SHARPE . ........... . ...... ...... ...... .......... .Owner: Phil Jeuck .. ..... .. ..... .... ...... .................... ...... . ... .. .. . .. ..... .. . ...... .......... .. . ...... ...... .354409 .7B A DO DL ..SNELTEN 33 ..... ........... . .. .... . ..... . .. ....... .. ....... .... ..... . .. ....... .. ............. .......... .. . .... .Owner: John Carrico ... ......... . ............................................... ................... . ... ...... . ........ ...... ............................... .......... .. ................... ... ... .... .......... .... ... ....... .......... .......... .. .. ..... .370944 _81) .138 A DO iDL _EFFLANDT. . .. .. ................. ... .... . . ..... ................ ..... ................. ..... . ..... ... ....... ...... ..... ... ..Owner: Innovative Interiors ................... . . .. .. .... ... . .............. .... ....... . .. ........ ........ .... ....... .. .... ...... ..... .. ..... ... ...... .. ..... ..................... . ......... ....... . ...... .373236 .7A .117 A DO DL ....... ...... ........... ........ ... ... .. ..... .......... .... ........ ...... .... ... ........................... .. .. ................... ..... ..Owner: Bums ... ............. ..... . ....... ..... . ....... . .... . . ............. ........ ............. ... ..... .. ........ .. ..... ...... .... . ... ........ .... .. . . ........ ............. .................. ... ... .... ... ... .. . . ... . ... ............. .... ........ .... .... ............. .428169 8B 107 A DO DL 11 .... .. .. .. ......... ... ............ ... ......... . .... ....... .. ..... .......... . ............ ....... ......... .... . .. .... .......... ......... ... .... ... ... ...... .. .... ... ........ . ..... .... .... .... ................. .......... . ........ . ...... . ....... ... . ..... ..... ..... ... .... .......... . . Owner: Smart Group .453237 7A 108im. DO DL H ... ..... .. ...... ... .. ........ .... ........ ........................ . . .... ..............• . .... ......... . ........ ............ .... ................. ... .......... . ......... .. ........................ ................ ....... .... ........... .. ............. ... .......... .......... .. .... ... ... ........ ......... .............. ... ............ .... . . ......... . ... . . .Owner: Not Reported .460454 81) .140 A DO _DL H ..... . ... .............. . ..... ............. .. ....... . . .... .. . ......... ...................... .•............. . .......... ........... ................... . ... ....... ..... ........ .................... .......... ............. ........................... . .. ....... ..... .. . ..... ..... .. .... ............ ....... .Owner: Hank Teague 498230 .8G 150 A DO DL SNELTEN H .... . ................ I., ....... . .......... ... ... ......... .................. .......... ............ .Owner: S emar B ldrs ... .. .. ............ . .. . ....... .. . ..... ............... .. ........ .......... ............... ...... ... . . ...... ....... . ........... .... ... .. .. ....... ..... . .. ..... ........ ........ .. .......... .. ... . . .... .......... . ... .............. . ...... ...... ...... ..... ............ . ... ...... .... .498231 :8G 120 A DO DL SNELTEN 11 . ... ....... .... ....... .. ........ ..... .... .......... .. .... . . .. ........ ........... .Owner: Semar Bldrs ........... ........... . ....... ........................ ................. .. . .. ....... ... ... .... ..... ........ ........... ................................ ................ ........ .......... ......... .. ... ..... ....... . .... ...... .... .. ...... ..... .... ...... ... .......... ........................................ .... .. ... ........... ... .. ........ ............. ....... ........... .. ........ ....... .... ................... .... ...... ... ............. .. . 510115 .8E '140 -A DO DL H Owner: Mel Kusta 'Sear-� '--;r a dil'fere-co'- Sek-1,tH'0_`1 If this page does not print correctly, change your browser's layout mode to landscape. Please view our Data fffisclahnttllr %Vel[ Reco-n-11ISS Po'1,j1(,,,.i,,a2�s a�,Icl '�111-ocl,.zdttres. and Plot Locat-l"'31.11 sv.stem. Column headings link to data explanations. T -4 - I V i 11 DWD 1-orrie I Me�a Data I Locat.1­0­fl. S—Sterni-i 1 0-t �[ 4"J'1,0. 'I'll W''lls Database H' 'e I Do- e Illinois State Water Surv,ev 2204 Griffith Dr., MC-674 Champaign, IL 61820-7463 Domestic NN"Als'Database Records for COOK county, 4IN township, 11B range, 12 section. .. .• .. ...�..... �. 7 wrw ....�.. ni...rvv a-.,._...,.w..,.e a...vt.,.. ,: ..,.fx> .-x�K,ws.-r....n... v .r..,cs..^cs.c.u. ..-ar....ss� ..x-.sr- -a xa.?. .. �.. .., .. _ a ..... .,.._ ..:,� . .....-..::...r_ _,.........,�,. ..... ...,.:. _•. ... .��..,...�....,,.�.. ,....-.. .�...wx ". a:�•-, .s-� �-. ��,,., x^:a:.w���:a:s;�ia:�;�uu•:�: .=.h :. � xr::�.w:�.....-r.:,:a�Ke:: w..,;•; -.;• - • w,rra._� .ia�r' , >,v�i .. s.., � -.. •. ,+c, ..�s .-.. .,. �L'-.,✓✓•'-.n'H �...�.. ..�- a. n..�\.-t..h•..en':•.c...... w.,..e�... �..ra•......u�'�1^,�3r..x-.Yx�un4.l.?S^.4-+�#..........,x:o-..t.n[..�...mx:..:��u::�1$'a:��s,:k?avere(.�_"•r.=;d":c%�'�':+:i?iKis_S�.:C:Si�•:'<.'.x�.�:.+_e:�'n!:r:u:V_5`.4T.:::ai-:"t"�'M:J•an'-k'L:rrt:�C?'C: ii!dY'. "S.. ]-s'i` H'E. x.*.'J'. .-'.U.� �.�y.: xs...t..,.lr±tiCS!....[..s,�'.i,...:�ry^:�:iir�2rr.... .xis-., esa.�+,: )K'.i:' .✓`.. rr .. .. r?s• .f. .U. .. � r .. .. .Well t - - :�-..�^ny� .a. � �,.a) �r � � r � •.� Driller in. Static - _ - ,� .� ,.k -,y,. � � �.. � � :�- :� -c � � r '� Q - ✓-•� " 1 � 7� . well Level ours e, Use Drilled 'Level G-PM No. 431614 lG C DO NR =NR ll Owner: R P Smeby arse�srx:�:::v,:.';.r.-r+: .a:t,:s:=. x'rss;=,:�:'i'rM::•,ti'::�r-:,'+sux;;. '+r`.c:rs:r�rc,•::z,�z::;RQN1 -�. ^r y..s.r � � .� -{` �F� 3.� ��"� �k 3- '`�[� ;� ".•,� lam.` S .�..� f } $�� a,.m .$. � ✓ � � .� c_.� -_. �4r �;..�.x �.r.� '�+ �. �..': 1....� If this page does not print correctly, change your browser"s layout mode to landscape. Please view our D�ata .�_,. k Mah ne , b .3 a: tr�`L,. g �� �al,ld Procelll- and n . ; ; wrnxw �� y.,.w�w�:.mnmww.wa.� Column headings lire to data explanations. °� { .) _ � � P lr2/"� g I '4ry . ':�..e �.'FS... FE[ ,� r I iil � !ja `EEI.�.�..'1....§.tea+' xa.K.•ai; ro•....._+�,.C.s s7: _ i,....,'k 'sn�'x...+ff.,, f �._s,nr.n.�'i�ar.1 J •L ."s..n. 5de.."! .. ...4r ,- 6-i � f 111 11 .1 .�` e :.. si.-``"` ..J.....�..a....,e.�.-.D`a`:,a�-,a ,ti a • e Wi n.. x,.a .. l 111ill o,- i's State Wa te.r S wtwev 2204 Griffith Dr., C-674 Champaign, IL 61820-7463 217-244-5459 �'Z � 2..J . '...., . , s � � l i. (0 2022 University of Illinois Board of Trustees. All rights reserved. For permissions information, .! kw : 3. W he 11 1' in o � : ta� %A a e � S K:a �� e1 J re�wm,`nR� i-nyv+nawn .f .�w.•n »�,...m,�m..-.a..F:.N a rrwnaa.��.wrevera rr..�,�e .+�........wme�,.,7..�,5. f..�..,� N �.,� y � r n_ i �S i .� � a -..a'�"''4"k-''�' 7 - �' -, a ••r .--a P •� ••zj � � , � .r : " � 5. r. •w.a �' �, .e� �. Y "�'i .µ ye! -��-+s � •�'- �r•a ? - .��:,,. .' w.. ..�° .� ±. fir_ x.-',.' s_ t•.., S:, z '+k{ ";lN �'.�,:„a° a..L..�.... ..� PP iwa�k s • :a �. ........_.. ............... Jo . . . ...... 1114t mr r l n- lI% IrN y , "C", 11 V 1_11 V71 pi. or " 41"" t I', 11 IV 11 Wu VI) CL coll i,illl LO 41 . . .. .... rO 111,C) AkW Ila 4N 'wq 0"Vl 5 "WE �2' r �, TZ 4vim ks. m. OT11/1 If Illrpr I no ­­­­ ........ .. . ............... I ,t�M:w w Im > > ) < 0 0 z 0 0 0) (D o —6 M m 0 0 0 C) 0 (::> . 0 LO 0 .c— LIJ C) LL LO C"4 D cr) z < z L. LU W rypo A L CL t 0 U) 4-a 0 C) U) o F— Source Wa-ter Assessment Program Factsheets Select Water System Type Community w Select County Adams Search County 116M Enter any pert of a Facility Name mount pros Search acility Name Search Results MOUNT PROSPECT Select Water System To view a summary version of the completed Source Water Assessments, you may search our records by county or public water supply name. This summary information describes pertinent sub -sections of each completed assessment including: Importance of Source Water, Susceptibility to Contamination Determination; and documentation/recommendation of Source Water Protection Efforts. However, summaries of Source Water Protection Efforts have not been documented for non -community water supplies. It should be noted that these Source Water Assessment summaries are presented in strict compliance with Illinois EPA's security policy on the release of sensitive information, Therefore, all locational data and maps pertaining to wells, aquifers and/or surface water intakes have been removed. To obtain a complete version of the Source Water Assessment Report, please contact your local water supply officials. Water Percentages: Surface Water % Surface Water Purchase % Ground Water % Ground Water Purchase % Ground Water t1Dl % Ground Waiter UDI Purchase % 0.00 100.00 0.00 0.00 0.00 0.00 Importance Of Source Water: Well Data For This Facility: Well ID Well Description Status Depth Minimum Setback Pumpage Aquifer Cade Aquifer Description Max torte WLW930 WELL 4 (00930) SEALED 1 1301.00 200 0 5060 Deep Bedrock 0 WL00931 WELL 5 (00931 ) EMERGENCY A 1822.00 200 0 W50 Shallow Bedrock 0 WL00932 WELL 11 (00932) EMERGENCY A 1345.00 200 0 6080 Deep Bedrock 0 WL00933 WELL 16 (00933) EMERGENCY A 1917.00 200 0 6080 Deep Bedrock 0 WL00934 WELL 17 (00934) EMERGENCY A 12€6.00 200 0 6080 Deep Bedrock 0 Intake Details: No Data Source Water Quality: Finished Water Quality: Potential Sources Of Contamination: Site Data For This Facility: Well ID Site/GMZ ID Map Code Name Distance Status . ......... WL00934 000011031 029C OLD ORCHARD COUNTRY CLUB 430 A Susceptibility To Contamination: Source Water Protection Efforts: Copyright 0 2011 Illinois EPA Report a Problem Drinking'NN`ater Branch Water Syst sm-Detaffs Water System No.: IL0311980 Federal Type C. Water System Name: MOUNT PROSPECT State Type : C Principal County Served COOK Primary Source: SWP Status A Activity Date 01-01-1923 -PgJntj..Qf Contact .......... ..... MOUNT PROSPECT PUBLIC WORKS, DORSEY, SEAN P. OC/AC AC 847-870-5640 1700 WEST sdorsey@ounrD§ct.oratppg ROACDEINTRAL MOUNT PROSPECT, IL-60056 MOUNT PROSPECT PUBLIC WORKS, DORSEY, SEAN P. OC/AC OC 847-870-5640 1700 WEST CENTRAL sdoir,13, 191x@—Mo rospect, r ROAD MOUNT PROSPECT, IL-60056 1700 WEST CENTRAL BOTTERMAN, CASEY DO-DS SA 847-870-5640 ROAD3 pbotterm4aftauntp spectorg MOUNT PROSPECT IL-60056-2229 Annual, Operating Periods-....&....PQpu1at1Qn Served Service Connections 1 1 12 31 R 41492 Sources of Water CC 08-MASTER METER I CC A CC 09-MASTER METER 2 CC A CC 1 O-MASTER METER 3 CC A WELL 11 (00932) EMERGENCY WL A WELL 16 (00933) EMERGENCY WL A WELL 17 (00934) EMERGENCY WL A WELL 5 (0093 1) EMERGENCY WL A WELL 4 (00930) SEALED WL I Water. Purchases C a 0 � U V N A Q ¢ E 0 V� n 0 �s a- a C. a 0 a'u �Z v a •� a rss 3 a) .-> .6 n Z o V) 0 U p vi `vr Q a-x-- Q a a a 2 -0 L u s -�: C 5 N � n a O n C a 7 ° o o,' p v e rn v o �c c v-a o -n C U cy 0 '= E ❑ Q a 0 3 H -2c ❑ _ o- E a v a U p ❑ S7 L 73 N N L a Q T 'y 0" .0 p- c 0 3 0 ?^ u U Qy ( O 0 > 0p - 0 0 0 a E D °° ¢ y w a 0 A 0 w ay � � m o CD � E 0 Q o L N C C 0-0 i ` Q 0.. o � Cy! C],. yr C 0� 0-0 n L 0 E 0 V w U 0 O 0 Q Q m 3, o a. 0 ]. v c� E.E 3 a a aD 0 v H E v m a? E C p N `J^ LU V w Q] w 4., < c o� m o M a Ca« C .L i N ( p N .0 ` 0 C Cry �j .� U � E IV [) a S7 C1 o p 0 (DC 0 �I 33 e,! I� C C (D 0 coL B t3 O C 0 '� L V L N L �- j -0 E p ' Q @_7 (�J N 4 E X �y Li O `, O 0 C1 O w ❑ a _ N -- N A N N 0 N L1.. u u7 ..2 a E a3 r-. �+ CL CC4 [� ti w C] U y n "' C []] a N y 4 0 �j a a� = a 3 -a 0 ".µ' V a a M, 0 ' C -a 0C v _.. U �c CL c E a�4s c 0 0 �CD a E ��CLa a 0 E 0 v3 `ua] 0- 0- 0 C: � ] a xc 0 Q= u v C'3 a U) m -� i7 C A E a� a ' o cs rn0 n 00 � C r �' 0 w 0 � L >. 9 _ C a %W 0 S Q C 4J C �i.. CO ' y„ �.. C' - T n Q U 0 C7 N N C C (D . N `O C 15 C E L C A i3 �_ 0 c Gam. 3 K❑ E a3 2 , a `E E -f a c-0 C E_ a °' c -a E U7 � -cs ?' N -o v a Q -a �? E E -a a C� rs � v a. 0 C �' 0 E ❑ _0 C 2 (� y ❑ Sr? L as a C �3 �] t3 as � ° �, E .0 L°8-0 ' a 0 _u � u ci Q �, o a BLS"] �u ❑ - -a L-= +u a+ cu p N 2 c p v c a 0 0 r3 u. 0 -C p s y E 'j C %A- .�. E �i u A p O C '4 a- C v, -0 � a] 97 c 0 o "C3 � p (D @ C U C7C r 0- C CL E D . S Q7 O o .� 4Ci U H �j E i iC14 �- c fur Ca 00-1 . C d yL +�- 47 u 0 ]� C �, -0 ?� D E 0 ui ` - s Ch r- `�" a] w 7. 3 V CS a y ca U E C7 ❑ � CD a b E y 4 ,rC � L • F- 0 p �7 N > T M UC p cJ7 � U 3 r L} v_ O C3 0 ad a -a cE E `C �U v d U Mw V 0 `0 0iC T �C] .E o° E°H j ?' o L v 0 a) � '= avi v 3 i 3 w 3= ay p °; E L L E 4) 4)(3 4) 0 N = fQ O i] CE1 T a C ]+ w GJ 02 3- N 3 m 3 M 5 N 0- 0 w fl Z � m= N E --------- 0 gw 2 .� a a e a 'E r iS awl r9 �r c � .� � e A e � � � � � � •s m � • Amy � na � ao $rxa .pp� j -P a 4 -1 m� : i cl J n LU } N M N n n <N CO w Iff CL A. _ Lni10 � 1 z 7 a • CC S a G 6 w r L3 d z i 0 =- z LL i w ,. r C wi 0) a) La a°i ❑ as ° a3 C3 .6] �= E °'� O C a] �"' C ❑ = L "Li 0 0 ❑ C f o 7 w❑ �7 So- N O A -2m CD Lis c❑ , �,� ° a �- as c0 CD 0 v � � , ° � � 'N � s ¢a cs cr3 ° � 'x] v ° [' 7 4) c ❑ C ❑ ].._ o � �� C3-"❑ Q � a7� (D 0 ID ad A❑ -u ;p -❑ C o r❑ � . c E LU 2 c A �0 =oE ❑w ❑A u E qa°m .��o cEqp oo Z°•�v i ID a zr� �cE L© a7❑ Ei - d k Cr �r7 r� LU "°�°ooE00"aa-rsm�°'�_"o-spa-v.�a �� �a �' °° ,.� ❑ p a 3�a� aU m C sc og.❑o ID 0 CL -ate 2 Z• >,� ioo© ErL)r-(D tea'!— —® ���� qs�a �7• ❑ -� 7 C _7 3,. - � Q= O •2 E 0 rL 4 � O O � Ls CD M 0 — o � o J � �- O � � p °' ~ ❑ �}ry+ tag 0 ° y -❑ O -10 0 'a O a -0 ❑ m E �. _ ?. u c � �� � L� N � CD � ❑ � E o y �; £_ C.Cm O M -2 °ID -o❑x -•�fl -E w �' �a0 • Q ¢ auj0 ma�ar�,q_vn E �� 010 �� a o❑�'a�—� C3� q r_-aa.��E 0 e a ❑a���•. o❑°o �s °�o� �❑�°°o°a� _ A,�Lsoa ao�E >' ... z - 4) i : D .L] 'L7 A O 4 q} p ❑ C3 1 r} .E a7 [f. � u o 0 DO 2 0 ❑om2_°wi •a7 . C ❑ C C ;u ❑ t17 aN O? .r en 430A x0 . D ro- N m ° A0 c 12 o °�10 cs°c e ❑ ar ° g' 0 .2 E 0 _ ❑ E 1pL- C} O V w E p C m 2 �< ci (DU v D — a-- r LLJ o 2- D E �• E c° C3 o LLJ o .E V a- w Lu ci u 0 v ` U z �yd t p -Cc � 20 a w cc a Leal 's L7 w aae w ua W O 6 tJ •� V' � O C4 M �+1 O�y V nCA �S u LL i z 2 9 i ; � 0 = Z ry 0 C c € o d 4 '�? ❑ o a A n w FtLU 0 a b (•1 'ter 0 Cl y °q B n o p ci re o® •g v i'? �r �� '� 32 a � v r� c r> o m eN.l ^ e� ;t sti o Li� �� LU LLI Jd o 7 ❑I Z Z ul u >9 p 16 S z Z' CL Vg `'n E w� E Y. n n 9 i .�.- � yg 1AJ.• �E 'q �� Li P 3 �u m Z 'y °u F uU � ii 6 u � �u i u 1911 mu [ is A q 2a 09 iJ1 3 i Print this page ---------- C, 0 0 7 N IN 1411011111011 KlIn Iff-MEM-No =-,, MR IMU01114i lei The Freedom of Information Act ("FOIE,") is a state law that provides all persons with access to public records. It is the general policy of the Cook County Department of Public Health that all persons are entitled to full and complete copies of, or the right to inspect, the public records in the health department's possession or under its control, within the parameters of the law. Further information on the Freedom of Information Act can be found at Illinois Compiled Statutes at 5 ILCS 140/1. Company:* Green Wave Consulting, LLC Name:* Shawn Wolfe Street Address:* F444LOAsch Grove Drive, Suite A pity:* Springfield .... State:* I Illinois Zip: 527'l 1 Phone:* 217-725-7559 �Xxx) xxx- xxxx Fax Number: Xxxx] xxx - xxxx Email:* shawnw@greenwavecon.com u!a1'cyyz".m'!: %�'�'��3R .��A'"^.T�=p:.ib'PJS.�tTSN.SaYa.Wxhi�.4�P1.,: •.,::«'---..".::vi!:gY 1'f?A���?:SkS-eY�,nY.?maUiH<a149Y FOIA Information Type of FOIA:* Septic/Water ' i Street Address:* �310 west Northwest Highway City:* Mount prospect State:* Illinois Zip: ,r.....if not a company, please checkl 08-11-204-015 Add PIN Add Newltem Date Sent Requested:* F11/19/2024 Summary of Issue a JS '��� ©eleteNewltem ,'Any information regarding private, semi -private or non -community water supply wells with -500' of the boundary of 310 West Northwest Highway, Mount Prospect, IL (PIN 08-11-204-015). Please include most recent installation/abandonment permit information and site plans for any identified wells. Annual testing documents are not needed. Search area map and list of parcels attached. This information will be disseminated with the s Illinois EPA as part of an investigation/corrective action of the Leaking Underground Storage Tank (LUST) site. Please do not hesitate to contact me should you have any questions. Thanks! Attach PDF, DOCX or TXT file. PDFName Select File Choose Files !Parcels wit...g by PIN.pdf EEMIT 2024 - FO IA Form LO qr� C) I CL E ............. co If C) n L L, off, ti ME MMI PHI EPE F m N /E "" f V v fj j, �vj) . .... . .. .... . .. . . .......... ..... . Ij rr II f) ri If 4- C_ W Ij ,// . .......... . . /', 4-J Co 0- . ...... .. Al wLn 0 m 0 m 0 Ln 0 9.0 0 NM 0 0 m 0 N 0 rv 0 N 0 M 0 m 0 00 n ran 0 W Ln a)LT LnLn LT Ln m Ln a) Ln L� Li') ai LI) a) Lr) rn Ln a)cn Ln Ln c3) r-q �#" m o N o m o nn ovj r• N N N N N rq r� N N C� N N N N N N N N N N N rNI N N rd N N N N N N N Ln +-+ U (l) +-+ L) v +-J U a) +a U va +-3 U a) +-+ L) a) 4-J U (1) +-J U a) 4-J U Cif a -a U va -1-J V a) V LU 4-,� U N +-A L.) a� +d U L� +J V va 4-J U Q3 +J V a3 4-0 U a� �a U QJ 4-+ V 4] 4-J V cU +J U aJ +-J U w 4-J U a) 4-J u W +-j U CU 4 V (1) V v 4-J U W 4-0 U a) 4-J U Q) 4-J U a) U cv U N Q.. LI) Q. L/7 S�, V) �, V) a in a. ifi c1. LJ) a 0 �. to cl V) a (A v. (A CL V) CL V) CL V) a. a a CL CL a a. a CL a a. C. a. a. CL a. CL CL Q. v. 0 5... 0 v a o L 0 0 a o 0 0 0 L 0 3.,., 0 0 to 0 V) 0 V) 0 L. L/) 0 V) 0 V) 0 0 v Ln(A 0 0 V) 0 V) 0 V) 0 Ln 0 V) 0 V) 0 V) 0 V) 0 V) 0 Ln 0 0 0 a.. a_ 0- CL CL CL CL a_ a. CL CL CL a. a.. a. a. a.. a. a. a_ C. 0- CL a_ a a- a_ CL 0- 0- CL a. CL a CL v 0 c c c c v c c c c c v 3 3 =3 a 0 0 0 0 0 0 0 o 0 0 0 a 0 0 0 a 0 0 0 o 0 0 0 v 0 0 v 0 0 0 0 0 0 0 2i Z 2 2 +.0 as 4-J au +-J (1) 4-J (L) +-a au +a a) +a 4. 4- +-+ +-J 4-+ +J +J 4-J 4-J +._ a W Qj a) (D au a3 cu v a) a3 a) a) a) Q) a3 :. ra rrr� m m ra co cu m m m +.� co +-+ ro +� m +J m +-+ cis +-J co 4-J co +J cry 4- m +-+ o +� m +-+ ra +.s m + m +.f m 4-J m + -' m 4-JJ m 0 0 a 0 0 a o o a 0 0 0 a v 0 0 0 0 0 0 0 0 a 0 0 0 0 a 0 v 0 0 0 0 0 a cz CL Q. CL a. a. 0- a v. v. CL 0. a. a CL C. a. 0. CL a. CL CL a. CL 0L CL a. v. 0.. 0- a. a 0 v 0 0 0 0 o 0 v 0 0 0 0 a v 0 0 0 0 0 0 a v 0 0 0 0 0 0 0 0 0 0 0 0 LJ U U U U U V U V U U U V V V V U V U U U V U V U U U V V V U V V V U to t to tx4 to to Gci W to to tit} w w w to w to txo to w w w w w w m w w w w w w w tip w tit} c v C C C C C C r- C C C C c i c c c c c c c v c c c c c c c c c c c c a3 a3 as cu cu a) v a) v v a1 a) a) a) aJ W aJ a) a) a) cu cu a) tU a a Lu (1) a) v a) a) cU N v by LD CD tD to t17 (%D to �-o 110 t,D to (.o tD to to �o Ln C7 Ln 0 Vn 0 Ln 0 Ln 0 Ln 0 Lr) C) Ln 0 Lr) C] Ln 0 Ln 0 Li) C] Lf) C7 Ln 0 Ln 0 Ln 0 Ln 0 Ln 0 Ln 0 J) 0 Ln C) Ln 0 Ln 0 � 0 0 0 0 0 0 CD 0 C7 0 0 0 0 0 0 0 0 0 ea 0 0 a 0 r.. L.v 1 0 1�0 �-o �-o ILD flo c-D t..D to Q0 L.0 �D ko to to to 0 0 0 0 0 t-o 0 0 0 0 0 © to t%o to to �o 1 U 1 U 1 U 1 U ► U 1 U ► U 1 U ► U ► U 1 U '► U q '► +t 1 1`1 1 1`► 1`1 ► `► 1 '► A ► 1 1 ► 1 ► L► '► 1 W W W W W W W W LLJ W W W U W U W U W U W U W U W U LU U W V W U W V W U W U uj U uj U W U W U W U W U W u W W W a. CL LL CL CL CL a. CL a. CL CL CL CL a" a_ a. CL a. a. CL CL a.. GL CL a. a. m CL CL a- CL CL CL a.. Lli V) Ll7 to Ln V) Ln V) (A to Ln vi Ln (.17 V) Ln V) L4 V7 Ln V) V7 Ln ul J Ln (.n V) V) Ln Ln Ln V7 i/7 Ln 000000000000000000000000 -007C0000000 CL CL a_ a- cL a.. CL (a. a. CL CL CL CL o_ a. CL a. a a a. a.. a.. a. CL a CL . CL. CL I-- F--F- F- � 0 +-- F- H �— � H z z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z 0 0 0 0 0 0 0 0 0 0 W Q �- c� 0 _ W > > > > > > W W W > > W Q Q V)LLnn LLn Cr .J Q �-- Q �-- Q I-- Q �-- Q f-- Q �- Q Q< Q Q< I ;— h- a--- w J J J J Q C VZ Cr Ln a; V) C� to C3C Ln CC LnLn CSC Ln Ln Ln CiG n C� ^ Ln Ln �" t4 V7 �^ U `` 0* W LJ) W v) uj V? L n V7 F— F- L/) }""" L n V9 F Ln H L O W V) _ _ _ _ C� a: GL _ Li z C� z CaC z W F- _= W L/7 W W z tI') W W z W W z W W L!) Cn W L1� W W U j +� J C C +� J __ 0 = � W _ W W --3 W C� z aw CL Z CL CL E a_ CL CL "? W W W W W W J W J W _C.3 CL 0 0 0 z z z z z z 0 a.. 0- z o z z z z z z W z W W z z W Q© 0 z C) C) oa oa to ct N n m� m Ln n � Ln 0� rn tG c-i oo N r-i rt r-r r-I r-i N oo r-i e-^i N N cti N m C7 n cn v- i e--9 r- i t b tt] to N Ln 0 0 0 0 0 c) 0 C] 0 0 0 0 C)0 0 0 0 C) C] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C) C7 0 0 0 0 0 0 C) 0 0 0 r s s r r t I 0 1 0 I s r cn N m �t N s� N �t Ln oo c) Ln to r• cn 6 r-€ N m et Ln QD r►- oa m o v--€ e-i N m 4::t m 0 N N N N m 1t vt ct tt vt ,tt d` Ln Ln Ln Ln Ln (.D ko �o w 1.0 w tD to �t] n n 0 0 0 0 0 0 v 0 0 0 0 0 0 C7 o C3 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 L) C 0 0 0 0 0 0 0 0 0 0 0 C7 C3 0 0 0 0 C7 C7 0 0 0 0 0 0 0 0 0 Ln Ln Ln Ln Ln N N N N N ry N N N N N N N N N N N N N N N N N N N N N N N N N N N N N m m m m rn m nn m m m m m m m ran m m m m en m rin m m rn m m m m m m m m m ro r I i t I t s s I I : r I I s r I r i I m 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 m n m © m 0 m 0 m 0© m m 0 m 0 m 0 m 0 rn 0 m 0 m 0 m 0 m 0 m 0 m 0 C; 0 m C) m C7 m o m 0 m 0 m 0 m 0 m 0 rn 0 +J 4-J v v ug Ln 0 0 a. aw 4-Jc 0 0 ❑ v v ❑ ❑ ❑ 0 u u Ic -C -9- Lo LC3 LI) u� 0 0 tD t,p .J J W W a. LL us Lfi 0 0 0-CL z z . 0 0 Z Z F- F- LU W Z Z H F- �'""` CC C1C 0 ❑ z z u) Ln 0 0 C) 0 C] Q C1' un C7 0 I 1 Lr ) uZ N N m rn � � m Q 0 +-+ +-+ Q) ( CL a (A V? 0 0 L- L- a CL +J ❑ ❑ v ❑ ❑ CL CL 0 0 c c to W Q3 t13 3: 3: w Lo © Q Q0 J .J U V W W CL a. 0 0 CC= CL a- z z ❑ ❑ 00 2 2 Z Z F- (A V) F- F-- ❑ 0 z z C u) un 0 Q 0 Q rQ C7 W r-% r-I r-I 0 0 1 ! Ln un N N rn m q4t ct � rr� 0 0 r. N m M Ln �%:41 m m N m m m m m m� r-q cn Q 0 0 Q Q 0 0 0 0 0 0 0 0 0 r-i Ln Ln N (N N rq N N N N N N N N N N to +J +-+ 4--P +J +J +-i +-+ +-+ +-J +J +-+ 4-J 4-J 4-d � +a +J V u u V u V V V V V V V V V V V V (1) v Q) Q] v v v v Q] v v v v v v v v CL 0. 0. Q. a. 0. 0_ a- 0. 0. 0. 0. 0. 0.. 0. a. 0r (A N N N N V') V) N N V) V7 CA 0 v) vi N N ❑ 0 0 0 00 00 0 0 0 0 0 v 00 0 a_ a. a. Imo_ a. a_ a. ❑L o.. a. cL +.J +J +a +,J +J 4-d +J +, +-J 4-,J +d +J 4-J 4-J 4-J +.J 0 0 0 c c c 0 0 0C: 0 a c 0 0 C: C: :3 :3 =3 0 0:3 0:3 0:3 0 0 0 0 Z3 0:3 00 0 000 0 0 000 00 0 0 0 0 Qa v v v v Q� v cv cu v v v v v v cv cu +-J +J +-+ +.J 4-+ +-i .w +•a +.a 4-J 4- +.-1 +J +J +a +a +.+ Rs r� its r� r� ca its its � r6 c� m ra rrs ca rtx its 0 0 n 0000 0 0 0 0 0 0 0 0 0 0 CL a. a. CL 0_ CL a. a. CL 0. a. a. 0.. 0. 0.. 0. 0+ ❑ 0 0 0 000 0 0 0 0 0 00 0 0 0 V V V V V U u u u V U V V V u U u t�t3 t]� t�A G4 t�,Q t� t�0 C1A 4A aA kaA aA M tiA dA k7�A 4A v CU v v v v rU v v cU v v v v cv v v cu v ru to v v a� v v v v v v v v v v �: �: ?: ': ?: �: ?: ?: �: ?: ?: �: ?: ?: ?: ?: 3: La Lo I-D �o QD Lv �o tD t.D tZ Lo LD LO L.o t-D �-D Lo Q 0 0 0 0 ❑ C) 0 0 0 0 C) C) Q 0 C) o C) 0 0 0 0❑❑ 0 0 0 0 0 o Q❑ 0 C] LD 1.1] (.0 (10 W 9.0 1.0 Lfl t.0 tD t,p Lfl k.D ILD t-o �o w C~.J ��,] t~� j u U U U U U V u V V W W W W W W W W W W W W W W W W W CL a_ a_ a a. a.~ a_ a_ CL a. a_ a. [L a_ ar Cl- a. V) Ln V) Ln V) to ul LA Ln V) Ln CA V) �A Ln Ln V) 0 0 0 0 0 0 0 00 0 0 0 0 0 0 co ILa-a_0- CL. C. 0-C.a-CL0-0-CL CL CL0. F- F- F- F- F- F- z z z z z z z z z z z z z z z z z ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ © 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Z W V Ln (A Ln V) Ln Ln V) (4 01 V) Fr V) W F- F- � F- F- I-- �- F- to Ln > ❑ ❑ ❑ ❑ D D D n FF= � t C Q z z z z z z z z z z z z z z z W ••J .J .J .J J ..! J J W W W W W W W L'7 Q Q Q Q z�aZZZZZZ❑_�������� Q© m r-I m r• Ln M z N Q a0 N 0 r1 m cO r-q r--I 0 0 0 0 w r-1 C3 Q❑ 0 0 r-1 Ln Ln Ln Ln In Ln Ln Ln V-4 �t �t et ez- 0 0 Q 00 0 0 0 0 Q 00 Q 0 0 00 Q 0 0 00 0 0 Q 0 0 Q❑ 0 0 0 00 Q 0 Q 0 0 0 0 0 Q 0 Q 0 Q 0 0 00 Q 0 o Q Q 0 Q Q Q 0❑ 0 0 0 0 00 I II I I I I I I 1 �+,II 1 t i I I 1 i w w r-iN m� V) LO r� w m Q r-i N m� r-i 0 0 0 0 Q 0 r-I r-4 r-I r-I r-i 0 0© o Q o 0 0 0 o Q Q Q Q 0 0 cc Ln Lv r• r- n r• re r► r• r• r- r. r• N. I• r• 00 N N N N N N N N N N N N N N N N N m m m m m m m m m m m m m m m m m et d` ct �t d- � �t d• d• �t et � �t � � dd' m m m m m m m m m m m m m m m m m m m m m r,n m m m m m m m m m m m m 0 0 0 0 0 o 0 cc 0 0 0 0 0 Q Q U U QJ v CL 0. V] N v 0 CL a_ 0 0 2 2i Q) cu ❑0- CL ❑ ❑ U V Mo w v (U Ln L© 0 0 ko � J J 1 ► V U W W IZ a. 00 IL z z ❑ ❑ ram. Z Z W W w CC 00 z z LD �o r-4 V--1 R:t vt m M 0 0 r-i C) 0 00 00 N N rn m C* � L� rr0) wrQ 0 0 Lri u) Ln un Ln N N N N N +-a +J +-+ +-+ +J +•+ +-+ +-J +•+ +-A +-+ 4-.+ V u V V V V V V V V V V v a,i CU v v [ll ty v di v C#J v a a a- 0. 0. a. CL CL a CL CL CL N i1) N N V) V) N to 0 N N V) ❑❑ 0 0 0 0 0 0 0 0 00 L- I- >- L- L- L- L- L- L- L- L- L- a_ cL a_ a_ a. a_ a. a_ CL 0- a_ IZ 4-J +-+ � +r + +-+ +-a +� +J +.a 4-J 00 0 000 0 00 00 0 2 2 Z> 2 2i 2 +J +J +,J +.J +� � .N ,N � +J 4-J +.J rt� r� ra rFs � ctg ct3 r�s ra m ru ry 0 0 0 000 000 00 0 CL CL 0. a. 0_ Oa 0. 0. 0. 0. a. 0r ❑ 00 00 0 00 0 0 00 V u u U V u U V U u V U � C�Q aA CAA t�4 � Cu0 C7A tiA t�10 t� CAA LD w Lfl to 1.0 9.0 tD w 110 w w w 0 Ln Ln Ln Ln un Ln 0 0 Ln Ln un C3 0 0 0 0 0 0 Q Q© 0 0 Q 0© Q+3 Q Q© Q© C7 0 Q t0 Lfl to Lfl w Wo Lfl w tD LLB w �D iJ U u U U U u V U V u V �2 W W W W W W W W W W W W a. a_ a_ a. a_ a a. 12 a. 0- (A V) try vi Vi V) V) to to V) V) V7 0 0 0 0 0 0 0 0 00 0 0 CL a. tL CL a. a. a. CL 0- CL. a. Iz F- F- F- F-- F- F--- F- F- F- �-- z z z z z z z z z z z z ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 0 0 0 0 0 0 0 0 0 0 0 Z Z Z Z W W W LLJ .J Z > Z Z d > _ > > > > > < = < < < < < < Cti W z W W W W W W 0 0 0 0 z ❑_ z z ❑ z ❑ ❑ ❑ ❑ ❑ c�4z0NQ0z00zzzzz r-q Q m r-i Q Q "4 m r► Ln m 4:t " qzt Rt et N d• N " r-i " " Q Q Q Q Q Q Q 0 00 Q 0 Q Q Q Q 0© 0© 00 Q 0 Q Q Q 0 0 0 0 0 00 Q 0 Q Q 0 0 0 0 0 0 0 0 0 0 1 1 1 1 I 1 1 1 1 1 1 1 r-I L.D r� M Q r--i N r-I N m Itt ;n r-I r-I r-I r-q r� N N 0 0 0 Q o 0 Q Q Q Q 0 0 Q 0 0 Q Q I 1 I 1 I I I 1 I 1 I I co ov o0 00 00 00 oa a� c� v� a� cn N N N N N N N N N N N N m m m m m m m m m m m m 1 ! 1 I 1 I I 1 I { I I m m m m m m m m m m m m 1 I 1 I I 1 I I I I I m m m m m m m m m m m en 0 0 0 0 0 0 Q o 00 0 0 C 0 c 0 ' m C) m 0 r� r-I m 0 m C r� o© � W r• rw 0 m 0 M 0 m 0 Ln 0 m 0 m 0 LD 0 m 0 m 0 ry 0 m 0 et 0 zf a �' 0 m 0 m 0� r-- r� r� r-i m 0 Ln a m 0 0 Ln 0 m 0 It 0 � N r4 r*4 N N rr N LEI � ram! � r"4 r�i N � t� N CN rq N cN r-4N rq Ln Ln N cN r�! N r�4 r"4 rtit +-J u v +J V ai +.J U Lv 4-J u v +J Q L1} +•J V Cv +J V L],j +-a V v +J V v +-0 V v +-P V L�.i +J U v +J U v +J V LaJ +a u cl? +� U Lij +J u Lv +J V v +.� V Cv +J u v +J V v +� u LL +J V v +J U v +J U v +-J V Ll,} +J V Lv +-a V � +J U v +J u v +J u v u v +J U QJ +.j V Q3 4-0 u Lv 4L V] CL t17 a t!] a t1'1 a (A a V) CL V a V7 a in a V3 a 0 a V3 a 0 a to a V) a a a a a a a a a CL a a a 0 0 0 0 ❑ 0 0 0 0 00 0 0© 0 0 0 V7 0 Vf 0 V? 0 Ln 0 0 ❑ 0 0 V] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V! o V) v 0 0 CL a. ct CL a_ a_ a_ a. a.. a. a. a.. a_ a. a_ a. cL cL a. CL CL a a_ a C. a_ 4-J +J +J � 4-J +J +J +J +J +-+ +J +J +J +J +J +J +J +J +J +J +J +J a-d +J +J +-0 +J � +J � � � � � � 0 0 0 3 0 3 0 0 0 00 0 0 0 0 0 0 0 0 3 0 0 0 3 0 a 0 0 0 3 0 3 0 0 3 0 0 0 0 3 0 o 0 cv v v v v v v v v v � � +r+ � a-J +J +-J 4-1 +-► +J v +J v +� v +J v 4-a v +J v 4.1 v 4-J v 4-J v v v v v v v v v v v v v v v Lv CU m eta r� ru rLs ca ca ra era ca ca ru ns ra ro 4-J co +� m +J m +J ro +J m +a ry +J cu +J co +-+ cc +J m 4-J m .w co 4� m +J m +J m +J m 4-J m o C2. 0 CL 0 a 0 a. 0 CL 0 CL 0 CL 0 CL 0 C. 0 CL 0 CL 0 Q. 0 o- 0 s 0 CL 0 CL 0 sa 0 C. 0 0.. 0 0- 0 D- 0 a- 0 0a 0 0. 0 a. 0 0.0. 0 0 C. 0 C. 0 m. 0 ra 0 CL 0 CL 0 a. 0 CL o U 0 U 0 V 0 u ❑ V 0 u 0 u 0 U 0 V ❑ u 0 u 0 V 0 U ❑ L) 0 L) 0 U 0 V 0 U 0 u 0 V 0 V 0 V 0 u 0 V 0 u 0 V 0 U D u ❑ u 0 u 0 V 0 u 0 u 0 V 0 u z: Moto w try 4A m" t o m try t o w aA w to too to oo t o tto w w w t o 4A t o v v a) C) v v v v v c a c c c c c c c a c c c c c c c c c c c c c c >> >>>>>>> ` 0) cu cu cv cv (u cu w C) cu w .� w _ cu _ cu _ v _ w _ Q) _ cu _ cv _ .(u _ cv _ (5 0 0 0 0 0 0 0 0 L 0 s... v v v Lv v v v Lv cu v v v v v v v v v v v v v v v v v t�7 LD LD [,p t Q CD LS7 L© w t.o 1 0 k-D Co k.0 kD LD tD V] LD (D to 1.0 iD CI] �.o w tD L o t..O t-D L-] i.0 Liz tD Ln 0 Ln 0© Ln Ln 0 Ln 0 Ln 0 Ln 0 Liz a Ln 0 Ln 0 Ln 0 Ln 0 Ln 0 Ln 0 Ln 0 Ln 0 Ln 0 Ln 0 Ln a Ln 0 Ln 0 Ln 0 Ln 0 Ln 0 Ln 0 Ln 0 Ln 0 Ln 0 Ln 0©© Ln Ln Ln c0 Ln 0 Ln 0 Ln 0 0 o LD L� o to C7 w 0 v0 0 kD 0 � 0 I'D 0 to 0 � 0 Lv 0 LD o � 0 to 0 (.0 0 LD 0 LSD 0 L.o 0 � 0 (.0 0 LD 0 to 0 to 0 � 0 c,a a© Lv LrD 0 La 0 LD 0 tD a LD 0 LD 0 Lo 0 LD C7 � [Yi v F- U F- U F_ u �""" U u F_ u `- u F- V u - V F- U F,- u �.- U H u - u """ U �.- u V F.. u F,.. u �.- U V V (i h-� V F- u u - V �- u V F- U F..�- u U U u ©- W Gti LLJ a, W o_ W CL W a. W CL W CL W ci W a. LU CL LL! [L W a. W CL W a. W a_ W a. W a- W cL W r. W a. W cl W ci W a_ W Cl- W CL. W a_ W CL W a_ W CL W CL W a~ W >a. W CL W a_ W a- .. Ln 0 Ln 0 Ln 0 L n 0 Ln 0 V] 0 V7 0 V] 0 Ln 00 V) V) 0 V7 00 VZ V) 0 Vi 0 Ln 0 Vi 0 (n 0 V7 0 V9 0 Vj 0 V) 0 Ln 0 Ln 0 V'} 0 Ln 0 (A 0 to 0 (A 0 (AL/) 0 0 V) 00 V7 V] 0 V7 0 d CL CL a_ CL CL CL a. ar CL CL a.. a. d a. tZ a,. it Q_ CL a» CL CL 0- Q. a_ CL CL a. 4L CL CL CL CL a, F- F- F- F- F- F- F- F- --- F- F- F- Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W W Uj W J < H F- F- F--� F- LIJ d< Q Q< Q Q Q Q '• �".." F,.. F-- F_., F-� L n t 1 Vi V) V) V) i „" I""_' F""" p"' s.is oC ~~ oC < W L') W W L n W v) W v) W to W V7 W uO W VI F- V•1 F- Vl """ Ln (A W J W J W ,J W I W .J W J w Ln W (A W V7 W W .J = Z Z J W J w W CL W CL W a, W CL W a. a� Vt U Z a. Z ci Z ci z Z Z a W � W z W z W z W z J J J ..J .J J .J J .J J J J J .J J (� 0 W U W V a, I Q 0- # � I << I I Q I Q I Q cr � Z CL. ri ci a. Cl-a. � � � � � 3 r-iZ � r-4v� Z Z r• z Lf) Z nn r-iZ Z Z Z Z Z r� z 00 z � z �t z r� z 0 Z Z Z Z z 0 m N (N cn tA r-I V) m L n Ln Vn r• to m rn ro r-4 r1 r-i r-I r-i r-i Q) r� Ln m r-I C-4 r1 r-I r-I r-I r-4 ov cv d- r14 cN Lr9 Ln Ln Ln LT r-i r-i "I r1 r1 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C7 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 a a 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 a 0 0 0 ..c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 00 a 0 c7 o a 0 0 0 0 o 0 C7 0 © a o© 0 0 0 0 to 0 � a cfl r-I 0 N 0 en © et 0 Ln a to 0 r• 0 ov 0 m 0 0 r-I r-I r-4 ry r-fr wt r-j Ln r-q to � r• r-i 00 r-q cn r-4 0 rN T--q rat N rN m r-40 r-I r-i o N a m r-i et r--i Ln r-i tD r-1 r• r-I� cn r€ n t 0 # 0 s 0 # 0 # 0 # 0 ! 0 # o I I I I I # 1 I o 0 0 0 cn cr 0 0 0 0 0 0 0 0 0 0 0 0 0 € 0 # 0 € 0 I 0 # 0 I 0 € 0 I 0 I 0 # 0 I ry r N # C`4 I r-4N I I ry # N ! r-4N s ry m m m m m m m m m m m m m m m m m m m m m m 0 0 0 0 0 0 0 0 0 0 M m m m m m M m M m m m m m m m m m m M m m m m m Ln rr N N r-4 rw N(N N m # m € m E m 1 m ! m # m I m € m # m I m # m # m # m I m I m ! m € m # m ! m # m # m I m # m t m I m I r-1 I r4 f r-4 # r-I I r-€ ! r-I I r-I # r-! ! r-4 € .;. m © m 0 m t7 m 0 m 0 m 0 m 0 m 0 m 0 m 0©©© m m m m 0 ern 0 m 0 m 0 m 0 m 0 m 0 can 0 m 0 m 0 m 0 m 0 m 0 ©o 0 � 0 av 0 L� o oo 0 co 0 DQ 0 as 0 ov 0 c 0 #am oomm NOW (A M Con M N M -1 M NOW C) 0 0 C N N rN4 N N roolooll rl N r4 N La 4) CL 0 sm Cr u u u u u u u u u u u w w w a) w w w W w w w a CL a CL a a CL n a 0 (4 0 0 0 V) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CL CL CL CL a. a- al. a- a. 0- all. • 0 0 0 0 0 0 0 0 0 0 2� _0 _0 _0 -0 -0 _0 -0 _0 *400 w w w w w W a) w w w w M o 0 0 0 0 0 0 0 0 0 0 a- CL f CL a CL a a a CL a o 0 0 0 0 0 0 0 0 0 0 w E M z *WMCL ywld Vr/ .c > > > > > > > > > > > 0 0 0 0 0 0 0 0 0 0 0 (D L— (D (D 0 0 0 0 S— (D 36— (D (D (D 0 %A. F- 40 M 4w No CL 0 0 0 0 0 0 0 0 0 0 0 = = = = = cr, = = = = = CL 0— CL CL CL CL CL CL CL CL CL 41 F-- Z an n 44 0 0 0 0 0 0 0 0 0 00 LIJ > uj > > > > > > > > > > < < < < < V) < CV) L V) (A EE T E E 4) V) (A V) Ln V) V) L/) (A Sm. 41, rH 'A U1 0 rIJ -1 r-4 0 rl LJ) W 00 r-4 r-i r-4 r-i rH C-4 rN IM 40 40 I 40 IM go we IS am am am am am w 9 4-1 L) 1, 201 12,) fal oloo.) our 6olool I'o— M111116 C— M— o:1. C— o'nooloo, CL ':,,loi0000. Clooloo c c 7 ........ . .. C, c) C) J—) cio� (j� �J) l D fo 4- 4-d �-000 oj_� r 4-d +o-4 4-j 4-j 000000000000a 4--� 110_� Q 7'+ 7) "13 7 ooll, -1� rO :D 0 looloo, 0 0 CD k"D f:5 "':5 "J L) 1,.� �J > 0 > > 0 0 > C A, > > "If", �ID 101 r r � � w ""y � «�� ,,,,,�r looi�� LLJI. ','� loo o—I ,0000.,,J loollooloolo oo"'Ijoo,"' U'l L 0 ilo-� 0', oloo 0 ICD I )'X) l�,Z �'z --j oloolooll --i —,l oll"i j —1 oloo log, —.j oloo'- looloolooll) `I..j CL II.L.;l LLJ LILj L;j LILJ Loul Li—' LJJ Ill'i'lloo) ol LI-j Uod, L_joj LLJ LLJ LL,dl la,lo CL Loll' C— a. lc�- Loo") lz— �a"`� cL LL Qo— ooL oo:� ool� Zoll ll Loll ao. �'I-D CI( 0 Zoo) ZZ CL (o:l. CL Q- 2.-, Col. 0.. �Z— C— L. . . . ... ........ . .... �o) oloollow 000�, C, C C 0 c 01 3 C C oloolooll 0 C Z> 2E 2 2E 2 2 2 Zi 2 2 2 o !n n 1Il 000, <r < ol Z LLoj Lu Li.� �-u ilooli.li Lij �—,j L.�j L�j > > 5; L o,� ot) L000,") oo.000l �-4 ---i I,0000000000-,� lood Jj Lj,) ulyl�-d Ill �.O l 0 Z, C) C) C) C) C) C j ol " 0 C) 0 C) Ill loo lool000l, �0 (= c.) l CD z�o roo-i 7--� N ^.Q(N "N J (N .... . . ...... D 0 A 4 �N ("J 1"N N �I`N 1= C) CD I !C) 0 10 0 tN -N rN �w,,J q�0000000000l 00 X CvD CC X X cxD 00 CIO C*I X �,:c X 00 I;n. X C"C' x CO 0 C C 0 0 C C 0 0 C) 0 —'D IC) "1 0 0 ICZ) 0 4w 4M i>w�,. Ln M M Ln �D Ln M m ry t` r-� N r* ram. r• M r-1 r� r° Ln LO Ln 0 ri Ln CY) M ran nn m ran 0 00 r� 0 0 0 0 0 0 0 0 r-r r-1 r^I r,l r-i r-i r-i 0 r-i r-i r--i a) C) C) o r-i o o o 0 0 0 Cn rn r14 r-- ; ? c-4 N N rV rat rN r-! 64 Lr) Ln Ln Ln Ln Lr) Ln N N Ln Ln N N N r-i N N N r4 (%4 r-i r�4 Ln Ln V) LP) 15 4-J +-+ +-► +J +J +J +J +-+ +J +d +J +-J +j +d 4-+ +-0 +J +•+ +-+ +-+ +J +J +-+ a-s -i-F � � +� +-+ 4•J 4-J +a +� +r V U V U V V V V U V V V V U U Q V V U U U V U V U V V V U V U U V V U v CU v L3� v CU v CU v CU v v CU v CU v v tU [i7 tU v v v Ci3 CU CU v CU v v CU v CU v CU CL CL CL a a. a a a a. to a a a a. a a. a 0 V) (A V) V1 to V] Ln Lri V1 V) V) (A (A V) V! V) V9 V) 0 V1 V1 V] tJy c!1 V) 0 0 V1 0 0 0 0 61 V) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 cl el a a, ri CL a. CL CL CL C- o_ a CL CL a a. a a. a. a. a. a, a. CL a. 0- a a. CL a. CL a_ a. � � 4-J +a +,J +a +J +a � +-+ +J +-J +.J +-J +-; +� +.+ +.J � � � � +a +J +4 +a +a � +J 4-J .4-J 4-+ +.+ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 mom. +-+ a.i +r .4-J + J .4--a +-+ +J 4-J +-J 4.1 4-J +-+ 4--i 4-a 4-J + J 4-J .4a +J .4-J +J +-A + J .4-J +s +a +-+ +-4 4-J .4.a +-+ +i +.J o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �A■ [Al �Y�■ /L �A■ /� ■A■ �A■ ■A� /� �A■ [A' lA'� ;A■ ■A� �\ �y ■A■ ��Ny �A■ �A■ ;Ay . a D► CL CL CL C CL CL CL CL C D- 0. a 0. 0. #wow CL Mr CL ML CL CL .y.w L CL CL CL QL #mow A�/Mw 0. am 0 �.. L i... � �... L. �. s.._ i.. �. �... l..,. 5... 5... �.... ice. S.. }.... �... >.... L S.. �.. o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o V V V U U V U V V U V U U V U U V V V U U U V V V V U U U V V V V U U lam.. rZ L c c c c c c r_ r c r_ c c c c c c C rZ c c c c C c ice. CU CU L'U L3) v 'W v CU Q) v v v v v CL7 LU v v v v v v aj Ci3 v v v Q) CI1 v tU v LU CU Q) C > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 LA L o L.o I'D 10 lZ Lo L o to L.o Q0 ID t.0 L.o Lo k-0 k.0 L.0 w i,A w Q0 w w w w L.Q w 1�0 Lo �.o tip Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ll) Ln Ln Ln Lx) Ln Ln Ln Lf) L ) Ln Ln up) 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 U') 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0© 0 0 0 0 0 0 C7 0 0 0 0 0 0 0 0 0 0 0 0 0 k.D �o co w L o w co L.i»7 w lZ 110 Q0 w w to w 1 0 Lo w o w w 0 0 w w w to w LD tip w�D(z to J J 1J -j - i ..J -j __j -j -j--i -j -j -j -j -j -j -j -j_i -j -j -j F- F- V U V Q V V V V u U [„ 3 u j u U V U t J u U U V V U u u V V V U V uj V u W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W CL CL a. a. a. CL Cl- a. CL Ci CL CL CL a. CL CL a. CL CL CL a. a_ CL a. CL a_ a.. CL a- a.. a. ❑_ a. CL a. Ln Ln Ln Ln Ln Ln Vn Ln Ln Ln V") V) LJ) Ln Ln LI 1 V) Ln Ln Ln U 3 V) V) V) V) Ln (n L4 V) (A V) to Ln L/) Ln %0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 C- CL 0- ct a_ 0- a. ci a. a_ CL a_ CL Cl- a. a. CL CL a. C- a_ CL CL CL a. CL_ C. as ri a. a.. a. ca... CL a_ F- F- F- Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z z Z Z Z Z Z Z Z Z Z Z z Z Z z Z z z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 00 0 0 w w W L. ,i W W LLI W W W W CL W W W W = w w W W �... f,.,_ W W F... I�- H H H ;-- F-- W W ~ W u u v U u u u u v u u < Ln �J J> >> W W W W W W LAj W W W W W W W uj W J < J <>>wd Q < > > > > CL CL CL, t> 0- a CL CL CL Z a, CL i< = < < Q < n Ln Ln Ln Ln Ln Ln Ln n D Ln n w H ❑z00000000 0zz0 0 W h-- w w 0 1 1 0 0 0 CL a. CL Z Z V a_ a. CL a Q_ CL ct G7. 0 0 W CL U w V z Ln Ln Ln Ln �n Ln Ln Ln r-1 Ln v-i © r14 r1 rn Ln Ln r1 m r1 M to r-i r-1 o rA 0 r-1 0 0 r-1 °` a) o r-*- vr) r1 CIO (D 00 C) r� 0 rr) N r-i C7 0 r-1 ran r-°i N CN r-i r-i 0 0 N 0 0 0 o 0 0 0 0 011 o r-i r1 r S4 N v-i r-4 r%i N et 14* 'Q�t m fn m ran rq m rn c ) m r1n ran rn m r-i r-^r r-1 r-1 r-1 r-j r-i N d- N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 00 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 cc 0 0 Ln 6 rn co C� o r-rV 4 Ln 6 L3 L,D r- r• rn df uI L,D r- Nt nn 4 Ln r•rn v� m r-rr r- r.� c� I I N m e-a �T-j r-1 r-i N N r-4 N N N r-i r-4 r-4 0 rl H r-1 r-i c•, N r14 ry N 0 r-i 0 r-i 0 r-i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i # 4 I ! I t I [ i I 1 i i # I I i ! I r ! I m m m nn m m m c rg m m m �t 4 ct LA Ln Ln Ln Ln Ln Ln Ln Ln Ln r■ r• av Oa � CT 0 0 0 6 6 0 0 0 0 0 0 0 0 0 0 o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 N N r�4 N N N r-4 N N rya N rsJ ry N rN N r*i rl-4 N r114 r%i ry N N N N rya N r%4 ry Ln r-r r-1 r-i r-A I ! I 1 ' r- V- V- V- r-i r--i r-! r-i r-i r--i r1 r-i r-3 V- r-i r-q r-i r1 r-i r-q r-i r-1 r--i r-i r-i r-i r-q r-1 r-i r-i r-i N N N N ' r-1 r-f r--I r-i r-i r-1 r-1 r-i r-i r--f r1 r-1 r° r-1 r-i r-i r1 TH r-i rwi r-4 r-I ri r-4 r-1 T- 4 e--L r-9 ri r-r rat r-i ri e-1 r-! I # r i r I 00 C4 06 00 CO CQ 00 w w OCR w w w w w w w 00 w w w w w 00 w w w w w w w w w w w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r-i 0 to CL _..................................................................................... 0 ..Ire. M v .... 64* Oqm 4A /I r W �I c-1 r,,, ! .,. ,,,,, , , I l" E.t^1 Lt"l Lf'jr ,, - , ),, �� d I �'1. "� 1 f 4) C` 0 low CL V {may alp i I6 , 2 ! - Im 6�Z r r dr mL ,,, �, ... 1. b „7 / /'y✓�./ wr✓ Q} Q /`�r/� cif .Li ;, ,,,df „✓) , a. ,." S. l 'JAL,,, ii%m, i 0 r r l r ° „ Y i Y l 4F f 1:rd xS_ v i �✓ / �y V \ri i!. � // n r Ji" digin 1 G n '�� dil,, ",",I I w , nr! -�' Ear. ,1 „r"d' ), /,�/ ,r„( 1.a, rA ,�M, „r ,d , "/ , r d, r n L r„A F9 m . , / . , , .� ,i .J !,. / a1 roll n', ,,,i, , ,,, r, ,r r„i,,,,, . ,,,. I „/,,,,, r„)/,,. , r ,. r". , ,,, ,, ,r., r,„,,, ,��,,,, ra.,, r,r a„m, „ ,,,,,d r,,,^,". ,",�. ,, ,,,,,r.a ,,,. ! ,r,,, ,"d,�. "' ,",,,,.,. ,n,a i' ..„ <„o.- ",. �. ,d,", ,. f,,,�Ora. ,,:, , ,rv, ,. „r,r, ore„n, iy !�o. ov,",. ,r,,,,,,, r/n, a,/"". ,.,r,r„ ,gym,., Tom' T Tom•' 'Vp�+�* T mlew �Ariu „1J� ,,, i ,. ,1(„r„vrd, rol / rzc . „rl ,r „i,,,,v9 ,ll,,,^,n! „l „ J,, ,r, r r,. ,N ,,. r„/r r ,.r,., , , / ,, ,,, �, n,,, l row, lr ✓ ,n, l ,�,^ / ,.,,. „�. b,"; , tiy.% Sri V 'w!r/ /�l ^� „oi ,.rr,/ n,r ,, .: n;, ,,,,, /r( ,,,, ,1 ", "r v,,, ,. i �. r, „r� rr- , ,,, r i ,//,,,% ! , ,1 „� ,A I ,,, / J „ ,,, ,. �, .,rr !� ;; "r"r,% ',,,,,I 411, drlAr ,,,,,< ri ,,,,,,, , ,,, ,. am.„ ,,,,,,,, ° ° .,,I !rr.r,�d ,y l",,,, ,:, ,,,:,,, r. ,. m"m ,.,r ..,,,", ,r em„� .�xr, ,,.,,,. „rr.l ,,,,,,.,,n ,,,,,.. ,,,,r>„ r/,.�.re w,,,,,. a w, a „n,. ,,,.,,,,n, , .� ,,,, ,m r, „,,,. ,,,a,,, i,r,.r„ ;�, ,r, r!„'„r,.,, �„ Zk —y+ tiw.d y� �;!.I —}�//,o� w./ �0 , .r,7 ,, r! 1 vv,Fi ,r,r✓ v,,,l I „� „nJ V J '� ,m,.,,,, ,,,,,,�, ,,,r, ern„ ��y1 W ppryry � ppy�� Wd WJ , r ✓,,G' Q) r er,, 1 /„ „-� ' / I / �rI r! i 1 l //, ri ,l / ,",✓! Ir rrrrrr� "Now .}�i M /mod '(M t F.R .}mot \ 4 'EJ /}� l V t V G/rrcmU I rvrs!a „ ,, r ,",r „ a„nvr/, I �,a ,rr � n. J J , J } rr / i ,,, ,,,! ,,, pt'. I„ r, )P,,o,p ��„J ,, ,,, l,r,r ,,, ,., 6,% ,,, ,,,,1 ,,, ,e! l ,, pv,, ",., I r i �MMy� w ON / 4+ S� /may S� /� i_ " r, , d 1 Vr lllviY /r, pi „ o e.." I�rr,",.,I /✓ ,,,1J „s ri„%, / ,. / /r ,,, r,,,, r. ` Vim/ % d1Ari ri .. ,. 1,/ ,, :. 1/,.,i .. I .'. I /rr r / �„ r �/ '� \�/ �r` y� �MlIlLmiiiiii�al� V/ ( ► /' ► rYw7 '/�✓�` ✓I✓i/!� ,r ,.../i riI t I ��er/r "�, �r, �.� �viiv'' I ,i ,�„ill .",o1 ..,i,.I ,i / „vl ,�. vir,^� c.,I !!� v,f r,�oe� ,i rl /., o'� ,oll v✓i,/% , .1 „-i " IIU✓Dh dmirm✓ a , o"ro „v,, r. ,,�„ riiiiii, r,..^.^.". !, vi ,"r fr„vn ,r,..^.". „r ,;rX ,..r., �n;!�" ",I'll ..n vr,..^.. v,i, ,ir,.. , ri,,, r„ , ,�:/l r,""v^.", �,r" n.,,,i r� r, r,,,,,.,. ",...^.^ drn .r,,.,,.^. ,r,n �� M 1„,, 'n,/ a,// �„1 ( ill,�. , l .,�:71; n„J 11 I i 1 •om `"ry, /' ''��++�.�,, /' -dNi�)I/ r;l rr�ln �;D „y„ '!e !,�7c jro „ 'pr y ,,) r!!� '7c y rh ,.,,! a„j '4/ 1wi� V v�' ✓ ,od I,nnN/ v, s/ , ,/ n/ ,�Jr ,,.a/ , r,// ,a✓✓' „o„� ,r,.I I M/ Mk �ylll, iu� ... �!re •�.��y, "v./P �yirii f/irar of N/ ,im ( I ,r,, 1 r„i �/ ,^,". „ ,,, ,:,� ,,, ,, „n ,., ,,,,^,". ! „",^ r .,m �vo% dr ,.rr ,,,r ", ,r,. r „r, ! ,�;.;r �r, ,^.n ,,,r,,, ,nr ",^", ,!, r. ✓„ ,o , ,r.. „ �o, ., 1 ,,,.,., l „_ ,,,,r v,.r� ,,,", n,,,,,^,^. „^,^,o ,,, ,e,,.,,, ,r„,I , J 11/1(1�111 ,�r,l 1`1/11/1 ,rro, „ �1 y I rr,,, r ,i, ,ro! ,,,r„ i� � y*, ,J� � _Il mm,, o aannmmii ,,,,,;;! ,r,,,,.,,.,,. ,r.,i/x,a. ",,/,,,a ,,,,ln.,^, ,00,^,^,^,o. ,,,,",^,,,^,^, ,n,,,,,^,^,^,,. v„1;,,,, ,.,",... „o„I hr. „1,,,:, ," ,. ,,,a. , r,n, .^2',^,^" ,,,^, �; ,,. ,,,, ,, r,, „",J,r,,,. ,,,r,,,, ,,,, ,,,, r,,,. ,,,,,,,,,. J ,..,-,r ,r lvrr. r✓rrE,,, „ ,,,,,,. ,,,,,,, ,,, ,, ,, ,.. ,,r„1,^n. ,,,,,,dl„n! ,r,,.l,r," ` '� W W '�omi�/ rm,.," /nj r @,.,, i, ,,, ,mr w„n, . .,.,, ,...... ,,r rr, am.m ns,r. ,,. .,.�,d`. ,,,r ,. jj,,, f ,,.., ,^,^,^, J rc,,,,ci ,r,,,,.. 11, e, rn,.e ,r, <, m.a, 'r. r," ,„vm.� ,,,,,.,n, .o✓,m„ l ,�,m,n .." ..,, ,, ,.,, r,,,,,,, /,,,r ma,e, ^,^,^,^. r, a.a „^,^,n!( r.,x¢, ,,,, ,,,,,, „ .,,n , ,,,, .n n , ., ,,,,d ^,^,^,^ rirrr ' 'y ! !: a d m,,,,. a,l,a,4 , „a.r m,, w,,n r ,,.,,.r,,. ,�:�,.1 � pper�y, �//� �`.1rd ♦,y ,,,,,,!4lr 7 ... i✓/r ,ma„" -,„"„ „' ,+,6,r„' / // „i„rd, ,,,, „,,,,r/ �,,,l ',, ,� ,., ,... ,,, .,,/ ,rl ,rr,,:, ,' ,, ,.;-,,,,, '., ,,,",,. ,,', ,.:,,�". ,) ,., .,/, '',,, ,, f /, �:. �,,,,:.� u ! l; !,�"r ,/ f„1' „r­11 v/,,,, v!rri-11 I,r,(.. ,r j ,i f „�- / J, r, i ! "r r 7 "Il r '1 6 J / ,I //,r„" „/„ pr", y.,,l Jr,,n,,, „ ,P ,vf '" ,r",l, / �+� fry/ /F ru u„u,, .. ., ! r!, 1 ,,,, , „ "/ .,.,I r o���yy 0�+� 0 C5 C'"bx/v1 I/Ivrd „I , ✓✓.�, r,iri„ /ro,,,,, ,,,,,: ,, ,,,, r,a„� 1-111, riir,,,,, 11 "I ,r.i,,� „rr"n: �r.'r,,,. ,r� /' re, �+i..� `w,3.I �..Y.r! Co w ,,.a A ,.,,, ,,,, ,ra �l „„d ✓o,,q „�, Y dam„% ,e,r d„✓I ,,,, ", ,. ,., ,d"„ gym, r 11,11") I r n ,",. „w a ✓„ A ✓ .! �, � ..�.r 111111111111,J) wlam"lm ,,, ,.,..,,, „",�,v, ,-- ,,,,,,,,, � rm� / ", : ,m,�,G ,,,,,,,,a �„ ,� ,, ,,,,,m ,� d„� ,,,,,. ,f- r,,o. " -,,,( „gym , ,,,,r ,f rr nae ,� ,m, do , , ,,,r ,,,,,,, ,, , ,, ,, , ,e l , . , .,,,,,� , , ,v,J ✓, ,,.r,.,i I, N ",n,,,v,J, .,a,"e, ,. ,�,,.� ,md,,, ,,,, om ,�,� �:,,�",,. �maii,,,ri,<- pr,,;,n `„ ,,,. .r„r„ .. „vr ,. „r,. ,.. n nr ,,, ,;. ,,,, ,,,,r,. .. w ,,., ,. ,,,,,, ,,, ,,. I! ,,,,,,,,, ,. ,,,,., ,,.! ,v, ,,,r„ ,,,. ,,,, r,,�, ,. .. ... ,�,vr, ,,,, ,,,,,�„ ,,,, v„ ,. (�(]� /(�� (�y V err/ rrrld'VMdiO 11111,�„"') ,,/ , „, "„ l , r,e ,. ,,, ,.,,, ,, ,,.,,�,^ I ! I,. ,.. ,r„" ",. t.LJ w w W W /+y mj, , ,rom'. ,0,�4 lad a a, :,,ia� ,,,,a;, ,, 1„ rvm, �r �mm¢I, r,A ,m ,. rai „ ,,, ", �./ G ,� rr „ f!rdiimd ,.r,,.m r rr / �,Oo,d6 rr �,<� .,d � Jr,f A , �r/�.,1 .. a. 4s;1� i_ a N1,mj (. 1 -. ,,,,,ova ,� ,/ . `ra;,, 1 ,, ! i-,.I � ,: If ,,.,,, , ,,,., ,,,,,, I,",.,. �/ ,,,, , ^1 "� I r/r,,, ,,,,,,, ✓,,,,:. 1�111111. �MIINW {//. �.Jy /�/. �Y�}��//Aye/ yp�yyJ 1j' /I/ I' /,r, ,,:I, fir,, .,,,,1 /. ,r,,,l Ii spin Ord ",�I / �' p!' /. W w /„ „,,, N, ,, ,,,. ,,,,. �",,,,a,,,,;,, �!,,,,,,,,,, I!,,,,,,,,x o-,,er,�„ /) ,, fl,r.lr,,,,,,, y W� mm.. {l l,r , ",nv„ ,,, ,,,, ,✓ ,n/, // k, ,.,,,.r, 1,✓/, ,,,,,,,,,, ,v, ,,,, ,,,, ,,, ,,,. J;,,,, /,,, „lr,/ ,,,,,,, ,,,1,/,/, „na,,,, b,,,,, ,.,,, „>,'„n. , ,,,. „1 /„ /,. , ,, ,,..,,. „1;,,.,,, , , ,G,,,/„n ,r", ! 4 l6n, n a,",;:N",,,,,",,,, mI o0nrmddvo, rrr" ,r „ n„r, ." , ,,,,, ,° ,,;,,,.. ';NN„ ,,,;il r. y�. ,,,/ ,.,��Jv ��y ...r� �+ ,uomu»� ,,,� ,,,,,,,. ,,,,,., ,, ",r, n� r,,,," „r!„ „rrdf nxr„ „ ,.,. r.,,r,! ,rr „ , ,,,. 1 ., r., ,,, <,. I ,r,„,/ u!,,,,,,,,, ,,, r,,,,eiF r r, ,r ,,,,/ r, J v ,,,/ rr' a�;,,�;,,"„ .f rJ;,,,/,,, ,,,,,, rr ,,,,n, r,,,,,r,,,. �,,,/,. „/,:,r,,, ,,.;,,,, rl,,,,;,, ✓". ✓,,,,,,,,r, "a,,,,. ,,,1 ,„„J „I II / / , - l II ,u , , r, „r,,,,, /, r , ,,,y ,.✓, •IIIIIII �� S,�'✓ ✓.r n;,, "i im r✓az p„e, ,.,,, «n,.,mo,r ;, ,,,,n„ .,,.. ' 0 r,.m,.,, J! Lrm nae / ,",_ a,,,ws „m„u„ ';Illr d"mmvRm >^,,,,. .,n ,,,,.,4'. 1. n�^v „;,,,xr V� , 11 / „i,. „ rcn 11 �, l ,oi 5,,,/,,, J( n„ ", / d,anvvv ._ ) �' ,,, ., cv E rn,,,, ", ,,, / Ir,, r„n,", 0 , lr ,vo„ ,ci. '; ,,,, ,.., JJl fr„,/ ", , / i„✓. r,,,c / , , v 4 , II / 4(ian o, -,r ,rcnnv ,vdivr.:, 1'1, Y J,nrom.. ./ ,. or� „r" ,, v nia ,i r , I,,.ri H , ,nu '.�. / /, �, ,. rnvvrve, 1„rr,,; f,",,,.,; ;,,,, ;�io„ ii,v,i.✓, /, ,,r,,v. ,,i,..,,,,. LLJI/"odd J,, y, r,", r„n .,.� /' l�,,i/ r( �, l' , w , i ✓n, "', 1, ,�. Y, l ,". �,., ✓,.,, �„ ,,,/° / ,/ ✓ ( /q J I! f "nll ,,f � ,,, `„ „I /v,. J� rd1 ,n� r, .,,� I v,% v,/ ' „/ f l I l/ '� / , 11 s� f ! .,fi J r''• '.! „ /" 1 ,,::,,; n,,, / (;h,: J I ,n,,..' ",.,-,,., /,i,. ,,, I(,i,. t ,el, k.v. v/r, br, II r// J,iv ,r„ / { r � � t kk JIIII„I ,1 VVVV ,n r v, ni vivi viv„ 1 0,... ... ,,, ,, ! ,nn ,,. .. ,r - ,,, .,,, ,e. vrc„ ! ,,/', ,r. ,",< ,,., ,n, r,vx G, „r✓xro,- nv i, , are ,o. ",,:. , "or/ ..." , ,�an� / ,e , ,,,// o ( „i<// lai, .. ,"I . 1,1� ,. , ✓i� , nr ✓r" , / .. ,.io er fov Ln '' rr YY W j 1, 1 � W (/ }, Yt!t �//' —j zr /ti�(�PNNh n/",I II PF'�U ':> I'l I ,v ra„i✓,� ,irr „",,,v. ,^ '�'Nl ,n,,,,, !','I,a^,le rr.,o,,, I .. ,✓Heil„ vrnyH ,o ,J, !„ „r l ! 10 ,� ,,, ,,./ I p %' ( ../ I �.,,.. ' I (:/, .. vprr ,m(ri"/ Jc ', 1 fn„✓ IIII Ir rµ,i,iii v"or ,vrp � p, J , ,v,vrp, ,rlr//%/J n„ /A �v///vi4 'n, r. rvi!' m°,r J. l/ / r,ll,:,,e� -'";Pf ., r,. c,l I ,' ,, r.l,�;ol� .me,"r r,"„A "iv_,., ,,,v r, r% ,ra,,.,/ J„,v/ o,,.,r.I �, r r, o "!l ";Dlrr YO ! �jn ✓.,,Irr. �IIY 7 �YY fi �. a. J � (�%u f : -uooixxiiirr �Inna u/r»II1111' U,�».!,�r✓, ,,,,, n,.,/, mn,,, Nr,:v"rc, «Pi,,,,, ,n ,r,,,,,n, gym,,,, '!,i,iJrriix ,l"�rce�,,. „rv,,,o„vr lrv,„ „ io„ A"',,,r,,,, ,,, ,,, v,,,n..I a, r , !!,r„rrr- ,,,,, „�,i,; ,,,,, ,,,,r",,, rr.,.,r;, ,r,,,,, ,,,,,,: ,.rvl„n, r✓r:rm.r -:, rv,,,,. ..!„ e„iv�ninii . „r"„v,,,o,,,, r r,r, ',! ,� ," ,v,,,o„v,,,o, ;r„r, ,;n, r,,,u !,rv,,,,,m„ ;<,,,,, /r"�,i„ �,,, ',i,,,I,.rrr. ,r,. Irou. ,,,,, „i,i,,., ,.,,,. �,,,,o r- J,i i , <, ,.. ., ,,, ,,,,,,,, „v" .. ,,, ., .,, ,,,,,. ,,, . .. vr„ a ,. � ;". �,, C? 0 ✓, ,1 ,, .. , ,.. ,,, ",""""I ,. „ r ,. / , �,✓ ,,,, '1 lr 1,,,,1 l",., r „ „r, �, .,I ,r f,,,/ ! I„i,,,,l /,",1 I ,,,n ,) ,,G ,. ,/r„ LAI.i"1 e^I e-I c-1 Ir, (r . ( iv, i I c I ,Fa!,aalS, B„eae %'".,,le , UorQ ., ^ r '!",% ewe f.ma¢% (u,� ,m ,!,:If /rva/ Vu„ r \a!/ ! F q�M� sl�i ",vrnircna ( .o,.., , ,.� m�,.,e, µ e�ri r n.. �n., '.' 1/. i v `, { f V,. ,i„Jq .,, ,.� l "" �irvl - (.i,f �' / r, ,i 4 m)"" ''"J (�Y.,yj EMIR (/tY�.y] �M!/ {y/�4�J 'a'IYM' [�yj, [�/�Yy] \I�l� ��1�1� 1I.-,, Vrr"n" 'C I r� j ,,,n/ / , ! rviea rrr ,r.! ,. I 1 f ,l%. A / I 1 r„t'! , 6 ,f Vr! I r, 1 �,,, J .. / ,"� ,iN,f c "� ll (�/tYX,yj, '•YR [�iY�.,yJ �Ml� �/�y]. �M�F [may), [�/�Yy]. �M�M� �,1�1� 111 ,ni P,rr,,, „ w") r,� 1 / r/ n� ,c. ,":' ., � , r n, ri'� r , / rr ✓ .111 r„ ,, i �11,11',{ I I I ( ry,,,a/„ l v✓,n,f I „o/r/ ,rv,� ',v r,!f% ,2.r l i ' :j ! I k+.. VMJ ���.y 41M1J 1wr: kr/ v,vmk Ir,iv ,inx� .. , v,J ,ii(i, �",I , II,f,�o ,( : ®r (( ,v a,. �a:� ,ro� 'r ,,,,. ,i„� ,vvi ,i Iv,,,,, r.,,,,s,� ,,."� ,„„4 .,,/,// ,,, 1; au,Yi` ry ,i� ," „ii�" .nr r/ !,in! v ,„n11 r „� ,. n,r", ,� ✓,,,4 1 I 1 1 i t ,,,,r<- „! yr, , r(„!„ti ,,, „",,,�„ I , r o ,r,! Irr ,,,.6,,, „" . „l '--,d1 y, � /J ' I )I,n 1, /r, 1 1 !„I 4 P ti : io d a --! ! ,,, �j,J rr �7 J [� / y�+y,, 1wr/ t ri 11001 , �. �l: ✓� /., ,,,, % / „ ,., J mr,,,. , „ i ,,,. 1 / . L . E IA, ,..I rrr,,,, / la 1 '::.1 o, ,,, , ,I ,. "nb „ J / 1 -..,,1 „ l I 'll'":1 -"", d",,,, f f �,r i J l,A, �,f �yy 1 [/.} I [/�M�j I [may},. [/may), 1 rll/rvl h J ,,, ,1 p., ,1 r yr, f ✓ r /r. r,,,.,4 �/ , I Inn„m, 11 „✓ [�yy. �w�/ �[w�.y�},lllo,,,,,6- �Mr�/ I r1i � 1., , r f ,.( ! ri,. ,,,,v,/,, iior,,. -„ivi„vv„� ,vn,I '. I -,a I r'r ,/ 1,;.,,,. rl II x,'i+,m, ",,'J' ,u:,,iJ1 ,irr„rI r,� /I y ,i/ ` r(,iii. ,!� �rc..ii,l ,H, Ir, 7, , dii, ,o,I1 rc,4, ,IJ diu,I� ..m [/�M��) �/.�� [may]., {/,,�MyJ� `"�" "�'" ,!,"' m'Nldlllll�I /,,,rn,: , s v,^„ „mn,,,, � var r,✓ ,,,,,,,, . ne,.,, e, F ""�"4 r,nv y mdveaFl °emmwr � ,,, � �vrav+� ,,,, m. rir.. m,,. II�� ,ra? O,i in,,, /� '"av�a . vivix„" mvd✓ / ,mi„e. �,m � , n..,,,, mm,✓ ,i ,vmm/ rv, ,,r „ ^ ,2,r✓ ✓n �a /'/ (( e,v¢✓,/ !'mziv✓// 4 I ew ,v� I q,v„ // „ j�mnm,✓ � � F,s,wr✓' (,•,,wr✓' ,✓, �y�1 Y 1 �1 l ! �y� • 1 I�(llly /N: M ,. (I " ✓xm 1 ,�� 9vV ` ,,ib rm¢�.1 I ?,� ,. , eiinv,/ pi",i 11 -1,i,rvniml,�J , I ,,,� ,, r o, i /irv� ,f { /e,/iG - rmod v,ii rr„vvi ,�dik/ , "viviv✓) " ,.ii, „i,� „ L %",i r11�, P, 1/01 4*1 1 I I11 \. y 1 I ,may, (":�,,� i / ,ill,!µ J / i� .,,,,,,J ,. l ,,.. ; '! v„ r / '1 - le,,if ( '/' i ".,✓ e, l l „e,,,,f 1 (o °"F 'enj i' "`I �e.,� ✓ „ l,v„ „ frvkd rally " livivix„/, ,vii 1, "111,i , vnvl, ,00.{ , fl , ,. 4 ;�' r c / 1 ,,,,/I ,,,,� rl � ( , I I I I I 1 6 1 r �MMrMIY �/Y �Y 11 v'Y 00 co rrAII'',rilll' f G „rr ,,,, II (,: "ee� i ,G;(".% ✓✓Irv) 1 'x:✓� v,�", „ 1 ,vY, J r' /iv,,� A ,r// ,a%," n „rY ,,,', nay !,a„ ../ l "f la, �ry ,lir,:1 �.xi li (, 1. ,.l ,.lv, I �,,, j•,<, /F,,, I, /' 1 (a, r ", Y i f , ,( f hv,//",me/I /,i,,. p /µ,,,,,% ,,,, /, ,, I i Vr' I fi !' vAF v% / f % % �Hvr/'"n,.,i /1 , �[ �] '+IWi {/�I�� V/ [�n�� [�yy], V Y r,/,/Ndoxll. J� %eyd,!" ,v/N// H, I '"r mm` /, vor,." 'mmmid romwm'. 1 ,o„yrva�x virtu„"„ �ro�.w'I rdiev"m ✓,, µ^ `m „av/ n� ', „� ',v, , I.m„ m,av e., s,�'" .nil mo) ,,,m„! v"em� `m„ ! '^"....... , -,® /-vemev o, ,,l oma ,,y / , ,/r ..., nvem, �rrv` �w. ,N imvv,! �vvvr/ r" c 0 0 mom 4wo m u *am 4,6m oom 0 FA11111111,1 11111)"")ll,� "D . .. . .. c, '�'11'' ) "I � ... . . . ! ""'I"'I� 111�171 11111) I lll��`),;) lll:.'�"� 'Ill, .. . . �131 .. ... 11) I'll""'Ill ... ) "' "' . ..... , 11,1,1 . . .... , /� � � ,,,�4` � -1 "I, m C"ITI'll , . ......... . . . . . .. . .. .. ­­" ,I ... ... . t .. ... ... � ­� .. . ... .. ... ... . ..... (", "', , , "J � (""') ..... . . . � �`-� "",",,. .. ... .... ,) /� . ...... .... , ,,,,,,,,' ..... . � , '­,, ,111 I "", j 1 , I "'d I " "W" ,�,d ,,I, ... �) ,��/ � "I'll, _,� '' ,� .. . �,,�,: /"���, I,/ ,,/ t - ,)/ � 1w 71 �_, "I'll '), 11111 ,,� ­%� �,// .. . Ij " � -111' -,' /.,� "', � "I'll'," � Pl­ ..... ,,,,' � - 1�111111111',/,f I , "I I " j � � , "I'll, , I I If I � 1/1, "I 11 � / I I 1� � �� 1� 1� I I I I 1, >_ t w CL 0 $AW CL m � .. .. ...... 11 I, "I'll ". -1 - ' f'j, .. . .. . . ), "-. 11/1r11/�/, .. .... .... /,/ .. .... I , "I'll - I I.- ,��._/, ­ - ,_� I . . .... ... 11 , .... , -I- � .. .... .... f1l" , , , If,- ". . . ... . . ,/�,­dl ,J,��,/,?' ,, "I'll � "I'll, ,­',f I ll)� I . .. ... � ... � lll� 11,1111, , _, - I - _', ,/ , - r- dIIIIIII, -, " ,,�,,,,/, `_ "," "../�,_ ,/� .. . �, " � , , f�/�111/11 - I'll ","'I'll ,, I � 11 "I 1,::",�,,�,,,, ,/,. ... .. . /, -_ ­ "..., -, I ll..,.Ill, './ ... .. . , , �1_ ­ I .-, ,�,.� ,":f"'.), I �,­­d 1/1�1/11111 �11/�//1�111 .. . "I'll f I,,' -.111 ,... ­/ , , "'e, ... ­)f I,- - - - ­f, , I- - ­ Ill) , ... 11,111,11- f �11111/11111 , I f I , , , , ,,,,,,, ­ 4�11111) f - ,/ .. .... . . -11 ,,� �,,, ,,,, ,­/,�// �­) ,_ ,;,,, - —1. . . . ...... .) ,,/�,�.,.�, ',- ,"I . . .. ... Z h/­, 1� I __ , //11111111�1 � /1"I'll ,,, � ") , _ ! � "Ill -1. I — , -1 - , ,_ _ -, _ I � f"ll � I ,- '­ I I- , A1.111 I- lfll�llll I ­ f�,�,,,,�, � o" . . . /, ,�"/�/, � -_ � 1/1'�, ".) —, , "I'' , -1, ­ ­ "I',- I , II ''-I , � I � " I � � , I � 11 I I I ,�, , I � I 11 f�., I I , , , ". , ,',If" I -, � I ., , , I I " � I � I - I . . - I'll . I 11 I I � I �11 �� . . . fl�l , , - �l " " , � , '' If" I I I I � I I - . I I � I I I I � I � _ � I : � I , I I - . ,� _ I I L' .- I I - " I I �l � I � I 11 I I /I , � , " I I fIll 11 � I I , I , I I I . I , I 7 � . I ,•- I I I I � I I 1/1 � I I : I 11 I , , : : I .."I'll . ..... , , .1f,"I"'I'l ,�,: "I "I r,f',)..f" — 1,11,111,11 11 ­111 /,'l//l/,�.1/f", "I`/,/­rare,,,I . , � /Z., _. ,I- , , I I 11 , "Ill ,I ` /Tl/,`­ "!!I11/11 "I "Ill"' I , 1­ . .__ F, I ­") . . .. ...... � ,,,,,�/' lll,//Il� I'll), f, "",/ ./. ...� ,fl�,�Ild ,�,f, , � , I- ,,, I I _,"", l..l. , I I , : , � lll�,W ,f — I ,�':,,, �,,,,,,",­ "`1fI1f1I1l"//I'll ­�/ _/ � - , _f, ,,11/1"I'll""'ll ... .. . "I'l,"` _/ ... ) " �� 11'1�­Il , :�,`,> fjlf�f;,.1lllll ../. I � Z,), , �1,, � � ,,,,�,,, 111".fl.".)" "'I'll"I"'I'l, llI,(f"f�'� 'f,f"f,fff",�1 , ff �N`) ..... .. .. I'll , �', "I'll"Ill"", �Ifll�f - . . ....f" , f , " / ..... . �,. C",/,�) , , " If, , / " , � ,"". I I '_", '� , '-,/ 'I�(111111,11"""f",",,��'), f"'111,11" � , .. ..... f, , _J ,,,, f"ll" f "I " '1'l]'fl"l"ll"1,)1","11 _",I.� �, -l"I", ,,"'�"), `�"//'11111�11111 "Ifl ,/_ ",/;': ........,./,� " , , _,� ,,,,,,,,,,�,/,///"" "I "I I - /I , "', , -I - " __ __�l _�,, ,� , ,,/ I "/�,"""",�', ` —11 I '11'11'1�111111/111 11 '' �111 ,,/l .. . I'll, / ,If, .1 I I f(fIll- _f ._, � -,-,f, 1--lf"fl" , 1,11" I ­ 'I", ",­11, "f"'If"I'll"I'llf" ,"'I'l"),�1"I�f1f, "I', ­ 1111"If,lfl, //'_ � , I I I 1� I ! I � I , � -1 � I ) � 11 � , � , 11 I I I ­1 ­ ,� I � 11 �� , , I I I I", - I , " I ll� � //l/ , I " I ) I � I I ) 11 I" I , , , , �, , - , 1. I I I I I 11 I I I I , - , � . I 1�11 I I I- ... , ,­�, ,,, , � ,_ , ,f,- , I- I , " - ,/,', , "I , "" , I- I .. . ... -, , ­ � , ,,, " . . I I - , I � I I , I , I 11 I -11 , � 11 I ,�, . , 'g ,, , , 41�, � gr",�,,,� , ,; . ... ,/ , /s, — I I ll��111�11/ `�, �,�, , n— , r(,� ... .. /" , , ,,,,,,,, , ­_ 1, I 1,/1� I /" l oia omm , " � f �',­; 11 I ,"' /1" )lf. "If", I lll�'/Illl� �,�, " f � ..., : , ,,,,, / .... /," / I , � 1" � I j I "If,f, 11 , 1­1 " I � "', 11 I , , , , , I I I , I Room lIrl/­­/1l �,..�,a ,", 11 ­'ll, I "'.11 � _,,)d "JI'll., 111; ­,, 11"f",_ , �,­ , +­,,f) I "I'll I I 11'..., �� I 1 "f" , ,ff("" +­f) ,1�1�,"/��,� � 11 ,41­1�111111 `111 ... �f J;1111111 1) f, //'If, ll)� ""/ ....... . ,,, ""'I"),""', 11"f,' , I ,/,/�,� f ", �, f,"l) ,)T'f ... . .. A ` �//'11�1/1111� af, I.I.IJ I I I �. � ­ 1, I 11 I I I � 1, , -, ., � .1 11 +_ � � � CL oww III. -I , 1-11 ',,,,� I.,1111,1"-"/ (" ", , 11 I , '/l/ �(Illllll 11 ... . .. ,) I , ,.,,� , " " ,f ("),") , " � """""') )- � ,,,,,� �l ", , "o , . ... .. � , -1 ­ 1. " �, ,"f" .... )"", "I. , f /�,� . .. .... 1111.1), f)"'... ,,f" , �l 11 , ,­,', ...... .. fl �/,/// f , -, /�,/,/", ­( ,,',,� " "ll �,1, il"..", ","," � , , ."', "",/)/ "I, I . �l , " I I . . ...... �" , , 1, I I , , ­ 1. ", �l I I , I " 11 ", ",)�,,�, �'::::,,,,�.'�Illlllllfl / , , I I �11­ ,I— I — I M_ ,'I a ll'� ),f."1,1f._ �f 1, ~ I— "" 1`11111 , 'f "'.././. , . I ,,, , , "/"",f ,� f�',',' ,�,,�/, ` .. . .. ... f -_ "(,/,/ . . .. ­/ .. .... /,/�� )"""'( '­� '­ -­ , , .. . . ­`­­ f­ "1""', I - I I , I I I , , I I 11 I , , I 11 I 11 � I I ,,,, ll� "I' , 1� , � ­1 : , I I , , I , , ', � , , ,/ , , � � .. . . '..) .. , � ... . . , � , , , 1. - � " '- i f � 11 ... ,//, I - 11 I , ,� , f �/I/ ... .. / � _1� 11'.) I ­ � ­1 f ` � ,,,, ,, c"'), "I".. , , / . . ... . .""/ "'�' � _') f ll/.,/�' I ,-, "/, , ( � � , , : 'I'll", I ..... , � ",-, I , I , " ­ , , ,,)=I f �,_I, '-) 1`11 I'll,.", -, ",') � ,f I '- ,, I I ,, , I 1, , "I , , I , �, " , " " I .. . . .. . 1-1 , I ... 1� �l " - I ,f , , I ll� j J I I I . ... � : , 11 , . f I- 11 — . .. .. 111111�11 — ­, .11. , __ , � - 6­ . ... ... . "_.�, ""' ..... . . .. _ " ,,, .. .. - �. I " flIC(I""I"", .1 1� I . .. �) ') fl I I 1. , , .. .. "I � I I .1 , I- , � I � - � : 0 E m z f41111 ,,,,,,,,,,,,� ", � , , 1�1111` fIll, ... I'lfllllll , , �,"",j ­/ � 'i ,,'li .'I� , � ­` f,' 111;11//�l �f,'I, 11.1/1': , �11.111 "I'll,.11)" 1� 11 ,,,/,, 1�/ � � I `111'�, i I',, �, — "I.'/ � "I , (`.,.,(, 11�1!1� (I lll'� I � �,� 11 I � I � " � i � I I ) , ,� � 1, I , � 11 I � , "I'' ro , �,, ')n, " " > " �/, " .. . ,�> , ... f I > , > ,/;> ,'� I > > `71, I(flll . > " � I ,f"�> , , o I; " � ,,, I ;,�` - > > > I �,,,, ,­, ,;, ,. ­ > � , , I , . , " j , f, � `,� , I , , I (A f//" f"'(": ("'f"'ff"ll), 15�11_ I ,,,��,�(/,� �", � I , "'.1 — I �,,, . . .. ) / �"/�,/"') / "'I'I'l,",f), ,- , I � ,/ �, � .. .. .. .. �,,, , Z, , `lf� I f , , Z" ..... .... .. .. ­, ,,,,,',',/)/,/ ... �, - ­ ".. .... � "I'll", 5 ".", � , (",If'�',','), , ­_, P(, 111. I - ­', I I ,,, , , " , , I I I I , "� I I I , , , e 11 I - " �11` , "I I ,- I ". � - , - � ;p lo I "f," , � I ­­' ... . "I - �,,,,, I � fll/1�1111'� , � _11' _ I '11111�1, - ,_ I 1. , I/ I � __ r I ... )�� , , I .1 -, � �­­i , , ",/�,, I ._ : _f , , , - , ... I I _� I f, " 111- � "ffff", ,_�, , .- , ,- , f , � ... )", "// I �1_ I : /' , , , � , - ; �',' , / -, , "I", 1. I ­ .. .. . .. / .-I I - I I . .... . ,,�, 11 I 11 ".."Ill I I 1, "', `( . . ... . � ,,,, I'll, ,�,� ( 11�1/111 ,,, 111(l.," A.I., . . . .. ...... I , � , ""' 1111.11' - ll .11 - I I �� , � � 1m11_ I I I , � � I I I I � I , I I , I I I 11 , ,//, , 1, I I � ..... P, "" I I � ': , -1, I " , " - , I I f, I "I " , I I 11 I I I I I I I I � �f D .1. I , - , , � , I 11 I , � � I I , - I I " I I'll I I , I I , , , � , � � I I ,,, " I ol I 11 I �,,,,,�'Ill I /,("",// f, - _ , I ­­ r , ", IIII)IIII),411 111�1/ 161 "I ­` ­­ ­ , , I - / "­ /..'l'l­,(;, -- , I I . _l/., ­ , 11 I'll I ff�ll, -­ , , / , 1_� I - , , 11 - ll�f� " '- f , , // �11 - ...... -', , I , I -J"'(1/1, I ............. /I , � I,.:- " " _/,""', f " "' "' " , 1_11f" "I . . . . . . . . . . . I I'llf"I"f"', "" , .. . .... I " , I I'll � � , 11 ."'.(lAl'/l' . . . " " ­- /I ."./k," 1, /.", ,f, rf"","" -, '- I I , ,� . I , I I , ; � I I 11 I � I I I I I I , -:e . .,��Z 11,11.6, I I � f, . '�1'14_ - J- ll� I , �, � � � _1� . ...... . ..... . , � I I - � .11 , , � "" - � I I I ­ . I I � I � "I I I.,.,., - I I - �.. , " /11 lllflll� I , � ), � � � ) 11 I I , � I�IIJIIIII,IJ !",", 11"JI I � " , ­' �11/1(1/1/./, /I I "I'll � � , I - 'd -, , j,- � I I ­f, f � - ) � I _, ... . . . .I../J 'f, ... ... � ,,, 4: ',./ ...... J", L'a""'f'4! I I I . I I � I , . I I I I � I U.,� � , � ",_.k, � � ,,, , ., " I , I , I � - I I I I - ,) 1, I I ". " , , � .,� , " , , ,f,) ,f, � .. .... I .1.1, f I _; , � " I . . .. � I ,,� ... . . . �, f, .rl "), . � .. I � , i(� � , _'� ... � �,f"I"), L,r ) ,',,f ' ", f"') I ,((,/ .. ... .. . " , , , f )'-'- � I ,.,S""'f,("" � I I - , . ... ,� ,,,,,,/ "", , , ,,, ......... � � �`, I I- I , ZZ " - ... , ,,, "I,(,,////, I �11) 6�41 (_ I "I , " " 1-� � 141111� p � ,(�l f, ( . ... .. ) . ...... " I , , """", f � 1. � ? "I'll'," I ­", , " .. .. .. . , , fl1l`ll ',.,,,,,(f' � " ­-, , � ... �/- , �1, LJ( .. .. . ... , ­1 ,� ... 1� "/)/, " � . ..... 1/"� f"­ �_/"/,"/� I ,////" "I'll " � ;1­'f , lll//�1,1111111 'I"J"' ', 11-11-11" � .... .. )�,/�(,)) , 0, 11 , ",/�//­, : ,_: . .. . .. . .. I - , I- , "/,/ . . ..... I , , , r , , ",�//",/', 14 � ��/, -',, I � "I ,� I -1,11 , l'l"""/,(",) "Il-l/,/,/,/,///" � . ... f, /, ­ , f" ,, . , � "I", ,,,,/, j _", , I Z"'Ill """ �', , /­ � - � " , '' , " , 11 " , . ..... . , , � , , , , 11 , I , �,� I I � �, - , , " , - I I , i -1111' I ­1 -1 � I .1, � � , . I 1�1 �l I �11� 11 1.�­, - , I I I , I " I I , - , , , I � 1. I � : : "" " I . , , I I I , � , : � � I � , -, 1 , � ( , , , - � �, '- ,, j, I., � - , � I - . � I I I I , I I , 1. , " - I � 11 - , -11 , - I - � , . I I 1 f,,,, - , , f .. "` , " .... (f .. .. . ..... .... " "( ,, �,,._.,�, ("f , ... . .. ,,, , , "' ""' ,,,, -, .. . ,,,,,/,/",)" - I , - "If , , , f"'f"', , '/ "'/,(/""#,",�) " - / Z", `� , � "'I,f,�",­ /, /// , ­ ,,.,,, - ,_ , ,,, 1-f I— ,/01// . . . .... lIlll/(/l" /,/Ill,' I . . .. ... - � llIf'lf""f"',f,f"`)l 1'/ .. . "), , , ,f,f . . ... . f, 1",'� . ..... .. , ,7 I "f,'fl,l: ,I I I 1_ 1,� I,- / � I � - , I ) I 11 , �=f I - , I 11.11� , 111.1,�,, �, - 11 I . . I - , 417) ,//" .1� '�/,'�, , �:� 1� . 1, I , 1�1�11111 I I I , j I I I .. . . , I , I I "' ,(,( , ? ,., , I � 'f� .. .. .. J, .. . ./,/, . . . �,,,j ) ,11�1, "..) IIIII&I'll �l " ,�f "I 11 f"(""')l � 0, ,11/cf), , ­ � . . ... . I'll '11�11,, , - / " , f - I � ­f I , -I' I �11111 -,, ",/� I 11" , wan.,... j I //,, ,�f,,,/, ,(/(,/ ) 11 .­� I ,_ I -, , "._,, ( ". , , ,-, _./, I -, I , "),/";, ,_� I f", - I)IIIII'llf .. .. ("/,/""', : , revs,,, .... .. " , -f � � IfIllf1�11111 ""f,fl, ,� : , ­' -I ... , , .. .. I , , , 1� - . � I I I I I I'll , 11 " ,� -� . ,,, 1­�l ., , ., . �,, , O'll I ­ . , , , t.c , , ,, ! 1� � I ; "I'll.f." I � , I.- ,� " , I I " " "I .11­11� , 111(1`11f�IIJI , ,,,�.I.Jj, '.'.. ... .J ., , " _� 11 _ I I I '. � = . , ........ fj I _j "I ,f ... . ( .... ./� I � = I , , -.1"./h I 11,11.1.1111f, � _J, - I- "If I I I ­ = , � , ,,�/ �,/, - , ,� __ ,�(� I I - ..... . )(,( ,�, ��/, ,,, _� � = 1. ,,, . , , .. . � � 11 � I 'D ,�' 11 I - I 11 •1 -61 „ -11 v, , IIIIIIIIIIIIIIIII I , , - � ­... ,� .... . j "I - �1' I I I I 1- I Ill , � I I I , ..... -.1 I.I. �l 1. � ., � - � , , - �. , . - `1m11m11m11. 1_' "I .11, 11), , If)­-f­­­­ ( , r, ­f�"fj .11;,)�J rr"I'll"ll , ',­) �I.Ifl�,i.j ..... .. I , ­ � 111/1 I 1)� ... .. . 1,,.,f, LI.J '.,f",,�",,., (Cf"","... I I _ : L.?_' ""' �.,, , I %,"�(',,j '-I'l-a', ""'(�"("),/ . ..... � ,_ � � �)', 1 , ' - " , " f , "" I 1 -- 111-f � ... .... �`,,,, I',' , -,, - f, ,, f" - . I ... .... I , L,,,,,,/f, , " , f, - I ... . .. . �,,, � � , Ill./// � ' � - "I I - - �­, , , I - ", I � � ' -1 , . ... ... / ... - � '­ , I'll .. . .." / � f.f..J" . 1, .,f,- I , , , I � ' ' ' ­ /', -,f.,f ... � ­// .. ... .. . � , I I'llf., ) f ' � lf",A­�,�, � - , _�, , I I'(,�'­/­,", � ,-(/ � , , . . . .. .... l,,­,'f , IfIlf, _f.f. .. .... . ­­,�, , .f. / _�_­: i"',�,".f(,�1'.." �f ,11 11. I . 1. 11) � , 11 1/11//1111) .� 1/1// �.,11111'�.J, L./1',,./' , ,,, - I , ,,,,,,,,�`.', ,,,,,, ­_ , I.,,,,,)- ; I'll llll� . , , 'If; ,,,,, , f "'.111,11/1 �LIJLIIIJI'l ,"f":',... 1�1'1`f' ,, " , _'ll I I I f I 11 11 � . - , , , )„mom, - `max„ �11111 I t ,, , � ,,,- ,, I I I I Y,,, ... ... , " f1l , , 'fl­ I I .�l ,,, , ".1 /1'­/ I - , I I'll) I I I I I - I I , � - I 11 ­ I- - I � - Lll� I I � I I I I , � I � , I � , � i I "" f&, � . I I;- I , .. � 1". .� ,,�� !. _, , " - ,� I(,,, . � - h , I I , � � 1� I I � . ­ I I , I 11 , - .,� " I I I I , , I a. 7, ` , I � � - , , , -, , , , _­' , , "' ,,-, " , , , , , , p MM '�­I' � "I 1111,91/1 11 ) f ...... .; /, ,� �Illlfl/' "� , " I , _, , 0 '! � , � "I I'll, I -1, I / , 'I- � , .� .. .... ,I �, � I f �1��`f . ..... "I'..11 I f ll� " � I ,­, 11 � "., , f 11,11f,"'I'll "/ Ir �'ll fl,'I") .. . . . . /^ I ",/"(','/"),") 111 / �l � �, � ./, � , ,�11(11�/" 11 ) . .. ("w", `,� ",", ,,�///,� ",/ , , -, f, / 'If," / I I ... ... f', "..'If , ") ,,, ,// , (/�"�',Ill� ,f , I I N, , ­l . . .. .... I ,,,, [ / , , f 11 � .... , Ill�/1,111 "-., , � - � - ,,/ . . . � , �,(111(llfl ..... . f "(1/,') `,/// �j, / �_ !, ,: A�11,IfN � , � " "I , . , -, , - I I � ll_,� , , �) , "." ­1 , � I , � , , I , " , _', I ... 1/1 I , .. . ... �,, I , lf�,y , p� , � I f,,� " ,,, , � .. .. "f,) . .... . . �/l �,, , ,,, .. . , , " ""�, 11 � " ,", fl," , , , I . , "(", , 11 , I I "',,I"� �,, ,f , /. , ,,/ c�"/ ", , ., .. .. . . - f If') " llf,)"',' /" , 'I",""" ,/ll,,,, , , , , - " / , )/ , ,,,, __ � "I 1, " , 1, ,�I' ,j ', ,:::)�� I .... . . I/,,- I , 11 I I 1-11fl, I I . 11, . 4w � , "�, _ c')(:,')'��, , , ,,, ,,,, ,­ -J, . . . . ... ... " , � .. ... . � ,(",(",,/,) Ill ,,,Ill " - /, ('f"': .".., , ,,,,,,�,�. " , ""f"fff"': . .... . . - � I'll, ., �l I , - "I'll ,�, ­ lf"o'I� � I , �,,'�11",f(,,_ ,�//,//,/)./., " . .. . .. . (:,//'�'..// "Ifl, . ..... (�­ _.' I " "�,_, If.111"ll"'. , , �, , - "I -, ,,� ­ � Cl. I � � , � - ., , I : ,, � �, 11, , , I _. , I � . .11 I ­' . � � I I : "I 1 I I , -1, , 1- 2- I" , I 11 1 m I , "f, ........ . �'fll­l .. . ... � lffl.11flll�l I'll, � � I I ­ I .- � - � I _. � �_ � 7- 111-1 I - , ,jfl. : -', ", - �._. f f­_ �11(1111"(fll I—- � I i 'rIl/111- f"111111,11- , I I 1[�, I , "I ­ '�,­ I ��, _., ..... - I 111.1-1111, ,,, I -111.1 I - � � . . ........ �­­' I 1.111, I I : "Ill 11 I 'A' :­� -i ff,),f"'.f::.',,") ::'1::',(:'::,,f,), -1 ­­, ­/ " ­,�", � �,)�,­�, ­f ... - . .. ... ,f,f ... m/,/'N '/­/'­", .1.1.11111 'f ... m-,"', ...") / ... ­,"), f')� .. ..... . -"/ . .. ... ­,"O, -. _� z -, - " 77 ff"',­ ­', �,­` "I",/ ­111111 .. . .. , ­1111" 2 _., -11, 2. z ..... ...... .. . . I _­ , .... .. _.'l I _1 f""(";";,�,f!".f ',rf"(1�"',1`!,` ,- `/ . ... . .. . ff, ",-") .. . 1.).) ��," , , f", - ,)f �, "C"Ill. �z e I "'�Y,� , " �,� .. .... "., � �­,�*, 11.1 � 11 �1, 7v I , T - -IT", �'-7� 1/11' I , I'l-, " d,'_, ,� ,( j, 11 I I . lf� � "I',"""._ 1_1 . ­­ ".,. , I ­1111 I I—' ,� 1-1.11 1.1w1­1 - '', ­.." , �, ., -11, I- ­ -_ 11 IwIll"I'll ) I -, D __� , � I � .11­1� .1111, -, ..."W - "I, 11-1 -ld 4� I "_ 1 , ',',,/` ,'If,, � � ,"'I�o' ,"'I,".:,�,, ',f,'('1",1",":,('l ` "' C"(1, I ­1 ��"/// .. . . e­f .. . .. ...... ("f.�I,', ,'."(,�, �,,,­� � .. .... �//,//) ( . ....... _ � 'i " �e/ .. .. / .. . .... .... .. . ,"', �(,'//,, ,,,,,,,,, ,-, ..... _,�l I . . .. .. .... )l I ... .�,. �,,�,��l .. . ..... ,.",//, ,,-, "I'll, . .. .. , � I j ) "// � 1­ I III. , �­, 1111111", , "',-) "Ifl-l", ,­,� -"I I—` ­111 ...."; <1011) ­, 1.11 , I ­, -11 � I'll, ­ .. .- 11, f , , , , mould ,,­� ".." 11 "I'll, � 11 I "", � I , I - 1, , I -111, '­�' lll."� o,om, Q, V�111�111111�111 ,�� , "I'llf"'11,111111 . "I"', " """ ... ... ... . . "If" I I fl, "I I "I 11 ,.// � .. . '.". . ..... �­ `­ ,,� / .... frl-1-11 -If ", .. .... , "If,f,f"', ,))'If" ,e",flflfl�fll ,,, , ,, " "",f"�f'ff',',',' , W - , ( - ,", ',"f " f�,�f­,(­ ­ ,"""",/ " :) ... . . . I - � 11 I ffl,111,11,11111111 / " .",/,,,",,,�,//, " �11111­ , , , � , , ,'�/ ('­ _ ,"". 4­ - ��,11'. lf­ ,,,, , �,,,'/­.�,,, , , � , , '. � ., I I ­ 11,1111,11I"'-If I :1, , /2 6� , , ­ I �/,,.., � �Illlfffl­ j�ll(�� )l 1).1".1.1 I— 1� "' , , ,� -.I- ,� f, I I `�� , I 11 I l((­//­ ll(�`l 7'' '11- " If, � ,, ,­, ,,, , ,"f."I", Il ,­," I I , � I �11 � . I'll .1 I -.1 c•.1� - - �11 � , , 11 �l X ,,, " ­�­. , "f: ", : ."///// "L.�, ,,,/." , ,"', .... .... ..... , � , " "I"//////// - I I (A, ", -,/, ", , , � 111".., " < 11 l," , , f,f " " , " f""f,f,f '), 1- I'll ��, I , I .� , I . ... ... , , � �/� ,,,,, 11" � " "/ . .. ... "' , , "', , ... .... . )"'., "". .. . .. .. )") ,1- I "I ... . - 1;�/Ill d f . . . . .. f"'f""'I'l", ; e,,/�, , ,�� . .... . .... '1�1 �.J, , , , �', ,f ,ins ", �,_.',) , f / � .. ..... . " f, I I f" , , , " f) ... I , """, , ­/, < I , 1, , � ,(,"/ ...... f ", ... .. ... /,"[ ,-, , ", f I I I " v "/,/, 111/1 , ­ � � _,/ "', I/ �111, ("llf",rob , "' , ,/ , , #11,�', . " . .... ./,#./�) < , -, , "I'll, ,­ " I ","', <1" , .. . . .. ..... , I "f", I I/I./W , �, "I " , , � ,,/,/', � .... �,.�/,,� ,�, "­ .,/ .... . , "I I , ///"// /", (/ f , " ... .. �/ ... ,,d I ,,, , . ...... .. .. f,' _ " -1 " /� I "f .. . 11 , , ,�,,�,,,, I , , _, � � ,­ 1/1"" "-C � -1 � " / . .... f , �11',, ,, ��, , .... .. //" ,, I/ , , � - .. . ... .. .... : 'If I . .. .. .) , ll­� ... .... )" , I I", �Ilf 1, I, :", ") I,,/ I ""' � � ""I'll", ,11_,� "I,//" ­1 , " " �­, "� " , , � , ...... �� 11 . � , � �l I � " �', I �; I ,� , I , ,, ,� , " I f f , - 1W.- ­ "" . - , 111. . 1. - I . :", , � I- ­ -_ � 1- ­1 , - . I /,. . 1,,� ­ I ... I � I All/ I - I I I 11 - , I � , I , I � I � , , .."• � ", I I I 11 , " � , , "p, ,4f , f � .. .... .. 4 j I I I I - , , ,- , , � I " , , I , , � I I 0 I I _. [ ...... # , , �� 1"�,,, , "I ,[ � "I'l , /1", f , I ��., � � , "I" , / � �,I,f, ,flf,ll ! . . .. ... � -1 " � � ,.', J, I.,, � � i 11.1 11.), � 1 You,,,, ", 11/1 , � ?�, .1 / I "If, ,//�,, " - "_�,' , lllll'.f."'.,�: / ... / , , , "'I "/ � �_ ..... . . // , I /I/,,,,, -, � , ".."(""I" � ..",/"'�,/, -, : - ,- : I -,/ .... f" " �l 1.1w, 1, ,,­�- I IN I 11 ­1 fl"( � I . �l " ,� 11�11 I , j , � , ".. ", ; � w ,� .,-, "I I" �1. �) ,. ,u" 11 I , I— 4), �_. : � � �I_Ilflfll) f'."'f- ,j- , .11 , � , I - I I I - - , ,, ",_ 1. . I I � - i �� � ,, , , � , - 11 ) ,4 1 low 00 ,f" " I � ,,,, " I � �111�1 1� , I _ -11, � - i , .�') , , , -If, � ,/" f " - , , ,�I, "" I fflll,,,�If�f,f, , , "n, "", I �,, ­ I , �(I/ , , ,- ,� , I , , f" " " I ' ;ffl- I f �1/ ,`:� I _11111 " " , ,v I )If- f "', ,"// " , f'), , " - , I l._. , ,fl", ; _' I :f , , I 1�//Il I Id f I - , `/", /�,, I �,,,­, 1-111. - , �­ (I I" .... .... �, .1111 'I'll, � I I 1 f ,, ,� i I f, , , " I'll � I I . . . "I I - , ,- , " �111 - - ".., .., ... , 11 I � 01) 11 ; - , ( . � ,� i -11 - 11 � � ,,, I',, I , , *0 . .. . . . .� ...... � �, , � , ll,",.�), 'f",11,1",(" .."..f ... ), � ,.,',f)",_A! , .)'., 1"f fl, � �,,,,J (/,'/, ", �"/ , 1, , , � _,,'J, f , f ,­o , f , J(f ... J,/(/4" , ( ­fIll � , f ­ � � , 11 11-1 � , 1�11d"I'll, , , , ­­ , , �, ))", - """"., � I fl", Al", J11 "/��,,�// ,,�, /, ,ill, , 11 I 1, " I : ", , , �, v , . le, 1, � � , ", I ,�, , .) ^ , ­ I " , u, f, �,�,� , , 4 ­"f"'f " 41, f� 0 , f,f . .. - , ,,�./, ... .... /", . .... f, V, (.,,,:/. ,,! _­ , ,, ­­ff, l_" . ...... :,:f,f",(,:.:': f�"(,�,ff",)""�,,��""I'�f"', "",( " , /,"""",/,", , "').f":11,"",""': " )"','1f,:'f,ff':"," f"('.�',':1"':','f:, f,f"i"�'l,fl,",�""",",J,, �, -_­ , -I , , " 11"IfIfy, "(I"" I. . z z ,;',�,�",I."",), ",f,f"�"",f"f"",,),�)"", "",flf,lf,f,lf�,fl","I��"I'I I !, ! � � I L�.� � � �, , ,,,,,,,, ­,,,.� - � I, I �l I � ,..A',.. �� �_ " � L � . � ­J� ".J."I I - I I I "I I � � ,, � � ,„,.,"I.. 1 , -1 � I 1, I ­1 "' , """"'If 44 0) _ 1.11 "I'll." f.-_ (111"IfIll.1.1, 'f.-", - _'I _,", f, . .. ...... l"'I'fl1:f_ _f, �""�,(""Ill - -, CL _."' �� - 'f.""""ll") , , , __ ",("/,/.',' , ", _.", .,,-, -, 'I"I"If.f. - './ !/:("'./. __ 1,11", - _,, I "I'll, -, . ....... /11 I "I'll "".- _, ff.-, ,,:­:/,(,J(//(//(, . ... .. ..... f�,.,., _f, "f `f ... . " "::'),ff). ,�f­_­, I ,,, I - 11 " 1­11 . I � 1�11 I , 1 , I' I z � , , 11 /, I � I., I 1-1 I 1. " , " " 1,11 I 1�­­ . 1, - , iz ., , . I � . , -, ','w 11 , "It, , , 5, , , I , . .l f') , .. 1�1111111�1­11 wIll.l. _11111 - - 11 � .- - � , ." I I , . I I 1111,11. .1 I 11 -, I _. , "" , " . ... :, I 0 ("11�111 , : )11�11, , , "Ill i " / ,',If,',' / f , "'(11", , ,� .... . . / ", : /'% /,", I � r", , ,'� "f ..... . /' � ✓, ',/ ""f" , 11, , � 11, f,l,l , , 1/11, Ill/ , / / , 11 /1" , , ", 1/1 I I I , ""!,///"", / , 11 IIN �­ � , f 11 , ,N I 11 , 11 I " CL , , , � , I'll, , � I , � '. � 11 , f, . ­1 I I . I -, - " _ "" - f"'o- � " , � .- , ,� , "" , , , (" "I ,, f fl-I , �"/ , I �, (", � � Ill �111� L/ . . .. . . . .. , , I . ,' ' I �l ,.: ! ' ` � I I , "I � .. . . . .. 11 �,,d , , -W � � / .. ... . . - f / I "' "�" � I '(1/1, - I ,_ -1 I ,� . . .. " 1. I ll� , '),"I", : � fIll, ,,�/, ) f ,// . .. ... . "", �­� �1. , ... . . .. . ... . .. ... .. .... ,��f,lz'ff , , , ""( " , , " , : % , , IN " ) � , - ­` � I 1, � ,/� , � - ', / , I , ,,, , ., , , � , , , ,,, "I , , I I I I � I I I - ,f, I e � I �flll1l11lllll I rl(1`11�111�141 I 111/1,11", . ,�,/'­ . .. ... .. /i -- ,,,,f ��,­­� '�,­�',")�, ',­ I ­/, I I , "' " � I I .. . .... ..... �' I - v, J � 1/1'../l." 1� , ,11 1-1 ........ . I ,�,(/ . ..... / ), ,III I , ­1/11­1�11, 1: ­�, ­/­/ .... .. i I I I I 11 I I.."I'll � � - I � " �, , , , , I -, - � � , JI, , I 1, , . � , ­1 I I 11 I " I ,, - ,. I I ­� �11111 - I I � 1� I I I , I I , /..... (,".. ) ",......(� Iff"11�11P, . ... .... . , . I I I l� " _ ..­+ 11111111IffIll), r �Ilflll .. . ,I I "", , "f",",� .. ,,,, f"­�'fi 11111111"I'll , ffff"I"1711, 11/11111 , , I y ", <,l"f�"� m, , I I ,ran,. , ,f. , ,� ."�") �,,�11)� I W..10. -, _, `I _' ../ I ,in m„ 11, . . ( ,.. - "", ( C) ­, "' � f", ., �(6'/, -, .x/ " ­-, ,"',)/, , k,',"Awl ,- I I .... /./l ',� f 0, 1.1141� 1�, I - , , _,/' ,�",, 41" �1 .-)�� q,f . . .. fdp, I I ! e, -... ... , I ��. 1 q ... . f,q), , "" , , " , .�, ,,,,ran.,; I "1111fl, , If - , ,f f , I Ilf"llI'll,�l ,,,,,, , "ff,f;,11� "(") ,���f,,, � f�11)11.'l I 11 , ,'......, �f.w '" (,f,f) ­i, , - ,,1,;l 7,.,..,.,,. ."1Ir,1n �,.... J -, `1�111(11 1.1, 1�1.1 1, , I � _�fff,f f,"m"�1", I., : - o.l1. `..1111p, ",f.,f,"J .111... ",v :''') ",,��­,/,� , f,( ( , : .. . III', �,,,,,,q" " , " , I ",I ,NII .I" - ,I, , ", , _�I ` .- �l1, :I I II I I I II � iI - I� I I ­ I 1, "I � , , I " I � :, � , I I I - ,,,, , �l .... � _,�, If , , , 11 I If, , I I "IfIlf"Ill, , ellIflllll�l,,,, , , ff ... I I I'll 11111111 / �.,., ,� , , � ­, 11 � ",/ ... W .... ."f , �(I� . .. //" ) � D. I , � I `I,"/',, 11- I ,11 " 11`11�1111fl , ,-/' . ..... .. -, " ­� fl)"I'll 11 , /­," f, 1"frl ,/­',� I I "ll", ,/, "I � , - ,I- _ , f IfIll" , � , . . .. .. .. � , - I , 'If � I � 1"�111` ... .. . . ..... f .... ..... � __l 11`11­11� 11 � I ;_ "Ill, f"', - f 11 I. fl. �,,� , , , , I I , I � ,,,� , , � I � ol 4, I I � � I ,� I I � � I I � ; I , , , , ­ � , - � , , � -, , , � , �� , : , 1, " , , , ,- , , - - � , . , , "' " , , , " " I , ,� " � , 0 I 'I',` , I , - I., - . I Ill I I I , ,,, , �l ,� . , � .�,� ,, � I I I �­- � ,,,,�"1�111 ,)"­,,,,/l 111­11`�I, ,, , , _­ ,,,, " d, W, _(" ; ­ ,,� , I _� I ,-. I I ­,', , 4- I I v", � J, I ­ I I , ­ . -11 ... � , I v_d", 1�1­14 , , , I -�l 'f"­-If, I I � I I ,, I I I I i � : w�­i ,,,,::�� , ) � I I I (.1".,f',) I 11 ""I"f"'I'l) """ . .. I I I (11' .. . . . ... 1) . ..... . , If"'.." I f Al-N , , _f ,�,l fll�ll, , "..) jgj­ `.._� K­/"," " ,"f ,� �� lIll,flfffl1l ",­ I ,x,� �1, ­� " ,`� . . .. .. 1(,,f, , "// , "J"`,f)�) � ... .... . "' , , .. .... .. I "', "'(" , ... . , , I " A� I - I 11 � ,w,, , I '_ , I 11 , � I I ,, � , , " - I I � , � , , , f, 11 .1 , I I , , ,("1(­(­",fi ,)�,,,,, ­,,� � ­ ,,, � ... ...... � I I , lffll­� - 1( I I " "­� I . ... .. �(("'/,,, ,f I I 1­1111 1,11`//,�(/Illl f, I I 1-111, : I 11 I I 11 -111, I fl.111.1.11, - ,f .. . I I I - ,. ,, ,f ... �,I, -f ... . 1­1( I ,� .� f, I`/ 11 11 I I , I .1 . , , , '. ­' , ,� .� 1, - ., - 11 I I 11 I- I I I 1� ­ � - I I I I v-4 ,!, ' "'" , " I , q* 1-4 � -1 , ,, ...'; I � �',,n, , , 4 ",-, � I I 01�1, �flfl, I � I 11 1,1111-14 t 111­111"IfIl I � N­ .... . . 11 I- 'If,", . �,,, , : -.114 , , I "/,"., �� � I- � I I . . .... .. .. /,­"', f," ­'f­­,(` .,,,,-, I -- , , , — 1­11; l/fIl..../I , , I I I I "I - I � I ,,�11'��,fl ,�(/",,, ll�lfllll 1, ,,,11,,�,,i 11-111 ",,, , , ,f,l � "I -1-11 , r., ­4 I I � I , � � I- 11 �l I I I ­ ,� � I 11 , I I I I - - , � I , I , - , � . , "" , N , , , � I , ) I I � , I < " � I I I _.., 111. " ", I I � I- "I' .11 1_� 111.1-i 11 ­� I- 1� 1_11� ,..- .- �� �, I 'Ili, z , � . I � , , � � I I I � I I � I I I I I I , � I I , I I I , , � � , �__ I I I , I � I I , I. � � I � � I � �, i I I I "ON CL .. ... ,,,f,;jl,"),f")f 1�`��",f I . , , C.',',',',',',) , "/, """, �,,,,,,,,"f,", .. . � f" " �' , `l/ ",f./"f,1, Zf , , C', "'(""", ,,,::,x1'),, f/ . . . .... .. �,�l "I'll" , "'f"I","'I� — ., / , �', , " " ^�', "'>,/ ­fl`� .w , " �, �"/�,,,, "/ ", �� . .. . ("f", "' ,f", , ...... , , .. . ff�,� ,111MI", . .. ... ( .... f�l � � , , � � , ", ",/, I'll, �_ '­", . .. /­­/� , , , , ,", "", N`(//11111/1111 ""z"O ,,,­,,�, .. ..... " f", . .. //x ,,,, fo.,,f', � ""( . ...... � , , ,f,f,l,l) / /_ / ­,,', P/1111 IIIII.I.// ""',�,"', ,", "f,�,�) "', ""' " 'fl) f"',/ . . .. .. ("), fl:`1"_'_ ,f " f, f _11� ,,,,�,,X','�,, "'e" , � I If"'I"'(1,I) Ilf"I'll"((I � I I , � , 'I" ", ,�, I , - - , - - � CC ,(", , , , , 11 I I 11 _j , I , / � I , , , � 11 X, I � �, , , , , �� : "'::"' :f"""', � � �� I, I I I ­ �,x - 11 ,,, .11 � .�:, - I 11 �_' , I ­1 � I '­,l' 1-11 ­­ 1'­J "I, , I 11 � 0 1 "I � I" , I I � /' '' , ­1 -_ 11.1 ­ — — II is 0 m It 4) CL 0 sm C. Al 4J CL t iw umullulllJ I. . . . . ... . . ..... .... IV xf I luouloulouiJ a10)11111111%11 . .... .. ..... 6� . ME . .. ..... UU, ggh 10, . .. . . . ... . ... .... ..... ..... .... . . ....... . Ila jjjt� , VZ`. . . . ..... d' i I '011ol .... . ........ "', > jr,luu '> > 0, Nuo) o .. ... . .. .. .. . . ........ IVY P....... . . C. . .. . .. . q "a .... . ........ .. .. . ....... 0 CIO C 11 1111111111 I I I I ii,iii'llillillill'ill�ilillillillillil�illillillI 1111, III I III III I I I I IIIIIIIIIIIIIIIIIIIIIillillillillillillilliillillillillilI 0 o"m 4-0 m v = .. W, 'A ""","", ,,,", � ,,, . ....... ! ,���"", ',','�' I r ", ...... �,,,,") ..... . ... ( .... . . � ,1,1�11, � ("', ,�,',,, , """, ,�' � ... ... I ...... I .. . .. ", I ­,�, � ,,,11�11 ... ( �111'1111, ",_,; ,,11)", . . .. .. ,,'q .. . .. ,,, 1`1111�11, 111111T�111, '_ .. . .. . ............ . . .. .. "', .. .. . . . . .... ... �., � ", -, ...... . .. ........ ...... . ..... 11"I" womm 11111j, , "�",� " I 1� .... ) ,r, ! ,,,, ,� � � " .... "'Ir . .. ��, "I'll" llll��,11 . ... I i"I'll " 1� ...... 11 I . . . 1", 111111W, i � , ".", ") I I ') ""d, - (:'.',','S"�� "'I", . ...... "�', ",oll . � � .. . ... �' "f ,,,,,� � . ... � ) , I `� )-, �'­ "".� I , " ""'I" "" , "I . ... . /I � ,d! ','�,�� . IW � . . .......... I 11111) � , Cr " III) ` ,11�111, " '111 ."', I ,,,,7", I C) ""I, "',"` I "I'll' � 1�11'1',' I ... ... ) � ,,"1�1111,, � I . � �, , ( , c""31" .. , , . . � I ,"If", I ... " .. . I . .... ...... .. l I I ,"', I " ... / I 14 � `,, 11,1�, I .... ) III 111111�, ,,, � ,11 I,,, f . . ... . . � ,� � I � ',""� .. 3 � 11�11 .... . 111101111 � . .. .. . . . , "I"'I", ", "'Il ... �, 'I"', ... , e""",', , r, ( : � � �""`,"',� . ..... � '111,,,,� � "', "111"', "",", 1111,11, /111��11, "I" . .. ... Y"', ,, I I 'l-, � io.-,� I I "" " ,, I 4 116 � , _7`� , ��, I", , � ,a -11 ,I ,�,,, A 11"', , � " , ." I , "'I" " , I "I'll 4 '111, � I I 1 110 I '; 6 " I I'll, � , : "", , , ,,,,� � �1111), 11) � I ,� .... , "I'll l � 11) � NIII ­,I� ") I 11,111 � "IJ � ""', � I "I"," I � 11�11'4 IIII, 'l-, � ',� I �': ,� , ,,,,,, .... .. 1'� ... ... ... . , 4 , � 4, , , 1, ,�� i:", � � I i I I (,,,� ,, ,7 ( "'I" 11 11111, " . . ..... � " >_ t 4) CL 0 &W ,0,60 ""I", 1,11 "O �,�, 1� ,­I,I, J­,,' ,, ,, , , l � , ".., �,,,,,� 11 .... ... ." ... I . . .... I �,,, ,W .4-­, 1� �l', "; 14 )�.',"'"...... . . . . �11[ 11 ....... . 11 , "') ,�­"; I'll 11 ,,� IA 1,'""" " "" ; "" , If , , , " " ', ", "i �.111,11 4 ...... ; ��� � ­, ­` �Z_�,�_ `� (""'�') �__ 1,,­f , , �,, ,:1. , , J I I C � l 1�1111 11 '­�` '11111� I � I I., -1, 1, �'' =,, a, , ,,,/�",, `� ,.."f 1�1,� � � �,, I- 1,� "I I'l-1. Ill,'. -4-", ( . .. . ... � ,� , 1,111, , ., �, , ". C, " 1) 4­,I, �") ", ,, 1_11) �,", ""'." � "�",141I "Ill, C,�, I ��­ " , , I ( �1111111 J '11.1, �"", 1,"I., I\ , "ll-, , '11, , �._, , I _� ... I'll, ­. 11 '.. '11111", 11� ��,__I , I 1 "I , 11"I" - '�'I. � , ', " I " .111-1 : 11 ,A"", "" , ",'� , . .... .. "I'll" � IIIIII � ....... ZL; ­` �, .� ,,,, ", 11-11 f"11-11 I " 1� ,- �` �'� 1.� .11. ,,,� ..... �, ,,,,�' ,+­­ , ,,,.,,,,� . .. .... ... 11 11,,1,111- 0 f i'­J I , ,� "W I" 4 - ... /) 11""' I ,".1V il-111 ,, 1,1,,I� 2 .... . I,/ '11, I'll, ,,, """) I �1111111� Ili,/ "I , I 1, I 11,�, � ... . (",� "I . . ......... "If (11­d �,,,1111 ,j1­1 �_,� +_, 4l �,_ . ..... `­­ '­­: f".111 ,� ... � I _� _­ l_,� , I , � I I 11 I I I � I I I I 1, � l," ",_( , I " �1, � ,,,, I'll I"I 11 11 .11 1- "- I I I I 1:111, + ,,� I "I 1�1 I ,� � I 1,11,1�, "J", ""I" 4W 1 4,11 _,�, 1�11,1' ,,,,,� "," "I'll �,I' 11�1111' ""� "A ... � �: , , "', ,f l '1111) ,_, "', "I .... .. �,. :, , , ­,"', - (11.1 ­,11"., 16. ­, �1­111­ "I � I I-JI-I ,­��­ ,1­11­ 61-11'. 1". ,11 1- . - ­11-, I -I'', , �, � �1, � ") I l , ,,, , .1 11 � � 11 I'd , " �/) %/'I "," 1 � ,, � 1) ... � � . . . .... ... ) ��'d �,, " I ­1 I" ", " ! �1111 IIIIIII 11", C"I", . . . . .. ?-, , �) ,,,� � ? -, ('111111, 1�11111, '1111 11,1 1"��, . .......✓. I "l ,,_,� '111111) I � 11,) �11111�1' �" """'."� ,", 1111�1 111,11, "Ild �.d ,� . ..... � ,� , , 11.1.11" ci'_­ ""' �"""'L.11 ­ ­1 L.,,, ..".., f .."'I", , 1.1111, ,,:"'_ "= ... . . . . ­,,�., 1,111, 1'1��'111­1 �­, 11�.,".. ... '­­ �,'�'Ij,_, �.'­ , l"..1- �,,­, /' l."111111 �, 1". ,.,I, � . ... '.10. � CL .. . �... ( '� . ..... .. .. �`" I—- � ,� . . ... `1111.1 I ,'11�11,. 1"1"" 11,-, I . ... I "", 1,111"ll l,,�,,�, 11o'�` L lill.- I �1111'111 1- i I , I l I 1,11 "111 "..", 11-, I ­ 1­11 I -1, �1111111' ��_ 1'n I'll, 41. 11-11 " ... "I ... ... .. .... . ��!., ... .. .. ... �,_ ,- CL., a", , I Z 1­1 ,­ ... � ,­O.­: I_ """'a- I".111111,, C . ..... � :-6., IIJ ...... . 2" .,rye111111 ,,, .... .. . � `11­ 1111�1� ,�, ....... . d l,­- 1�1­1, � . .... .... . 111­1� ­­ 4 ........ ,I 1,,,,,� - 4 ...... .. � I 1"­ l.".1 ,�� ... � �:111 - ........ .. j 4­11 ­­� , ,1� , ,, A . .... .. 1.1- '4 . .... ..... (, ✓4 , `11 11,­. ��t­d I - l-, 14.,_/ 1111-11 A.1- 41.1­1 . ,1�11111 11".1, .. ..... . . . �, I ­1 I 6- I-d ­111 �1111.11 4- �1­1 11'.. .�. ... ,,� 1­1 �­­, �4 .. ...... � : 1­1 1-11 ,,�,,� "","rc ­_ 11-1,11 +-, ,Z�, 4_1111� �1­ I.,", , 4,_� IiIIIIIII Ill ,�P.A ll­`� �__� ,�.,,� 4�11­k I ...... ... �+­J �,"[ .. .. .. .. t 14IIIIIIIJ Ii-IJ 11411111"i ,Il_'� , ! ,,_ 11­1111 � 1­1111 "I- l ", ... �, �Z� "I..", "I'll", ­111" 11.11, 1�1­, ­. 1.1111, - I-I'l I �­, ,­ ....•. 1­., I',,"" ;,"­ 11"h . . .... �e11_ ­. 1,,, 11,1­ 4,111. 1-1, 111-11 6­ 11 "I'd """", 11 ic,,, - � ­, I- 1� i! "I , .. . . O 11"- ,; - 3 1111�� i"ll i ,,,,,,, ir��,,­ I I,D 1, �� , 1�7­ 1, > , � , ���' '', �,11� � 1'1'1�',"�' ���` , �, �,�" " , IN I '�",'I` ""I � � - I �­',, (1,11, 1��1111) �, "I'll" Ill 117 �­ � ­111; - ",, " "I'll) I'l :,�* 1111:� �� .. ... . . . .. .. . .. � ji�­', , �� 111,:1), � ......... 11.11, , 11211111 ,,,,, I'll, ­eIf , ,­1111 1� .... 1, l " -11 IIj , , � , �� t_ ��> ­1­1 ",") ,�111, � 1�11,i , , ,,,�'­" �:,��l, ­11" ­,­' ,"'� . ... ... i,,����,,," 1111l"11111111 2 ­ . . ... . ­� (11,11,111, 11"') Ill � ...... ,, . ... , ���",�,, - . ,0: 'I., le I .. . 11) ," 1`111 � �"' �- ,,,wJ � ",", 1�11.� ,� , .:11 1111111111� '11111) !,'." 't�1�1�1�11 "" , 11 , ':,� 5 (,",,',"� , - ` �,! "I'll �- I., ,­� ... � ­11� "Ill., ,,,,,,,, -III �­ "I'll ­ �� " "I" z , ., -.11 :7 "", ­11 "Ill,() ­.) ­1, ­.', I � IIIIJ 11 �; III] , ­� , �"" I "I . . .. ... ��1111 """,11-11, . ... �Wl ) ���,,,,,,,�,�, O C (") 1� ""' � :�. . . . .. . I �, I i ,, �`�",' ,"', ­,11 N�,,,,k 0 I-W 111.) 1111�' '1­1) � 11�1!11,1,1111 jj�­,,­ 11�1111111 I it ­.1 1111i"11­1 ell�1111111 'll ,l 11 I t, �� , �iiz� ,1111 Ill >•, , 7`1 �"�7,��, ";j, 1�1: 2E '11 �E > �> il 'Ol 4,4 *am 116 -'r ,� ,_ m � "I'd C:�,. .., ID "", I 11� l2: �17 ,,, , 1111,11 � ,,,,,,� 71'� , '�,,, 11 ', " "I'll) � , -1, 1� , I ­ ") ,li", I'll., ­11-1111 '�111111 ', ,; lz�� 161�1. " ��11­1111 -11, 11 ","," 11�11' ,11 ," I i I , 1. "', I 16]­ - I _� I 1 1 .111, ,1�1111­11 1,,11' 1 , �,,, Ill ,•, " ,,,­" , 11-10 . I ✓I'll, ' ) ,`�k 11� 111. _r 'I.","" � : 11" 11 "I"If 11C.., . �, Z' �2,'�,,,� Ill"".." �7D , "'.1 .I,,- ­1'1,11­1�1 �, �,,I' , l: "'A. 4C­11� 11111711wv '111,,� " ',,,,� "' 121, 11 ,"',,v `1�1' ( "I �"'/ ,, � , o, .. .. .. P . . . ... � ... . ... ... �� I'I�Iil ... ) -2: "�,�f� . ..... ,l, I ...... 1� I �,�, ,� ., I ­'­r, 11,1�11 , 11,111� _11, 1,1,� ��; ti, 101" l 1, i9: I ilz��1111. If,_ 11 l.111.1111 11111,1- ­­ �111­,� ,I�Z_, ,� " ,...., ­ " ­11-1 ­111111�`111, 1.91,111,1, .111­111111111 1�1�0 111,­, 1111,11, 1 17", ­71­11� M1111-11" ­1111­1� ­,­, ­13 "I'll, l f."', �1,111 -,r,,, "I ) ` I,d ,j _I` ",1110 I., ,� I � Z,�,,�"I � � I , , ) 1. 1,1111 )-) �:11 � A ... ) , "'d I I I" . ­1` ,�,, 1,11 11�1�1` -, 1�1,1` "',),� _1 Mom m 41111", ,, 1� . ...... ," I `­` "": 4-IlIg .1 ,� � il", , �111_11' I . )� ��� , I W 41.1,mi � .. . � O , , , � I ", 4_.� IIII, I ", 41,1,,,,j +,w "I'll, , 11� .� � 11�1 ''I'll" 4_,.� ­11� "I 1­1� . ..... , � "I 4,1­11 � 11�111111 ''I'll 1�11.1 � 11�­, , ,_', ,I � , "' ,,, +­­, , ... ..... I" 1�11' 4- 1­1 � ... ,� +­ , ,­ � �11 _1111�, I "'.� 1141­11� , "��,� V +_ (I'M l .i._,� � 1:11 , "� "Ill ,+� ... 1, 41.1,Md +,,­� "I'll-,, +­,� A .......... � ,,�,,1111110 �_a 4 ...... . ... � 4� ... .... � "t,;, 4­d ,�,,,_� 4__� I ...... ,� I , I 11,, ,1111111� ,_� ­: . III I�,q��Ii I , , I ,� � '7","( � ""ll � z , -, ,� I , "' `� I ,� .. ....... j, I , 7: 11 ", "I,( f I'll � 1,11, �, I .. �, I ,.z, 11,11111 11 I'll " " i " I.- 111� ... ... ,­, �11­1 III— '11,­ �­­ 11.111 �111111 1��­, .1. , ",­ � 11 .. . . ... . 1111,11,11, L ......... .... ! . "� I � I �- L­1 , �11111 . ­­ "I ........ A,,- 11-1- , 1­­ ..,, #am u � ,"', = - i� ,� �'., .", ,,�_4. (", ,,�,,�, ���,11�11 ­1 ll­�Ll �", ":) 6"A", C', I'll, �1­11_ "I'll", ,��,, �1, :,� ,., �� ,I Z"'4". , .1,11 1, , , " I'll, ,,,,111�1�11�1,, ,,, , ., ". , , ;."',­ �, 1� "I' "�"" ­­L, ` 1�11� -, , I—- ,,,,�,,� ,", �:�'­2­ �� I ""') :',,','�),.� �,11, "':�,,, � ",',""If i 1"�,].,. ,­, ) . I'll': ,, `1­1 I �,,,"ID " ... �� 1� . ... . �, - 2 ?1111111 Al-," , i , ,11� �•, , I ,� , , , , � � ��� ,"') (", ( """, i�" ) 1! ...... . "I'll") '11,,,�,,�� I "".", ( _1 ,, 1� ,-1, "I'll 1­�• \ ...... . "') . ..... ��, � " . . ..... d ", 11,�� '1114, �, I "I �� � , C_ .. . . . � ­ � ","," " � 11-1 ,­,4, � "': Z,"-, C = I 1� " z"i (�",) , . . ........ ,,,,,, �! !"�, ", 1: 6m,m, I !, .. . . "I 1- �`�`I`l , "I', ........ 11 k-111 C"111) , �,,,,) , `,,,. ,,1,11,11,� f '­ � 1-1, 1111�1 111, ,­1 111111�� I 11,1,11) , - 0 , J 111111.1 c���,� 11111 ��, 1, �.... �".) � L_ '114, d �1111`o I I- ,, 'I.,, I ��,,��� I ,11-1 111", '11,11111 '11_,� 1111111, 1,� .. . ) i,�,� ', 1'1_� 1111111� I �,',� � 1�11_11 , '1'1�1"� ", "I",") �_. �`�111 IIIJ �,",�, , A",,,,, I'll, .. . . I'll ... 1� 111."), , - e"", 11,,,)11� 111,.'� . ... �­I�L , �� ., 11 ... ..", I 11-11"., I- I 1­�­, I 111611, 1-1- - "".- 1� '.... 111.1,11. �.,., 1- 1­1 ­­ 1�1 I. ""., �111­11 ­ ­1 1�,,11,". �.. , ", . ) A", "11111", , .. .. .. , ....... ( ,,, O 0 ,`�'I' 1) i, 11�111 , 1-11, : , "I", �",,�) "I'd '.01 ") "ID1111,� . ... .. � ,.'), (,,� � �11_1� ��,,,;, ( �� ( ( l I 11 1,,.,�, op-m ,a "Z d""', . . ... ,�,�­. ,,,,,,,,,, r.w, "."." _j IZ -11 """'.", "'."', "', I .. ... . .. . ... . . ........ .�. a ... ,; � "' - .. . ...... I-., 11 r"', . . ...... 1. ,�1111111, -, I- "I r­ 11- .... ... I .. .. .. .." � "'," l"_, '­, ,_, '­ �11­ ... ­­, - ,..� .. . ... I'll �,�, ... ..... .. . ....... . '11111: , IIIIII 'Im," ,", ,",:di' ....,.,� ,­ ­_­ , I _ �0.­ �,_ ""':­ 5.:,� "ZI11" "I",- :.::"­: l:­, :­1 ::11, 1,­­ ­�", 1:­­ 1,­, 0 E m z 11I � , 1 4 ,,� ,,, 11, �, -" 11 ,,&�/ l," 1I " .�I,� `, ,,., ,,' ,,� i ' 01, ) �l f1:"� �, �, �"[1 �,L Z11,1 6,:,, I I i /,1'" �11Ir''II"1 11 vrnI 1`�> . > �',l �:% �.1 , � 1'.. >11 1 , ��:> (11� �` ) ") "I, , I '" ll, N. I" ,," ­1 "�I, ." ") > ,, " , I�> '1� >�> ) ,L ,f 1 ll�, >>>�, 11� 0 > """ 4",#ww W ,.� 141) r 1 O ,l,f` ., �11>,>"�,>,), �>I, �m ,��, >I ��..(A ( �! �) D ) ,n j ,,O I) I� "D: ,!I,11,i c1­' w.. II, `I ' . L-, 11, 11, ,( �.... �, - I ," II-_ , ") ,,, ! 1­� -11 , ) - ,,,,, I ­111 ,­. " ", �,­ i mnox 1� ".. ,,1 - ­ ­ ­,, . ... ,1­1 _ ­ � ., ­-1 . _ III ­ - "-."', 1111- `I'��­ 1 ('1�� ,, , Id, ,- ��I, �­' ", _ "111 , ", 111/ ," �,w/ " r.. ,"', "' .I'l , �1 1 � .6.�I" �!III1 )I. ( ,11,1."�Im,1­1�.,,.,I,11a ,, "I 1,.11� 11 I 111" " I,1'l W 1 xi� ­� M,M�­ Z ­­­ If , - _-I' 19i�, 1 ­1­ ­��r,f - 111 ­­_. ­1111 ­,­1.1111, ­, � 41 'l Il" AII� ,1.1-1�M�M­ 11I 11"I� �_L _ -1- �, �A� 411 ` ," ­ e� Z ," .., ,Z,' z" X' ,f 1e�: m,1.,-1 ,""',j" "I _'1­I ,,,,4�'0M11,M1.1­,,, i1 -J-1 �11I� ,1,4 : � ,'., I L.:,.J �1ll, L.1,,& ,1" ,­dll­ I I � _ ,i '11� 14 "', ,,,,,, I ­­l ­,. .... I..l..I �11 .,. 111 11111� ,,�_J ­­ �, _,_ .1... 11111,1. � ,.J1 ­_11. ,"11.j �1�1.11 ,"� �. ­11,1 ,,i_d' I-�1i�- , M�M�M­­_1 ­-.-­­­­ 11`111-- ""..... ...-, ... 1�11.11I�..111111� 1� 11", � ­�)',,,",�.. ��,1L .,,L.".l 1"t-�....� "'Ill �1111L.11 ...(..� ""t 11Jr11 ,,,4 ­`,11� 1.LI111 A � � 1...""""'" """', , L, .. ... .... � ...... .. , 1110 i.14"'i I �1`111 " �, I I ,11,� � 1� ..... 1, ,J ,� ',�, , ,� 1,6') / � 1,1,1, I , I." � ,111, Il � 1� ��'� .. ... . .... )� ,,�I­ �D ; -, 1­11 � ­1111, "'4,", ,1�11, I � 1,41.o I ,,�����, �.111 I I IIIIIIII � i ID , "', I ,11� '�,�,,) '11116111 I ("I", I 11�111 L. � � ... . .. i � �,"�111 I , � , ,� l ',�! ... 1, � "I',"", , r", 1,,A,�d 1114 '11, . �'..', I ........ . . If 11 I 'Il,, ,,�,,,d I 111-111 `�A'.� ��.� ... ... . , .... ,, I 111�`-111 11,111�11) 11�"' ", ,,,,�",`,',', ,­("`� ... .... ,,, :': �,�,, . "I' �. '� ,,­, I &1.11 � � ... .. 1, , , .�11-111, " ­� ��, ,, ,� . ..... ,of �',,_ All., "! l,j,"�', - � '"N :11.1111 � . ..... 110 ­,", - " ,,� .. . � � e", , ","A-1 f (", �,,, � �1111 ..... .... ­1.1� , I , I ") '12 , � ,11111 11,611 . .. � ,,,��-,�, L . .. � , I , -, I , "I-,, � �� ,,, ,� � " I 11111) ',A,� I'll , " ,�` (111111,� .... I" � ...... � 1�,��,11 �,,�,j' D . ....... "I ",") ,� L ') � �,� .......... ��Z' " �� ) .1� I'� """ I �11�, I .... .. "'d 'I- � ... : `� 1`1­11, ,­,­11f , ­1111, �,� I 11� Z" , (jl� ) "I All , ,,, ,.", ,! �11 11 ,,1111W ,11�1,d i "I'll", I ,4") ��,,�,, , ^' "4 , 'A' I ,�, �1,1 �l -, ii ) 1­1 , ",", " 1111; , ,� ", �,�, �� 1 "", "'11, , ,,I',, � I � IIIII/ ,,W " .D �•,, 1 "4 .. . . ... ") ... 11 ,,,,,, 4" �,,l, ", " � ,, �,J,'11' �,L ,_"") I , �,,�,�'r" ,:) ,.�,."'�, ... ... .... I" '_ .. ..... [, "', I ,11�111, 1• '1l, , �`,, f , ,�,,�', , "l � "., j, , , � .. .. �`) �,,(` ", �", . ...... . . � I ir ,J � ...... . 4 j 1,1 I - i .111, I L.� ..... . � ", ... ... J� � .. ... . ... .. . � ...... �,,W � , ,"� , ) ,� . ..... , I .11" I , I � , ,� !�� , I 1-11 ( ll i" , , <' i� � � , � ... .. .. .. ... . . . 1­0, �,� � -I, , ,� �,' ,) ,l 1111111`11�1, ,�111 ll�1111�111) , , . . . ..... .. � ... ..... �,[ I , , , , "I'll 1�,,,.I, ­ ,�11.11' ,.'.�' "Ill' . .... D ..) .. ... . . _,,o , 1-11, " .:--1 , . .... . ) � `111­11110 l l I i!�� l`11�1111) 11,­, �,, �1� I ,,�",,� I 1�1"I, '-, 1�1 , " ", , " "I,,, , "I,, I ; [ I I" ,"I" "I �, � � � , ,_',`,`�) ,� . ... , � ,� , 111111111�' '1,4 ...... I '4"", ""L", 1, , ", ..... I 6") ""' d"") k 11 , "I'll � � ',�, � i ,� ", �� �1'1�` �,,­� � "i'll ""� ,� ,­, 'j_� 1111111�1,,. f, ­11- I ,,,­,,, , I ,"," ­,�� "I'll", �`_"11 I "_', 111�1­114 1,1,11,1­1 � 1111111.1.111 � � � ,_, �111111111114 ­­ il­­ 11�1111' � I IIIIIIIIIIIIJ, 111,1111111 ­ � � ,,, I ,,�,," .." ........ ... ",',""I'll", I � . ...... - ",,"'I" .,",.J ....", '111111111111 ","'I'll, I I � . .. ..... �, p­­", I I �� f � �1111111 " 11�1,1 . ...... ... .. 6 ,111111111.1 I 1 . .............. I 1, "') ­.­11 1"111111111 I r, ...... .. .. I ",� "I ­1­1"1 I - I ,�­ ... ... I � I � � .... ... � ­11.`J 1­ ) ­11-1, 1_1.,` ,"�1�1.1114' ­,­_ _­ '11`111�11111' �,,­A .- 111,11", '111111111'� ............ �,, 11,111�111�11�, i,I,.­I I 11-11) 1111.111d 111111­111 ,­ . ..... ... I I "," �111111111111114�� ­,�� I1, , 1-1.11- I ,111" '­­, ) �'.­ , -"I", ,"I,I­ I I I ill""," " �1,11111, , 1111-1,. � 11_.. " I `11�11111 I , i ,111111111111� 111.1111116 4 ,,,",,1111" ­­ 1-111.1, 111­1­,� "­­, ­­ .."': :""",....... "I ... "I ... "I ... 11 ,,,,,,11111 ­1­11 ­­, ",',""I'll", ­�­111 1.11111- j 11 I "I I I �1, 11 I ", I I 11"'111111111 111 ..... ... . .... 111­1111�11 11,11,11,11111, 1.1111111� ',,"I'll �_ ,I 11 11�111.�11 -1 - 1. ­,,, ,­ .... . .. � ­1 Iwo 11- 11.111� I � II I , I I , ,, , , I j , , I , , " I �,�_li , I " , � ) , I I � ,,­ 11�,,­� 1�,,,I� �� .... '11,,,,,�� �11­1111/ 1"', f lk.�., L"I ....... I L,,,_� t,,,,,.,� ;IIIJL� .... . . . . . k"14 _,,,,�J, �_ . .. ,.� � .... li"": _L� ... �, �, "". �� I 11�,L',�, �­L,4� 1,11l­� L1.1111111i 11 ...... ��, ...... � ; ........ . ... . 6� 1 � ,.J_,j 1,��,_� �:,111..J[ _', "_ ,,,,,,, .. . �, 1,,1111; 'll , , , � � , � I I ; i � I "I'll') "'," Nl,,,�` L.;,.! .,� ... .... � L,J,,,'� LL� L.Lal _� ... .� 1,11-10"Id � ... .. �.., 1,.,�,� . .. �� � .... . .. .... � ... ,.�,,� I .... ,41 . . . ... 6 1,A,.". �,�,4,-q (i , 'A� . ... J, .. . 11 .... .. I 41,11 j, .1411, i,,L. Cl�,, :1,. , :',,'I_ 11'�')_, �, � , i� ,_, ." ' , ,� ,,,,,. l �11 1,111A,11 1�11, - ?.", .. . . "'., �'1�11, ...... �,24`. ", �,�,11�1111 ., 1� : ­�111 ,� 1�111 . . .. .. . CII�1111111 .. ... . �I­L.11 ,,,L1,111 I- ... � I ". a. Ini.." 21'" C,��.,,,, l.2,1,1 11 ,,,,��,, ,,,A,,�, �,­­ ""', �n., , ... . . . �­, ­ . ... 1­ 1­&,,, """" CL *am � ", ...... ""I , � "I'll '­' `11.1,� ��,,e I i� ....... .. . ", `1�1­) ,,1,1`11 � I 1'11�1111,1,1 "1�1111` ,/`) ,,,��) 1, 11,,, ... . ... � �,,, . ....... . .. l��� �1111111101 1� � . ... . . . , "o, I IIIIIIII �' I � �,1�111`1 )'.1 "Id, � " I ("I .. .. �, �1111�111, i j, "."'11111, `­0 ,,� ... . . . ... . 111111�"111 � I �,v -, I �` �, , l , �,?'� j��­`l . , I` ,/ " . . . . . . .. ... . � , '111,� " ( f"l I ..... . � 11 ...... I "" "" ,� � I / ... ....... "I � "', I . . . ....... .. �,, � 1111, "I'll I " " (' "' � � � ,�, 1�1 ""' (, " ',`�111` I " ,,ON� I I �, , ���, I `11,11,11, � 1`111 I'd ) I 1,,`11, I I �,,�l, 111, I , 11�111`1, " �,,j 11,", � I "', 1111", I I .. . ... � , '11, ,,,`�, ill", - 11" ..... . . 1, I ","' �1,1111, � 11� ) 'I'd 11 �,, "', 11 , i� .... . . 11 ... . .. �, �,,O,') �.11 ... ... Y) , 11 ...... � , � /`i ... ',,�,, � , .. . �,,� . ... � ; ,�111111�11, ,,,,,"�,,��",,, ,',, ..... . �, �, � ,,�,,', .. . ) I ,`111�1 �11111., (11,111,11" (111,11, I ......... � .. ..... 11 � ) I , "[ il`�1,11`, I �,,,,,,,,I: � '�'�,�, �,,,,, ' N ... " ') I ,.-"" ­"') l"It" 1, 111�11­` ?"I'l , ,,,,&,'�, ,, .. . ", �,,,," 1­1"', 1), .'­�, '.'v, " ...... 111) - I " " ...... I - ` 'e" -.11 e,�,. -,., `,,1111 -, - '11.1"', �::�:,�, C,', 1.111611", "',"', _� =� �11,01 �N, .... O zl�_ � �,,�,,�,,,��i' ,,,,,d� .. . � W '.1111) ,� 1,,,,,) "I',', ... . . . . d "I", .. . .... ... �) , '1,1,1�, "",. "111,011/, "I'll", 1­,�' .. . ,,:" " "% . .... . .. . . � , ... . .. ;_ 11­611�� . :::,�,, ���,I, I , � . ... .. 4., I -I" �­� 11 �,'L'I 11,1­11 1.6- Z .Aw- ,� .. . . ".". �',,Itl'�,��' j ����� I,- "I 0) .W I �,,,L. n_, f I 1,1.� �.", i��, ..." " , ���, �_ jl'�,'�1111,,�, � �,!;,, ... . C"I'L., " .I( I ��".. : �11",I'L., � '�I. ,��',", . ,,,,� C','�)_ ,."I" �:I,. I I ll,�"'., I C� ... ... ... " , , ,,, I'll, ­4� ���.,, 111L I ("', ,,, ,�!, "� ... , , - , , , 1�1, '1�11111, � 11 � 111.� ,."", ­k_ ,`,"L. �, ". ,,IA ,,, 1'. I", ­ "", i, I.. �`� . j�1111411111 ��'I.. 1�') ....... C�,L �,` . � ""' ,­,�- ­ll- ",46", "", I CU � ... . ..... , 11111,,11 � . . . ........... -1"0 ­­­ �,,, ­ 11,,,7, j­ I il,... ­11 1111-1111 I i . . ............ . "I l___ 11 ... . ,", I j . . . ......... � "I".." J., ... . .... �, .... 1 11�1,,," IIIIIII, I - I i­ .... ... � ....... . - � ...... ..... ... � I � � I I , I jl�,,,,,� -11, ,,,,� . ..... 11.­ �, � j _,., , ._., ',­­ ll-.. ... __ i"111111111 ,11.11� - I-- �,,._� �_..' I iIIIIIIIIIII I I � I I I I 400 "I, l I � l .. ......... ,, -,,,,of �l", ,� ......... ... � ,1111111�1) oz�_, ""',­', i ,­,., 1­1"11P, l ", ......... . Ii " ,,,,-- � IlZI,", . ..... . . ... . 1­11) I 11 Z , 71 , ­wrw 11,1,,1,11 . . ....... . . ...... � 11'1�`�­` 11�11�1­lo ��� 16Z `�.1111 .,,dl 1­1111 " ,,,,,,, ,L. ­1111111), ,�"'I_ ,11111�"lj[, I'l ,1�111111�1111 ­." , ,­111 lo:" ­` 1, �,,,,O, z 11 ,, :) Z 1.11.1 , , "I 1-111,111 ..... . ..... )lv Il """' f ,11111111d, 1�1�11,1�1111 l ,111.10, ",",, , ... .... ;,[I" , io:�11_ "­� �1.111111) ­1,7 , l", ,� �1,11111 , 4. ,".,111, 19�,,, -, - , ,�,,`Iol, �,,,, �,111 11 11�1 , , ­,,", 1-111,111, � .... . .. f" ,�:�,. ll�� �'," 1� ,;z �io" 'o" ll�'�',, iz�,11.11 �iz ,� , ,.1 " , � z 'I', ...... I" ..... .... . l ,,, �14 ,,�, d4o ­, "�,,� .. .... � .... �,�,�,�,�, �111111111111, .. . . -, ... . .. � ..... .. � ,:Ir � ..", ­­, � �, 1� "" "' '� "I, �r ,� 1-1, "I. ........ . , 111­11,� I ... . . . ....... , "�,,,�O' 'o . . . . ...... � 1, '11111111, I ­,") �� , ,, ". /,", `­') . . . ........ ,­11111, 11 , I . . ..... .. "'."t I ...... .. . . ��,,.`, ( . .. ... .. . . .. .. . . .. Ill �11111, ' I `1`1�11111) 11 ,I .. ....... "I'l-," �,,"`11 I 1,"", � . ...... .. . � 'I"'.) 111�11� �%) l .. ....... ..... `�,,,I) 11­1�111 , �,��,,,11 " , 11'1.1�1�11, " "I',""," `1� .... I't 1111.1111" I ... ....... .. ', `41��," 11111�1.1; '1111111", , 1,11,11-11) ,,,,,,) , ,,'',''.1 -1.) ­_11` � ........... . '11.11.) "" ," ­'1`1'1,11� �' .", _� .111111F ,111111" 1­11,111, cIll-, , ,111 ,,�1111 ,11�11, ,111­ "."', 11111111�111, ".., "`11111 �� .... ..... I'll f, ........ ,, '11111111111, .. .... .. . �, I . .. ... . . . �� .. . ), i� I i"..") ,,,,,,,,,,,, ,111111111� ".111. I ` ,, �1.1, , , ) �"' , I , ) � f ,,,.) l,,,., ", l ,,�,' - '11111111,0' '111111111" '1111,�,�� '11� .... .. d #qllllllllll� I u 1 11-71 I , c=,, 7 2 iii�­,, C'.>_ Z1,71 4� l Ill -11 Ill . .. 1, Qii l 4, , "'. I'l o"15 vi�!"m 11'.�Ei l , , Z 111- '> l > IZ.,11.11I ii�!­, , jjj�� ............ p, ,,l . .... . ..... .. ,Ilr-- , "�u ir��, 11[jl��i�,, .... . ���,, 'c .. . . ..... , vIIII I ,,�� , ,�,,, it,� " l �,,,, �ia , �151 - , � P­I,,V ,Z!_ 111 I " "" � ,,� �Iil��,,`­ ��,�,­ 1-11 - ilii!11111� Ill Ili! ­11� ::i:�,,li�� 12 ji jj:�,,,,�, Ill 1, , Z > � ,,,, � �� 12- 12�1,1 QZZ_ l f2: _.. - "I ... .... .. . 'li '�_ Ill" C ), l,�: ,x, 'I"'o '1­11", r"I", I � 11, , ,,, .... . . "I I", . . .... � 11�1,� �,111,( "I',,,, �­­') " " ""', ; ,­�,, """4 ..... ,," o,o ,�,,i'l-111", V-11111T C ,4 : ... 1 � \4 I � . ...... kI. IIIII I "I',""" I I'' : ,,�,� !of ­� � ....... ,,, � I � ,� . .... . . . . , ,! 1� Ill , � .. . . �,,� �, . ..... , , 1111�11111,,, �,,�,�f "", � ,,,,", l �_ � i! Ii � I l I l", , "I co( � �­.'I, !") .. . . .... . .... 11", � 01,�,,, . . ........ � ��, I J I 1,�,I' 10 ,.TJ '1111"', ,", � , , .4 � ,,,,,,,� � .... � . .. .. . � li,11,11,11 I , I'll , , ­�,'..,, ".., l J­,4 ,,-, c�,�� �'. ,., ,,d I %� I ,,,�� '­"�,, "::D ,­.' 11 I . ....... . . .. .'", � ) i,'�'�'_I, 1� . . .. .... Ir ��,,,',�, l � I I If � 'Il .......... . � (11 ...... I, , I I � l,,�D � . ... � ,,,_,� `,, . .. ... 1, 1-111, D -, ,,_' 1.11.111, �,,­,�� -D C ��111") �1­111�10 ) :,,�Io (" D 1, ��". ���,,,,I' 111-­111 ! " ........ �, �".­' _ ­) � 'I' . .. . . ... .. ..... . . "I I'D CD il'-`�- C... . . . ... `� '_ (.111) � i ,� �� I 'dl !�­ � , I �":-) ,j ... 1�11, 111�111 111"', "I"I"') ,, , ... � �, '"'o,", 1�1 �1, 111� `111 4',� I,,­0- 111�,�,,,,�,, Ill Il ­t Ill 11� l 111�1­+­ I , , Wl 11, ,1, I i n l �,�, � � I 1, e I T � � � I , � , 1`11 � ,,�,, ,,,, I , � "'�l, " � I �� � , " , I 'I I. I : C"I"", """, ......... , , " ''Ill ,, ..... � I f , , 1 , � I "l , L.1") ,j .. . .... i ­& 111� t"If"', ��.,j .... .. � ,�!­' L ") 111111�"� ,,�.,�� ,.^ " 0 ".- �_ � . . .. . .... . .. . ),,1.1-1 i__-, �,""_, ��­,,,., I I � ,'� I .. . - iIIIIIIII If ................ _,. I I I ) I I �, 1� I ,�-- )",­,, ­,,,,,, . . .... " "', � t I - �­_ Iwo"- "..., 11 , I I ","', � ,"'.,,, 1 ,,,�,', `111�­`1111 1111�1�11�1�1�1� "I"..., 1,,,,,,, i .1­11`11 I.- ­', ,',"',"' ..I. � I �, ........... i f"111111111 �"""` ) I ,. 0 (� . . .... ..... � �,.) I � ! ""',­ i I � �,, "111) I (11, I ...... � ", , '11, �,,�,��, I 111d, �,I'l I 1,11� I 11 I .. .. .. t 'l � . .. �� i "), 11 ,101 i f", . ... . ... ") ill/"i �,,,` �` ( .. . /,� ( . .. ," . . ...... �,�O, , i .. ... .. � ..... .. e"', �,,") I " , ,1�111, �11,,,,, �,,,, � ,,,,, J I ... 10 �� � I .. .... I , / ... . ... � sh. I �d' 1: : 11, !,.,() i ) � ... . . . Ill ... ... I ,� ,,,,, " ,,,/'� � �", (""", .. .. ... . . � �.Ol ........ � i", 11 "Id 1� I �.,"� (1,1/') � I. .I"u, "d.1L�ll,11 ... 11-d 1,,0 1�� r t ,'"�1I'd bAI .,_� _LL ,� J -"_j "I � "I_� JL ,� �� I � � I ,.,,� � 11�1­,Ii f � 11�1.111.1­ I ­,��, ,­,", 1�1­111J ,,�,�,,', ..".J _J, ...,.�� _,..If, _,"o .. ... .. ... I � .. . ..... .. �� � I 00, , . �­,­, ­111111.1 __� ... ���,��� r � I , � _� ,�,,,,,IIIIJI ­li 1�11,1�,,J "`,"� - _4 __J .1.1.1.1 ...Jf .111­JI 1111.11111IJ 1�11��,,J , .""'14 "`­114 �1.1­14' �111�11�116 -IIIIIIIIIJ �1­111�11 1� ,,,1_4 .OW ,,,,IJ ,,,,�I,d ,,,,,,J ...,J _.j I .. . II-41: , . . .. ........ A, '_J ......... .. , � � � j i �111111.111J, 111111111.14� �11_f _� ....... _,� ..... . .. . � ,. ...... j .,.j ._."i . . . ...... I ..., ...,.� ,__j ....., ..... .1­11 11,11"',4 --l' `­11111114 1."J ",,"',,'f� _111111A �11111_1( ­11�111J "I'll 1%4 -I - - - __ - ..... �� .... . .. � - ,..... �_. � , . ..... �". .... _._ ... _.., "',_", _... ,_,., ,- _,,', �- _. __ _, ..... - .- , .. .. . . _,I, ,'_. ..... ....." - ""t ,� ... .." = I , I , ,�,,,,��,, ". ,�",�,,, ­', , _11P `-, , i ,::�,�P� ,:> ,`::A" `:�l, 11!�> ,:�:w ��,'��> ��:11:11 " ", ,;�- `�%,b •,> N, I> -J, 1. Cl, 11 �_ 4, I _> ;�:��" "', �,'�:'.,m -") `­,��. .. .... ­34 '��: 1 4m# C, C, < � 1� 1�, rz:� < 'o � 11,`� ,,> ,,�'I�lv ""'i I" ;,11,1, )P " le��, -c!�! <f ,,�ll ,;��w " "I"' ,- "', , ,- , i� I , ��"` 5 :5 ,.,11 > .11> I �% <, ,,i,'�: _> - I I , , 0) � � ­ "I .... 11'�`, ,w � ,;> 5 ,",p , �51 :"x `�,', ,��Iol -, x, _ .... ��,, - � I I ,I � � :� ,> 1, � ... ... �,,, " �> 3: ., �.J� :51, " ,� � "Ill �` ._ , 'z I `) , �", / 1"", I � .... o� .... . .. � ,,/') l� (/") � ,jill .. .... f �, I 11 ; , � il �,,"N i �, , �� " �11.1 (", .. . . .... � ,11(,� ), " , 11,0l", � "/"i ,,,, .. . ... f �,'V,,� I ,, "�', � � ... �111" � " ,11 "�i ;,I .. . . � 1,�"Il ",,,,', (,,,11� �dl,, � , �,,I, � .... . .. "'(11111, . ... III, I IN LW " . .. �",, , ) ,ol, ... ... i 11 I "'A � ,11111""il./,I) '','l 11 i,� .. . .... ... 1, I � �1, ,� .... . . . /'; .1� �,o .. ..... 'ZI. ­,"" ,.., . .. .. . , � . ............ �� 1� c c ....... , �, , 1111"�, ", !=: (""", �� . ......... . . f .. .... ) i 1� .... ....... . � 111��111�1�, , l'.1",... .... ... )��:" ( . .. ..... ­, � ��.O �,,� CIII� `11.111� " '�,,,,, I .... .. � ... w11�111� "I"I"") ',,� . . .. ��) "1111/, I"') � .. .... !�" ( . ... .. � , I ( �! , f�� ..... ... .... I " ,',,,� ­) ",") ....... "', (" � �',:', ,,,,,m) 111�,­.) "I,',,, ""..", ,,"��,, �� ... ) 11,,_� � ,,ll O i���) �:�D ,,,,� � . . ........ �, , "' '111 `�,.-' , , . . .... ���l l�� .. ........ �� ,� C) cz"" "I"'Id, �11�1111 11�11.­� 11, ,�­­� il Ii.­ 11�1 ji�,,,m �r 4 ,�,,,�,'j "­-o' 11"'...'t T 11­,� 11,1,11­1 ,,M,,,,I 1110m,m,� 1­­4, ,,-­.� i",,. 11�­­­4 l .. . .... ,� J..", (A 1 ­41 __i, . . .... .. ­,m,'I ,1�1,1 ..... lz,� ....... fl � ... ­"� 'i .. ...... �f 1�­--4 il 11! .. . .. . -­i � 11--4 ,­4 ,11,11­1 -��­­�I ­,"i � v­­i 4 � I I I � I I i I �, '11' 1.11-111 1,, 11, � ,�,,, I ­� M-4 I., ,,, : , 4 �� ", � � 11 11,1,,�'. I 11� I ,1�1111, i,,,� , , , , "" "4:', , �111 10-1) � "", I I 'i'"; 1�141111, 1�1�1�1�111, l ,� ... ­� ,, , 111"11- I e ..... . )IIIII I 1�111 11") ,, ''( �l, 1 I � 11 l�zj` ,,,"� �,,�:) "I f -,,� ` , 1-111111, "l I '­-, ��O Cl"� � . . ... . ....... I � f , 177 �,,,� .... .. � ", �, i � .. .. . , �� � ... "I", , ,,,� : `1­11111 ,,, ,4 .1l I 1.� 111114 ��Idl � `111111­1�li I ,,� l "I"I'll"I "' , �� "" ,� 1 . ... . . . ... 1, �1111', " ... ,il )") ,­", 1�1�, I �1111/'11 . ," ",11,11.� . � ) I ,� I ,,� ...... j `­'. ­00[ Ii 111,,11,10: I ir­­4 �� .. . . . . . . .... .... , �,_,,,; ll�­,,� I'll, ��', , ­,., r­,( 11-d '111111111�11, I .... . ... ,"� '11�1,,10( '14-0 ­,,,�! " ,,� ", � 111 ,��,,, .. .... .. ", � ­1 , . , 4 I ,,,�,,,, `1�11111111) , e�,�, l 1,� ,�� � I ! '­,", C) l C�I�,, 11 � ',, I 4 � '01, -, ', � �,, ", �� !�� D �1�1111` 1111-d �, " , 110111", .. . ,',,`,�l � � � V-4111 ,­,4.� !­,,16wI. �� � I I 1"i") "I� ... I. ,, i, 1 1 1, � �1111`1111'," , , ,-Ir j I � I , �� �� i ,�, 11 "If , I I I - 11�1�1 , ", 1� .. .. . � ��,�', "" , ,� .... .. , '­.") ��) ���' ,!�� . . . .. .. . .. . 11 I'll ........... I . .. I ..... .... �� �!��:D C`I� , Z) C�'�*,�'f �� ��, , ��� . . ..... . l 1.111 ",,o�,"") "', ,,,, 1! , ".�) ,,.') . .... ",", ',,,� ... 1� f " �­O I . , 11,� I 1�11�11�jl � Ill 11 I 11�.,�'4 ir­­� , i : ,�11111111111� I � 11711.1-i I i 111�,­i b f ,,,II'-)' ­� il I ,,­,,,,�� l ; I 1­4 I I I ,,,�,,� I I lr--� I , I lr� ...... I, Ii ...... "i p­,� i ..... ...... .'""'.", ".."I" 11 .. . .... � ll ,,�,,,,O, '! ....... �,li �-­,� - I I 4 �­­­i ir­� ,­ � ­1 ,­.""4, 11"',­4 i 11­-� ,,,,,,4, �,­­j 1 �"4 [�,"`11,1� �"1­4 !'­� I . ..... t 111,� ,; I 0 _� ...... . . I ,, ,� I � ,, .,j ... . .... . . . L,,�, j 4 , .. . . . . " ,. �" 1� �:� C�',", ,,� .. . ... .. j �,� 0 'I""""'I"I", La ) I ,,, , , ,�; ,!� ...... ... 4.... � �J`) � .. . . .. ,", �, � I , I'��, I � I j .. ... . ", ,, I o,', 11111 i .... "'I � IIII l ...... . I � ..... . I � ,,, : I I'd 1, ,O I - 1""", ",-,'�� ��' '�"'� 0 111� �, L ... I j lf,,,,�' ,� 'lf �, �, � ,1� .. . '', f"', , �,�� ,11 I 1� , �,,f L,i ... I I�M , "'I I 1 � � e ,.,jl") �_� ....... . 111111111 I ,", I N6 1 , �k I i �! i ,�, I ! �, ,�, i ",I ,,,�, Lj ,� l � l,", � 11 �,`Ili ,­, , ,6 � 14 "�', 1, " � ..... . �", 1, , ��` -1, i!�� .. .... , ..... . ..... � i i � i � i i i I � i I � I �11`1.1, j l , ",." 11�1, I � t i i (-�, [ O", � ", , ,, , 11, I , 11� ... d! ... .. . .. � 11�111 i I'd , "'I t,"I") tl,,11, �, Lwn� LJ � 1114 i i ""I .... . .. i ;.� . ..... ,� '. ..... . . .... . � I.J ..... . ; .oll") L4 � l ..... . I 1 , ,,,I 1, 4, 11 I � I �1'1,,,,j ,,,"�, �­ .. . � 1"'I", � o`,",�� l�",,,j :"I",li f�`,, i 111,1, � ., ... ", , 11 ,11 I 111� � ...� ,��,�, � ,"'I -If ". �,,, I 11 , . . . ... 111111-1, ,,�,�, 11111111111 . .... ... ... . ... �� ... . ... "o ����"' 111_� (�" i`­` ", , " 11�`�' , " I � 111.111­11r , z i � � , , . ­­` I I ,-(i I . . ...... I'] I I � � � 01-11��Ii [,1­1.14 , I .... � � ",m) �,,, ....... ` I 11 .,.,Ili 11� I., , ': . . ........ .',�I' ��,.10 I 11!­� I ..... .. . .......... ,�,,j ­,d' ,,­,�­i I 1111�111111,111' %, ... ....... 11� . . _� ir­i O � ­ " -� '-­�, lr,,, l , ml,� . . . ..... � C, �` � I -� �,�) , ',.11� ii�­­41 11.1-4 I , (,"", 1!� . ...... � `11�1�11` �,­j ...... "', ,"� . . . .... ,I , ,' � ii� ... ����j 11� ,­4 , .... ... .... i � 11011`111� , C ,.., , � 111­1`� i 11�1�1"' io,­4 '�­.,�, Il .111, , il l�,�:) C, 1�� ... ,d' ,,,", i .. . . ��� ..... . ` I �" , l� ......... i�' I , .1111� ,_D ,`�, "'.", 1� -.1 ­110 �,�� �1'1 1,,­'111 1, "l �W '��'11-1`1�1.1111`d ` ",m"." ��'­) D i � � "I � I I I ",mm,i !­�­,,4 'l r "( il 1� ",."I jj� ... . ..... I , - , I! "'­ . ... .- ... � r­m,jj Il le,,",O, ,�� .... � ,.,,­d '.... ,11���, "') I ....... �1111111, � �,, I , , , ,� .. .. ,", 1�1�1,111, 1111�`111111, ��I� ,.� ," "' ` , � , �D �� .... �,, . .. .',-, 0 l`_',) 1, (' ("_",� ( .. .... ) l � , : � � I ­1,1, i `1­11' ) !��­, 1,''''.1 , .. . . . . ... . ) ., 1.,�, '�,'.O 1�1­11) .�D ­1", ��1111', ID C.". �, O ,� .1�1�4 li�­­­� ,�� � .... - � ,�p ,­,� il�m,mli lr�����,,� l'...4 1� ,,,,,� I 1,11--i ",-.4, r­,� ji, II r­­­� iul,, . . ... .. . f il �­­'J, 11 ..... . .. �,,,� , ...... ,',­,� 1111­� r­,­� ip , ­,,,4 1,,,,�,,�, il r�� ... �� ..... .. . . . ,4 l'...' , 4", ... . . . - I "!!i ,m,'o I 11"11�1��1114 ,­"q -I"O , . ... ..... 1, ,�,,, .. . ­1( ji­ ... � 11 I , I , � ,, I : � , I i ,,, r .. ... ,� i ..... . . . �� � ... ... . .. 4 " I I ,; I'll I ( ` . . .... I : ..... . . . �, � : I � ­�, '4, �, f " ....... �­' i � I , �,,I, : � � � � 11","I I 1,�, ,, � � � I I I j 11 d : � I I I I � ... . .. . ,�� . . .... I ( IIII �1114 I o"I"'i v.4 '1�11�11.11� l( , 111�1","i ji,.., ", "i � Il i - .. ...... �,, � . ir­i ,,( !!����i , ,4 r­­, �'.'i � .. ,I q Il I .... ,,� ,l I , � I 11, ­%, , ", ,,�,,,,,4 11,mm"i � ,�� � 4 I "l ­­4 il ir­-i ,Iij ,j 1111 ,,,, '1111, ", �__,� � '4 I I "j, � ; I ­1,11� Il � I � \,e I �, ! � "� I ": I I 7 11141 "" �,� il��,��­,i 1�,­4 Il", H !­­i ,,m,,,4 o,,,-o( q,"�-,�� l " I 111�1 11 �1�1�1�114 I ,� ­1 ff . ..... ­4 ,,­--�l fj""­� ,f . ... .... ,"I I xl` II � I I , !�X� CX�d " I ; �'11 '11,1111 �I�IAIIII� � 11%11`,� I ... ,,�,,� � ��' ��(` i � I , , i�( " � l"')o ..... I I I I �l", �, ()��' ���,,,K I � , �,,�,,�,� I � f rl�'f IN IIII, � � � �11, ", 111, O.", i I , r,­­4 1� ­­� I I � I ( � � � I � � I , I I I I : ! � � ...... ,�, ", �,� ... O", "If '1111,,,`�, 1� , � . .... . . . ... . .. .... .... .. ... . . .... ,1`10 " "', "' amow 1111� 0. !" 11 c"I", , '�") "'�, , ,��I' 1� I',- ) 1�11 Im, 111", � �'I' i ', 1. I " i ( . . . ........ 11 �,.�-I l 'I,"' ,�� " , ... � � Z�.11�� " 11 ,' I 1�` �", ,"I'll 1. '­­­ , I'd ... .... . "' 1� ... - "I'm", " "', ,,,,, 1.1 "� � 0���,�', ��,,�"�,',',11 �,_," ""�,��, , � ....... . . . ) "' Z, , ,11%.I� 1,,),; �, !:', , � . ..... .... , , w ,,�" ­1` I �'I'll � I X", \0� ���,� ...", 11 �� � i'"A"D i l ............ "" �' I (� "�) '_� I 1`11M�11` IMIM "I . c�% C � x` x �111� U � x", D�'J .... r cx�, � "'d, 10 ,,,, 1� d I 11 ", D!,` ". �10� 11,11 "x"", 1�11`l� 11,�� � . ,IIAI'I� �` C "I d .1 � .... �A . .... d 4 ,,­, `��� Z­, ���,.�1 � I i ................. I , IZD i �: , 1,114�1111, �����, . ", �, ,,, " , I I i �,, �, i ""') i " i i � l�' I ... ...... ") 1�1 11 -0 ,-1, ­1 ­11, j `,m,,I ` ... . .. -1, I-D Z,'�11111'�' �11,,,I� �­Ml .",oll 1,, ... ­0 1, ........... . 11 " �[ c--I'll, ............ 0 m 4ji kow 4— #am 0 pow x x Uj U-1 LLJ r*e Lr) Lf) Lr) t 4) CL 0 $40, CL 4 0 40 1-0 -0 Q) (V 0 0 0 0 CL Cr 0 0 0 0 0 u u u c 0 0 cm 0 0 -M LZ m aj m QO (,.0 (o o (,o U) Ln Ln Ln Ln Ln C 0 C) C 0 C C) (5 o • c u u u u u w w w iw w CL CL a— CL CL V) V) V) V) (A 0 00 0 0 CL CL CL CL 0— F—F— z z z z 00 0 0 loom IMF--dmw IMM 4w 40 40 IVW 440 4m imp-4 40 4W �940 1 4w 40 4040 IED--4 K4w N". 40 40 11 /19/24, 9:04 AM Mail - geoenv@charternet - Outlook From office3 6 5 relay@ coo kcou ntyh hs.o rg < office3 65relay@cookcountyhh .org> Date Tue 11/19/2024 7:03 AM To Shawn Wolfe <shawnw@greenwavecon.com> �J 1 attachments (60 KB) ATT00001,bin; This email is acknowledge receipt of your Freedom of Information Act (FOIA) request, in which you requested communicable and/or environment records on referenced property: 310 West Northwest Highway Mount Prospect, Illinois, PIN# 08-11-204-015 Your request was entered into our database on 11/19/2024. For tracking purposes, your tracking number is 11 -2024-46. If you have any questions regarding your request, please contact me from the listed information below. Cook County Department of Public Health 7556 West Jackson Blvd Forest Park, Illinois 60130 www.cookcountypublichealth.org. i I� 119 WYNT 11111 11111,11111!''If It'll 1111111111 wm��1`11111111'11 '111 T T I 11 E A UT 1-4 r. t-ook Ccorly X Public Healitk Shawn Wolfe Green Wave Consu , ning, LLC 4440 Ash Grove Drive, Suite Springfield, IL 62711 1 This letter is in response to your Freedom of Information ACT(FOIA) request dated and received in this office on 11/19/2024 for environmental records. 310 West Northwest Highway Mt. Prospect, IL Based on the information you provided in your request we have conducted a thorough search ,*f records, but did not locate or identify information responsive to your request. 9� ADMINISTRATIVE ASSISTANT 7556 Jackson Blvd, Forest Park, IL 60130 e sa�muel.ferrero@cookcountyhhs.org p 708-836-8:609 c : 312-639-4175 cookcountypublichealth.org I Cook County Not& c r1ealth