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09-25
Resolution No. 09-25 RESOLUTION AUTHORIZING EXECUTION OF A HIGHWAY AUTHORITY AGREEMENT WITH THE PREMCOR REFINING GROUP, INC. (901, 915 and 925 Dundee Avenue, 514 and 516 Slade Avenue) BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELGIN,ILLINOIS,that Ed Schock, Mayor, and Diane Robertson, City Clerk, be and are hereby authorized and directed to execute an agreement on behalf of the City of Elgin with the Premcor Refining Group,Inc. to limit access to potentially contaminated soil or groundwater in the public right-of-way adjacent to 901 Dundee Avenue, 915 Dundee Avenue, 514 Slade Avenue and 516 Slade Avenue, a copy of which is attached hereto and made a part hereof by reference. s/Ed Schock Ed Schock, Mayor Presented: February 11, 2009 Adopted: February 11, 2009 Omnibus Vote: Yeas: 5 Nays: 0 Attest: s/Diane Robertson Diane Robertson, City Clerk , CITY OF ELGIN- THE PREMCOR REFINING GROUP INC. HIGHWAY AUTHORITY AGREEMENT INITIAL INFORMATION FORM OVERVIEW The purpose of this document is to notify the City of Elgin, an Illinois municipal corpora- tion, of the extent of hydrocarbon impact within soil and/or groundwater and to provide the necessary initial information needed to enter into a highway authority agreement, pursuant to 35 IAC 742.1020. APPLICANT INFORMATION Property Owner: The Premcor Refining Group Inc. Operator (if different): Same Address: 201 East Hawthorne Street Address: Same Hartford, Illinois 62048 Telephone No: 618-255-5122 Fax No: 210-370-6226 Name and Title of Person Authorized to Sign for Owner: Mr. Timothy J. Mauntel, R.G., P.E. Manager Environmental Remediation Name and Title of Person Authorized to Sign for Operator (if different): APPLICANT'S ATTORNEY ENVIRONMENTAL CONSULTANT Name: Lisa Roberts Name: ERS of Illinois, Inc. Address: Valero Energy Corporation Address: 2270 Cornell Ave. One Valero Way Montgomery, IL 60538 Attn: Legal Department San Antonio, Texas 78249-1112 Telephone No: 210-345-4255 Telephone No: 630-896-4090 PROPERTY ADJACENT TO THE RIGHT-OF-WAY Address: 901 Dundee Avenue, 915 Dundee Avenue, 925 Dundee Avenue, 514 Slade Avenue, and 516 Slade Avenue, Elgin, IL RIGHT-OF-WAY(S) REQUIRING HIGHWAY AGREEMENT Highway Number(s): (Check one or both) © Soil Impact in Right-of-Way ©Groundwater Impact in Right-of-Way Street Name (if any): Dundee Avenue, Page Avenue, and Slade Avenue REGULATORY INFORMATION IEMA Incident Number: 932134 IEPA Project Manager: Ms. Carol Hawbaker IEPA Status: (Check one) IN Conditional Approval ❑ Approval Pending ❑ Other SAMPLING IN THE RIGHT-OF-WAY (Check one) © Right-of-Way Sampled ❑ Right-of-Way Impractical to Sample (Sampling was done adjacent to right-of-way.) PERSON(S) TO BE NOTIFIED IN AGREEMENT Name: None Address: None 2 NATURE AND EXTENT OF HYDROCARBON IMPACT INFORMATION — FOR EXHI- BIT A The Closure Report/Closure Response Letter will document the nature and extent of hydrocarbon impact in the right-of-way. Soil: Refer to Figure 1 — Estimated Soil Impact in the Right-of-Way Map Using Tier One Residential Corrective Action Objectives Groundwater: Refer to Figure 2 — Estimated Groundwater Impact in the Right-of- Way Map Using Tier One Corrective Action Objectives Tables showing soil and groundwater sampling results in the right-of-way (if sampled) and/or adjacent to it need to be submitted and keyed to Figures 1 and 2. Samples above Tier 1 One Residential Corrective Action Objectives need to be highlighted. AREA COVERED BY HIGHWAY AUTHORITY AGREEMENT— FOR EXHIBIT B (Check one) © Refer to Figure 3 — Proposed Highway Authority Agreement Location Map ❑ Location not proposed (The Department will draw map based on Figures 1 and 2.) Attachments: © Figure 1 Estimated Soil Impact Map © Figure 2 Estimated Groundwater Impact Map © Figure 3 Proposed Highway Agreement Location Map ❑ Tables Showing Sampling Results ❑ Closure Report ❑ Other 3 MASTER AGREEMENT TIERED APPROACH TO CORRECTIVE-ACTION OBJECTIVES AGREEMENT This Agreement is entered into this 24th day of November, 2008 pursuant to 35 Illinois Administrative Code Section 742.1020 by and between The Premcor Refining Group Inc. ("Owner") and The Premcor Refining Group Inc. ("Operator"), referred to herein as "Owner/Operator," and the City of Elgin, an Illinois municipal corporation ("City"), as fol- lows: 1. This Agreement shall not be binding upon the City until it is executed by the under- signed representative of the City and prior to execution, this Agreement constitutes an offer by Owner/Operator. The duly authorized representatives of Owner/Operator have signed this Agreement and this Agreement is binding upon them, their successors and assigns. 2.a. Owner/Operator is pursuing a corrective action of a Site and of the right-of-way ad- jacent to the boundary of the Site located at 901 Dundee Avenue (the "Site"). 2.b. Attached as Exhibit A are site maps prepared by Owner/Operator which show the area of estimated contaminant impacted soil and/or groundwater at the time of this Agreement in the right-of-way above Tier 1 residential levels under 35 Illinois Adminis- trative Code Part 742. Also shown in Exhibit A are tables prepared by Owner/Operator showing the concentration of contaminants of concern, hereafter "Contaminants," in soil and/or groundwater within the Site and which shows the applicable Tier 1 soil remedia- tion objectives for residential property and Tier 1 objectives for groundwater of the Illi- nois Pollution Control Board ("IPCB") which are exceeded along the boundary of the Site adjacent to the Right of-Way. The right-of-way, and only the right-of-way, as de- scribed in Exhibit B, hereinafter the "Right-of-Way," adjacent to the site is subject to this Agreement. As the drawings in the Exhibits are not surveyed plats, the boundary of the Right-of-Way in the Exhibits may be an approximation of the actual right-of-way lines. The Right-of-Way is impractical to sample for Contaminants; however, the parties be- lieve that the area of the Right-of-Way is adequate to encompass soil and/or groundwa- ter within the Right-of-Way possibly impacted with Contaminants from a release at the Site. 2.c. The Illinois Emergency Management Agency has assigned incident number 932134 to this release at the Site. 2.d. Owner/Operator intends to request risk-based, site specific soil and/or groundwater remediation objectives from the Illinois Environmental Protection Agency ("IEPA") under 35 Illinois Administrative Code Part 742. 2.e. Under these rules, use of risk-based, site specific remediation objectives in the Right-of-Way may require the use of a Highway Authority Agreement as defined in 35 Illinois Administrative Code Section 742.1020. 4 3. The City holds a fee simple interest or a dedication for highway purposes in the Right-of-Way, or the Right-of-Way is a platted street, and has jurisdiction of the Right-of- Way. For purposes of this Agreement, "jurisdiction" means that the City exercises access control over the use of groundwater beneath the Right-of-Way and over access to the soil beneath the Right-of-Way because it requires a permit for that access. 4.a. Under 35 Illinois Administrative Code Section 742.1020, this Agreement is intended to be an acceptable "Highway Authority Agreement" to IEPA, as the City is willing to agree that it will not allow the use of groundwater under the highway Right-of-Way as a potable or other domestic supply of water and that it will limit access as described here- in to soil under the highway Right-of-Way that is contaminated from the release at levels above residential Tier 1 remediation objectives. 4.b. The IEPA must review and approve this Agreement, and this Agreement shall be referenced in the IEPA's "No Further Remediation" determination in the chain of title for the Site in the county where the Site is located. 4.c. This Agreement shall be null and void as a Highway Authority Agreement should the IEPA not approve it or should it not be referenced in the "No Further Remediation" determination. This Agreement shall not be effective between the Owner/Operator and the City unless and until the IEPA approves this Agreement and the IEPA accordingly references the Agreement in the IEPA's "No Further Remediation" determination in the chain of title for the Site in the county where the Site is located. 5. The City promises IEPA and the Owner/Operator that it will prohibit the use of groundwater that is contaminated from the release at the Site at levels above Tier 1 re- mediation objectives beneath its Right-of-Way as a potable or other domestic supply of water and will limit access to soil as described herein under the Right-of-Way that is contaminated from the release at the Site at levels above Tier 1 remediation objectives. As the pavement in the Right-of-Way may be considered an engineered barrier, the Owner/Operator agrees to reimburse the City for maintenance activities requested by Owner/Operator in writing in order to maintain it as a barrier. The City does not other- wise agree to perform maintenance of the Right-of-Way, nor does it agree that the highway Right-of-Way will always remain a highway or that it will maintain the Right-of- Way as an engineered barrier. 6. The Owner/Operator agrees to indemnify and hold harmless the City, and other highway authorities, if any, maintaining the highway Right-of-Way by an agreement with the City, and the City's agents, contractors, officers or employees for all obligations as- serted against or costs incurred by them, including attorney's fees and court costs, as- sociated with the release of Contaminants from the Site, regardless whether said obliga- tions or costs were caused by the negligence, but not the gross negligence, of them. 7. As an additional consideration, Owner/Operator agrees to reimburse the City for the reasonable costs it has incurred in protecting human health and the environment, in- cluding, but not limited to, identifying, investigating, handling, storing and disposing of 5 contaminated soil and groundwater in the Right-of-Way as a result of the release of con- taminants at this Site, and the review and processing of this Agreement. The City has determined those costs for Owner and such costs amount to two thousand five hundred dollars ($2500.00). A cashier's check made payable to "City of Elgin, Illinois" shall be tendered to the City at the time Owner/Operator furnishes a signed Agreement to the City for its signature. That check will be deposited when all necessary parties sign this Agreement. 8. This Agreement shall be binding upon all successors in interest to the Owner/ Opera- tor or highway Right-of-Way. A successor in interest of the City would include a highway authority to which the City would transfer jurisdiction of the highway. 9. Violation of the terms of this Agreement by Owner/Operator, or their successors in interest, may be grounds for voidance of this Agreement as a Highway Authority Agreement. Violation of the terms of this Agreement by the City will not void this Agreement, unless the IEPA has determined that the violation is grounds for voiding this Agreement as a Highway Authority Agreement and the City has not cured the violation within such time as IEPA has granted to cure the violation. 10. This Agreement shall continue in effect from the date of this Agreement until the Right-of-Way is demonstrated to be suitable for unrestricted use and there is no longer a need for this Agreement as a Highway Authority Agreement, and the IEPA has, upon written request to the IEPA by the Owner/Operator and notice to the City, amended the notice in the chain of title of the Site to reflect unencumbered future use of that highway Right-of-Way. 11. This Agreement is in settlement of claims the City may have arising from the release of Contaminants into the Right-of-Way associated with incident number 932134. 12. This Agreement does not limit the City's ability to construct, reconstruct, improve, repair, maintain and operate a highway upon its property or to allow others to use the highway Right-of-Way by permit. To that extent, the City reserves the right and the right of those using its property under permit to remove contaminated soil or groundwater above Tier 1 residential remediation objectives from its Right-of-Way and to dispose of them as they deem appropriate not inconsistent with applicable environmental regula- tions so as to avoid causing a further release of the Contaminants and to protect human health and the environment. Prior to taking any such action, the City may, if practicable as determined by the City, first give Owner/Operator written notice that it intends to perform a site investigation in the Right-of-Way and remove or dispose of contaminated soil or groundwater to the ex- tent necessary for its work. Failure to give notice shall not constitute a violation of this Agreement. The removal or disposal shall be based upon the site investigation (which may be modified by field conditions during excavation), which Owner/Operator may re- view or may perform, if requested to do so by the City. If practicable, as determined by the City, the City may request Owner/Operator to remove and dispose of the contami- 6 , nated soil and/or groundwater necessary for the City's work in advance of that work. The Owner/Operator shall reimburse the reasonable costs incurred by the City to per- form the site investigation and to dispose of any contaminated soil or groundwater re- gardless of whether notice has been given to Owner/Operator. There is a rebuttable presumption that the Contaminants found in the highway Right-of-Way arose from the release of Contaminants from the Site. Should Owner/Operator not reimburse the rea- sonable costs under the conditions set forth herein, this Agreement shall be null and void, at the City's option, upon written notice to Owner/Operator by the City that those costs have not been reimbursed. Owner/Operator may cure that problem within twenty working days by making payment. 13. Written notice required by this Agreement shall be mailed to the following: To Owner/Operator: Mr. Timothy J. Mauntel, R.G., P.E. The Premcor Refining Group Inc. 201 East Hawthorne Street Hartford, Illinois 62045 To City: City of Elgin Public Works Director 150 Dexter Court Elgin, IL 60120-5555 14. The City's sole responsibility under this Agreement with respect to others using the highway Right-of-Way under permit from the City is to include the following, or similar language, in the future standard permit provisions and to make an effort to notify its cur- rent permit holders of the following: As a condition of this permit, the permittee shall request the City's Public Works Department to identify sites in the Right-of-Way where access to contaminated soil or groundwater is governed by Tiered Approach to Cor- rective-Action Objectives ("TACO") Agreements. The permittee shall take measures before, during and after any access to these sites to protect worker safety and human health and the environment. Excavated, conta- minated soil should be managed off-site in accordance with all environ- mental laws. Owner/Operator hereby releases the City from liability for breach of this Agreement by others under permit and indemnifies the City against claims that may arise from others under permit causing a breach of this Agreement. Owner/ Operator agrees that its per- sonnel, if any, at the Site who are aware of this Agreement will notify anyone they know is excavating in the Right-of-Way about this Agreement. 7 15. Should the City breach Paragraph 5 of this Agreement, Owner/Operator's sole re- medy is for an action for damages in the Circuit Count for the Sixteenth Judicial Circuit, Kane County, Illinois. Any and all claims for damages against the City, its agents, con- tractors, officers, employees or its successors in interest arising at any time for a breach of paragraph 5 of this Agreement are limited to an aggregate maximum of two thousand five hundred dollars ($2500.00). No breach by the City, its agents, contractors, officers, employees and its successors in interest of a provision of this Agreement other than Pa- ragraph 5 is actionable in either law or equity by Owner/Operator against the City or its agents, contractors, officers, employees and its successors in interest and Own- er/Operator hereby releases the City, its agents, contractors, officers, employees and its successors in interest for any cause of action it may have against them, other than as allowed in this paragraph, arising under this Agreement or environmental laws, regula- tions or common law governing the contaminated soil or groundwater in the highway Right-of-Way. Should the City convey, vacate or transfer jurisdiction of that highway Right of-Way, Owner/Operator may pursue an action under this Agreement against the successors in interest, other than a State agency, in a court of law. 16. This Agreement is entered into by the City in recognition of laws passed by the General Assembly and regulations adopted by the Pollution Control Board that encour- age a tiered-approach to remediating environmental contamination. This Agreement is entered into by the City in the spirit of those laws and under its right and obligations as a municipality. Should any provisions of this Agreement be struck down as beyond the authority of the City, however, this Agreement shall be null and void. 17. The Owner and Operator shall be jointly and severally liable for their obligations un- der this Agreement and all references to "Owner/Operator" shall effect the Owner and Operator both jointly and individually. 8 IN WITNESS WHEREOF, Owner/Operator, The Premcor Refining Group Inc., has caused this Agreement to be signed by its duly authorized representative. B • _Aria A[f/AUGIf I DATE: /14.5/0?S ► anager "ir• mental Remediation IN WITNESS WHEREOF, the City has caused this Agreement to be signed by its Mayor. CITY OF ELGIN BY: DATE:a ki"( I1 X00 E S CK, MAYOR ATTEST: DIANE ROBERTSON, CI CLERK 9 Legend i A ,„ v,..., , ...... pe'2 Soo Boring by URS ip-s Sal Boring By Burioglon ose-e Sal Boring By SECOR for Clark Refining „GM-3 Sal Borrg By EnecoTech' 4s-4 Sal Boring By ERSI • ®M Well by Petal,* ® '3 Well By Burlington 0 MWS Well By EnecoTech ®MW2 Well By Green Environmental Riteway Insulation Page Avenue a 25 .,Remediation Well By ERSI MW °,9 Sal Sample-UST Removal ._... _ 0 s-2 Sal Sample-Blender Install eMW-le _ .. .. - Property Boundary l 1 Existing UST Gee' Jays —.Former UST Width MW-16• Parallel Delimited Extent of To Groundwater Gasoline Indicator Contaminants'(BTEX) Flow i "" ' In Soil (W=374-ft) GM's W+ GR,MW 2 ® ® Tim Bates J¢+ r Auto Sales 07 Q�� M .ajes .r.,w`5 La Flor Ca a 'errez Tacos Q� r • 3 3 ! MW7 e � MW9 MW19 eMW2a , itip4./ e ' (�'a.. .Mw-21, r y &3 .I i oe, �VM1 0 NIWa MW1 U` I I OB 2 -r ®GP-z •r'' MlW-1z.v '.e-e MW% e-� , UST E.c.vWO�/os, i M W-n\ I �MW23 .MW2�Width ��� 4 Perpendicular A Airtronics Gage and Machine,Inc. To Groundwater t Tom Flow !Or .40 1 Plumbinc (Sw=200-ft) '-" Inc. 15 a 1 , N• � a 2 y • E _..._-. .... 0 50 100 S • Scale Approximate 4t0 NMEryT The Premcor Refining Group Inc. Drawn by:WEC Figure 1 5/01111011N-110 4 r ` ERS of Illinois,Inc. Former Clark Store#0563 Date: 11/8/03 Site Map ♦ J_' 2270 ComellAvenue 901 Dundee Avenue with Delimited Slade Avenue t i`' Montgomery,Illinois � � Elgin,Illinois Project Number Soil IM��II Ph.(630)896-4090 199-001-055 BTEX Plume / A Legend • p&2 Soil Boring by URS - �.+ Soil Boning By Burlington - ` _j6 4,00-6 Soil Boning By SECOR for Clark Refining +Gpa Soil Boring By EnecoTeclt. - ■4111k -1 4S-r Soil Boring By ERSI // ,4., Bu Well by rosoo ®MW-a Well By Burlington 0 6w-5 Well By EnecoTeth ®MW2 Well By Green Environmental Riteway Insulation Page Avenue a MW 25 Monitoring Well By ERSI vew.m Remediation Well By ERSI MW- 019 Sod Sample-UST Removal --. o S2 Soil Sample-Blender Install .mw-ts - --- - - - . -. - .. Property Boundary Gee' Jays s 1 j Existing UST •—.Former UST Width Mw-tee Parallel • To Groundwater Delimited Extent of Flow ' Gasoline Indicator Contaminants:(BTEX)•1/6/7:1' M" ' In Groundwater(W=374-ft) GR,+��t GNiMw2® • Tim Bates J¢' r • ■ Auto Sales M . 'ajes yy�SSi La Flor JCa 'errez 4,Mv Tacos Q . • • 0 aa1W-7 •Mw.22 .-...MNF9 MW-,9 a -p flPdlillp.' ti :W 3 eMW-214 •0 : •1 063 ` I g I a&1 VRW1 ® �.1Wb I I �2 ® P-2 MW-12 1 MW-105, O UST Excaw4cn �0S-1 :W,11 j \ �MW23 MW-2e Width �/Perpendicular Airtronics Gage and Machine,Inc. To Groundwater �� " g Tom Flow "$W=2��ft _3 .k�� 'to 1 4r Plumbine ( ) 13 L svfb ic�.E. Inc. 15• •� N (i?' i . , $ ��T • B` ryt -1 W __ ...._. _ _______________ , . A E oerA ee, __.__.. . 0 50 100 S Scale Approximate J0%0NM4,A The Premcor Refining Group Inc. Drawn by:WEC Figure 2 � 1111ERS of Illinois,Inc. Former Clark Store#0563 Site Map y ' J.,` 2270ComellAvenue Date: 11/8/03 Slade Avenue ,n_..1.1....7.2„' 901 Dundee Avenue with Delimited Montgomery,Illinois Elgin,Illinois Project Number Groundwater •∎ I. Ph.(630)896 4090 . 199-001-055 BTEX Plume Table 1 - Soil Analytical Results-BTEX and Lead Former Clark Site,901 Dundee Avenue Tom's Plumbing,Inc.,614 Slade Avenue AirTronics,Inc.,616 Slade Avenue Gee'n'Jay's,926 Dundee Avenue Elgin,Illinois ' ;iA' ,-: z- lnvesdgatiatn.•, ` Sampling' It Benzene Taltaute -. Etitylbinsene . Xyienea `_. 'li .. prey„ , .. ; ! .(uykq)_.,.. 000` : # i 0.; tt+akg1 . 'MOO-- <.( 7>;'; 563.10 Former Clark Site 8/11/1993 13 2,660 56 500 1,240 <5 NA Base-N,6,000 gallon UST 563-11• Former Clark Site 8/11/1993 8 ND<6,000 17,600 8,500 115,000 5 NA East Wall-excavated for new UST . 563-12 Former Clark Site 8/11/1993 13 120 110 28 200 <5 NA Base-S,6,000 gallon UST 563-13 Former Clark Site 8/11/1993 13 3,090 710 32 300 <5 NA Base-10,000 gallon UST 563-14 Former Clark Site 8/11/1993 8 640 60 340 2,080 <5 NA North Wall-West Half 563-16 Former Clark Site 8/11/1993 8 ND<1,000 ND<1,000 1,700 10,700 <5 NA North Wall-East Half 663.16 Former Clark Site 8/11/1993 8 240 70 300 600 <5 NA South Wall-West Half 663.17 Former Clark Site 8/11/1993 8 330 170 1,200 9,900 <5 NA South Wall-East Half 663-18 Former Clark Site 8/11/1993 8 ND<600 3,400 3,800 38,000 8 NA North Wall 663-19 Former Clark Site 8/11/1993 7 1,300 20,000 10,000 97,000 6 NA West Wall 663-20* Former Clark Site 8/11/1993 7 2,300 36,000 23,000 220,000 10 NA East Wall-excavated for new UST 663-21 Former Clark Site 8/11/1993 1.5 380 490 1,100 11,200 7 NA Pipe Trench 663.22 Former Clark Site 8/11/1993 1.5 ND<1,000 4,100 3,300 47,000 12 NA Pipe Trench 663-B-1 Former Clark Site 9/13/1993 5-6 767 1,120 2,710 20,400 10 NA 563-B-1 Former Clark Site 9/13/1993 12-13 267 ND<2 ND<2 ND<2 <5 NA 563-B-2 Former Clark Site 9/13/1993 7-8 ND<5 1,980 2,320 16,100 36 NA 663-B-2 Former Clark Site 9/13/1993 17-18 ND<2 ND<2 ND<2 ND<2 <5 NA 563-B-3 Former Clark Site 9/13/1993 10-11 ND<2 9 ND<2 40 <5 NA 663-B-4 Former Clark Site 9/13/1993 7-8 ND<100 8,800 8,080 120,000 <5 NA 663$-6 Former Clark Site 9/13/1993 - NA NA NA NA NA NA Terminated. Ruptured water line 663-B-6/MW-1 Former Clark Site 9/13/1993 10-11 ND<2 ND<2 ND<2 ND<2 <5 NA 563-B-9IMW-2 Former Clark Site 2/10/1994 - NA NA NA NA NA NA 513-6 Former Clark Site 7/21/1995 5 ND<2 ND<2 ND<2 ND<5 NA NA SB-6 Former Clark Site 7/21/1995 5 ND<2 ND<2 ND<2 ND<5 NA NA SB-7 Former Clark Site 7/21/1995 5 79.2 ND<2 296 ND<5 NA NA MW-6 Dundee Ave. 9/30/1996 4-6 ND<2 ND<2 ND<2 ND<5 NA NA MW-6 Former Clark Site 9/30/1996 3-5 ND<2 ND<2 ND<2 ND<5 NA NA GP-1 Former Clark Site 7/20/1998 5-6 ND<680 930 9,800 83,000 NA NA GP-2 Former Clark Site 7/20/1998 3-4 ND<61 ND<61 170 1,700 NA NA GP-3 Former Clark Site 7/20/1998 4.5 ND<10 ND<10 ND<10 ND<30 NA NA Page 1 of 4 . , Table 1 Soil Analytical Results-BTEX and Lead Former Clark Site,901 Dundee Avenue Tom's Plumbing,Inc.,614 Slade Avenue AirTronics,Inc.,516 Slade Avenue Gee'n'Jay's,925 Dundee Avenue Elgin,Illinois - ampl.-, ,,:s,rlo,f, - .,,.,: now. :..:'-:' gthY6417044 - ' X11.144 :' . '"TCa-"-P,Pb -14"Pb- '' ' -1,-',=,':'':-C9fnents':7 " 00 . Dooth , 60,407 $0ka 40 ) llhg) Olika '. , 8-1 Airtronics 5/1/1998 10-11.4 ND ND 16 15 NA NA B-2 Airtronics 5/1/1998 1.8-3.5 ND ND ND ND NA NA 10-11 ND ND ND ND NA NA B-3 Airtronics 5/1/1998 11-13 ND ND ND ... ND NA NA B-4 Airtronics 5/1/1998 1.5-3 ND ND ND ND NA 8170 6-9 1,180 1,140 4,010 18,900 NA NA B-6 Airtronics 5/1/1998 5-7 163 46 1,530 8,410 NA 24 9-11 ND ND ND ND NA NA B-6 Airtronics 5/1/1998 5-7 1,700 2,950 6,490 34,200 NA 26 10-11 ND ND ND ND NA NA B-7 Airtronics 8/22/1998 4 <2 <2 <2 <5 NA NA 6 1,870 13,000 8,260 43,400 NA NA 12 15.6 10.8 <2 13 NA NA B-8 Airtronics 8/22/1998 4 <2 <2 <2 <5 NA NA 6 860 1,510 1,630 8,570 NA NA 12 10.2 10.3 7.3 37.0 NA NA B-9 Airtronics 8/22/1998 4 61 37.4 7.9 29.4 NA NA 6 857 485 3,280 16,500 NA NA 12 60.1 21.4 4.2 16.1 NA NA B-10 Airtronics 8/22/1998 4 31.1 22.6 8.5 34.4 NA NA 6 1,490 17,800 11,700 63,800 NA NA 10 96.1 23.3 104 345 NA NA B-11 Airtronics 8/21/1998 4 62.9 41.7 6.2 21.8 NA NA 8 193 21 103 690 NA NA 12 46.3 18.2 <2 <5 NA NA B-12 Airtronics 8/22/1998 4 <2 <2 <2 <5 NA NA 8 662 <1,000 2,810 11,200 NA NA 12 50.6 628 10.7 41.3 NA NA B-13 Airtronics 8/22/1998 4 15.2 166 <2 <5 NA NA 8 684 310 2,550 8,580 NA NA - 12 376 175 9.6 36.1 NA NA B-14 Airtronics 8/22/1998 4 21.1 270 7.7 25.3 NA NA 8 2,720 3,120 18,800 94,100 NA NA 12 2,100 1,150 68 78 NA NA Page 2 of 4 „ . Table 1 Soil Analytical Results-BTEX and Lead Former Clark Site,901 Dundee Avenue Tom's Plumbing,Inc.,514 Slade Avenue AIrTronics,Inc.,616 Slade Avenue Gee'n'Jay's,926 Dundee Avenue Elgin,Illinois ,,. ,,. , „,-. inysetigation,. (:;;:...Sarapfltici„ ' Tolima, : .,' -Athyltrazone , ::..::;:Xyletwes':. z ,, :1C1.4!,Pb,--'.: 4Ait Pk, :i.i.:;.,:,z,::,, .,,pOMMOnet..:',::;,',,... : ipli-.,-.-:. :.:..,,.. N',:jkoil'''',',;:: ::''S'I''. ,O,Atili:,:'',,',„Oilith,, ' .';'''::'14481,141P• ':: :?'''' '':0109),: .:':`.:'..':::**Iiii'''' ,:,,-5(iiiiika) '::-:. -?I'Iii0440:;"''' ';:ition0): B-15 Airtronics 8/22/1998 4 80.6 552 12.1 69.1 NA NA 6 281 507 1,070 4,780 NA NA 12 24.3 326 <2 <5 NA NA B-111 Airtronics 8/22/1998 4 10.4 31.7 <2 <5 NA NA 6 663 3,730 11,800 61,800 NA NA 12 197 401 19.5 56 NA NA B-17 Airtronics 8/23/1998 4 17.9 265 5.3 21.0 NA NA 6 619 4,710 16,200 85,600 NA NA 12 166 321 16.2 70.9 NA NA . B-18 Airtronics 8/23/1998 4 <2 178 <2 <5 NA NA 8 1,240 12,400 6,920 39,200 NA NA 12 325 879 22.9 49.4 NA NA B-19 Airtronics 8/23/1998 4 <2 571 <2 <5 NA NA 8 <2 672 <2 <5 NA NA 12 <2 815 <2 <5 NA NA B-20 8/23/1998 4 <2 281 ' <2 <5 NA NA 8 <2 312 <2 <5 NA NA 12 <2 26.1 <2 <5 NA NA BH2-6/M'N-2 Gee'n'Jay's 1/18/1999 6 <2 <2 <2 <2 NA NA S-1 Former Clark Site 6/27/2000 3 460 3,000 5,700 41,000 NA NA Blender install S-2 Former Clark Site 6/27/2000 3 <26 <52 <52 <152 NA NA Blender install S-3 Former Clark Site 6/27/2000 3 9.9 <66 <66 <196 NA , NA Blender install S-4 Former Clark Site 6/27/2000 3 460 <1,600 8,600 156,000 NA NA Blender install S-6 Former Clark Site 6/27/2000 3 <6.5 <63 <63 .. <193 NA NA Blender install MW-7 11/3/2000 4-6 190 160 920 5,870 NA NA MW-8 11/3/2000 4-6 4,000 29,000 21,000 120,000 NA NA MW-9 11/3/2000 6-8 . 600 6,100 2,700 16,400 NA NA MW-10 11/3/2000 4-6 1,900 2,300 19,000 100,000 NA NA . MW-11 . 11/3/2000 6-8 690 8,600 9,200 57,000 NA NA MW-12 11/3/2000 6-8 1,200 87 5,500 <59/20,000 NA NA - MW-13 11/3/2000 4-6 _ <29 <29 420 .. 1,938 NA , NA MW-14 11/3/2000 4-6 1,100 150 2,700 9,050 NA NA MW-16 11/3/2000 6-8 <1.1 <0.20 <0.22 <039/<0.42 NA NA Page 3 of 4 Table 1 • Soil Analytical Results-BTEX and Lead Former Clark Site,901 Dundee Avenue Tom's Plumbing,Inc.,514 Slade Avenue AirTronics,Inc.,616 Slade Avenue Gee'n'Jay's,926 Dundee Avenue Elgin,Illinois . ., , 1RYQatrO $.. FAQ '.8Ntponst:' , ;,:Benzene:';':,: ',TOKIO"' , • etny•l:b. :a ' XYleAes y2.. .. :? < ''''A '" . : +�0 WiSi , . ` W SS-1 11/6/2000 6-8 <28 <28 <28 <28 NA NA SS-2 11/6/2000 6-8 230 <28 72 <28/1000 NA NA SS-3 11/3/2000 6-8 2,400 130 4,400 8,750 NA NA SS-4 11/6/2000 10-12 710 760 700 4,100 NA NA SS-5 11/6/2000 8-10 <29 <29 <29 <29 NA NA S-6 Former Clark Site 6/19/2002 6-8 <20 <290 6,600 10,430 <100 15000 MW-16 Gee'n'Jay's 6/19/2002 8-10 <28 <57 <57 <110/<57 <100 5900 MW-17 Gee'n'Jay's 6/19/2002 4-6 <4.2 <62 <62 <120/<62 <100 9900 MW-18 Gee'n'Jay's 6/19/2002 6-8 260 <58 760 1,330 <100 7400 VRW-1 Former Clark Site - 6/19/2002 4-6 690 <460 6,500 17,560 <100 11000 MW-26 Dundee Ave. 7/17/2003 8-10 <30 <60 <60 <180 NA NA MW-27 Page Ave. 7/17/2003 _ 6-8 <29 <58 <58 <178 _ NA NA Exposure Route-Specific Values for Soils Ingestion-Residential 12,000 16,000,000 7,800,000 160,000,000 NA 400,000 Ingestion-Construction Worker 2,300,000 410,000,000 20,000,000 410,000,000 NA 400,000 Ingestion-Commercial 100,000 410,000,000 - 200,000,000 1,000,000,000 NA 400,000 Background-Metropolitan Counties NA NA NA NA NA 36,000 Inhalation-Residential 800 660,000 400,000 320,000 NA Inhalation-Construction Worker 2,200 42,000 68,000 320,000 NA - Inhalation-Commercial 1,600 660,000 400,000 320,000 NA - Tier 1 Cleanup Standard-Class I Groundwater 30 12,000 13,000 160,000 7.6 NA Tier 1 Cleanup Standard-Class II Groundwater _ 170 29,000 19,000 _ 160,000 100 NA NOTE: 1.uglkg•micrograms per kilogram 2.Tier 1 Soil Cleanup Objectives per Title 35,Pert 742-Tiered Approach to Corrective Action Objectives 3.o MDL•The constituent was not measured above the Method Detection Limit indicated. 4. URS bongo by URS tor AGM 5.Secor borings by Seco•International for AGM 6.An asterbe---indicates the location was excavated and is not representative of Site conditions 7.Bold values indicate a Tier 1 exceedance. Page 4 of 4 ■ Table 2 - Groundwater BTEX and Elevation Data - Former Clark Site, 901 Dundee Avenue Tom's Plumbing, Inc., 514 Slade Avenue AirTronics, Inc., 516 Slade Avenue Gee'n'Jay's, 925 Dundee Avenue Elgin, Illinois - __ ! : a. - =. � :. " � -..-, ' ! °`may �r T . .. . m s1i►laEna�ti. . iil i- ;vnton Be ' P atriatu ? ` S tt , ;:' nsei. : .�- ? :�� MW-2 9/23/1994 - -- - -- ND<26 ND<2 ND<2 ND<5 NA NA 8/16/1995 103.59 6.91 0.00 96.68 ND<2 ND<2 ND<2 ND<5 NA no sheen,no odor 10/14/1996 103.59 7.60 0.00 95.99 ND<2 ND<2 ND<2 ND<5 NA no sheen,no odor 5/23/1997 103.59 7.25 0.00 96.34 ND<2 ND<2 ND<2 ND<5 NA NA 7/20/1998 103.59 7.27 0.00 96.32 ND<1 ND<1 ND<1 ND<3 NA NA 6/26/2000 103.59 6.89 0.00 96.70 ND<1 ND<1 ND<1 ND<3 NA no sheen,no odor 11/7/2000 101.70 7.18 0.00 94.52 NS NS NS NS NA no sheen,no odor 9/6/2001 101.70 7.60 0.00 94.10 NS NS NS NS NA 7/25/2002 101.70 7.72 0.00 93.98 NA NA NA NA ND<5 8/8/2002 101.70 7.54 0.00 94.16 ND<1 ND<1 ND<1 ND<3 NA 9/6/2002 101.70 6.80 0.00 94.90 NA NA NA NA NA 8/7/2003 101.70 7.68 0.00 94.02 ND<1 ND<1 ND<1 ND<3 NA no sheen,no odor 12/16/2003 101.70 7.05 0.00 94.65 ND<1 ND<1 ND<1 ND<3 NA no sheen,no odor 8/19/2004 101.70 7.42 0.00 94.28 ND<1 ND<1 ND<1 ND<3 NA no sheen,no odor MW-3 9/23/1994 - - -- - 234 2 8 26 NA NA 8/16/1995 100.23 6.12 0.00 89.53 53.3 ND<2 2.3 7.5 NA no sheen,odor 10/14/1996 100.23 8.03 0.00 92.20 423 1.9 1.6 5 NA no sheen,odor 5/23/1997 100.23 8.21 0.00 92.02 196 2.8 14.5 ND<5 NA NA 7/20/1998 100.23 7.30 0.00 92.93 280 ND<5 23 17 NA NA 6/26/2000 100.23 4.97 0.00 95.26 290 4.9 90 63.5 NA no sheen,no odor 11/7/2000 98.44 6.70 0.00 91.74 NS NS NS NS NA no sheen,no odor 9/6/2001 98.44 7.33 0.00 91.11 NS NS NS NS NA 7/25/2002 98.44 8.18 0.00 90.26 NA NA NA NA ND<5 8/8/2002 98.44 7.02 0.00 91.42 1,200 12 270 93/<10 NA 9/6/2002 98.44 6.55 0.00 91.89 NA NA NA NA NA 8/7/2003 98.44 7.01 0.00 91.43 860 7.3 150 34/<5 NA no sheen,no odor 12/16/2003 98.44 7.13 0.00 91.31 380 <2.5 54 9.3/<2.5 NA no sheen,no odor 8/19/2004 98.44 8.31 0.00 90.13 240 2.1 23 111<1.0 NA Page 1 of 7 Table 2 _ Groundwater BTEX and Elevation Data r Former Clark Site, 901 Dundee Avenue Tom's Plumbing, Inc., 514 Slade Avenue AirTronics, Inc., 516 Slade Avenue Gee'n'Jay's, 925 Dundee Avenue Elgin, Illinois y }��y''�_'_� `L ...J ��y� µ `„ iRP ga"xp';a'r. }�/„, ��{� >r'< < •' «ate .��:'- .:'a>&� ,.•r.x;3.'>P�a'� ><.' I � :�<< ltiefupeatfb, Oltvsd.Lrad= ,:.,,.; .,�•:::• ;,� ,.:-,:',,,-:',,--,c �w � \ vs8lori: °;!�!: Fin, w4 � ,� <�: &l� o�r�.tt �{}x�'>- « , _?�' t+ t vanes:14V <ri tr:.,:�.< t < 1, 7 •:. , ,..,:, ":ice •fir . .e., <<. shre�.;';';,;,',We'''',;';', MW-4 9/23/1994 -- -- -- -- 2,940 43 447 272 NA NA 8/16/1995 102.19 6.79 0.00 90.68 3,720 ND<2 131 57 NA no sheen,odor 10/14/1996 102.19 -- 0.00 - NS NS NS NS NA Well inaccessible 5/23/1997 102.19 5.93 0.00 96.26 3,800 121 1,100 1,310 NA NA 7/20/1998 102.19 6.06 0.00 96.13 2,000 ND<25 67 ND<75 NA NA 6/26/2000 102.19 5.53 0.00 96.66 2,900 120 690 764 NA no sheen,odor 11/7/2000 99.96 5.89 0.00 94.07 NS NS NS NS NS no sheen,no odor 9/6/2001 99.96 6.49 0.00 93.47 NS NS NS NS NS 7/25/2002 99.96 6.69 0.00 93.27 NA NA NA NA <5 8/8/2002 99.96 6.46 0.00 93.50 1,500 29 390 290/<10 NA 9/6/2002 99.96 5.97 0.00 93.99 NA NA NA NA NA 8/7/2003 99.96 6.21 0.00 93.75 1,700 21 73 109 NA no sheen,no odor 12/16/2003 99.96 6.80 0.00 93.16 1,500 21 290 115 NA no sheen,no odor 8/19/2004 99.96 6.44 0.00 93.52 1,300 10 190 92/<10 NA MW-5 10/14/1996 99.79 6.21 0.00 93.58 ND<2 ND<2 ND<2 ND<5 NA no sheen,no odor 5/23/1997 99.79 4.96 0.00 94.83 ND<2 ND<2 ND<2 ND<5 NA NA 7/20/1998 99.79 5.24 0.00 94.55 ND<1 ND<1 ND<1 ND<3 NA NA 6/26/2000 99.79 5.00 0.00 94.79 ND<1 ND<1 ND<1 ND<3 NA no sheen,no odor 11/7/2000 98.99 5.08 0.00 93.91 NS NS NS NS NS no sheen,no odor 9/6/2001 98.99 5.85 0.00 93.14 NS NS NS NS NS 7/25/2002 98.99 6.80 0.00 92.19 NA NA NA NA ND<5 8/8/2002 98.99 6.63 0.00 92.36 ND<1 ND<1 ND<1 ND<3 NA 9/6/2002 98.99 6.49 0.00 92.50 NA NA NA NA NA 8/7/2003 98.99 6.05 0.00 92.94 ND<1 ND<1 ND<1 ND<3 NA no sheen,no odor 12/16/2003 98.99 5.31 0.00 93.68 ND<1 ND<1 ND<1 ND<3 NA no sheen,no odor 8/19/2004 98.99 5.91 0.00 93.08 ND<1 ND<1 ND<1 ND<3 NA no sheen,no odor 1/1W-6 10/14/1996 101.99 6.32 0.00 95.67 ND<2 ND<2 ND<2 ND<5 NA no sheen,no odor 5/23/1997 101.99 5,96 0.00 96.03 ND<2 ND<2 ND<2 ND<5 NA NA 7/20/1998 101.99 6.00 0.00 95.99 ND<1 ND<1 ND<1 ND<3 NA NA 6/26/2000 101.99 5.33 0.00 96.66 ND<1 ND<1 ND<1 ND<3 NA no sheen,no odor 11/7/2000 100.10 5.40 0.00 94.70 NS NS NS NS NS no sheen,no odor 9/6/2001 100.10 6.60 0.00 93.50 NS NS NS NS NS 7/25/2002 100.10 6.75 0.00 93.35 NA NA NA NA ND<5 8/8/2002 100.10 6.67 0.00 93.43 19 ND<1 ND<1 ND<3 NA 9/6/2002 100.10 5.68 0.00 94.42 NA NA NA NA NA 8/7/2003 100.10 6.69 0.00 93.41 13 ND<1 ND<1 ND<3 NA no sheen,no odor 12/16/2003 100.10 5.81 0.00 94.29 14 ND<1 ND<1 ND<3 NA no sheen,no odor 8/19/2004 100.10 6.62 0.00 - 93.48 55 ND<1 ND<1 ND<3 NA Page 2 of 7 Table 2 - Groundwater BTEX and Elevation Data - Former Clark Site, 901 Dundee Avenue Tom's Plumbing, Inc., 514 Slade Avenue - AirTronics, Inc., 516 Slade Avenue Gee'n'Jay's, 925 Dundee Avenue Elgin, Illinois _, llf+1'i e,e,, '''m 1Nst�i'• gin• sltlatalrir�-, i .t►Hurr� ,.���.�: /..w, �Y! 4 �,.:2. ..�- >t i'z r+�, tom} > � :� om}., MW-7 11/7/2000 97.03 3.69 0.00 93.34 2,600 1,500 420 2,080 NA odor,no sheen 9/6/2001 97.03 5.30 0.00 91.73 NS NS NS NS NS 7/25/2002 97.03 5.75 0.00 91.28 NA NA NA NA <5 8/8/2002 97.03 4.88 0.00 92.15 2,500 190 810 2,680 NA 9/6/2002 97.03 4.31 0.00 92.72 NA NA NA NA NA 8/7/2003 97.03 4.43 0.00 92.60 2,300 62 600 1,100 NA odor,no sheen 12/16/2003 97.03 4.37 0.00 92.66 2,200 460 590 1,320 NA odor,no sheen 8/19/2004 97.03 5.36 0.00 91.67 2,700 130 750 1,400 NA MW-8 11/7/2000 96.47 3.61 0.00 92.86 600 160 42 690 NA no sheen,no odor 9/6/2001 96.47 4.24 0.00 92.23 NS NS NS NS NA 7/25/2002 96.47 4.08 0.00 92.39 NA NA NA NA ND<5 8/8/2002 96.47 4.14 0.00 92.33 1,900 500 430 1,730 NA 9/6/2002 96.47 3.21 0.00 93.26 NA NA NA NA NA 8/7/2003 96.47 4.18 0.00 92.29 660 9 100 190 NA no sheen,no odor 12/16/2003 96.47 3.29 0.00 93.18 570 30 66 73 NA odor,no sheen 12/16/2003 96.47 3.85 0.00 92.62 1,300 28 220 382 NA MW-9 11/7/2000 96.91 4.49 0.00 92.42 4,400 3,500 620 4,100 NA no sheen,no odor 9/6/2001 96.91 5.84 0.00 91.07 NS NS NS NS NS 7/25/2002 96.91 6.69 0.00 90.22 NA NA NA NA ND<5 8/8/2002 96.91 5.72 0.00 91.19 2,900 96 590 2,270 NA 9/6/2002 96.91 4.69 0.00 92.22 NA NA NA NA NA 8/7/2003 96.91 5.90 0.00 91.01 2,700 67 310 276 NA no sheen,no odor 12/16/2003 96.91 4.72 0.00 92.19 1,400 18 180 90 NA odor,no sheen 8/19/2004 96.91 5.56 0.00 91.35 3,700 120 390 451 NA MW-10 11/7/2000 96.44 4.82 0.00 91.62 850 95 190 1,120 NA no sheen,no odor 9/6/2001 96.44 4.87 0.00 91.57 NS NS NS NS NS 7/25/2002 96.44 4.32 0.00 92.12 NA NA NA NA ND<5 8/8/2002 96.44 4.90 0.00 91.54 550 34 290 746 NA 9/6/2002 96.44 3.85 0.00 92.59 NA NA NA NA NA 8/7/2003 96.44 4.63 0.00 91.81 540 39 410 897 NA no sheen,no odor 12/16/2003 96.44 4.09 0.00 92.35 410 24 310 508 NA odor,no sheen 8/19/2004 96.44 4.12 0.00 92.32 400 19 290 438 NA Page 3 of 7 . . Table 2 Groundwater BTEX and Elevation Data - Former Clark Site, 901 Dundee Avenue � Tom's Plumbing, Inc., 514 Stade Avenue ~ Airlronics, Inc., 516 Slade Avenue Gee'n'Jay's, 925 Dundee Avenue Elgin, Illinois " - `' � ' '` , :' , .' . �� �� :.,' raw-'1 11/7/2000 97.81 4.93 0.00 92.88 380 120 52 330 NA no sheen,no odor 9/6u001 97.81 5.71 0.00 92.10 NS NS NS NS NS 7o5/2002 97.81 4.50 0.00 e3.31 NA NA NA NA ND<5 8m/2002 97o1 4.54 0.00 93.27 490 25 150 327 NA 9m/2002 98.11 3.89 0.00 94.22 NA NA NA NA NA re-surveyed 8n/2003 98.13 4.68 0.00 93.45 360 28 83 280 NA no sheen,no odor 12/16o003 98.13 4.46 0.00 93.67 460 36 98 317 NA odor,no sheen 8/19/200* 98.13 4.50 0.00 93.63 790 36 220 726 NA MIN-'a 11n/2000 96.47 -- 0.00 dry NS NS NS NS NS dry 9/6/2001 96.47 5.64 0.00 90.83 NS NS NS NS NS 7/25/2002 96.47 5.35 0.00 91.12 NA NA NA NA ND<5 8m/2002 96.47 5.65 0.00 90.82 76 ND<1 21 6.5*1.0 NA 9/6m002 96.47 4.82 0.00 91.*5 NA NA NA NA NA 8n/2003 96.47 5.15 0.00 91.32 3.1 ND<1 ND<1 ND<3 NA no sheen,no odor 12/1em003 96.47 5.34 0.00 91.13 14 ND<1 ND<1 ND<3 NA no sheen,no odor 8/19/2004 e6.47 5.23 0.00 91.2* 1.8 ND<1 ND<1 ND<3 NA wW-13 11/7/2000 96.04 3.21 0.00 92.83 3,500 190 430 2.170 NA no sheen,no odor 9m/2001 96.04 5.44 0.00 90.60 NS NS NS NS NS 7/25/2002 96.04 5.51 0.00 90.53 NA NA NA NA ND<5 8/8/2002 96.04 5.*1 0.00 90.63 2,300 100 870 2,020 NA 9/6/2002 96.04 4.29 0.00 9175 NA NA NA NA NA 8n/2003 96.04 4.85 0.00 91.19 2,000 54 910 879 NA no sheen no odor 12/16/2003 96.04 3.69 0.00 92.35 700 50 830 1.410 NA nu sheen'noodor 8/19/2004 96.04 6.34 0.00 _ 89.70 860 27 690 516 NA ' MW-'4 11nu000 96.20 5.12 0.00 91.08 2,800 290 300 1.130 NA no sheen no odor 9/6/2001 96.20 4.94 0.00 91e6 NS NS NS NS NS ' 7/25/2002 96.20 4.85 0.00 91.35 NA NA NA NA ND<5 8m/2002 96.20 4.84 0.00 91.36 2,500 140 500 750 NA 9m/2002 96.20 3.85 0.00 92.35 NA NA NA NA NA 8/7/2003 96.20 5.00 0.00 91.20 1.600 33 350 :46 NA no sheen,no odor 12/16/2003 96.20 3.50 0.00 92.70 1.600 51 350 456 NA odor --vhoen 8/19/2004 96.20 4.70 0.00 91.50 1.300 38 350 *51 NA 'no Page 4 of 7 Table 2 Groundwater BTEX and Elevation Data Former Clark Site, 901 Dundee Avenue Tom's Plumbing, Inc., 514 Slade Avenue AirTronics, Inc., 516 Slade Avenue Gee'n'Jay's, 925 Dundee Avenue Elgin, Illinois .�! I<.� 1[11/�� .S y 111'Mtl, "•4 � Itt�ll6l���, :'s't`r.:y�;��:3..: <�, <. <._ .: .... i... .<.: ..���.:., *; .•. " ..��,t�.�,.. Aw1�i�INV�11�• ��.��::.. 1...•. x y... Air".Y'd:� m�. -�. E14vatHO11 }..... _ Wa1� Ik1et17ra11A'{u�il.}."�'s�liciiltie':,� } / =>3:.;,. '',?•,,'lilsniesu�R.�• _ .�n�°� ` lrts.°3°..r.�,. } MW-15 11/7/2000 97.29 -- 0.00 dry NS NS NS NS NS dry 9/6/2001 97.29 7.36 0.00 89.93 NS NS NS NS NS dry 7/25/2002 97.29 7.01 0.00 90.28 NA NA NA NA ND<5 8/8/2002 97.29 7.81 0.00 89.48 ND<1 ND<1 ND<1 ND<3 NA 9/6/2002 97.29 6.15 0.00 91.14 NA NA NA NA NA 8/7/2003 97.29 7.20 0.00 90.09 ND<1 ND<1 ND<1 ND<3 NA no sheen,no odor 12/16/2003 97.29 6.70 0.00 90.59 ND<1 ND<1 ND<1 ND<3 NA no sheen,no odor 8/19/2004 97.29 7.00 0.00 90.29 ND<1 ND<1 ND<1 ND<3 NA no sheen,no odor MW-16 7/12/2002 90.82 6.94 0.00 83.88 40 ND<1 ND<1 ND<3 ND<3 7/25/2002 90.82 7.39 0.00 83.43 NA NA NA NA 7.6 8/8/2002 90.82 6.88 0.00 83.94 44 ND<1 ND<1 ND<3 NA 9/6/2002 90.82 6.21 0.00 84.61 NA NA NA NA NA 8/7/2003 90.82 6.79 0.00 84.03 75 ND<1 1 ND<3 NA no sheen,no odor 12/16/2003 90.82 6.12 0.00 84.70 8.9 ND<1 ND<1 ND<3 NA no sheen,no odor 8/19/2004 90.82 7.13 0.00 83.69 25 ND<1 ND<1 ND<3 NA MW-17 7/12/2002 90.53 6.55 0.00 83.98 9.5 ND<1 ND<1 ND<3 NA 7/25/2002 90.53 7.00 0.00 83.53 NA NA NA NA ND<5 8/8/2002 90.53 6.54 0.00 83.99 6.1 ND<1 ND<1 ND<3 NA 9/6/2002 90.53 5.72 0.00 84.81 NA NA NA NA NA 8/7/2003 90.53 6.85 0.00 83.68 3.5 ND<1 ND<1 ND<3 NA no sheen,no odor 12/16/2003 90.53 5.47 0.00 85.06 6.3 ND<1 ND<1 ND<3 NA no sheen,no odor 8/19/2004 90.53 6.89 0.00 83.64 3 ND<1 ND<1 ND<3 NA MW-18 7/12/2002 89.78 6.50 0.00 83.28 9.8 ND<1 ND<1 ND<3 NA 7/25/2002 89.78 7.01 0.00 82.77 NA NA NA NA ND<5 8/8/2002 89.78 6.52 0.00 83.26 1.1 ND<1 ND<1 ND<3 NA 9/6/2002 89.78 5.50 0.00 84.28 NA NA NA NA NA 8/7/2003 89.78 6.98 0.00 82.80 67 ND<1 ND<1 ND<3 NA no sheen,no odor 12/16/2003 89.78 5.16 0.00 84.62 ND<1 ND<1 ND<1 ND<3 NA no sheen,no odor 8/19/2004 89.78 6.59 0.00 83.19 62 ND<1 ND<1 ND<3 NA MW-19 9/6/2002 96.16 4.06 0.00 92.10 5,000 630 1,300 4,770 NA 8/7/2003 96.16 5.02 0.00 91.14 3,200 80 800 1,193 NA no sheen,no odor 12/16/2003 96.16 3.67 0.00 92.49 2,400 63 610 599 NA odor,no sheen 8/19/2004 96.16 5.02 0.00 91.14 3,300 140 910 1,271 NA MW-20 9/6/2002 93.97 4.29 0.00 89.68 580 <5.0 17 <15 NA 8/7/2003 93.97 3.71 0.00 90.26 37 ND<1 ND<1 ND<3 NA no sheen,no odor 12/16/2003 93.97 3.70 0.00 90.27 7 ND<1 ND<1 ND<3 NA no sheen,no odor 8/19/2004 93.97 6.00 0.00 87.97 65 ND<1 ND<1 ND<3 NA Page 5 of 7 Table 2 Groundwater BTEX and Elevation Data -. _ Former Clark Site, 901 Dundee Avenue - Tom's Plumbing, Inc., 514 Slade Avenue - AirTronics, Inc., 516 Slade Avenue Gee'n'Jay's, 925 Dundee Avenue Elgin, Illinois pm pied**,- .,:,....;:,;L:.,1.,„„„, ' '--• s ': -.tthYlksto:FaR",':, ,("'`)4 -1/"TITT,F.1,110K Y104,-t, 111Pnl' BWAna11409; 'T".114k,:o(r4 , ,,, merif,,, ■01,, , (%,,,,r,:' ,',4iiF'; ,^S';',„1.,/,;.;" ',.!!!!!!7...r.!..,47,7*, :,T.V,:,,-„,„.. :'''. ' ' ••:',';Ifty,;''';', ..:;:',7 tiait}2!:..z., .,::: - ,',,,' ,:::1.• , :'-.,,;1,1";•' •„';, • .:::. ,:„.„,:•' V,',' ',In.,,,,,,:,::,:.. ',, ,!','; ,,,,;,,, •,,:e; '?::;,;.:.,1;','':,r,Z,:;:, i,',,,:l.t,' MW-21 9/6/2002 94.42 11.48 0.00 82.94 21 <1.0 7.8 <3.0 NA 8/7/2003 94.42 5.35 0.00 89.07 1.4 ND<1 ND<1 ND<3 NA no sheen,no odor 12/16/2003 94.42 4.29 0.00 90.13 11 ND<1 6 ND<3 NA 8/19/2004 94.42 7.12 0.00 87.30 9.4 ND<1 7.1 2.0/<1 NA MW-22 9/6/2002 96.58 5.57 0.00 91.01 3,700 66 350 990/<25 NA 8/7/2003 96.58 5.31 0.00 91.27 2,600 45 630 1,400/<10 NA no sheen,no odor 12/16/2003 96.58 4.62 0.00 91.96 900 13 210 260/<5 NA odor,no sheen 8/19/2004 96.58 6.03 0.00 90.55 790 14 290 270/<5 NA MW-23 9/6/2002 98.20 10.65 0.00 87.55 280 3.5 41 172.1 NA 8/7/2003 98.20 5.37 0.00 92.83 1,500 ND<10 200 180/<10 NA no sheen,no odor 12/16/2003 98.20 4.53 0.00 93.67 1,100 ND<10 170 140/<10 NA no sheen,no odor 8/19/2004 98.20 5.11 0.00 93.09 1,200 ND<10 190 100/<10 NA MW-24 9/6/2002 96.43 Dry 0.00 -- NA NA NA NA NA Dry 8/7/2003 96.43 5.10 0.00 91.33 9.8 ND<1 3 ND<3 NA odor,no sheen 12/16/2003 96.43 4.89 0.00 91.54 5.7 ND<1 ND<1 ND<3 NA no sheen,no odor 8/19/2004 96.43 4.84 0.00 91.59 ND<1 ND<1 ND<1 ND<3 NA MW-25 9/6/2002 93.14 12.60 0.00 80.54 130 53 2.4 61 NA 8/7/2003 93.14 11.64 0.00 81.50 31 ND<1 ND<1 13 NA no sheen,no odor 12/16/2003 93.14 9.52 0.00 83.62 ND<1 ND<1 ND<1 ND<3 NA 8/19/2004 93.14 10.86 0.00 82.28 3.1 ND<1 ND<1 ND<3 NA MW-26 8/7/2003 89.61 8.22 0.00 81.39 ND<1 ND<1 ND<1 ND<3 NA no sheen,no odor 12/16/2003 89.61 7.69 0.00 81.92 ND<1 ND<1 ND<1 ND<3 NA 8/19/2004 89.61 8.34 0.00 81.27 ND<1 ND<1 ND<1 ND<3 NA MW-27 8/7/2003 90.61 6.79 0.00 83.82 ND<1 ND<1 ND<1 ND<3 NA no sheen,no odor 12/16/2003 90.61 6.25 0.00 84.36 ND<1 ND<1 ND<1 ND<3 NA 8/19/2004 90.61 6.75 0.00 83.86 ND<1 ND<1 ND<1 ND<3 NA GJ-MW-1 1/22/1999 NS NG 0.00 - 130 1.8 ND<1 3.1 NA 12/16/2003 NS 6.60 0.00 -- 7 ND<1 ND<1 ND<3 NA 8/19/2004 NS 8.34 0.00 -- 7.7 ND<1 ND<1 ND<3 NA GJ-MW-2 1/22/1999 NS NG 0.00 -- 290 ND<1 ND<1 ND<1 NA 12/16/2003 NS 6.93 0.00 -- 120 ND<1 ND<1 ND<3 NA 8/19/2004 NS 8.25 0.00 - 190 1.5 1 2.0/<1.0 NA VRW-1 7/12/2002 98.74 3.94 0.00 94.80 4,300 1,800 720 7,600 NA 7/25/2002 98.74 4.30 0.00 94.44 NA NA NA NA ND<5 8/8/2002 98.74 3.85 0.00 94.89 3,900 1,500 860 7,200 NA 9/6/2002 98.74 3.66 0.00 95.08 NA NA NA NA NA 8/7/2003 98.74 3.91 0.00 94.83 4,200 280 2,000 8,100 NA odor,no sheen 12/16/2003 98.74 3.20 0.00 95.54 4,600 320 2,000 6,810 NA 8/19/2004 98.74 4.25 0.00 94.49 2,800 1,100 - 1,800 7,400 NA Page 6 of 7 ti Table 2 Groundwater BTEX and Elevation Data - Former Clark Site, 901 Dundee Avenue .. Tom's Plumbing, Inc., 514 Slade Avenue AirTronics, Inc., 516 Slade Avenue Gee'n'Jay's, 925 Dundee Avenue Elgin, Illinois llit6 ° ' : s. . �. ,. D�I ib �:� aiwaie t tud "u ::', Y,!...,,,,747... � .;o �,.IRt» la � � .� , Y� tt f ,,,, tht�lrtas,. WtaRwsttars !e tl1Cll•tom#s Mnse `j ��_ .:»., :om. : . m ' . : VM-1 7/12/2002 98.97 4.60 0.00 94.37 NA NA NA NA NA 7/25/2002 98.97 4.98 0.00 93.99 NA NA NA NA ND<5 8/8/2(02 98.97 4.63 0.00 94.34 3,100 610 1,600 3,690 NA 9/6/2(02 98.97 3.80 0.00 95.17 NA NA NA NA NA 8/7/2(03 98.97 4.32 0.00 94.65 3,500 140 1,600 3,110 NA odor,no sheen 12/16/2003 98.97 3.89 0.00 95.08 3,100 110 1,200 1,360 NA 8/19/2004 98.97 4.83 0.00 94.14 2,300 44 960 1,200 NA VM-2 7/12/2002 99.44 3.60 0.00 95.84 NA NA NA NA NA 7/25/2002 99.44 4.88 0.00 94.56 NA NA NA NA ND<5 8/8/2002 99.44 3.94 0.00 95.50 620 340 560 3,240 NA 9/6/2002 99.44 2.97 0.00 96.47 NA NA NA NA NA 8/7/2003 99.44 4.25 0.00 95.19 1,200 65 1,100 3,940 NA odor,no sheen 12/16/2003 99.44 3.44 0.00 96.00 1,100 38 980 3,540 NA 8/19/2(04 99.44 3.68 0.00 95.76 610 16 700 1,934 NA Class I Groundwater Cleanup Objectives 5 1,000 700 10,000 7.5 Class II Groundwater Cleanup Objectives 25 2,500 1,000 10,000 100 NOTE: 1. All wells were resurveyed to a common datum point(Well MW-4,top of casing)on November 7,2000. 2. Equivalent Water Elevation=Reference Elevation-Depth to Water+(0.75 x Product Thickness) 3. ug/L=micrograms per liter 4. Xylenea are reported as the sum of-m,-p,and-o. 5. Comments based on field observations. 6. ND<=below detection limit for the respective BTEX constituent in accordance with EPA Method 8021. 7. Tier I Groundwater Cleanup Objective per Title 35,Part 742-Tiered Approach to Corrective Action Objectives(TACO) 8. Bold values indicate a Tier 1 exceedance. 9.NA-Nct Analyzed, NS-Not Sampled Page 7 of 7 egen• - . o-2 Sal Boring by URS .8-+ Soil Boring By Burlington /I/1: . jik . MIN- .sea Soil Boring By SECOR for Clark Refining E Soil Boring By EnecoTech - . 4101111 s • _ _ Soil Boring BY ERSI Well by PetrosoN -- I ®M3 WNI By Budmglon �y,s Wall BY EneooTech ®MW-2 Well By Green Environmental Riteway Insulation / Page Avenue I • Renmedia on Well By ERSI A• I n 19 Soil Sample-UST Removal 4,17 "•— _' �• _ ,� •..w • C S-2 Sol Sample-Blender Install /• /' W,6 • ..•r a ar . n•r--. M•r--.--.r'•-r . _ . r .-J . . Property Boundary ■ Fortnrg US7 /• '' 4s5 _Former UST • 925 Dundee Avenue . A ea of Highway Pin#06-12-255-001 _ • -•••• Authority Agreement /• Area of Groundwater MW-17 — Ordinance / • GNJ-MNF, GNJ-MW-2 • • Tim Bates Auto Sales il/PS � /• Multiviajes �SS4 b Gutierrez •"r`" La Flor / .' Tacos • Q 915 Dundee Avenue /• / 9 1 • -....saw-22 MN49 MW-19 •MW-20 i pg • 4 X83 -/ MWJ CP4 _ '• VRW-1 ®GP-2 •MW.8 • g-5 MW-12 /1 • vM-2 ® MW 10• O • f• SST Exnvmrl ;'o MNF„ 516 Slade Avenue / • Pin#06-12-255-003 and /. ./ ® • •mw. 2' MW-24 Pin*06-12-255-011 /• \ Airtronics Gage and Machine,Inc. t/ -• Tom's /• �9_+' `- �o Pn Plumbing '/ ,.f 1dt�U�.; srL ^F�, - Inc. MW-15 A' /• /• a-■' 514 Slade Avenue In / q�-0 �7 g Pin*06-12-255-010 1 E • I. S • I a0`.i�hT The Premcor Refining Group Inc. Drawn by:WEC Figure 3 •• • _ • I `��*�* ERS of Illinois,Inc. Former Clark Store 1!0563 Site Map with HAA y ' jr '' 2270ComellAvenue Date: 11/6!03 and Groundwater Slade Avenue ' �� 901 Dundee Avenue Ordinance Area `� Montgomery,Illinois Elgin,Illinois Project Number 199-001-055 •�� ., Ph.(630)896-4090 ���i January 22, 2009 NORTHWEST .1 TO: Mayor and Members of the City Council FROM: Olufemi Folarin, City Manager Richard G. Kozal, Assistant Corporation Counsel SUBJECT: Execution of a Highway Authority Agreement with Premcor Refining Group, Inc. and Attendant Adoption of Groundwater Ordinance Limiting Access to Potentially Contaminated Soil or Groundwater in the Public Right-of-Way (901, 915 and 925 Dundee Avenue and 514 and 516 Slade Avenue) PURPOSE This memorandum is providing the Mayor and members of the City Council with information for considering the execution of a Highway Authority Agreement with Premcor Refining Group, Inc. and the adoption of a groundwater ordinance limiting access to potentially contaminated soil or groundwater in the public right-of-way located at 901, 915 and 925 Dundee Avenue and 514 and 516 Slade Avenue. RECOMMENDATION The Mayor and members of the City Council should approve the execution of a Highway Authority Agreement with Premcor Refining Group, Inc. and attendant groundwater ordinance limiting access to potentially contaminated soil or groundwater in the public right-of-way located at 901, 915 and 925 Dundee Avenue and 514 and 516 Slade Avenue. BACKGROUND Overview of Environmental Regulations The Illinois Environmental Protection Agency (IEPA) administers a voluntary cleanup program for contaminated properties referred to as "brownfields." The IEPA's "Site Remediation Program" (SRP) establishes investigation and cleanup guidelines for sites where there is a release or threatened release of hazardous substances, pesticides, or petroleum. Once a site owner has completed the program, the IEPA issues a "No Further Remediation" (NFR) letter stating the cleanup is satisfactory for the site's intended use and the owner has no additional responsibility for completing an approved cleanup plan. (The IEPA and Region V of the US EPA have a formal agreement whereby the federal government also recognizes the NFR.) The SRP promotes risk-based, site-specific cleanup. This means that the cleanup objectives for a site are derived from the intended use of the redeveloped site, the potential for exposure to t • Highway Authority Agreements and Groundwater Ordinances January 22, 2009 Page 2 contaminants, and actual site conditions. By example, the cleanup objectives for a park or residential development would be different than if the same site was going to be redeveloped as a parking lot or industrial facility. The IEPA issues (NFR letters to program applicants who have successfully demonstrated, through proper investigation and, where warranted, remedial actions, that all environmental conditions at their remediation sites do not present a significant risk to human health or the environment. The NFR letter is considered prima facie evidence that the site does not constitute a significant risk of harm to human health and the environment, so long as the site is utilized in accordance with the terms of the NFR letter. Cleanup Objectives The guidelines for determining risk-based, site-specific cleanup objectives are given in the state's Tiered Approach to Corrective Action Objectives (TACO) (35 Ill Adm Code 742). In the first tier of analysis, a site owner, with help from an environmental consultant and the IEPA, compares sampling results to tables that show the strictest cleanup levels for all potential contaminants. If the sampling results exceed the values listed in the tables, the owner can either describe to the IEPA the area of concern or move on to a tier-two analysis. Tier-two involves calculating the human health risk posed by the sampling results. Tier-three, an even more sophisticated analysis, takes site-specific options into account. The tier of analysis an owner uses depends both on the complexity of the environmental concerns and the cost of obtaining various levels of information about the site. Benefits of Supporting Risk-Based Site Cleanups The City recognizes that developers and end-users that purchase brownfield properties want the release from liability that is provided by the NFR. As a protector of human health and the environment, it follows that the City should support risk-based site cleanups and encourage private parties to enter sites in the SRP so those affected properties remain viable in the marketplace. For these reasons, the City is proposing the establishment of two "institutional controls" for contaminated properties allowed under the TACO guidelines—a model "Highway Authority Agreement" and an attendant ordinance restricting groundwater use in the area governed by the Highway Authority Agreement. Highway Authority Agreement "Highway Authority Agreements" (also known as a "right-of-way agreements") are entered into by the site owner/SRP applicant and the City. As part of the agreement, the site owner analyzes and documents contamination from the site that has affected the public right-of-way. Under the terms of the highway authority agreement, the City agrees to use its permitting process to limit access to the contamination. When road and utility workers or others need to access the soil or groundwater in the right-of-way, appropriate safety measures and proper disposal of any contaminated material must be arranged. (The criteria that must be satisfied in order to use the City's highway authority agreement is codified at 35 Ill Adm Code 742.1020.) + i . Highway Authority Agreements and Groundwater Ordinances January 22, 2009 Page 3 Site owners pay the City$2,500 for entering into the agreement. The fee is designed to offset the City's costs for reviewing and administering the highway authority agreement. Should the City ever fail to limit access to the contaminated area in accordance with the agreement, its liability is expressly limited to $2,500 in damages. The highway authority agreement does not prohibit the City from constructing, reconstructing, improving, repairing, or maintaining and operating the right-of-way. And in the event the City is required to dispose of contaminated soil or groundwater, the highway authority agreement requires the site owner to reimburse the City for the costs incurred by the City for such remediation. Groundwater Ordinance To limit the potential for persons to be exposed to contaminants by ingesting groundwater, an ordinance prohibiting the installation of any new potable water supply wells within the right-of- way described in the highway authority agreement is required. Although the likelihood of establishing a potable water supply well within the public right-of-way is practically non- existent, the adoption of such a groundwater ordinance is a required "institutional control" under the IEPA's TACO guidelines to ensure groundwater contamination is not a potential source of exposure to the public. Site owners enrolled in the SRP, however, must still test and report groundwater impacts from their site in order to obtain an NFR letter. Right-of-Way Requiring Highway Authority Agreements and Groundwater Ordinances The property owner (Premcor Refining Group, Inc.) of 901 Dundee Avenue, the sight of a former Clark gas station, has enrolled in the IEPA's SRP. During the site investigation, soil and groundwater contamination was detected on the property and appears to extend beneath the City's right-of-way at 901, 915 and 925 Dundee Avenue as well as 514 and 516 Slade Avenue. The IEPA has reviewed the site data and is requesting that the property owner enter into a highway authority agreement with the City. Under the terms of the agreement (as described above), the City agrees to prohibit the use of contaminated groundwater as a potable or domestic water supply and to limit access to the contaminated soil in the identified right-of-ways. The proposed ground water ordinance affecting the right-of-way is attached for reference. In the event the City is required to dispose of contaminated soil or groundwater from the portion of the right-of-way identified within the agreement, the owner will reimburse the City for its reasonable costs incurred with such remediation. Premcor Refining Group has tendered a check in the amount of$2,500 to the City as consideration for the City entering into the proposed highway authority agreement. COMMUNITY GROUPS/INTERESTED PERSONS CONTACTED None FINANCIAL IMPACT The fee paid to the City for entering into a highway authority agreement is $2,500 and will be considered revenue in the General Fund. Highway Authority Agreements and Groundwater Ordinances January 22, 2009 Page 4 LEGAL IMPACT None ALTERNATIVES 1. The City Council may choose to adopt the proposed highway authority agreement and groundwater ordinance as drafted or any suitable portions. 2. The City Council may choose to decline adopting the proposed highway authority agreement and groundwater ordinance. Respectfully submitted for Council consideration. RGK Attachment `��OF ECi �' City of Elgin Memorandum O/LI FAD‘“' Date: March 6, 2009 To: Mary Giffort, Paralegal From: Jennifer Quinton, Deputy City Clerk Subject: Resolution No. 09-25, Regarding the agreement with Premcor Refining Group, Inc. (901, 915, 925 Dundee Avenue, and 514, 516 Slade Avenue) Enclosed please find the above referenced agreement. Please distribute to the appropriate parties and if needed, retain a copy for your records. If you have any questions please feel free to contact our office 847-931-5660 and we will do our best to assist you. Thank you.