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Resolutions - 2014.07.16 - 21399
PLANNING & BUILDING COMMITTEE PLANNING & BUILDING COMMITTEE Motion carried unanimously on a roll call vote with Woodward absent. MISCELLANEOUS RESOLUTION #14158 July 16, 2014 BY: Planning and Building Committee, Jim Runestad, Chairperson IN RE: ECONOMIC DEVELOPMENT AND COMMUNITY AFFAIRS - RESOLUTION APPROVING THE PROVISIONS OF A BROWNFIELD PLAN FOR THE 6756 DIXIE HIGHWAY PROJECT IN INDEPENDENCE TOWNSHIP To the Oakland County Board of Commissioners Chairperson, Ladies and Gentlemen: WHEREAS the Oakland County Board of Commissioners, pursuant to and in accordance with the provisions of the Brownfield Redevelopment Financing Act, being Act 381 of the Public Acts of the State of Michigan of 1996, as amended (the "Act"), have established a redevelopment of Brownfields Redevelopment Authority and Board (OCBRA) to facilitate the cleanup and redevelopment of Brownfields within Oakland County's communities; and WHEREAS the 6756 Dixie Highway, Independence Township (the 'Property") is an environmental hazard, a "facility" under state statute and a non-producing parcel; and WHEREAS a Brownfield clean up and redevelopment plan (the "Plan") has been prepared to restore the environmental and economic viability to a portion of this parcel, which is split out from its parent parcel; and WHEREAS pursuant to OCBRA by-laws, a local committee has been appointed, participated in discussions regarding the proposed plan and project, reviewed the plan, and recommends its approval; and WHEREAS Independence Township has reviewed the Plan, and has been provided a reasonable opportunity to express views and recommendations regarding the Plan in accordance with Sections 13 (13) of the Act, and has concurred with the provisions of the Plan; and WHEREAS the OCBRA, pursuant to and in accordance with Section 13 of the Act, has approved a resolution (attached) adopting the Plan, and recommends the adoption of the Plan by the Oakland County Board of Commissioners to be carried out within Independence Township relating to the 6756 Dixie Highway redevelopment in Independence Township NOW THEREFORE BE IT RESOLVED that the Oakland County Board of Commissioners does hereby adopt the Brownfield Redevelopment Plan to be carried out in Independence Township, relating to the 6756 Dixie Highway redevelopment. BE IT FURTHER RESOLVED that a public hearing on the adoption of the Brownfield Plan approved by the Oakland County Brownfield Redevelopment Authority for 6756 Dixie Highway redevelopment in Independence Township shall be held on July 16, 2014 at 7:15 AM in the Oakland County Board of Commissioners' Auditorium, 1200 North Telegraph Road, Pontiac, Michigan. Chairperson, on behalf of the Planning & Building Committee, I move the adoption of the foregoing resolution. RESOLUTION TO APPROVE A BROWNFIELD REDEVELOPMENT PLAN FOR THE 6756 DIXIE HWY CHARTER TOWNSHIP OF INDEPENDENCE BROWNFIELD SITE JUNE 16,2014 WHEREAS, the 6756 Dixie Hwy. site has been a environmental hazard, a "facility' under state statute, and a non-producing parcel for many years; and WHEREAS, a clean up and redevelopment plan has been established to restore the environmental and economic viability of this parcel; and WHEREAS, a local host committee consisting of Independence Township Supervisor Pat Kittle and the OCBRA' s Dan Hunter met and approved this project on May 28, 2016; and WHEREAS, the Charter Township of Independence has passed a resolution supporting the project at their June 10, 2014 Township board meeting; and WHEREAS, the BRA Board has reviewed the proposed plan; now, THEREFORE, BE IT RESOLVED, the Brownfield Plan for the 6756 Dixie Hwy project was approved by the OCBRA on June 16, 2014 by a majority vote of 7 yeas to 0 nays; and BE IT FURTHER RESOLVED, to recommend the adoption of this plan by the Oakland County Board of Commissioners, and its Planning & Building and Finance Committee's Yeas- Hunter, Lerminiaux, Trigger, Webster, Williams, Wilson, Woodward Nays- Abstained- Absent- Secretary, Oakland County Brownfield Redevelopment Authority TOWNSHIP OFFICES (248) 625-5111 FAX: (248) 625-2585 PATRICK J. KITTLE Supervisor BARBARA A. PALLOTTA Clerk PAULA. BROWN Treasurer TOWNSHIP TRUSTEES JOSE ALIAGA DAVID LOHMEIER RONALD A. RITCHIE ANDREA K. SCHROEDER CHARTER TOWNSHIP OF INDEPENDENCE 6483 WALDON CENTER DRIVE CLARKSTON, MICHIGAN 48346 WWW.incietwp.com STATE OF MICHIGAN COUNTY OF OAKLAND CHARTER TOWNSHIP OF INDEPENDENCE RESOLUTION 2014-018 At a Regular Meeting of the Board of Trustees of the Charter Township of Independence, County of Oakland, State of Michigan, held on June 10, 2014, the following Resolution was moved, supported and adopted: Resolution of Understanding releasing 6756 Dixie Highway; Brownfield Redevelopment Project to Oakland County Brownfield Redevelopment Authority (OCBRA) to administer as presented: Motion #2014-06-106-a: Moved by Trustee Ritchie Seconded by Trustee Schroeder WHEREAS, Independence Township has a Brownfield project commonly known as 6756 Dixie Hwy that it would like to have reviewed and processed by the Oakland County Brownfield Redevelopment Authority; WHEREAS, The Oakland County Brownfield Redevelopment Authority was created by Oakland County pursuant to MCL 125.2651 et seq. to assist jurisdictions like the Independence Township; WHEREAS, The Oakland County Brownfield Redevelopment Authority is prepared to assist Independence Township by reviewing the proposed 6756 Dixie Hwy project, provided that Independence Township acknowledges certain rights that the Oakland County Brownfield Redevelopment Authority has, to wit: • OCBRA intends to collect an administrative fee of $1,500.00 per year for the length of the Brownfield plan; and • OCBRA will capture and collect an amount of $20,000 from the project that will be placed in the OCBRA revolving loan fund for future remediation projects; and WHEREAS Independence Township will have the opportunity to provide public comment on any Brownfield plan (including the amount of the administrative fee to be collected and the amount that will be captured for the revolving loan fund) before it is finally adopted by the OCBRA and/or the Oakland County Board of Commissioners. NOW THEREFORE BE IT RESOLVED, That Independence Township REQUESTS that the OCBRA undertake review of the 6756 Dixie Hwy Project; and BE IT FURTHER RESOLVED, That Independence Township ACKNOWLEDGES and UNDERSTANDS that OCBRA intends to collect certain administrative fees and certain taxes for its revolving loan fund, which will be specified in detail in any Brownfield Plan before it is finally adopted. Yes: All No: None Absent: None MOTION CARRIED Barbara A. Pallotta, duly elected Clerk of the Charter Township of Independence; do hereby certify that the foregoing constitutes a true and complete copy of a resolution adopted by the Charter Township of Independence Board at a Regular Meeting duly called and held on Tuesday, the tenth day of Stine, 2014, Barbara A. Pallotta, CMC Township Clerk TOWNSHIP OFFrCES (248) 625-5111 FAX (248) 625-2585 PATRICK J. KITTLE Supervisor BARBARA A. PALLOriA Clerk PAULA. BROWN Treasurer TOWNSHIP TRUSTEES JOSE ALJAGA DAVID LOHMEIEFI RONALD A. RITCHIE ANDREA K. SCHROEDER CHARTER TOWNSHIP OF INDEPENDENCE 6483 WALDON CENTER DRIVE CLARKSTON, MICHIGAN 48346 www.indetwp.com STATE OF MICHIGAN COUNTY OF OAKLAND CHARTER TOWNSHIP OF INDEPENDENCE RESOLUTION 2014-019 At a Regular Meeting of the Board of Trustees of the Charter Township of Independence, County of Oakland, State of Michigan, held on June 10, 2014, the following Resolution was moved, supported and adopted: Adoption of Resolution concurring with the provisions of a Brownfield Plan adopted by the Oakland County Brownfield Redevelopment Authority for 6756 Dixie Highway as presented: Motion #2014-06-106-b: Moved by Trustee Ritchie Seconded by Trustee Schroeder WHEREAS, The Oakland County Board of Commissioners, pursuant to and in accordance with the provisions of the Brownfield Redevelopment Financing Act, being Act 381 of the Public Acts of the State of Michigan of 1996, as amended (the "Act"), have established a Brownfield Redevelopment Authority and Board (OCBRA) to facilitate the clean-up and redevelopment of Brownfields within Oakland County's communities; and WHEREAS, The property located at 6756 Dixie Hwy in Independence Township is an environmental hazard, a "facility under state statute; and WHEREAS, A Brownfield clean up and redevelopment plan (the "Plan") has been prepared to restore the environmental and economic viability of this parcel which the OCBRA has reviewed and approved; and WHEREAS, Pursuant to OCBRA by-laws, a local committee has been appointed, participated in discussions regarding the proposed plan and project, reviewed the plan, and recommends its approval; and WHEREAS, The OCBRA, pursuant to and in accordance with Section 13 of the Act, shall consider recommending that the Oakland County Board of Commissioners approve the Brownfield Plan to be carried out within the Township of Independence, relating to the redevelopment of the property located at 6756 Dixie Hwy; and WHEREAS, The members of the Township Board have reviewed the Plan, and have been provided a reasonable opportunity to express their views and recommendations regarding the Plan in accordance with Sections 13(13) of the Act; and NOW THEREFORE BE IT RESOLVED THAT, The Board of Trustees of the Charter Township of Independence hereby CONCURS with the provisions of the Plan including approval of the Plan by the Oakland County Board of Commissioners and implementation of the Plan by the Oakland County Brownfield Redevelopment Authority. BE IT FURTHER RESOLVED, That should any section, clause or phrase of this Resolution be declared by the courts to be invalid, the same shall not affect the validity of this Resolution as a whole nor any part thereof other than the part so declared to be invalid; and BE IT FURTHER RESOLVED, That all resolutions or parts of resolutions in conflict with any of the provisions of this Resolution are hereby repealed. Yes: All No: None Absent: None MOTION CARRIED I, Barbara A. Pallotta, duly elected Clerk of the Charter Township of Independence; do hereby certify that the foregoing constitutes a true and complete copy of a resolution adopted by the Charter Township of Independence Board at a Regular Meeting duly called and held on Tuesday, the tenth day of June, 2014. 490,11014_ Barbara A. Pallotta, CMC Township Clerk ENVIRONMENTAL FiGh, Welt Ilbrw:cleg.J Detroit 4080 W. 11 Mlle Road Berkley, MI 48072 f: 877.884.6775 t: 248.336.9988 Lansing 3340 Ranger Road Lansing, MI 48906 f: 877.884.6775 t: 517.321.3331 Grand Rapids 820 Monroe Ave. NW, Suite 433 Grand Rapids, MI 49503 f: 877.884.6775 t: 616.285.8857 OAKLAND COUNTY F3ROWNFIELD REDEVELOPMENT AUTHORITY BROWNFIELD PLAN May 16, 2014 FOR THE FORMER GASOLINE DISPENSING STATION LOCATED AT 6756 DIXIE HIGHWAY, INDEPENDENCE TOWNSHIP, MI Prepared on Behalf of: Clarkston Dix Properties, LCC 40700 Woodward Avenue, Suite 250 Bloomfield Hills, Michigan 48304 Contact Person: Mr. Kevin Denha Telephone: (248) 865-0900 x 103 Prepared By: PM Environmental, Inc. 4080 West Eleven Mile Road Berkley, Michigan 48072 Contact Person: Jessica Besaw Telephone: (248) 336-9988 ENVIRONMENTAL & ENGINEERING SERVICES NATIONWIDE WWW.PMENV.COM I 1.880.313.2966 Brownfield Plan for the Former Gasoline Dispensing Station Located at 6756 Dixie Highway, Independence Township, Ml PM Project No. 02-818-6; May 16, 2014 TABLE OF CONTENTS PROJECT SUMMARY 1 I. INTRODUCTION AND PURPOSE 2 II. GENERAL DEFINITIONS AS USED IN THIS PLAN 2 III. BROWNFIELD PROJECT 3 SUBJECT PROPERTY 3 PROJECT DESCRIPTION 3 IV. BROWNFIELD PLAN ELEMENTS 4 A. Description of Costs to Be Paid for with Tax Increment Revenues and Summary of Eligible Activities 4 B. Estimate of Captured Taxable Value and Tax Increment Revenues 5 C. Method of Financing and Description of Advances by the Municipality 5 D. Maximum Amount of Note or Bonded Indebtedness 5 E. Beginning Date and Duration of Brownfield Plan 5 F. Estimated Impact of Tax Increment Financing on Revenues of Taxing Jurisdictions 6 G. Legal Description, Property Map, Statement of Qualifying Characteristics and Personal Property 6 H. Displacement and Relocation of Individuals on Eligible Property 7 I. Description of Proposed Use of Local Site Rernediation Revolving Fund 7 J. Other Material that the Authority or Governing Body Considers Pertinent 7 APPENDICES Appendix A Appendix B Appendix C Appendix D Appendix E Legal Description Property Location Maps and Current Site Photos Conceptual Site Plan and Representative/Comparable Project Renderings Baseline Environmental Assessment/Documentation of a "facility" Tax Increment Financing Estimates PM Environmental, Inc. Table of Contents Page i PROJECT SUMMARY Brownfield Plan for the Gasoline Dispensing Station Located at 6756 Dixie Highway, Independence Township, MI PM Project No. 02-818-6; May 16, 2014 Clarkston Dix Properties, LLC The property is located in Township Four (4) North (T. 4N), Range Nine (9) East (R. 9E), Section 29, Independence Township, Oakland County, Michigan. Property is determined to be a 'facility" Baseline Environmental Assessments, Due Care Activities, Additional Response Activities, Demolition, Asbestos Activities, Brownfield Plan Preparation $84,102 (plus a 15% contingency of $11,100) Approximately 19 years (with an additional 5 years reimbursement to the OCBRA LSRRF) Approximately $1.75 million - $2 million total The project consists of the demolition of an existing vacant gasoline service station and the removal of the existing underground storage tank (UST) system and contaminated soil for the new construction of a commercial retail The property has been vacant since 2009 and is situated at a prominent intersection in the Township. This project will bring an underutilized property back to reuse, act as a catalyst for future improvements in the area, and increase the taxable value. An estimated 15 full-time jobs, 5-10 part-time jobs, and 50 construction jobs are anticipated to be created as a result of this development. Project Name: Project Location: Type of Eligible Property: Eligible Activities: Reimbursable Costs: Years to Complete Estimated Capital Investment: Project Overview: PM Environmental, Inc. Page 1 Brownfield Plan for the Gasoline Dispensing Station Located at 6756 Dixie Highway, Independence Township, MI PM Project No. 02-818-6; May16, 2014 I. INTRODUCTION AND PURPOSE In order to promote the revitalization of environmentally distressed and blighted areas within the boundaries of Oakland County (the County"), the County has established the Oakland County Brownfield Redevelopment Authority (OCBRA) the "Authority" pursuant to the Brownfield Redevelopment Financing Act, Michigan Public Act 381 of 1996, as amended ("Act 381"). The primary purpose of this Brownfield Plan ("Plan") is to promote the redevelopment of and private investment in certain Brownfield properties within the County. Inclusion of property within this Plan will facilitate financing of environmental response and other eligible activities at eligible properties, and will also provide tax incentives to eligible tax payers willing to invest in revitalization of eligible sites, commonly referred to as Brownfields. By facilitating redevelopment of Brownfield properties, this Plan is intended to promote economic growth for the benefit of the residents of the County. The Property is currently zoned MS: Motor Vehicle Service Station, is commercially developed, and located in an area of the Independence Township in Oakland County characterized by commercial properties. The identification or designation of a developer or proposed use for the eligible property that is subject to this Plan shall not be integral to the effectiveness or validity of this Plan. This Plan is intended to apply to the eligible property identified in this Plan and, to identify and authorize the eligible activities to be funded. Any change in the proposed developer or proposed use of the eligible property shall not necessitate an amendment to this Plan, affect the application of this Plan to the eligible property, or impair the rights available to the Authority under this Plan. This plan is intended to be a living document, which may be modified or amended as necessary to achieve the purposes of Act 381. The applicable sections of Public Act 381, as amended are noted throughout the plan for reference purposes. This Brownfield Plan contains information required by Section 13(1) of Act 381. This Brownfield Plan is a single phase associated with the redevelopment of the property. II. GENERAL DEFINITIONS AS USED IN THIS PLAN Terms used in this Brownfield Plan are defined as provided in the following statutes, as appropriate: The Brownfield Redevelopment Financing Act, 1996 Mich. Pub. Acts. 502 which amended Pub. Act 381, M.C.L. § 125.2651 et seq., as amended. PM Environmental, Inc. Page 2 Brownfield Plan for the Gasoline Dispensing Station Located at 6756 Dixie Highway, Independence Township, MI PM Project No. 02-818-6; May 16, 2014 III. BROWNFIELD PROJECT SUBJECT PROPERTY The subject property consists of two (2) legal parcels totaling 1.29 acres with a street address of 6756 Dixie Highway, Independence Township, Michigan. The tax ID numbers of the subject property is 08-29-328-008 and 08-29-328-009. The parcel numbers and legal descriptions are also included in Appendix A. This parcels and all tangible personal property located thereon will comprise the eligible property and is referred to herein as the "Property". The Property is considered "eligible property" as defined by Act 381, Section 2 because (a) the Property was previously utilized or is currently utilized for a commercial purpose; and (b) the Property is determined to be a "facility" as defined by Act 381. 6756 Dixie Highway (08-29-328-008 and 08-29-328-009) The subject property consists of two adjoining parcels both associated with the current gasoline dispensing station. Original development of the subject property occurred prior to 1940 with a building consistent with a gasoline service station. The original gasoline service station building was demolished, when the current building was constructed in 1970. City directories indicate the operations included automotive service from at least 1957 to approximately 2009. The current building was remodeled in 1992 to the current configuration, which included a car wash and small convenience store area. The building has been vacant since approximately 2009. Identification of the Property as a "Facility" Real estate that is contaminated by a release from a UST system is a "property" pursuant to Part 213. "Contaminated" is defined in Part 213 as the presence of a regulated substance in soil, surface water, groundwater, or air that has been released from a UST system at a concentration exceeding the level set forth in the RBCA tier I screening levels established under section 20120a(1)(a) and (b) of NREPA. A location where a release has occurred or a threat of release exists from an underground storage tank system, excluding any location where corrective action was completed which satisfies the applicable RBSL or SSTL is a "Site" pursuant to Part 213. Contaminant concentrations identified on the subject property in soil and/or groundwater indicated exceedances the GCC/RBSLs established under section 20120a(1) of NREPA, as revised by the MDEQ on December 30, 2013. Specifically, the Part 213 DWP/DW, GSIP, and Residential SVII RBSLs were exceeded. The subject property is also an open LUST site. Therefore, the subject property is a "property" and a "site" in accordance with Part 213 of P.A. 451, as amended. PROJECT DESCRIPTION Clarkston Dix Properties, LLC intends to demolish the existing vacant gasoline dispensing station, remove the existing underground storage tank (UST) system and contaminated soil and construct approximate 6,000 — 7,000 square foot commercial building. The building will be PM Environmental, Inc. Page 3 Brownfield Plan for the Gasoline Dispensing Station Located at 6756 Dixie Highway, Independence Township, MI PM Project No, 02-818-6; May 16, 2014 divided into multiple tenant spaces and will have a brick and limestone facade. It is anticipated that the building will be located facing towards the intersection where South Main Street and Dixie Highway meet, with parking constructed behind the building. Landscaped areas and groomed grass will fill in the remaining areas of the property. Clarkston Dix Properties, LLC intends to use brownfield redevelopment tax increment financing to reimburse the cost of eligible activities needed to prepare the property for proper redevelopment and reuse. This project will include baseline environmental assessments, due care activities, additional response activities, building and site demolition, a pre-demolition asbestos survey and subsequent abatement, and preparation of the brownfield plan. Preliminary concept site plans are included in Appendix C. IV. BROWNFIELD PLAN ELEMENTS A. Description of Costs to Be Paid for with Tax Increment Revenues and Summary of Eligible Activities (Sec. 13 (1)(a),(b)) Tax Increment Financing revenues will be used to reimburse the costs of "eligible activities" (as defined by Section 2 of Act 381, as amended) as permitted under the Brownfield Redevelopment Financing Act that include: Baseline Environmental Site Assessments, Due Care Activities, Additional Response Activities, Demolition, Asbestos Surveys and Abatement, and preparation of a Brownfield Plan as described in this Plan. A complete listing of these activities is included in Table 1 of Appendix E. The following eligible activities and budgeted costs are intended as part of the development of the property and are to be financed solely by the developer. The Authority is not responsible for the cost of eligible activities and will incur no debt. Baseline Environmental Site Assessment Activities; A BEA at a cost of $2,500. Due Care; includes characterization and verification sampling of soil and soil gas to assess and ensure direct contact a vapor intrusion concerns are eliminated at an estimated cost of $7,500. Additional Response Activities; includes contaminated soil disposal and verification sampling associated with development activities (i.e. footings, utility lines etc.) at an estimated cost of $19,500. Demolition; including building demolition (incl. backfill of footing voids, regrading, etc.) and site demolition (incl. removal of asphalt and concrete, guard rails, fencing, roof top unit, freon, light poles, dumpster enclosure, island canopies, etc.) at an estimated cost of $30,402. Asbestos Activities; Pre-renovation asbestos containing materials survey and abatement at an estimated cost of $16,600. Preparation of Brownfield Plan and associated activities (e.g. meetings with OCBRA, etc.) at a cost of approximately $7,600. A 15% contingency of $11,100 is established to address unanticipated environmental and/or other conditions that may be discovered through the implementation of site activities. PM Environmental, Inc. Page 4 Brownfield Plan for the Gasoline Dispensing Station Located at 6756 Dixie Highway, Independence Township, MI PM Project No. 02-818-6; May 16, 2014 All activities are intended to be "Eligible Activities" under the Brownfield Redevelopment Financing Act. The total estimated cost of Eligible Activities subject to repayment or reimbursement from tax increment revenues is approximately $84,102 with a potential $11,100 contingency, resulting in an approximate total, to not exceed cost of $95,202. In addition to the Eligible Activities described above, this Plan includes administrative fees for the ROBRA at $1,500/year totaling approximately $36,000 and capture of local available taxes for 5 years following developer reimbursement for the Local Site Remediation Revolving Fund (LSRRF) totaling $20,000. B. Estimate of Captured Taxable Value and Tax Increment Revenues (Sec. 13(11(c)) Incremental taxes on real property included in the redevelopment project will be captured under this Brownfield Plan to reimburse eligible activity expenses. Tax increment revenue capture is estimated to begin in 2015. The effective base taxable value of the land and real property is $206,110; no personal property is associated with the site. The estimated taxable value of the completed development is $525,000 beginning in 2015. Tax increment revenue assumes a one-year phase-in for completion of the redevelopment, which has been incorporated into the tax impact and cash flow assumptions for this plan. An annual increase in taxable value of 1% has been used for calculation of future tax increments in this plan. The OCBRA will continue capturing tax increment revenues for 5 years following payback, to build the Local Site Remediation Revolving Fund (LSRRF). The estimated captured taxable value and tax increment revenues for the Property and millages levied by the taxing jurisdictions for each year of the plan are presented in Table 2 in Appendix E. C. Method of Financing and Description of Advances by the Municipality (Sec. 13(1)(d)) Redevelopment activities at the property will be initially funded by Clarkston Dix Properties, LLC. Costs for eligible activities funded by Clarkston Dix Properties, LLC will be repaid under the Michigan brownfield redevelopment financing program with incremental taxes generated by future development of the property. No advances will be made by the OCBRA for this project. D. Maximum Amount of Note or Bonded Indebtedness (Sec. 13(1)(e)) Oakland County will not incur a financial note or bonded indebtedness for this project. Therefore, a reporting on indebtedness is not required. E. Beginning Date and Duration of Brownfield Plan (Sec. 13(1)(f)) The duration of this Plan should be not less than the period required to reimburse all eligible activities plus five years for additional capture to build the LSRRF. The approval date of the Brownfield Plan by the County Board of Commissioners will mark the beginning of the reimbursement period, unless modified at the discretion of the County as allowed under Act 381. In no event, however, shall this Plan extend beyond the maximum term allowed by Section 13(22) of Act 381 for the duration of this Plan, currently limited to 30 years. PM Environmental, Inc. Page 5 Brownfield Plan for the Gasoline Dispensing Station Located at 6756 Dixie Highway, Independence Township, MI PM Project No. 02-818-6; May 16, 2014 F. Estimated Impact of Tax Increment Financing on Revenues of Taxing Jurisdictions (Sec. 13(1)(g)) Tax increments are projected to be captured and applied to (i) reimbursement of eligible activity costs and payment of OCBRA administrative fees, and (ii) make deposits into the OCBRA's LSRRF, as follows: Total Activities Funded by TIE Estimated Costs Developer Reimbursement (including a 15% contingency) $ 95,202 Capture for Local Site Remediation Revolving Fund $ 20,000 OCBRA Administrative Fees $ 36,000 Total $ 151,202 Taxes will continue to be generated to taxing jurisdictions on local captured millages at the base taxable value of $206,110 throughout the duration of this plan totaling approximately $89,448 or $3,727 annually as presented in the table below. Local Taxes - Millage Taxes Generated County Operating 4.1900 $ 864 Parks and Rec Oakland County 0.2415 $ 50 HCMA DC (Parks) 0.2146 $ 44 General 1.0193 $ 210 Fire 3.5188 $ 725 Police 2.9500 $ 608 Safety Path 0.3023 $ 62 OCC Vot 1.5844 $ 327 Oak Int Sch Vot 3.1687 $ 653 Oak Int Sch All 0.2003 $ 41 Library 0.6910 $ 142 Total Local Taxes (capturable) 18.0809 $ 3,727 Non-capturable millages and school millages will see an immediate increase in tax revenue following redevelopment and will provide anticipated additional tax revenue of $281,858 throughout the duration of this plan. For a complete breakdown of the captured millages and developer reimbursement please see "Table 2" in Appendix E. G. Legal Description, Property Map, Statement of Qualifying Characteristics and Personal Property The legal description of the property included in this plan is attached in Appendix A. A map of the Project location and site drawings is included in Appendix B and C. PM Environmental, Inc. Page 6 Brownfield Plan for the Gasoline Dispensing Station Located at 6756 Dixie Highway, Independence Township, MI PM Project No. 02-818-6; May 16, 2014 A copy of the Baseline Environmental Assessment (BEA) text, figures, and tables, which documents the status of the Property as a "facility", is included in Appendix D. H. Displacement and Relocation of Individuals on Eligible Property (Sec. 13(i-I)) No displacement of residents or families is expected as part of this project. I. Description of Proposed Use of Local Site Rernediation Revolving Fund (Sec. 13(m)) Use of a Local Site Remediation Revolving Fund is not part of the scope of this project. J. Other Material that the Authority or Governing Body Considers Pertinent (Sec. 13(n)) None PM Environmental, Inc_ Page 7 VI 0 NM ENTAL Appendix A Environmental & Engineering Services Legal Description: Parcel J-08-29-328-008 T4N, R9E, SEC 29 SUPERVISOR'S PLAT NO 9 LOT 54 EXC BEG AT SW LOT COR, TH ALG CURVE TO LEFT, RAD 1692.60 FT, CHORD BEARS N 42-20-21 W 54.08 FT, DIST 54.08 FT, TH N 70-03-30 E 105 FT, TN N 19-56-34 W 20 FT, TH N 73-05-00 E 78.29 FT, TH S 00-05-00 W 70.12 FT, TH S 70-03-30 W 138.56 FT TO BEG, ALSO EXC E 10 FT THEREOF TAKEN FOR ORTONVILLE RD 3-27-91 COR L 11773 P 897 Parcel J-08-29-328-009 T4N, R9E, SEC 29 SUPERVISOR'S PLAT NO 9 LOT 53, ALSO PART OF LOT 54 BEG AT SW LOT COR, TH ALG CURVE TO LEFT, RAD 1692.60 FT, CHORD BEARS N 42-20-21 W 54.08 FT, DIST 54.08 FT, TH N 70-03-30 E 105 FT, TN N 19-56-34 W 20 FT, TH N 73-05-00 E 78.29 FT, TH S 00-05-00W 70.12 FT, TH S 70-03-30 W 138.56 FT TO BEG 2014 2013 0.0000 % ; 0.0000% 0.0000 % Parcel Number - J -08-29-328-008 Independence Charter Township I AccessMyGov.com Page 1 of 3 CLARKSTON, MI 48346 Parcel Number: J -08-29-328-008 Item 1 of 1 1 Image /0 Sketches Property Owner: BEACH, C II TRUST & BEACH, W TRUST Sun-in-law Information > Assessed Value: $67,900 > Property Tax Information [ Taxable Value: $37,510 found Owner and Taxpayer Information Owner BEACH, C El TRUST & Taxpayer BEACH, W TRUST ANDERSON & ANDERSON ASSOCIATES 9561 WILSHIRE LAKES BLVD NAPLES, FL 34019 SEE OWNER INFORMATION General Information for Tax Year 2013 Property Class 202 BUSINESS VACANT Unit J INDEPENDENCE TOWNSHIP School District ,TVIPP – ApplCode SAD CLARKSTON Not Available 1 Not Available Assessed Valu Taxable Value State Equalized Value Date of Last Name $67,900_ $67,900 12/01/2009 — BOR Not Available Estimated Not Avaikble Historical District Not Available Change _ — , Homestead Date Not Available Notes Not Available Census Block Group_ Not Available Principat Residence Exemption Information Principal Residence Exemption June 1st Final ! Previous Year Information Year MBOR Assessed Final SEV1 Final Taxable haps://accessm ygov.corn/SiteSearch/SiteSearchDetails?SearchCategory—Parcel+Number&... 2/11/2014 Not Available Not Available Not Available 0 Not Available Date of Last Split/Combine Date Form Filed Date Created Acreage of Parent 0.00 Split Number Parent Parcel Number of Splits Left 0 Unallocated Div_s of 0 Parent Unallocated Div.s Transferred Rights Were Not Available Transferred _ Courtesy Split Not Available Parcel Number - J -08-29-328-008 I Independence Charter Township I AecessMyGov.com Page 2 of 3 Year MBOR Assessed I Final SEV1 Final Taxable 2012 $67,900 . $67,900 - $36,640 2011 $76,400 $76,4130 $35,680 Land Information Zonirig Code Land Value Renaissance Zone tys Total Acres 0.780 _ Land Improvements $0 Renaissance Zone Not Available Expiration Date $135,800 No ECF Neighborhood COM - VAC Lot Not Available Dimensions/Comments Mortgage Code Neighborhood Enterprise Zone Frontage I Not Available Not Available Lot(s) Depth No lots found. Total Frontage: 0.00 ft ----------- Legal Description Average Depth: 0.00ft T4N, R9E, SEC 29 SUPERVISOR'S PLAT NO 9 LOT 54 EXC BEG AT SW LOT CUR, TH ALG CURVE TO LEFT, RAD 1692.60 FT, CHORD BEARS N 42-20-21 W 54.08 FT, DIST 54.08 FT, TH N 70-03-30 E 105 FT, TN N 19-56-34W 20 Fl, TH N 73-05-00 E 78.29 FT, TH S 00-05-00 W 70.12 FT, TH $ 70-03-30 W 138.56 FT TO BEG, ALSO EXC E 10 FT THEREOF TAKEN FOR ORTONVILLE RD 3-27-91 CUR L 11773 P 897 Land Division Act Information I Sale History Sale Date Sale Price Instrument Grantor i Grantee Liber/Page 08/04/1997 $1.00 QD TEN-FIFTEEN BEACH, 17496/795 ASSOCIATES - CHARLES & : WILLIAM TRUST https://accessmygov.com/SiteSearch/SiteSearchDetails?SearchCategory=Parcel+Number&... 2/11/2014 Item 3, of 5 ; 4 Images / 1 Sketch Parcel Number - J -08-29-328-009 I Independence Charter Township I AccessMyGov.com Page 1 of 3 6756 DIXIE HWY CLARKSTON, MI 48346 (Property Address) Parcel Number: J -08-29-328-009 Property Owner: BEACH, C II TRUST & BEACH, W TRUST Summary Information > Commercial/Industrial > Building Summary - Yr - of 1970 Buildings: - Total 1 Sq.Ft.: 2,911 > Property Tax Information found Assessed Value: $168,600 I Taxable Value: $168,600 Owner and Taxpayer Information Owner BEACH, C 11 TRUST 8i. Taxpayer BEACH, W TRUST ANDERSON 8L ANDERSON ASSOCIATES 9561 WILSHIRE LAKES BLVD NAPLES, FL 34109 SEE OWNER INFORMATION General Information for Tax Year 2013 Property Class 201 BUSINESS IMPROVED School District CLARKsioN Unit J INDEPENDENCE TOWNSHIP Assessed Value Map#,,,,,. Not Available Taxable Value ,,....._ $168,600 Appr Code 99 State Equalized Value $168,600 SAD Not Available Date of Last Name 05/07/2013 Change BOR . Not Available Homestead Date Not Available Estimated Not Available Notes Not Available :._..,._ Historical District Not Available Census Block Group_ Not Avaitubie Principal Residence Exemption Information Principa Residence Exempton 2014 2013 June 1st 1 0.0000 % f 0.0000 % Final 0.0000 % I Previous Year Information Year MBOR Assessed Final SEv Final Taxable https://accessmygov.corn/SiteSearcb/SiteSearehDetails?SearchCategory=Address&SearchT... 2/5/2014 Parcel Number - J -08-29-328-009 I Independence Charter Township I AccessMyGov.com Page 2 of 3 Year 2012 2011 MBOR Assessed $176,300 $171,700 Final SEV $176,300 $171,700 Final Taxable $176,300 $171,700 Land Information Zoning Code „._ MS Land Value $103,800 Renaissance Zone No ECF Neighborhood COM - AUTO FUEL/SERVICE , Lot Not Available Dimensions/Comments Total Acres 0.510 Land Improvements $35,634 Renaissance Zone Not Available Expiration Date Mortgage Code Nat Available Neighborhood Not Available Enterprise Zone_ Lot(s) Frontage Depth No lots found. Total Frontage: 0.00 ft Average Depth: 0.00 ft Legal Description T4N, ROE, SEC 29 SUPERVISOR'S PLAT NO 9 LOT 53, ALSO PART OF LOT 54 BEG AT SW LOT COR, TH ALG CURVE TO LEFT, RAD 1692.60 FT, CHORD BEARS N 42-20-21 W 54.08 ET, 01ST 54.08 FT, IF-E N 70- 03-30 E 105 FT, TH N 19-56-34 W 20 FT, TH N 73-05-00 E 78.29 FT, TH S 00-05-00 W 70.12 FT, TH S 70-03-30W 138.56 FT TO BEG Land Dion Act Information )) Date of Last Not Available Number of Splits Left 0 Split/Combine Date Form Filed Not Available Unallocated Div_s of 0 Parent Date Created Not Available Unallocated Div.s 0 Transferred Rights Were Acreage of Parent 0.00 Not Available Split Number Parent Parcel Transferred Cou rtesy5plit Not Available Not Available Sale History I Grantee ARMADA REAL E ESTATE Uber/Page Sale Date Sale PricelInstrurnent 05/17/2005 $0.00 : ASL AMOCO OIL CO/BP PRODUCTS N AMERICA https://accessmygov.com/SiteSearch/SiteSearchDetails?SearchCategory--Address&SearchT... 2/5/2014 ---wy,fi- Sale Pric_elI2strument Grantor $1.00 QD TEN-FIFTEEN Li ber/Page 17469/795 Grantee BEACH, Sale Date 08/04/1997 $0.00 PT ASSOCIATES CHARLES 8i. WILLIAM TRUST : TEN-FIFTEEN AMOCO OIL - 12/09/1991 Parcel Number - I -08-29-328-009 I Independence Charter Township AccessMyGov.com Page 3 of 3 Building Information - 2911.00 sq ft Garage, Service/Repair (Commercial) Floor Area pccup.ancy Stories Above Ground Basement Wall Height Year Built Percent Complete 2,911 srtft Estimated TCV $229,416 Gara9e, Service/Repair Class 1 Average Stci,ry Height 14 ft Not Available 1970 Year Remodeled 1993 100% Heat Space Heaters, Gas with Fan Physical Percent Good 49% Functional Percent 100% Good Economic Percent Good100% Effective Age 31 yrs "Disclaimer: 3S&A Software provides AccessMyGov.com as a way for municipalities to display information online and is not responsible for the content or accuracy of the data herein. This data is provided for reference only and WITHOUT WARRANTY of any kind, expressed or inferred. Please contact your local municipality if you believe there are errors in the data. Copyright 0 2014 13SALA Software Inc, https://accesstnygov.com/SiteSearch/SiteSearchDetails?SearchCategory—Address&SearchT... 2/5/2014 ENVIRONMENTAi Appendix B Environmental •& Engineering Services OAKLAND COUNTY ...SCALE 11200.0 .0 igiwittaxkr L.W.034 hitLE FIGURE 1 PROPERTY VICINITY MAP USOS, 7.5 MINUTE SERIES CLARKSTON, MI QUADRANGLE, 1968. PHOTO REVISED 1983. VACANT GASOLINE DISPENSING STATION 6-756 -OWE HIGHWAY 'CLARKSTON, MI EnvIroomental &Engin-015411v. serWee$ Nor d LEGA ORR SY: dvdt cs 1 /2b14. 0 immessc2. C:HKD 13*SCALE: JA/RF i = 2,000' FILE tiALIE: 02— 81 —21-F01 R 00 IF NOT 1" 04 THS ANKST , SCAM ACCOMMO.Y. Oa-29'434P! Trigl 4S. U15-511-111M1..P1LAT,N0 1z4V11111:1: 4 E 2 Fool Conloom 5 Fool Goof... FEMA B000 Flood Olevelio,• ^41. FEMA Cron s.r.r. C) 150 yr -2E1E0.11loodplolo 100 51 (delailed) - FEM A riOSItIpleil 510 FEMA Floodp lo in FLOODWAY -FEIAAFlootlpiain Disclaimer The information presided herewith has been compiled from recorded )AK/AND- steeds, plats, tax maps, surveys and other public records. It is not a legally recorded onuhrx Ml.,11O-no information sources mentioned above when questions arise. FEMA Flooplain data may L. Brooks Patterson not always be present on the map. Oakland County Executive map or survey and Is not intended to be used as one. Users should consult the Date Created: 215/2014 A NORTH 1 inch 100 feet Oakland Courtly One Slop Shop 2100 Pontiac Lake Road Bldg. 41 West Waterford, MI 48326 Phone: 248-858-0721 Web: www.ackentagenakland.com Assessor Map 6761 DDGE HIGHWAY MR_ HS ROADHOUSE 6751 Doan HIGHWAY OFFICE MELDING 6725 DIXIE HIGHWAY BOWMAN CHEVROLET USED CAR LOT S6C-GALLON USED OIL UST 5738 SOUTH MAIN STREET POOL MART AND SPAS LEGEND: 6750 DIXIE HIGHWAY ELM BOWMAN CHEVROLET FORMER LISTS i oks.R[plioN 1 ACCO-GALLON 55066I0E uST 2 12,C(10-GAU-0N GASOLINE usr 12A60-0ALLON GASOLINE UST .1. 12A60-GALLON GASOLINE UST I 516-GA1 LON WASTE OS. UST 6 RSO-GALLON FUEL OIL UST / 266ASALLON7UMRTY} UST 5770 SOUTH MAIN STREET VACANT LAND 6701 DIXIE HIGHWAY CLARKSTON CAR WASH SUBJECT PROPERTY FORMERMISTORICAL SITE FEATURES LIMITS OF UST BASIN PARCEL 1 LOT BOUNDARIES ELECTRIC WATER GAS BURIED PHONE UNE — TELE — 9.0 FUEL DISPENSER ,4] FORMER FUEL DISPENSER 0 VENT FIFE UST UNDERGROUND STORAGE TANK 0 FORMER GASOLINE SERVICE STATION CANOPY FIGURE 2 GENERALIZED DLAGRA3.1 OF THE SUBTECT PROPERTY AND ADJOLNING PROPERTIES PRCI.11 VACANT GASOLINE DISPENSING STATION 6756 DIXIE HIGHWAY CLARKSTON, MI Environmental &Engineering Services' 5149 LS NOT I MIL SURTO' u"CVDF/KS l'Arz'3/11 /2014 VERIFY RrR C11111111..1 SO. 2, NOS I. 011 a= ASA. ES'"JA/RF w-'14:1 FAA SWIE: 02— 818-4F02Rao,d ENVIRONM ENTAL Appendix C Environmental & Engineering Services ram,v,,toramerwahImpAmers 4Wag Him isamme .-~„...mine — — 4\4 obile.'"=" ,..= immesaniktswin .21 PIM ii irsiF immak.--limpraor 911- • YRF•HmA.F.0. imiumimmituummnimmummimmuntummmui twip244gar unonc===minogium • 0 0 SOUTH ELEVATION SCALE: AIL TOTE: ISSUE: 06 16,13 OWNER REVIEW 09.0015 SITE PENN AH8ROYAL 09.0E15 FACTS PERMIT .477-ssimanW jER moorammardleramparrA, iLMIEllimmunsammussztespyihmamtmmorAmmomme,:em EINUM1111111111101111111111111110111MMIUMIMIMMIMMINIMIIM111111111111111111111111111111ffilffilla1111 MI I 111111 Are -="2,1W4LT-4.- 1°--"NlEnI44- 11110111111:11 Ene M,..11Mao 6MIMI MEPPWEINMWMMMM=Mii=1W EMMOCIMPiNIE MISMI=M MIEMMMMIMLMMEMMIIMI2 .ama (1) VnM n11•1111— MIIIInINii1^^ ."" MI nIMMINnn•• MMINInMPEOMMINIM MINnn•11Mn11111M—" MIIIIIMMnPPIMMINI •11=11111•1n11111111MENI:= MIMIIIMMIIPMn1•11.= •11nn11111111•nnMIEN MMIIIIII nNIIIMEMEN M HIM= NONNI ii =Mg NMI =MI ABRO DESIGN GROUP 311524) NORTHWESTERN TIWY, SUITE 3 III FAA M1NGTCN HILLS. NIL 48334 R. 248-254-3834 F. 248-621-2772 WWINABRODOSIGOGROUPGOM PR OJEGr: FORD ROAD PLAZA 544 I FORD ROAD, WESTLAND, MICHIGAN 48155 SHEET ME: EXTERIOR ELEVATIONS 00 NOT scAti HILAININGS OSE FIGURED 02,1505100T ONLY EXTERIOR MATERIAL FINISH SCHEDULE AND NOTES MARK MAUNA! 1441.44,FACTURE CIX-04,44437. ILE .P.Afer5104DIFS 0 ,44:44°,•4444.444 1441414.,447444 0 ...um hoscvm.swroses. GP4,44444111.441, C.4141144071.1Cli 7 J, 7 SR, i.13.4- Lunn., 4,01, IPA OW. 0 4¢Ct 4Frii4 4.44.1141411111., 14.4174.44401E4F5- 7 4144.11114,14 5, Fm47:4,64Zr144:4,014£1.14 0 .6.14. V-1411,10.12n04 404.04. .4.4-,41414 NKr 44 ,,...1.1111A..........- IZEMII.1,7 Sic :=141.14£M4111P4MICH ............1 ;',`,==`,L.,- L1..1.1 4,44.4. 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Wu MonECIEFLU.144114444 021114141111.0344 44114.04144 44.5144744 NNE MO 4.444.44:4.4164144.11-14. 4,1414444114.44474.4.1114014 454414[1.1444144.11-14..1444‘4431t4.1.114 1444.14[04 WEST ELEVATION SOB NO: 0430 SHEET NO: A-2.1 SCALE: !,5" crenc444,04 EXTERLOR MATERIAL FINISH SCHFOLN.E ANN NOTES AVER MATERIAL 1.0.1•IPAGIVRE Gn1.0.14..fl- ,,,,,, 1.110.17/ NOTES .0 t11114171...30.11Y11. ...MIA USE SEEDDER ., MACON tgiwurx Nur .1=1.....14.1.1. .1.140,...1.1ve,Cle G......re w.con a,r-xl..vc, 15.- terdAtirmuli.ed AMER. , 33,1,1-2 , X 71,Ir CrNIALI:1.142.11,91-11411 111110.4111•7.2.117C0.5£ C....7 WI, E4.7 Fr -2 ,..c.t,r LbrInC1,1.211.E.T.1.1. .0 ,,,,, 0,11..• ..11711,11,11.1.1 Dmcortowe- .1.1.1.11.441.1 121 ,-turei 171.10/411.1...11.1. .0 LUX-LC.4LE (1). WA:AE.1,11.Na MASIJ.F.11.1af flq_cyltad]Ox1,01n11,11_1 CD ===IATZ '"' CUM NI.V.ALAII MON.. WA i31315.17, 0n1117 AS ......] CLAM ANC17.4. I IIKULP117.0.11r,.... c,,,Lo, CALVANIflg haLOWIN0.1,11E0 Oa. 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ED -@ NMI MUM NORTH ELEVATION L 1- ED S CAL E FIHr-Cr ABRO DESIGN GROUP 301.50 NORTHWESTERN HWY. SUITE 910 FARMINGTON HILLS, MI. 48554 P. 548-254-5854 F. 2413-571-2772 WWW,ARRODESLONGROUP.COM PROJECT: FORD ROAD PLAZA 34415 FORD ROAD, WESTLAND. MICHIGAN 48155 SHEET TITLE? EXTERIOR ELEVATIONS NOES? SCALE D.RAWLNGS USE F1055E0 L'im.H.NoN, ONLY 1.7 IPMS ,43,2 1nMME•MI.MMM.....1."... 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A-2.2 ENVIRONMENTAL Appendix D Environmental & Engineering Services Environmental & Engineering Services ENVIRONMENTAL BASELINE ENVIRONMENTAL ASSESSTMENT 6756 Dixie Highway I Clarkston, Michigan PM Project Number 02-818-5 • Prepared for: -Clarkston Dix Properties, LLC 40700 Woodward Avenue, Suite 250 Bloomfield Hills, Michigan 48304 Prepared by: „ PM Environmental, Inc. 4080 West 11 Mile Road Berkley, Michigan 48072 RICK S NypER- :oc'w.ERN.IoR STATE OF MICHIGAN D P/ART!\/1 ENT OF ENVIRONMENTAL QUALITY SOUTHEAST MICHIGAN aISTE.ICT OFFICE Deci DAN VVYANT DtREcTOR April 3, 2014 ACKNOWLEDGEMENT OF RECEIPT OF A:BASELINE ENVIRONMENTAL ASSESSMENT BEA ID#: B2014059471_1/ Legal Entity: Clarkston Dixie Properties, LLC Attention: Kevin Denha 40700 Woodward Avenue, Suite 250 Bloomfield Hills, Michigan 48304 Property Address: 6756 Dixie Highway Clarl<sten; Michigan 48346 On March 27, 2014, the Department of Environmental Quality (DEG) received a Baseline Environmental Assessment (BEA). March 18, 2014, for the above legal entity and property. This letter is your acknowledgement that the DEQ has received and recorded the BEA. The DEQ maintains an administrative record of each BEA as received. This BEA was submitted pursuant tO Section 20126(1)(c) of Part 201, Environmental Rernediation and/or Section 21323a(1)(b) of Part 213, Leaking Undergi-bund Storage -Tanks, of the Natural Resources and Environmental Protection Act, 1994 PA 451, as amended (NREPA), A BEA is submitted for the purpose of establishing an exemption to liability for a new owner or Operator of property that has been demonstrated to be a facility or property as defined by Section 20101(1)(s) of Part 201, and/or property as defined by Section 21303(d) of Part 213, Leaking Underground Storage Tanks, of the NREPA. Pursuant to Sections 20126(1)(c) and 21323a(1)(b), the conditions of this exemption require the legal entity to disclose the BEA to a subsequent purchaser or transferee of the property. The BEA iS only for the legal entity and property identified in the BEA and on the BEA Submittal Form, Each neW legal entity that becomes the owner or operator of this. facility must submit their own BEA, The DEQ is not Making any findings about the adequacy of the submittal or whether the Submitter is liable or is eligible to submit The Submitted BEA does not alter liability with regard to a Subsequent release, threat of release, or exacerbation of existing conditions that is the responsibility of the legal entity submitting the BEA. 27700 DONALD COURT. WARREN, miall GAN 4809272793 www_michigan.govideq (586) 753,371)0 The legal entity, as the Owner andior operator of afacility or property, may have Due Care responsibilities. under Section 20107a of Part 201, Environmental Remediation andiar Section 21304c of Part 213, Leaking Underground Storage Tanks, of the NREPA. The legal entity may also have responsibility under applicable state and federal laws, including, but not limited to, Part 201, Environmental Remediation; Part 111, Hazardous Waste Management; Part 211, Underground Storage Tank Regulations; Part 213, Leaking Underground Storage Tanks; Part 615, Supervisor of Wells, of the NREPA; and the Michigan Fire Prevention Cade, 1941 PA 207, as amended. Authorized Signature: Paul Owens, District Supervisor Remediation and Redevelopment Division Southeast Michigan District Office 27700 Donald Court Warren, Michigan 48092-2793 586-753-3821 owensp@michigan.gov Enclosure cc: Mr. Jamie Antoniewicz, PM Environmental, lric, AprI3, 2014 Clarkston DiXie-PiapertieS„:.LiC • Kevin Denha • 'Mt MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY- REMEDIATION AND FOR Da) USE ONLY REDEVELOPMENT DIVISION PO 130X 30426, LANSING, MICHIGAN 48909-7926, BEA sUemITTAL # Phone 517-284-5087, Fax 517-2414581 Baseline Environmental Assessment Submittal Parra This form is for submittal of a Baseline Environmental Assessment (BEA), as dabbed by Part 201, Environmental liemeclietion anti Part 213, Leaking Underground Storage Tanks, of the Natural Resources end Environmental Protection Act 1994 PA 451, as amended, for the purpose of establishing an exemption to liability pursuant to Section 20128(1)(c) and Section 2132341)(b) fore new owner or operator of prep oily that is a facility as defined by Section 20101(1)(s) or Property as defined by Section 21303(4, The BEA report moot be conducted either prier to or within 46 days after becoming the owner or operator. whichever le earliest This form and the BEA report must be submitted vdtitin 6 months of becoming the owner or operator whichever is earliest. A separate BEA Is required for each legal entity that is or will be a new owner or operator of the property. To maintain the exemption to liability, the owner and operator must also disclose the BEA to any subsequent purchaser or fransfaree before conveying interest in the property pursuant to Section 20128(1)(c) and Section 2132341)(14_ An owner or operator of a facility or Property also has due care obligations under Section 20107a end Section 21.904c with respect to any existing contamination to prevent unacceptable exposure; prevent exacerbation; take reasonable precautions; provide reasonable cooparatiOn, assistance, and access to authorized persons- taking response activities of the pmperty; comply with land use restrictions associated with response activities; and not impede the effectiveness of response activities Implemented at the property. Documentation of due care evaluations and response activities need to be available, but not submitted, to the DEQ within 8 months of becoming the owner or operator of a facility, Section A: Legal Entity information Name of legal entity that will own or operate the property: Contact for BEA questions if different from submitter Clarkston Dix Properties, LLC Name & Title: Address: 40700 Woodward Avenue, Suite 250 Company: City Bloomfield Hills State: MI Zip: 48304 Contact person (Name & Title): Kevin Denha I Address: City: State: Zip: Telephone: 248.865.0900 E-Maii: KDENtiAeW1RELESSVISION,COM Telephone: E-Mall: Section 13: Property Information Street Address of Property: 6756 Dixie Highway City: Clarkston State: MI Zip: 48346 Property Tex ID (include all applicable IDs): 08-29-328-008, 08-29-328-009 Address according to tax records, if different than above (include all applicable addresses): City: State: Zip: Status of submkter relative to the property (check all that apply): Former Current Prospective Owner Ill Eil El Operator El 0 0 Collection method: Survey 0 GPS Interpolation Section C; Source of contamination tat t property icheol lot are known to amity): Facility regulated under Part 201-, other source, or source unknown Part 291 Site ID, if known: Leaking Underground Storage Tank regulated pursuant to Part 213 Part 211/213. Facility ID, if known: 00005810 Oil or gas production and development regulated pursuant to Part 615 or 625 Licensed landfill regulated pursuant to Part 115 Licensed hazardous waste treatment, storage, or disposal facility re_go fated pursuant to Part 111 Section D: A . limb% Dates •rovide date for all that are relevant LI , IVIMibb/YITY 03/18/2014 03/18/2014 03/28/2014 Date All Appropriate Inquiry (MI) Report or Phase I Environmental Assessment Report completed: Date Baseline Environmental Assessment Report conducted: Date submitter first became the owner Date submitter first became the operator (if prior to ownership): Anticipated date of becoming the owner for prospective owners: Anticipated date of becoming the operator for prospective operators: If former owner or operator or this property, prior dates of being the owner or operator: EQP 4025 (0612013) County: Oakland City/Village/Township: Clarkston Town: 414 Range: 9E Section: 29 Quarter SW Quarter-Quarter SE Decimal Degrees Latitude: 42.7213 Decimal Degrees Longitude: -83.4189 Reference point for latitude and longitude: Center of site 121 Main/front door 0 Front gate/main entrance El Other El Section 0: Le at Enti Signature: With my signature below, fcertify. that to the bast of my knowledge and belief, this BEA and all related materials are true, accurate, and cornplet Signature: Date: - a)- Section E: Check the appropriate response to each of the following questions; 1. Is the property at which the BEA was conducted a 'facility" as defined by Section 20101(1)(s) or a Property as defined by Section 21303(d)? 2, IS the All Appropriate Inquiry (AAI) compliant with 40 CFR 312, or is the Phase I Environmental Assessment compliant with ASTM E1527-05? YES NO Ei Was the BEA, including the AAI and sampling, conducted either prior to or within 45 days of the date of becoming the owner, operator, or of foreclosure, whichever is earliest.? 4. Is this BEA being submitted to the department within 6 months of the submitter first becoming the owner or operator, or foreclosing? 5. Does the BEA provide sufficient rationale to demonstrate that the data are reliable and relevant to define conditions at the property at the time of purchase, occupancy, or foreclosure, even if the SEA relies on studies of data prepared by others or conducted for other purposes? 6, Does this BEA contain the legal description of the property addressed by the BEA? 7. Does this SEA contain the environmental analytical results, a scaled map showing the sample locations, and the basis for the determination that the property is a facility as defined by Section 20101(1)(s) or the El D basis for the determination that the property is a Property as defined by Section 21303(d)? Section F: Environmental Consultant Signature: certify to the best of my knowledge and belief, that this BEA and all related materials are true, accurate, and complete. I certify that an All Appropriate Inquiry (AAI) was conducted in conformance with the scope and limitations of the All Appropriate Inquiry Rule, 40 CFR 312 era Phase I Environmental Site Assessment (Phase 0 in conformance with the scope and limitations of the ASTIt4 E1527-05. I certify that the property is a facility as defined by Section 20101(1)(s) or a Property as defined by Section 21303(d) and have provided the sampling and analyses that support that determination. I certify that any exceptions to, or deletions from, the All Appropriate Inquiry Rule or ASTM E1527-05 are described in Section 1 of the BEA report. Signature: Printed Name: Jamie Antoniewicz Company, PM Environmental, Inc. Melling Address: 4080 West Eleven Mile Road Telephone: 248.336.9988 Date: 3.1 Zi [244 4 City: Berkley State: Ml E-Mail: ANTONIEWICZ@PMENV.COM Zip: 48072 (Person legally authorized to bind the legal entity) Printed Name: Kevin Denha Title and Relationship of signatory to submitter: Member of purchasing LLC Address: 40700 Woodward Avenue, Suite 260 City: Bloomfield Hills State: MI Zip: 48304 Telephone: 248.865.0900 E-Mail: KDENHA@WIRELESSVISION.coM Submit the SEA report and this form to the DEQ District Office for the county in which the property is located. A district map is located at www.michinan.00vibea or www,mic.hioan.gov/remedlation. 2 EQP 4025 (06/2013) ENVIRONMENTAL Detroit 4080 W. 11 NIEle Rd Berkley, MI 48072 f: 877-884-6775 t: 248-336-9988 Grand Rapids 77 Monroe Center, NW Suite 602 Grand Rapids, MI 49503 t 877-384-6775 t: 616-285-8857 Lansing 3340 Ranger Road Lansing, MI 48906 f: 877-884-8775 t: 517-321-3331 ISO 9001 REGISTERED March 18, 2014 District Clerk Michigan Department of Environmental Quality Southeast Michigan District Office 27700 Donald Court Warren, Michigan 48092 • RE: Baseline Environmental Assessment for the Vacant Gasoline Dispensing Station Located at 6756 Dixie Highway, Clarkston, Michigan Parcel ID: 08-29-328-008 and 08-29-328-009 PM Environmental, Inc. Project No. 02-0818-5 Dear District Clerk: Enclosed is a copy of the above-referenced document prepared in accordance with Section 21323a(1)(b)(i) of Part 213, of the Natural Resources and Environmental Protection Act (NREPA), P.A. 451 of 1994, as amended. If you have any questions regarding the information in this report, please contact us at 248.336.9988. Sincerely, PM ENVIRONMENTAL, INC. Jamie Antoniewicz, P.E. Steven E. Price, CHMM Project Engineer Principal and Vice President of Due Diligence Enclosure PM ENVIRONMENTAL INC, I ALABAMA I FLORIDA I ILL DIS I MICHIGAN I MISSISSIPPI 1 NORTH CAROLINA TENNESSEE I IVIVW,PMENV.COM DUALITY SERVICE SOLUTIONS ENVIRONMENTAL Detroit 4080 W. 11 kne Rd Berkley, MI 48072 f: 877-884-6775 t 248-336-0988 Grand Rapids 77 Monroe Center, NW Suite 602 Grand Rapids, MI 49503 f: 877-884-6775 t 616-285-8857 Lansing 3340 Ranger Road Lansing, MI 48906 f: 877-884-6775 t: 517-321-3331 ISO 9001 REGISTERED March 18, 2014 Mr. Kevin Denha Clarkston Dix Properties, LLC 40700 Woodward Avenue, Suite 250 Bloomfield Hills, Michigan 48304 RE: Baseline Environmental Assessment for the Vacant Gasoline Dispensing Station Located at 6756 Dixie Highway, Clarkston, Michigan Parcel ID: 08-29-328-008 and 08-29-328-009 PM Environmental, Inc. Project No. 02-0818-5 Mr. Denha: Enclosed is a copy of the above-referenced document prepared in accordance with Section 21323a(1)(b)(i) of Part 213, of the Natural Resources and Environmental Protection Act (NREPA), P.A. 451 of 1994, as amended. THIS BASELINE ENVIRONMENTAL ASSESSMENT WAS PERFORMED FOR THE EXCLUSIVE USE OF CLARKSTON DIX PROPERTIES. LLC AND OAKLAND COUNTY, WHO MAY RELY ON THE REPORT'S CONTENTS. If you have any questions regarding the information in this report, please contact our office at 248.336.9988. PM ENVIRONMENTAL, INC. Jamie Antoniewicz, P.E. Steven E. Price, CHMM Project Engineer Principal and Vice President of Due Diligence Enclosure PM ENVIRONMENTAL INC. I ALABAMA I FLORIDA I. ILLINOIS I =MOAN MISSISSIPPI 1 NORTH CAROLINA I TENNESSEE I WWW.PMENv.Com DUALITY 1* SERVICE SCLUT JUNS Baseline Environmental Assessment of the Vacant Gasoline Dispensing Station Located at 6756 Dixie Highway, Clarkston, Michigan PM Project No. 02-818-5; March 18, 2014 TABLE OF CONTENTS 1.0 INTRODUCTION AND DISCUSSION 1 1.1 Owner/Operator Information 1 1.2 Intended Use of the Subject Property 1 1.3 Summary of All Appropriate Inquiry Phase I Environmental Assessment 1 1.3.1 Phase I ESA Exceptions or Deletions 2 1.3.2 Phase I ESA Data Gaps 2 1.4 Summary of Previous Site Investigations 2 Subsurface Investigations Techniques and QA/QC Procedures 4 1.5 Geology and Hydrogeology 4 2.0 LOCATION OF CONTAMINATED MEDIA ON THE SUBJECT PROPERTY 4 2.1 Soil Analytical Results (1991-1995) 4 2.2 Groundwater Analytical Results (1991-1995) 5 2.3 CES Analytical Results (2012) 5 2.4 PM Analytical Results (2013) 5 2.5 Subject Property Facility/Site/Property Status 6 3.0 PROPERTY INFORMATION 6 3.1 Legal Description of Subject Property 6 3.2 Survey Map of Subject Property 6 3.3 Scaled Site Map 6 3.4 Scaled Area Map 6 3.5 Subject Property Address 6 3.6 Subject Property Spatial Data 6 4.0 FACILITY/SITE/PROPERTY STATUS OF SUBJECT PROPERTY 7 4.1 Summary Data Tables 7 4.2 Laboratory Reports and Chain of Custody Documentation 7 5.0 IDENTIFICATION OF BEA AUTHOR 7 6.0 AA! REPORT OR ASTM PHASE I ESA 7 7.0 REFERENCES 8 PM Environmental, Inc. Page i Baseline Environmental Assessment of the Vacant Gasoline Dispensing Station Located at 6756 Dixie Highway, Clarkston, Michigan PM Project No. 02-818-5; March 18, 2014 FIGURES Figure 1: Site Vicinity Map Figure 2: Generalized Diagram of the Subject Property and Adjoining Properties Adopted from PM Phase II ESA, dated January 23, 2013 Figure 3: Soil Boring Location Map with Soil Analytical Results Adopted from CES Closure Report, dated January 18, 2013 Figure 3: Soil Contamination — August 28, 2012 Figure 4: Groundwater Contamination — August 28, 2012 Adopted from Delta Closure Report, dated September 20, 1996 Attachment 5a: Attachment 5b: Attachment 9: TABLES Site Map Showing the Extent of the Former Soil Contamination and the Soil Verification Sampling Locations Site Map Showing the Extent of the Former Soil Contamination and the Soil Verification Sampling Locations Site Map Showing the Extent of the Former Ground Water Contamination and the Ground Water Verification Sampling Locations Adopted from PM Phase II ESA, dated January 23, 2013 Table 1: Summary of Soil Analytical Results: VOCs, PNAs, PCBs, and Metals Adopted from CES Closure Report, dated January 18, 2013 Soil Analytical Data Groundwater Analytical Data Adopted from Delta Closure Report, dated September 20, 1996 Attachment 7: Data Table Showing All Soil Verification Sampling Results Attachment 8: Comparison Table For Soil Verification Attachment 10: Data Table Showing Ground Water Sampling Results Table 1: Presentation of Time Series Groundwater Analytical Results APPENDICES Appendix A: Appendix B: Appendix C: Phase I ESA Assessing Information Professional Qualification Statements PM Environmental, Inc. Page ii Baseline Environmental Assessment of the Vacant Gasoline Dispensing Station Located at 6756 Dixie Highway, Clarkston, Michigan PM Project No. 02-818-5; March 18, 2014 1.0 INTRODUCTION AND DISCUSSION PM completed a Baseline Environmental Assessment (BEA) in accordance with Part 213 of the Natural Resources and Environmental Protection Act (NREPA), P.A. 451 of 1994, as amended (Part 213) for the vacant gasoline dispensing station and automotive service garage (Parcel ID: 08-29-328-008 and 08-29-328-009) located at 6756 Dixie Highway, Clarkston, Oakland County, Michigan 48346 (Figure 1). The subject property consists of two parcels containing approximately 1.29 acres, occupied by a 2,911 square foot building with a canopy and fuel dispensers to the south. The current underground storage tank (UST) basin is located to the south of the fuel dispensers (Figure 2). Original development of the subject property occurred prior to 1940 with a building consistent with a gasoline service station. The original gasoline service station building was demolished, when the current building was constructed in 1970. City directories indicate the operations included automotive service from at least 1957 to approximately 2009. The current building was remodeled in 1992 to the current configuration, which included a car wash and small convenience store area. The building has been vacant since approximately 2009. 1.1 Owner/Operator Information Clarkston Dix Properties, LLC, 40700 Woodward Avenue, Suite 250, Bloomfield Hills, Michigan 48304, intends to purchase the property on March 28, 2014. 1.2 Intended Use of the Subject Property Clarkston Dix Properties, LLC intends to demolish the current building is redevelop the property for commercial and retail use. 1.3 Summary of All Appropriate Inquiry Phase I Environmental Assessment PM completed a Phase I Environmental Site Assessment (ESA), dated March 18, 2014, in conformance with the scope and limitations of ASTM Practice E 1527-13 (i.e., the `ASTM Standard'). A copy of the March 2014 Phase I ESA, including photographs of the subject property, is included in Appendix A. The following recognized environmental conditions (RECs) were identified in PM's March 2014 Phase I ESA: • The subject property was occupied by gasoline service stations likely from prior to 1940 until 2009, and is also identified as an open LUST site associated with the 560-gallon used oil UST. Soil and groundwater contamination has been identified east of the subject building associated with a former fuel oil UST, as well as south of the building associated with the historical long term fuel dispensing operations and used oil UST. Based upon review of the previous subsurface investigations, soil and groundwater contamination was previously identified, which exceeds the current Part 201 and Part 213 Residential and Nonresidential Generic Cleanup Criteria (GCC) and/or Tier 1 RBSLs. Based on these analytical results, and the open LUST status, the subject property would be classified as a "site", as defined by Part 213 of P.A. 451, of the Michigan Natural Resources Environmental Protection Act (NREPA). PM Environmental, inc. Page 1 Baseline Environmental Assessment of the Vacant Gasoline Dispensing Station Located at 6756 Dixie Highway, Clarkston, Michigan PM Project No. 02-818-5; March 18, 2014 The following adjoining and/or nearby RECs have been identified: • The east adjoining property, identified as 6750 Dixie Highway was occupied by a gasoline service station located in the northwestern portion of the property, from at least 1949 until 1968. Based on the regional groundwater flow to the northwest (towards the subject property), the potential exists for contamination to be present from the historical gasoline service station and/or current dealership service and fueling operations, and for the contamination to have migrated onto the subject property. 1.3.1 Phase I ESA Exceptions or Deletions There were no exceptions or deletions from the Federal All Appropriate Inquiry Rule under 40 CFR 312, or the ASTM Standard during the completion of the March 2014 Phase I ESA. No special terms or conditions applied to the preparation of the Phase I ESA. t3.2 Phase I ESA Data Gaps PM did not identify any significant data gaps during the completion of the March 2014 Phase I ESA. 1.4 Summary of Previous Site Investigations PM reviewed the following previous environmental reports for the subject property. Relevant portions of the reports are included as part of the Phase I ESA in Appendix A. • Name of Report Date of Report Company that Prepared Report Final Assessment Report 12-27-1993 Environmental Science & Technology, Inc. (EST) Tier 1 Unrestricted Residential Closure Report 9-20-1996 Delta Environmental Consultants, Inc. (Delta) Baseline Environmental Assessment (BEA) 12-20-2012 PM LUST Closure Report 1-17-2013 Consolidated Environmental Services, Inc. (CES) Phase II ESA and Documentation of Due Care Compliance (DDCC) 1-23-13 PM The subject property had two previous releases (January 29, 1991 and August 23, 1992), which received closure status on September 20, 1996. The January 29, 1991 release was based upon groundwater analytical results and the August 23, 1992, release was based upon a failed tank tightness test. EST and Delta conducted various site investigations to delineate the nature and extent of petroleum contamination associated with these two releases. In addition, the UST systems were replaced in 1992 shortly after the failed tank tightness test. Both soil and groundwater had been impacted; however, no soil or groundwater remediation was conducted. Contamination was defined to an area east of the building associated with a former fuel oil UST, and south of the building associated with the gasoline dispensing operations. Monitored Natural Attenuation was pursued with annual groundwater sampling in 1990, 1991, 1992, 1993, and 1994 and bi-annual groundwater sampling in 1995 and 1996. Delta submitted an Unrestricted Tier 1 Residential Closure for both releases on September 20, 1996. MDEQ granted closure for both releases without auditing the report. PM Environmental, Inc. Page 2 Baseline Environmental Assessment of the Vacant Gasoline Dispensing Station Located at 6756 Dixie Highway, Clarkston, Michigan PM Project No. 02-818-5; March 18, 2014 The subject property is also an open LUST site based upon a confirmed release reported on June 11, 2005, attributed to the used oil UST. PM reviewed a January 2013 LUST Closure Report (unavailable as part of the previous PM site investigations), which documents the release was reported from the UST spill protection system. Subsurface sampling was conducted by CES in August 2012, which included two soil borings at each of the used oil UST, as well as soil and groundwater sampling. Soil and groundwater samples were analyzed for volatile organic compounds (VOCs), polynuclear aromatic hydrocarbons (PNAs), metals. Laboratory analytical results identified groundwater contamination above current MDEQ Part 213 Residential and Nonresidential Drinking Water (DW) Risk Based Screening Levels (RBSLs). A July 2013 letter from the MDEQ documents the LUST Closure was audited and was not approved based on additional sampling requirements to obtain closure. CES submitted a response to the MDEQ in October 2013, and based on MDEQ correspondence in November 2013, additional actions are still warranted to obtain regulatory closure. Therefore, the release remains open. A BEA was completed by PM in December 2012 based on the existing LUST data obtained between 1991 and 1996. PM also completed a Phase II ESA in January 2013 to assess deficiencies identified with the previous LUST investigations (between 1991 and 1996), and to assess the RECs identified in the 2012 Phase I ESA. The deficiencies/RECs identified in the Phase I ESA included: the known soil and groundwater contamination at the property; the lack of assessment of the gasoline dispensing operations from 1996 to 2009; the lack of assessment of the historical automotive service operations including the former use of in-ground hoists; the potential for orphan USTs to be present; staining observed along the exterior north facing building wall associated with a former air compressor discharge point; the potential historical use of a private septic system; and the lack of adequate sampling during LUST closure activities. Additionally, PM identified a nearby property (identified as 6700 Dixie Highway) as a REC due to the long term dry cleaning operations and the known migration of dry cleaning contaminants in the direction of the property, which was evidenced by the historical identification of chlorinated compounds in a former subject property water well. PM also identified the east adjoining property (6750 Dixie Highway) as a REC due to the long term automotive dealership service operations, and the historical presence of a gasoline service station in the northwestern portion of the site (approximately 100 feet away) with documented groundwater flow towards the subject property. On January 15, 2013, PM completed a scope of work consisting of a GPR survey to assess the potential for orphan USTs, the advancement of eight soil borings, and the collection of soil samples. No groundwater was encountered. The soil samples were submitted for laboratory analysis of volatile organic compounds (VOCs), polynuclear aromatic compounds (PNAs), polychlorinated biphenyis (PCBs), cadmium, chromium, and lead, or some combination thereof. No anomalies consistent with orphan USTs were identified. Laboratory analytical results also document that no additional soil contamination was identified above laboratory method detection limits (MDLs) and/or the most restrictive Part 201/Part 213 Generic Cleanup Criteria (GCC)/Tier 1 RBSLs. The results did not identify a new release. Additionally, PM reviewed additional historical records as part of this site assessment, which included water well sampling logs for the greater subject property area in attempt to delineate the potential for groundwater contamination from the nearby dry cleaner (4700 Dixie Highway). Analytical results of well sampling to the south and west of the subject property conducted between 1989 and 2001, documented no evidence of groundwater impact from the dry cleaner. Based on this information, the depth to groundwater in the region (25 foot bgs or greater), and PM Environmental, Inc. Page 3 Baseline Environmental Assessment of the Vacant Gasoline Dispensing Station Located at 6756 Dixie Highway, Clarkston, Michigan PM Project No. 02-818-5; March 18, 2014 distance considerations (dry cleaner located 500 feet south and across Dixie Highway), PM no longer identifies this dry cleaner as an off-site REC. Due to the presence of the plywood subfloor in the former service garage area, PM was unable to visually inspect for potential in-ground hoists. As previously indicated, historical records identified two single-piston in-ground hoists were utilized with no documented removal date. No evidence of potential in-ground hoists were identified as part of the previous subsurface investigation and no evidence of a release was documented; however, if orphaned in-ground hoists are identified in the future, further evaluation may be necessary. Subsurface Investigations Techniques and QA/QC Procedures Refer to previous reports included as part of the Phase I ESA for additional information regarding the subsurface investigation techniques and QA/QC procedures. 1.6 Geology and Hydrogeology Geology generally consists of sand and gravel fill material with varying thicknesses from beneath the surface to approximately 5.0 feet below ground surface (bgs), followed by brown poorly sorted sand with varying amounts of silt and gravel to approximately 41 feet bgs, followed by gray silty clay to 44 feet bgs, the maximum depth explored. Groundwater was encountered at average depths of approximately 22 to 26 feet bgs within the sand unit. An estimated groundwater flow direction was determined to be toward the northwest. 2.0 LOCATION OF CONTAMINATED MEDIA ON THE SUBJECT PROPERTY The analytical results for the soil samples collected during site investigation activities conducted by PM were compared with the Michigan Department of Environmental Quality (MDEQ) GCC and Screening Levels as presented in Part 201 Rules 299.1 through 299.50, dated December 30, 2013 entitled "Cleanup Criteria Requirements fro Response Activity", in accordance with Section 20120a(1) using the Residential and Nonresidential cleanup criteria. The analytical results are summarized in the tables and figures included from previous site investigations. 2.1 Soil Analytical Results (1991-1995) Samples collected during closure activities were analyzed for benzene, toluene, ethylbenzene, and xylenes (BTEX) and methyl tert butyl ether (MTBE). Select samples were additionally analyzed for PNAs and PCBs. The table below summarizes the Part 213 GCC/RBSL exceedances. Sample ID Date Depth (feet bgs) Compound(s) Part 213 Exceedance(s) B-4 7/30/1991 23.5-25.0 ethylbenzene, xylenes DWP and GSIP OW-9 7/30/1991 23.5-25.0 xylenes GS1P UST#1 FN 10/27/1992 Not Reported BTEX DWP and GS1P UST#2 FS 10/27/1992 Not Reported ethylbenzene, xylenes, MTBE DWP and GSIP UST#4 FS 10/27/1992 Not Reported ethylbenzene, xylenes DWP and GSIP PM Environmental, Inc. Page 4 Baseline Environmental Assessment of the Vacant Gasoline Dispensing Station Located at 6756 Dixie Highway, Clarkston, Michigan PM Project No, 02-818-5; March 18, 2014 Sample ID Date Depth (feet bgs) Compound(s) Part 213 Exceedance(s) OW-2 8/4/1993 20-22 benzene DWP OW-3 8/4/1993 20-22 benzene, ethylbenzene, xylenes DWP and GSIP S-100 5/1/1995 18-20 benzene, ethylbenzene, xylenes, MTBE DWP and GSIP S-100 5/1/1995 24-26 BTEX and MTBE DWP, GSIP, SVII (R) S-101 5/1/1995 18-20 benzene, ethylbenzene, toluene, MTBE DWP and GSIP S-101 5/1/1995 24-26 BTEX DWP and GSIP S-102 5/1/1995 18-20 ethylbenzene, xylenes, MTBE DWP and GSIP S-102 5/1/1995 24-26 BTEX and MTBE DVVP and GSIP DWP: Drinking Water Protect on R: Residential GSIP: Groundwater Surface Water Interface Protection SVII: Soil Volatilization to Indoor Air Inhalation Refer to the attached tables and figures for additional information regarding the sampling locations and results. 2.2 Groundwater Analytical Results (1991-1995) Samples collected during closure activities were analyzed for BTEX and MTBE. Analytical results from regular monitoring indicate groundwater impact was not identified above the most restrictive Part 201/213 GCC/RBSLs in the final March 1995 sampling event. Refer to the attached tables and figures for additional information regarding the sampling locations and results. 2.3 CES Analytical Results (2012) Analytical results from soil and groundwater sampling completed by CES identified residual impact in each of the soil samples collected that was below the most restrictive Part 213 RBSLs. Groundwater impact was identified in each of the samples collected with a concentration of n-propylbenzene in CES-2W exceeding the Part 213 DW RBSL. 2.4 PM Analytical Results (2013) Analytical results from soil sampling completed by PM in 2013 identified a concentration of 1,2,4-trimethylbenzene in SB-5 (3-4'). The identified concentration was below the most restrictive Part 213 RBSL and is consistent with residual impact related to the closed LUST status. No other concentrations of VOCs, PNAs, or PCBs were identified above the laboratory M DLs. The results of most recent sampling activities indicated a release had not occurred. PM Environmental, Inc. Page 5 Baseline Environmental Assessment of the Vacant Gasoline Dispensing Station Located at 6756 Dixie Highway, Clarkston, Michigan PM Project No. 02-818-5; March 18, 2014 2.5 Subject Property Facility/Site/Property Status Real estate that is contaminated by a release from a UST system is a "property" pursuant to Part 213, "Contaminated" is defined in Part 213 as the presence of a regulated substance in soil, surface water, groundwater, or air that has been released from a UST system at a concentration exceeding the level set forth in the RBCA tier I screening levels established under section 20120a(1)(a) and (b) of NREPA. A location where a release has occurred or a threat of release exists from an underground storage tank system, excluding any location where corrective action was completed which satisfies the applicable RBSL or SSTL is a "Site" pursuant to Part 213. Contaminant concentrations identified on the subject property in soil and/or groundwater indicated exceedances the GCC/RBSLs established under section 20120a(1) of NREPA, as revised by the MDEQ on December 30, 2013. Specifically, the Part 213 DWP/DW, GSIP, and Residential SVI1 RBSLs were exceeded. The subject property is also an open LUST site. Therefore, the subject property is a "property" and a "site" in accordance with Part 213 of P.A. 451, as amended. 3.0 PROPERTY INFORMATION 11 Legal Description of Subject Property Refer to Appendix C for assessing information which includes a legal description. 3.2 Survey Map of Subject Property A map of the subject property which depicts the property/parcel boundaries is included as Figure 2. 3.3 Scaled Site Map Figures included from the previous site investigations provide a scaled map of the site features and sampling locations with analytical results. 3.4 Scaled Area Map Figure 1 provides a scaled area map depicting the subject property location in relation to the surrounding area. 3.5 Subject Property Address As indicated in Section 1.0, the subject property (Parcel ID: 08-29-328-008 and 08-29-328-009) is located at 6756 Dixie Highway, Clarkston, Oakland County, Michigan 48346 (Figure 1). 3.6 Subject Property Spatial Data As depicted in Figure 1, the subject property is located in Township four North (T. 4N), Range nine East (R. 9E), Section 29, southwest quarter, southeast quarter-quarter, Clarkston, Oakland County, Michigan. According to the MDEQ Groundwater Mapping Project Website, the center of the subject property is located at latitude 42.7213 and a longitude of -83.4189. PM Environmental, Inc. Page 6 4).---rioevt/L4 Baseline Environmental Assessment of the Vacant Gasoline Dispensing Station Located at 6756 Dixie Highway, Clarkston, Michigan PM Project No. 02-818-5; March 18, 2014 4.0 FACILITY/SITE/PROPERTY STATUS OF SUBJECT PROPERTY As indicated in Section 2.1, based upon documented exceedances of the Part 213 DWP/DW, GSIP, and Residential SVII GCC/RBSLs and the open LUST status; the subject property is a property and a site under Part 213 of P.A. 451, as amended and the rules promulgated thereunder. 4.1 Summary Data Tables The analytical results were compared with the MDEQ GCC and Screening Levels as presented in Part 201 Rules 299.1 through 299.50, dated December 30, 2013 entitled "Cleanup Criteria Requirements for Response Activity" in accordance with Section 20120a(1) and Section 21323a(1)(b)(i) using the Residential and Nonresidential cleanup criteria. The analytical results are summarized in the included Tables from previous investigations. CAS numbers associated with each target analyte identified above the laboratory MDLs and maximum contaminant concentrations are also presented in the included Tables, 4.2 Laboratory Reports and Chain of Custody Documentation Samples collected were submitted under chain of custody procedures and within applicable holding times. Refer to the previous reports in Appendix A for the laboratory analytical report and associated chain of custody documentation. 5.0 IDENTIFICATION OF BEA AUTHOR This BEA was conducted on March 18, 2014, by Mr. Jamie Antoniewicz, P.E., Project Engineer, and reviewed by Mr. Steven E. Price, CHMM, Principal and Vice President of Due Diligence, PM Environmental, Inc., which is prior to or within 45 days of property ownership or occupancy. Qualification statements are provided as Appendix C. We declare that, to the best of our professional knowledge and belief, we meet the definition of Environmental Professional as defined in §312.10 of 40 CFR 312 and we have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the subject property. We have developed and performed the all appropriate inquires in conformance with the standards and practices set forth in 40 CFR Part 312. Jamie Antoniewicz, P.E. Project Engineer 6.0 AAI REPORT OR ASTM PHASE I ESA Steven E. Price, CHMM Principal and Vice President of Due Diligence As indicated in Section 1.3, PM prepared a Phase I ESA, dated March 18, 2014, in conformance with the scope and limitations of ASTM Practice E 1527-13 for the subject property (Parcel ID; 08-29-328-008 and 08-29-328-009) located at 6756 Dixie Highway, Clarkston, Oakland County, Michigan 48346. The scope of the Phase I ESA Update included consideration of regulated substances, as defined in Section 20101(1)(y) and 21303(g) of P.A PM Environmental, Inc. Page 7 Baseline Environmental Assessment of the Vacant Gasoline Dispensing Station Located at 6756 Dixie Highway, Clarkston, Michigan PM Project No. 02-818-5; March 18, 2014 451 of 1994, as amended, and constituted the performance of an All Appropriate Inquiry in conformance with the standards and practices set forth in 40 CFR Part 312. A copy of the March 2014 Phase I ESA is included in Appendix A. 7.0 REFERENCES • Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process, ASTM, ASTM Designation E 1527-13. • "Revised Part 201 Cleanup Criteria and Part 213 Risk-based Screening Levels," December 13, 2013; • MDEQ RRD Operational Memorandum No. 4 "Site Characterization and Remediation Verification — Attachment 10, Peer Review Draft Groundwater Not in an Aquifer," February 2007; • MDEQ RRD Operational Memorandum No. 2 "Sampling and Analysis," October 22, 2004, Revised July 5, 2007; • MDEQ Baseline Environmental Assessment Submittal Form (EQP 4025), dated June 2013; • Final Assessment Report, 12/27/1993, Environmental Science & Technology, Inc. (EST) • Tier 1 Unrestricted Residential Closure Report, 9/20/1996, Delta Environmental Consultants, Inc. (Delta) • UST Records, Various, MDEQ • Phase I ESA, December 2012, PM. • Closure Report, January 2013, CES; • Phase I ESA, March 2014, PM. PM Environmental, Inc. Page 8 ENVIRONMENTAL Figures Environmental •& Engineering Services I DESCRIPTION k000-GALLON GASOLINE 557 2 12,000-GALLON GASOLINE UST 1 12.010-GALLON GASOLINE UST 4 1500I-GALLON GASOLINE UST 5 550-DALTON WASTE OIL UST E 5SO-DATLON 5051 01556 7 2.006-o6mom COSTS) UST 5738 SOUTH MAIN STREET POOL MART AND SPAS LEGEND: — — — — _ 6750 DOGE HIGHWAY BOWMAN CHEVROLET ELUL 6791 DIXIE HIGHWAY CLARKSTON CAR WASH SUBJECT PROPERTY FOR MERNISTORICAT SITE FEATURES LIMITS OF UST BASN PARCEL/ LOT SOUNDAMES ELECTRIC WATER GAS BURIED PHONE L/RE — TELE 550-GALLON WASTE OIL UST PUE. DISPENSER FORM141 FUEL DISPENSER VENT PIPE UST UNDERGROUND STORAGE TANK ID= ELECTROMAGNETIC SURVEY AREA CANOPY OrifIRCINNIENTAL Environmental &Engineering Services FIGURE 2 6701 DIXIE HIGHWAY MR. WS ROADHOUSE GENERALIZED DIAGRAM OF THE SUBJECT PROPERTY AND ADJOINING PROPERTIES WITH EPS. SURVEY AREA PRG.1; GASOLINE DISPENSING STATION 6756 DIXIE HIGHWAY CLARKSTON, M1 tNIS la NOT A ISOAL ""dt/DF/Ts 1"1/22/2o13 vERIFy Sne F D=PME11.111 reld TH. ...21nE140%:..5LUST 52015 FILE NAME sco., JA l=5O 02-51 8— 34026 DO LEGEND: — El-ES — — TUE — 13.E NzE UST • Cd Cr 15 1,2,4-1M8 ADCs RNA); PCBs LIOL UNIT. Environmental Enainserin9 Services DESCRIPTION I O SDOS-GALLON GASOLINE UST 2 12.000-GALLON OASOUNE UST 12400-GALLON GASOLINE ART 4 12,000-GALLO4 GASOLINE EST 5 Am-GALLON! WROTE OIL OUT I 0004GALLON FUEL OIL USR 7 2,011C-DALLON FIMPTV). UST SMELT PROPERTY FORM ER/HID-MR ICAL SITE FEATURES LIMITS OF UST BASIN PARCEL LOT BOUNDARIES ELECTRIC WATER GAS BURIED PRONE USE FUEL DISPENSER FORMER FUEL DISPERSER VENT PIPE UNDERGROUND STORAGE TAM SOIL BORING CADMIUM CHROMIUM LEAS 1,2,4-TRIMETNTLEENZENE VOLATILE ORDANIC COMPOUNDS POLYNUCLEAR AROMATIC COMPOUNDS POLYCRLORINATED SIPHERYLS MOTHS* DETECTION LIMR 41111 (UNLESS NOTED) VALUE EXCEED& 40 4004112 CRITERIA NOTES: REFER TO TABLES FUR sPEcIFIC COMPUUND6ANALTsED FIGURE 3 SOIL BORING LOCATION MAP WITH SOIL ANALYTICAL RESULTS FIRM GASOLINE DISPENSING STATION 3758 DIXIE HIGHWAY CLARKsToN, mi 7515 15 107 A SISAL MUT YFRIPT SSC DI•• aa),S. 01.1,4RIS MUM ACC-01.1001 °"2tY0F/cs 1:"Th1/17/2013 carp Irt JA rAw j OLE vw0 02-818-3F03800 111111,2_CrIABIE123,01 ND ND ND ND ND NA Di X ND 9 NO ND NO 10 ND ND ND 17400 1930D NO 1 issact t mow= val. I solL Imo RUST FEWER VIRERCROLDE STONE TANS 917 sw-si PERIM MAR ISLAND ECCAVATON AREA ND 1 o Ho Al 143(10 5011 VERIFICAlION SAMPLW =ATM MIME =ENE trill BENZENE 1DTAL MEWS 11173171 TER11131-00171 EVNER POLYNLClEAR ARMIATC N97170CAR00113 POINCHIDRINATED 931110E03 CAcioisu 07c709934 LOAD Mt MEC= AT OR ACME REROFMNO NOT ARALZRO ONTO - ug/40 Zpnb) 31' ATTACHMENT NO. 5A SITE MAP SHOWING THE EXTENT OF THE FORMER SOIL CONTAMINATION AND THE SOIL VERIFICATION SAMPLING LOCATIONS 6756 DIXIE HIGHWAY CLARKSTON, MICHIGAN ND Arl ND 11 ND NO NO 1003 10130 4000 NO Nil No ND ND HD ND 1000 11000 13E100 1 PREPARED BY REVIEWED BY DRAWN BY J CZ APPROXIMATE : SCALE:F LC wit IT!iI I W15/95 0 50 DATE DATE 9/1 5/9 5 Averts FROW Zr 3.7t We {stcrA. N005). MUSA PROJECT NUIARER 0096-903-1.5445 FILE NAVE DRAWING NO. 9 — 54430 1 Delta Environmental Consultants, inc. ROO 970 3000 11800 22000 1Iu1000 1i 10 CAR WE P. HOOINese CLARKSTON COMM =DR • TENTIVRE • TOLUENE • ETHYL MOINE • TOTAL /MEND ▪ KW. TTITTIART•TBUTIL ETTER • OP PRECIPITAI1S4 /DOING PROCEDURE ND NOT DETECTED AT OR AECHE REPORT40 LAM gpig ATTACHMENT NO. SITE MAP SHOWING THE IXTENT OF THE FORMER SOIL CONTAMINATION AND THE SOIL VERIFICATION SAMPLING LOCATIONS 5756 DIXIE HIGHWAY CLARKSTON, MICHIGAN Delta Environmental Consurtants, Inc. PREPARED Fr amorN DY RENIEWED err APPROXIMATE BD JCZ SCAUE:rtb COOT CATE DATE 9/18/96 g /1 8/98 OFISERYCON WaL ROE 1001100 50 DELTA PROJECT NU103Ei FLEW& oNwa4 NO 0096-603-1.5448 96-5448 0W-10 ND ND NO ND IL_ _ND DOMRVATION D. DOMDDI IDDIENE 10110ENE UNTL 3131,390YE 7113.31. XDWIli 1.01-14. ISTDR(—W.ITYL 071f0R DDIT DOMED ATOM MIME ADPORTIND {PO) SURES MLLE= ,311:e 31 1993 =EFT WHERE RiD4GATFJ3 ND ND AD ND MD ATTACHMENT NO. 9 SITE MAP SHOWING THE EXTENT OF THE FORMER GROUND WATER CONTAMINATION AND GROUND WAu VERIFIGATION SAMPLING LOCATION 6756 DIXIE HIGHWAY CLARKSTON, MICHIGAN Delta • Enviroarnentaf Consultants, In c. APPROXIMATE SEALETFEEt DATE _It j___18 013 0 SO DELIA PROJECT WIRER 0098-803-1.5448 DRAW BY JcZ PFIVAital ElY NO Not g/19/9s CLARKSTON COW% 26' -28 ne = 45 nP =25 secB 15 3T- 19 = 140 5T = 39 2M 28 N 5.9 _ l2 V 12' ,I5 1. .110 11' 28D = 73 Si 51 .11 150 5 1 :30 A 15 21.,4 250 4,1 :'70 E = Elhyiberzzerte X = Xylenes I = Iscprcpylbertzene = n-Butylbenzene TIP n-Propylbenzene secB sec-Butylbenzene 3T = 1,2,3-Trimethyfbenzene 4T = 1,2,4-TOrnethylbenzere 5T = 1,3,511rmethylbenzene A Acenaphthene F Fluoreno 2M = 2-MethYlnaphthalene N = Naphthalene P Phenantl-vene ND = Na anelyles detected All Analyses in u-g1Kg 2012 Soil, Springs end Temporary • Mcnitoring Welis • Former (1993 -2000) Monitoring Wells and Sail Borings 0" 50, Scale: 1" CONSOLIDATED ENVIRONMENTAL SERVICES, INC. 725 S. ADAMS, #190, BIRMINGHAM, MI 48009 T=248-5404437 F=248-540-8368 Docbei 09/18/12 Scale' = 50' Drawn Dyi FIEC Filename' Figure 3 Soil Contamination—August ?4, 20l2 6756 Dixie Highway Clarkston, Ml 4834(1 n' 50, Same: 1• = SO NIMEATERNIESMINS (11711.1 "T.11 r71. T = Toluene E = Ethylbenzene X = Xylenes I = Isopropylbenzerta • = n-Butylbereene nP n-Propylbenzene secD sec.-Butylbenzene 41= 4-Isopropytbensene 31 = 1,2,3-TrImethylbeozerie 4T = 1,2.4-Trimethylbenzene ST 1,3,5-Trim eihylbenzene An = Anthrecene Dna = Bens° (a) nnthracene C Chrysene Fa Fluor. .11 axle F = Fluarene 2M = 2-mottyinaphrialene P Phenanthrene Py = Pyrene N Naphthalene All Analyses 41 2012 Soil Borings and Temporary Monitoring Wells - Former (1993 - 20D0) Monitoring Walls and Soil Borings 0.75 E =0.24 =0.53 nP = 1.1 nI3 030 secB = 2.7 4T =1.1 OT = 0.52 An = g2.5 Han = 0.41 C = 0.60 Fa = 0.72 F 1.1 P=1.8 Py = 0.75 N 8.9 3W-7 SR r 4:1 X n14-3 r, 22 :41 7 150 :;•,=19 I 4I ra 31 35 41. ,¶3 51 1.2 251 3.4 I:62 CONSOLIDATED ENVIRONMENTAL SERVICES, INC. 725 S. ADAMS, #190, BIRMINGHAM, MI 48009 T=.-248-540-8437 F=248-540-8368 Date! 09/18/1.2 Scaler = 5t1' Drawn Dyi HEC Rename! Grdunclwater.dwg Figure 4 Groundwater Contamination-Au, 28, 2012 6756 Dixie Highway Clarkston, MI 48346 Tables Environmental &•Engineering ENVIRONMENTAL! Services <50 ND ND NA NA NA <50 ND ND NA NA NA <50 ND ND NA NA NA <50 ND ND NA NA NA <50 ND ND NA NA NA SB-1 01/15/13 14.-15' 01/15/13 01/15/13 01/15/13 01/15/13 3'-4' SB-2 SB-3 SB-3 SB-4 NA NA NA NA NA TABLE 1 SUMMARY OF SOIL ANALYTICAL RESULTS VOLATILE ORGANIC COMPOUNDS , POLYNUCLEAR AROMATIC COMPOUNDS, POLYCHLORIANTED RIPHENYLS, AND METALS 6756 DIXIE HIGHWAY, CLARKSTON, MICHIGAN PM PROJECT # 02-8184 -c Other VOCs .2) .2 0 0 95636 Various Various 1336363 7440439 16065831 7439921 VOLATILE ORGANIC COMPOUNDS, POLYNUCLEAR AROMATIC COMPOUNDS, POLYCHLORIANTED BIPHENYLS, AND METALS (pg/Kg) Chemical Abstract Service Number (CAS#) Sample ID Sample Date Sample Depth (bgs) VOCs PNAs PCBs Metals SB-5 01/15/13 55 ND ND NA NA NA NA SB-5 01/15/13 55 ND ND NA NA NA NA <50 ND ND NA NA NA NA SD-5 01/15/13 <50 ND ND NA NA NA NA 01/15/13 SD-5 SB-6 01/15/13 <50 ND ND NA NA NA NA SB-6 01/15/13 <50 ND ND NA NA NA NA <50 ND ND NA NA NA NA S5-6 01/15/13 1314' <50 ND ND NA NA NA NA 01/15/13 1314' S5-6 SB-7 01/15/13 <50 ND ND <330 370 8,900 57,000 SB-7 01/15/13 <50 ND ND <330 370 8,900 57,000 <50 ND ND <330 110 14,000 6,200 01/15/13 SB-7 300,000 (teal) <50 ND ND <330 670 17,000 364,000 (coarse) 01/15/13 SB-8 394,000 (fine) Operational Memorandum No. 1: Part 201 Cleanup Criteria and Part 213 Risk-based Screening Levels (RBSLs), Attachment 1: Soil Tables 2 and 3 Residential and Nonresidential Part 201 Generic Cleanup Criteria and Screening Levels; Part 213 Tier 1 FIBSLs, September 28,2012 Residential (pg/Kg) NA NA NA NA 1,200 18,000 21,000 2,100 Various Vadous NLL 6,000 30,000 700,000 570 Various Various NLL iG.X1 3,300 ts,XI NA Various Various NA IG,>0 (G.,X1 1.1E+5 {0) Various Various NLL 2.3E+08 1.4E+08 ID 1.1E+5 (C) Various Various 3.0E+06 NLV NLV NLV 2.10E+07 Various Various 240,000 NLV NLV NLV 5.00E+08 Various Various 7.9E+06 NLV NLV NLV 5.00E+08 Various Various 7.9E+06 NLV NLV NLV 5.20E+10 Various Various 5.2E+96 1.705+06 260,000 NA 1.1E+5 Various Verisus 550,020 2.50E+06 400,000 Nonresidential (pg/Kg) 2,100 Various Various NLL 6,000 30,000 700,000 1.1E+5 IC) Various Various 1.6E+07 NLV NLV NLV Statewide Default Background Levels Drinking Water Protection (Res DWP) Groundwater Surface Water Interface Protection (GSIP) GSIP Human Drinking Water Groundwater Contact Protection (GCP) Soil Volatilization to Indoor Air Inhalation (Res SVII) Ambient Air Infinite Source Volatile Soil Inhalation (Res VSI) Ambient Air Finite VSI for 5 Meter Source Thickness Ambient Air Finite VS1 for 2 Meter Source Thickness Ambient Air Particulate Soil Inhalation (Res PSI) Direct Contact (Res DC) Drinking Water Protection (Nonres DWP) Soil Volatilization to Indoor Air Inhalation (Nonres SV1I) Ambient Air Infinite Source Volatile Soil Inhalation (Nonres VSI) 2.50E+07 Various Various 810,000 NLV NLV Ambient Air Infinite Source Volatile Soil Inhalation (Nonres VSI) 2.50E+07 Various Various 810,000 NLV NLV NLV NLV NLV Ambient Air Finite VSI for 5 Meter Source Thickness 6.00E+05 Various Various 2.8E+07 NLV NLV NLV Ambient Air Finite VSI for 5 Meter Source Thickness 6.00E+05 Various Various 2.8E+07 NLV NLV Ambient Air Finite VSI for 2 Meter Source Thickness NLV Ambient Air Finite VSI for 2 Meter Source Thickness 6.00E+08 Various Various 2.8E+07 NLV NLV NLV 6.00E+08 Various Various 2.8E+07 NLV NLV Ambient Air Particulate Soil Inhalation (Nonres PSI) NA Ambient Air Particulate Soil Inhalation (Nonres PSI) 3.60E+10 Various Various 6.55-106 2.2E-F0S 240,000 NA 3.60E+10 Various Various 6.55-106 2.2E-F0S 240,000 Direct Contact (Nonres DC) 1.1E+5 (G) J Various Various 2.1E+06 9.2E+95 900,000 (DO) Screening Levels (pg/Kg) Soil Saturation Concentration Screening Levels (Cast) I1.1E+5 I Various I Various I NA I NA I NA I NA r.I Applicable Griterion/RBSL Exceeded BOLD Value Exceeds Applicable Griterion/RBS1 ND Not detected at levels above the laboratory Method Detection Limit (MDL) or Minimum Quantitative Level (MQL) Ns Below Grade Surface (feet) NL Not Listed CLOSURE REPORT-ATTACHMENT 7 DATA TABLE SHOWING ALL SOIL VERIFICATION SAMPLING RESULTS FACILITY NAME T 6756 Dixie Hwy., Clarkston, Michigan FACILITY ID NUMBER: 0-005810 PAGE 1 01-9 VOLATILES Sample ID B-4 B-4 B-4 B-5 B-5 B-5 Sample Depth (ft. BGS) 6-7.5 23_5-25 28.5-30 8.5-10 23.5-25 33.5-35 Date Collected 7/30/91 7/30/91 7/30/91 7/31/91 7/31191 7/31/91 Date Extracted 8/02/91 8/02/91 8/02/91 8/02/91 8/02/91 8/02/91 Date Analyzed 8/02/91 8/02/91 8/02/91 8/02/91 8/02/91 8/02/91 Analytical Method No. 8020 8020 8020 8020 8020 8020 Collection Method' SS SS SS 25 SS SS CONSTITUENT (1.10<g) CONIC MDL CONC MDL CONIC MDL CONC MDL CONC MDL CONC MI)), Benzene ND 10 ND 250 ND SO ND 10 NI) JO ND 3I Toluene ND 10 ND 250 740 50 40 10 ND 10 ND 10 Ethilhenzene ND 10 2,200 250 140 50 ND ' 10 17 10 ND 10 Total Xylenes ND 30 10,000 250 560 50 11 10 53 30 ND 10 MTBE ND 00 Hia 250 ND 50 ND 10 ND 30 ND 10 POLYNUCLEAR AROMATICS Date Collected NA NA NA 7/31/91 7/31/91 7/31/91 Date Extracted NA NA NA 8/06/91 8/06/91 8/05/91 Date Analyzed NA NA NA 8/06/91 8/06/91 8/06/91 Analytical Method No. NA j NA • NA 8310 8310 8310 Collection Method NA NA NA SS SS SS corisnwENT (uglkg) CONC MDL CONC MDL CONC MDL CONC MDL CONC min CONC MI01, Acenaphthene NA NA NA NA NA NA ND 100 ND 100 ND 100 Acenaphthylcnc NA NA NA NA NA NA ND 100 ND 100 ND 100 Anthraeene NA NA NA NA NA NA ND 100 ND "100 ND 100 BMW (a) ATaraFaCella NA NA NA NA NA NA ND 100 ND 100 ND 100 Benzo (b)Fluorancene NA NA NA NA NA NA ND 100 ND 100 ND 100 Remo (k) Duoranthene NA NA NA NA NA NA ND 100 ND 100 ND 100 Benno (a) Pyrene NA NA NA NA NA NA ND 100 ND 100 ND 100 Beam (g,h,i) Perylene NA NA NA NA NA NA ND 1CX1 ND 100 ND 100 Chrysene. . NA NA NA NA NA NA ND 100 ND 300 ND 100 Dihenzo (a.h) Anthracene NA NA NA NA NA NA ND 109 ND 100 ND 101) Fluoranthene NA NA NA NA NA NA ND 100 ND 100 ND 100 Flourene NA NA NA NA NA NA ND 200 ND 100 ND 108 Indeno (1,2.3-cd) Pyrene NA NA NA NA NA NA ND 100 ND loo ND 100 2-Methylnapthalene NA NA NA NA NA NA ND 100 ND 100 ND 100 Naphthalene NA NA NA NA NA NA ND 100 ND 100 NO 100 Phenauthrene • NA NA NA NA NA NA ND 100 ND 100 ND /OD Pyrene NA NA NA NA NA _ NA ND 100 ND 100 ND 100 BGS Below Ground Surface *Collection Method Codes (list all that apply): Grab Sample (GS), Split Spoon (SS), Hand Auger (HA), Geoprohe (GP), Continuous Corer (CC), Soil GlIS (SG), Cone Penetrometer (CI'). Hydropunch (HP) ND Not Detected at MDLs MDL Method Detection Limit NA Not Analyzed bnchaikr‘5448Vit1neh7,wq1 TIM 11.111.1 CLOSURE REPORT -ATTACHMENT 7 DATA TABLE SHOWING ALL SOIL VERIFICATION SAMPLING RESULTS FACILITY NAME: 6756 Dixie Hwy-, Clerksion, Miehigari FACILITY ID NUMBER: 0405510 PAGE 2 OF 9 POLYCLORINATED BIPHENYLS Sanxple ID 13-4 B-4 13.4 B-5 15-5 13-5 Sample Depth (It 13(39) 6-7.5 235-25 285-30 8.5-10 233-25 55.5-35 Date Collected NA NA NA 7/31)91 7/31)91 7/31191 Date Extracted NA NA NA 8/08191 8/08/91 8/08/91 Dale Analyzed NA NA NA 8/08151 8/08/91 8/08/91 Analytical method No. NA NA NA 8080 8080 8080 Collection Method NA NA NA SS SS SS CONSTITUENT (ug,/kg) CONC MDL CONC MDL CONC IvIDL CONC MDL CONC MDL CONC MDL P0134016 NA NA NA NA NA NA ND 1 ND 1 ND 1 PC134221 NA NA NA NA NA NA ND 1 ND 1 ND 1 PCB-1232 NA NA NA NA NA NA ND 1 ND 1 ND 1 PCB-1242 NA NA NA NA NA NA 1 ND 1 ND 1 PCB-1248 NA NA NA NA NA NA ND 1 ND 1 ND 1 PCB-1254 NA NA NA NA NA NA ND 1 ND 1 ND 1 PC13-1260 NA NA NA _ NA NA NA _ ND 1 ND i_. 1 ND 1 METALS Date Collected NA NA NA 7/31791 7/31/91 7/31/91 Date Extracted NA NA NA 8106151 8/06151 8/06151 Date Analyzed NA NA NA 8/06/91 8/06/91 8/06/91 Analytical Method No. NA NA NA 6010 6010 6010 Collection Method NA NA NA 25 SS SS CONSTITUENT (ug,/kg) C-ONC MDL CONC /vfDL CONC MDL CONC MDT. CONC MDT, CONC MDT, Lead NA NA NA NA NA NA 14,000 UNK 6,600 UNK 15,000 UNK Cadmium NA NA NA NA NA NA 1,000 UNK 420 UNIC 1,000 UNK Chromium NA NA NA NA NA NA _,_ 11,000 , UNK 7,300 UNK 11,000 UNK BGS = Below Ground Surface collection Method Codes (list all that apply): Grah Sample (GS), Spilt Spoon (SS), Hand Auger (HA), Geoprobe ((3P), Continuous Corer (CC), Soil Gas (SG), Cone Penetrometer (CI'), Hydropurich (HP) ND = Not Detected at MDLs MDL = Method Detection Limit NA = Not Analymd bnerkeAr4,544Muttaoh7.wql CLOSURE REPORT - A'rIACHMENT 7 DATA TABLE SHOWING ALL SOIL VERIFICATION SAMPLING RESULTS FACILITY NAMES 6756 Dixie Hwy, Clarkston. Michigan FACILITY /D NUMBERs 0-005510 PAGE 3 01'9 'VOLATILES Sample ID OW-S OW-8 OW-9 OW-9 OW-9 OW-10 Sample Depth (ft. SOS) 135-15 283-30 6-7.5 23-5-25 28.5-30 115-15 Date Collected 7/30/91 7/30/91 7/30/91 7/30/91 7/30/91 7/30/91 Date Extracted 8/02/93 8/02491 8/02/91 8/02/91 8/02/91 80201 Date Analyzed 8/0207 8/02/91 8/02/91 8102/91 8/02/91 8/02/91 Analytical Method No. 8020 8020 8020 8020 8020 8020 Collection Method* SS SS SS SS SS SS CONS11TUENT (ag/Kg) CONC MDL CONC MDL CONC MDL CONC MDL CONC MDL CONC MDL Benzene ND 10 ND 10 ND 10 ND 50 14 10 ND 10 —, Toluene ND 10 ND 10 64 10 200 50 304 10 ND 10 Bthylbenzene ND 20 ND 10 ND 10 330 50 33 10 ND 10 Total Xylenes ND 10 ND 10 ND 30 1500 50 250 10 ND 10 MTBE ND 10 ND 20 ND 30 ND _ 50 ND 10 ND 10 POLYNLICLEAR AROMATICS Date Collected NA NA NA NA NA NA Date Extracted NA NA NA NA NA NA Date Analyzed NA NA NA NA NA NA Analytical Method No. NA NA NA NA NA NA Collection Method NA NA NA NA NA NA CONSTITUENT (u5/kg) CONC IVADL CONC MDL CONC MDL CONC MDL CONC MDL CONC MDL Acenaphthene NA NA NA NA NA NA NA NA NA NA NA NA Acenaphthylene NA NA NA NA NA NA NA NA NA NA NA NA Antbracene NA NA NA NA NA NA NA NA NA NA NA NA Benzo (a) Anthracene NA NA NA NA NA NA NA NA NA NA NA NA Benz° (b) nuorancene NA NA NA NA NA NA NA NA NA NA NA NA Benz° KEluorantbene NA NA NA NA NA NA NA NA NA NA NA NA Benz() (a) Pyrene NA NA NA NA NA NA NA NA NA NA NA NA Benzo (g,h,I) Perylene NA NA NA NA NA NA NA NA NA NA NA NA Chrysene NA NA NA NA NA NA NA NA NA NA NA NA Dibenzo (a,h) Antbracene NA NA NA NA NA NA NA NA NA NA NA NA Fluoranthene NA NA NA NA NA NA NA NA NA NA NA NA Flourene NA NA NA NA NA NA NA NA NA NA NA NA Indeno (1,2,3-cd) Pyrene NA NA NA NA NA NA NA NA NA NA NA NA 2-Methylnapthalene NA NA NA NA NA NA NA NA NA NA NA NA Naphthalene NA NA NA NA NA NA NA NA NA NA NA NA Phenanthrent NA NA NA NA NA NA NA NA NA NA NA NA Pyrene NA NA NA NA _ NA _ NA NA NA NA NA NA NA METALS Date Collected NA NA NA NA NA NA Date Extracted NA NA NA NA NA NA Date Analyzed NA NA NA NA NA NA Analytical Method No. NA NA NA NA NA NA Collection Method NA NA NA NA NA NA CONSTITUENT (ug/kg) CONC MDL CONC MDL CONC MDL CONC MDL CONC MDL CONC MDL Lead NA NA NA NA NA NA NA NA NA NA NA NA Cadmium NA NA NA NA NA NA NA NA NA NA NA NA Chromium NA NA NA NA NA NA NA ,_ NA NA NA NA NA BGS = Below Ground Surface 'Collection Method Codes (list all that apply): Grab Sample (GS), Split Spoon (SS), Hand Auger (HA), Geoprobe (GP), Continuous C.orer (CC), Soil Gas (SG), Cone Penetrometer (CI?), Hydropunch (HP) = Not Detected at MDLs MDL = Method Detection Limit NA = Not Analyzed bncArt\r‘5448 attach7.wql CLOSURE REPORT - ATTACHMENT 7 DATA TABLE SHOWING ALL SOIL VERIFICATION SAMPLING RESULTS FACILITY NAME: 6756 Dixic Hwy_, Chark.ton, Michigan FACILITY ID NUMBER: 0-005510 PAGE 4 OF 9 VOLATILES UST#1 FN OW-I2 OW-12 OW-11 OW-11 OW-10 Sample ID 25-27 25-27 20-22 28.5-30 20-22 Sample Depth (ft. DOS) 11/25/91 10/27/92 11/25/91 11125191 11/25/91 7/30/91 Date Collected 12/0291 11/04/92 12[02/91 12/02/91 12/02/91 Date Extracted 8/02/91 12/02/91 11/04/92 12/02/91 12/02191 12,0491 !Date Analyzed 8102/91 8020 8020 8020 8020 8020 I:Analytical Method No. !Collection Method* 8020 GS SS SS SS SS SS CONC MDL CONIC MDL CONC 3v1DL CONC IVIDL CONC MDL CONC MDL CONSTITUENT (uFJEg) 10 690 10 Ni) 10 ND 10 ND 15 10 ND 10 ildenzene 10 9,900 10 10 19 10 ND 19 ND 10 ND 10 Toluene 10 10 6.200 10 ND 10 10 ND 10 100 Ethylhenzene 30 27,040 30 30 41 30 10 ND 30 Total Xylenes NUDE 98 ND 10 ND 100 ND 100 ND1. ND 111) 130 100 POLYNUCLEAR AROMATICS NA NA NA NA NA NA Date Collected NA NA NA NA NA NA Date Extracted NA NA NA NA NA NA Date Analyzed NA NA NA NA NA Analytical Method No. NA NA NA NA NA NA NA Collection Method CONC MDL CONC MDL CONC MDL CONC MOL CONIC MDL CONC MDL CONSTITUENT (u9/k9) NA NA NA NA NA NA NA NA NA NA NA NA Acenaphthene NA NA NA NA NA NA NA NA NA NA NA NA Acenaphthylene NA NA NA NA NA NA NA NA NA NA NA NA Anthracene NA NA NA NA NA NA NA NA NA NA NA NA !Benz° (a) Anthracene NA NA NA NA NA NA NA NA NA NA NA NA Benzo (h) Flnoraneene NA NA NIA NA NA NA NA NA NA NA NA NA Berszo (k) Fluoranthene NA NA NA NA NA NA NA NA NA NA NA NA Benzo (a) Pyrenc NA NA NA NA NA NA NA NA NA NA NA NA BC117.0 Perylene NA NA NA NA NA NA NA. NA NA NA NA NA Chrysene NA NA NA NA NA NA NA NA NA NA NA NA pihenzo (a,h) Anthracene NA NA NA NA NA NA NA NA NA NA NA NA Fluoranthene NA NA NA NA NA NA NA NA NA NA NA NA Flourene NA NA NA NA NA NA NA NA NA NA NA NA Indeno (1,2,3-cd) Pyrene NA NA NA NA NA NA NA NA NA NA NA NA 12-IYIethylnapthalene NA NA NA NA NA NA NA NA NA NA NA NA Naphthalene NA NA NA NA NA NA NA NA NA NA NA NA Phenauthrene NA NA NA I NA NA INA NA NA NA WA NA I NA Pyrene METALS 11)25/91 11/25/91 NA 11/25/91 NA NA Date Collected 11/29/91 NA 11129/91 11)29/91 NA NA Date Extracted 12104/91 NA 12/04191 12/04/91 NA NA Date Analyzed 7420 7420 NA 7420 NA Analytical Method No. NA NA SS SS SS NA Collection Method NA CONC MDL CONC MDL CONIC MDL CONC MDL CONC MDL CONC MDL CONSTITUENT (tsg/itg) NA NA NA NA 14,800 1,000 12400 3,000 19,300 1,000 NA NA Lead NA NA NA NA NA NA NA NA NA NA NA NA Cadmium NA NA NA NA NA NA NA I . NA I NA NA NA NA j Chromium DOS = Below Ground Surface *Collection Method Codes (list all that apply): Drab Sample (GS), Split Spoon (SS), Hand Auger (HA). Geoprobc (GP). Continuous Corer (CC), Sail Gas (SG), Cone Penetrometer (CP), Hydropunch (HP) ND = Not Detected at MDLs MDL = Method Detection Limit = Not Analyzed londle\r15448\attee.h7.wq1 CLOSURE REPORT - ATTACHMENT DATA TABLE SHOWING ALL SOH, VERIFICATION SAMPLING RESULTS FACILITY NAME: 6736 Dixie Hwy- Cliirkgne, Mkhigass FACILITY ID NUMBER; 0-46951n PAGE 5 OF 9 VOLATILUS Sample ID UST#2 PS UST#3 FN IIST#4 FS WOFC UST#7 FS UST#7 PH • Sample Depth. (ft BGS) Date Collected 10/27192 10,127/92 10/27/92 10/27/92 10/2,7/92 10/27/92 Date Extracted 11/04/92 11/04/92 11(04/92 11/04/92 11/04)92 11/04/92 Date Analyzed 11/04/92 11/04/92 11/04/92 11(04/92 11/04)92 11/04/92 Analytical Method No. 8020 8020 8020 8020 8020 8020 Collection Method. G5 GS GS GS GS GS coNsTrruENT (4/Kg) CONC MDL CONC MDL CONC MDL CONC MDL CONC MDL CONC MDL Benzene 18 10 100 10 58 10 ND 10 ND 10 ND 10 Toluene 510 10 1,300 10 1,800 10 ND 10 10 10 ND 11 Ethylhenzene 1,003 10 330 10 3,000 10 ND 10 ND 10 ND 10 Total Xylem's 3,340 30 627 30 17,340 30 NI) 30 35 30 ND 30 MTBE 1,500 100 ND_ 100 ND 100 ND 100 ND 100 ND 120 POLYNUCLEAR AROMATICS Date Collected NA NA NA NA NA NA Date Extracted NA • NA NA NA NA NA Date Analyzed NA NA NA NA NA NA Analytical Method No. NA NA NA NA NA NA Collection Method NA NA NA NA NA NA CONSTITUENT (ugfkg) CONC MDL CONC MD1, CONC MDL CONC MDL CONC MDL CONC MDL Acenaphthent NA NA NA NA NA NA NA NA NA NA NA NA Acenaphthylene NA NA NA NA NA NA NA NA NA NA NA NA Anthraccoe NA NA NA NA NA NA NA NA NA NA NA NA 13dAZD (a) Anthracene NA NA NA NA NA NA NA NA NA NA NA NA Benz() (6) Fluoraneene NA NA NA NA NA NA NA NA NA NA NA NA Bera:o (Ir) Fluoranthene NA NA NA NA NA NA NA NA NA NA NA NA Benzo (,_aj Pyrene NA NA NA NA NA NA NA NA NA NA NA NA Berra) (g,h,f) Perylene NA NA NA NA NA NA NA NA NA NA NA NA Chrysene NA NA NA NA NA NA NA NA NA NA NA NA Dibenzo (a,h) Anthracene NA NA NA NA NA NA NA NA NA NA NA NA Fluoranthene NA NA NA NA NA NA NA NA NA NA NA NA FloilMIla NA NA NA NA NA NA NA NA NA NA NA NA IIrideno (1,2,3-cd) Pyrene NA NA NA NA NA NA NA NA NA NA NA NA 2-Mothylnapthalene NA NA NA NA NA NA NA NA NA NA NA NA Naphthalene NA NA NA NA NA -NA NA NA NA NA NA NA Phenanthrene NA NA NA NA NA NA NA NA NA NA NA NA Pyrene _ NA NA NA _ NA NA_, NA NA -- NA NA NA NA NA METALS Date Collected NA NA NA NA NA NA Date Extracted NA NA NA NA NA NA Date Analyzed NA NA NA NA NA NA Analytical Method No. NA NA NA NA NA NA Collection Method • NA NA NA NA, NA NA -CONSTITUENT (ug/4) • CONC MDL CONC MDL CONC MDL CONC MDL CONC MDL CONC MDL Lead NA NA NA NA NA NA NA NA NA NA NA NA. Cadmium NA NA NA NA NA NA NA NA NA NA NA NA Chromium NA NA NA NA NA NA ' NA NA NA NA NA NA , BGS = Below Ground Surface *Collection Method Codes (list all that apply); Grab Sample (GS), Spill Spoon (SS), Hand Auger (HA), Geoprobe (GP), Continuous Corer (CC), Soil Gas (SG), Cone Penetrometer (Cl'), Hydropunch (HP) ND Not Detected at 1VIDLs MDL Method Detection Limit NA Not Analyzed bndAtN5445 attach7.wql Mr° CLOSURE REPORT -ATTACHMENT 7 DATA TABLE SHOWING ALL SOIL VERIFICATION SAMPLING RESULTS FACILITY NAME: 6756 Dixie Hwy., Clarkalon, Michigan FACILITY ED NUMBER: o-oosam PAGE 6 01' 9 VOLATILES 'Sample ID OW-1 OW-2 OW-2 OW-3 0W-3 OW-4 Sample Depth (ft. BGS) 25-27 20-22 25-27 20.22 25-27 20-22 Date Collected 8/02/93 13/02/93 8102/93 8/03/93 8/03/93 8/03/93 Date Extracted 8/06/93 13/10193 8/06/93 8/11/93 8/07/93 8/07/33 Date Analyzed 8/06/93 8/10/93 8106/93 8/11193 8/07/93 11/07/93 Analytical Method No. 9020 8020 8020 8020 8020 8020 Collection Method" SS SS SS SS SS SS CONSTITOENT (ug/Kg) GONG MAL CONC MDL CONC MDL CONC MDL CONC MDL CONC MDL Benzene ND 10 130 10 ND 10 130 10 ND 10 ND 10 Toltrne ND 10 46 10 ND 10 300 10 ND 10 ND 111 Etbylbenzene ND 10 180 14 ND 10 440 10 ND 10 ND 10 Total XyIenes ND 30 779 30 ND 30 1,140 30 ND 30 ND 30 MIME ND _. 100 ND _ 100 ND 100 ND 100 ND 100 ND 100 POLYNTJCLEAR AROMATICS Date Collected NA NA NA NA -, NA NA Date Extracted NA NA NA NA NA NA Date Analyzed NA NA NA NA NA NA Analytical Method No NA NA NA NA NA NA Collection Method NA NA NA NA NA NA CONSITMENT (uOtg) CONC MDL CONC MAL CONC MDL CONC IMDL CONC MDL CONC MDL Acenaphtbene NA NA NA NA NA NA NA NA NA NA NA NA Acenaphthylcue NA NA NA NA NA NA NA NA NA NA NA NA --ll Anthraceue NA NA NA NA NA NA NA NA NA NA NA NA Benno (a) Anthracene NA NA NA NA NA NA NA NA NA NA NA NA 'Sento (b) Fluorancene NA NA NA NA NA NA NA NA NA NA NA NA Benz° (k) Fluoranthene NA NA NA NA NA NA NA NA NA NA NA NA Bertzo (a) Pyrene NA NA NA NA NA NA NA NA NA NA NA NA Benzo (9,t1.1) Perylene NA NA NA NA NA NA NA NA NA NA NA NA Chrysenc NA NA NA NA NA NA NA NA NA NA NA NA Dibenzo (a,h) Anthracene NA NA NA NA NA NA NA NA NA NA NA NA Fluorantbene NA NA NA NA NA NA NA NA NA NA NA NA Plotrenc NA NA. ._, NA NA NA NA NA NA , NA NA NA NA Inckno (12,3-nd) Pyrene NA NA NA NA NA NA NA NA ' NA NA NA NA 2-Methylnakthal elle NA NA NA NA NA NA NA NA NA NA NA NA Naphthalene NA NA NA NA NA NA NA NA NA NA NA NA Phenanthrene NA NA NA NA NA NA NA NA NA NA NA NA Pyrtne _ NA NA NA NA NA _ NA NA — NA NA NA NA NA METALS Date Collected NA NA NA NA NA NA Date Extracted NA NA NA NA NA NA Date Analyzed NA NA NA NA NA NA Analytical Method Na. NA NA NA NA NA NA Collection Method NA NA NA NA NA NA CONSTITUENT (ug/kg) CONC MAL CONC MDL CONC MDL CONC MDL CONC MDL CONC MDL Lead NA NA NA NA NA NA NA NA NA NA NA NA Cadmium NA NA NA NA NA NA NA NA NA NA NA NA Chromium NA NA NA NA NA NA NA _ NA NA NA NA NA BGS = Below Ground Surface •Co/lection Method Codes (list all that apply): Grab Sample (GS), Spilt Spoon (SS), Hand Auger (HA), Geoprobe (GP), Continuous Corer (CC), Soil Gas (SG), Cone Penetrometer (CP), Hydropunch (HP) ND = Not Detected at MDLs MDL = Method Detection Limit NA = Not Analyzed Onchrilr).5448lottachTwq1 •".refrll - ; CLOSURE REPORT - ATTACHMENT 7 DATA TABLE SHOWING ALL SOIL VERIFICATION SAMPLING RESULTS FACILITY NAME: 6756 Dixie Hwy, Clarkston, Mid, igan FACILITY in) NUMBER: 0-003810 PAGE 7 OF 9 VOLATILES Sample Ina OW-4 OW-5 OW-5 OW-6 OW-7 SR-100 Sample Depth (ft. 13GS) 25-27 15-17 24-26 20-22 20-22 18-20 Date Collected 8/03/93 8/03/93 8/63/93 8/04/93 8/04/93 5/01/95 Date Extracted 8/07/93 8/0753 11/137,193 8107/93 8/07/93 5503/95 Date Analyzed 8/07/93 8/07/93 8/07/93 8107/93 8/07/93 5/03/95 Analytical Method No, 8020 8020 8020 8020 8020 8020 Collection Method SS SS SS SS SS SS CONSTITUENT (ug/Icg) CONC MAL CONC mtg. CONC MDL CONC MDL CONC MDL CONC. MDL Benzene ND 10 ND 10 ND 10 ND 10 ND 10 780 500 Toluene 19 10 ND 10 ND 10 ND 10 ND 10 3,400 503 ..Ethylbenzene 240 10 ND 10 ND 10 ND 10 ND 10 8,000 500 'Total XyIenes 230 30 ND 30 ND 30 30 ND 30 40,000 54)3 MTBE 100 ND 100 _ ND 100 ND 109 ND 100 2,200 500 POLYNUCLEAR AROMATICS Date Collected NA NA NA NA NA NA Date Extracted NA NA NA NA NA NA Date Analyzed NA NA NA NA NA NA Analytical Method No. NA NA NA NA NA NA Collection Method NA NA NA NA NA NA CONSTITUENT (ug/kg) CONC MDL CONC MDL CONC VIDL CONC - 'VIAL CONC MDL CONC MAL Aeenaphthene NA NA NA NA NA NA NA NA NA NA NA NA Acenaphthylene NA NA NA NA NA NA NA NA NA NA NA NA Anthracene NA NA NA NA NA NA NA NA NA NA NA NA Benzo (a) Anthracene NA NA NA NA NA NA NA NA NA NA NA NA Iimixo (b) Fluorancene NA NA NA NA NA NA NA NA NA NA NA NA Benzo (k)Flooranthene NA NA NA NA NA NA NA NA NA NA NA NA Benzo (a) Pyrene NA NA NA NA NA NA NA NA NA NA NA NA Benzo (g,h,l) Perylene NA NA NA NA NA NA NA NA NA NA NA NA Cluysene NA NA NA NA NA NA NA NA NA NA NA NA Dibenzo (a,h) Anthracene NA NA NA NA NA NA NA NA NA NA NA NA Flooranthene NA NA NA NA NA NA NA NA NA NA NA NA Plourene NA NA NA NA NA NA NA NA NA NA NA NA Indeno (1,2,3-cd) Pyrene NA NA NA NA NA NA NA NA NA NA NA NA 2Methylnapthalene NA NA NA NA NA NA NA NA NA NA NA NA Naphthalene NA NA NA NA NA NA NA NA NA NA NA NA Phenanthrene NA NA NA NA NA NA NA NA NA NA NA NA Pyrene I NA _ NA NA NA NA NA NA NA NA NA NA NA METALS Date Collected NA NA NA NA NA NA Date Extracted NA NA NA NA NA NA Date Analyzed NA NA NA NA NA NA Analytical Method No. NA NA NA NA NA NA Collection Method NA NA NA NA NA NA CONSTITUENT (ug/kg) CONC MDL CONC MDL CONC MAL CONC MDL CONC MDL CONC MDL Lead NA NA NA NA NA NA NA NA NA NA NA NA Cadmium NA NA NA NA NA NA NA NA NA NA NA NA Chromium NA NA NA NA NA NA NA NA NA NA NA NA BGS Below Ground Surface 'Collection Method Codes (list all that apply): Grab Sample (GS), Split Spoon (SS), Hand Auger (HA), Geoprobe (GP), Continuous Corer (CC), Soil Gas (SG), Cone Penetrometer (C)), Ilydropunch (HP) ND Not Detected at MDLs MDL Method Detection Limit NA Not Analyzed bod \ \rl,5448 attetch7.wc{1 CLOSURE REPORT - ATTACHMENT? DATA TABLE SHOWING ALL SOIL VERIFICATION SAMPLING RESULTS FACILITY NAMEi 6756 Dixie Hwy., Clarkston, Michion FACILITY ID NUMBER: 0-0.0513/4 PAGE 9 OF 9 'VOLATILES Sample ID 5B-100 r Sample Depth (EL BGS) 24-26 Date Collected 5101/95 Date Extracted 5/10/95 Data Analyzed 5110/95 Analytical Method Nn. 8020-SPLP(ug/L) Collection Method* SS CONSTITUENT (ug/Kg) CONC MDL CONC lviDL CONC MDL CONC MDL CONC MDL CONC MDL Benzene ND _ Toluene 170 20 Ethylbeazene 750 20 Total Xylenes 4,500 20 MTBE ND _ 20 POLYNDCLEAR AROMATICS Date Collected NA Date Extracted NA Date Analyzed NA Analytical Method No. NA Collection Method NA CONSTITUENT (ug/kg) C.ONC IVIDL CONC MDL CONC MDL CONC MOL CONC MDL C.ONC MDL Acenaphthene NA NA Acenaphtbylenc NA NA Anthracene NA NA Benz° (a) Anthracenc NA NA Benz° (b) Fluor ancene NA NA Benzo (k) Fluoranthene NA NA Benzo (a) Pyrcne NA NA Benzo (girl) Perylene NA. NA Chsystne NA NA 1)113cazo (a,h) Anthracene NA NA Eluoranthene NA NA Elourene NA NA Indeno (1,23-ed) Pyrene NA NA 2-Methylnapthalene NA NA Naphthalene NA NA Phanarahrene NA NA Pyrene NA NA METALS Date Collected NA Data Extracted NA Date Analyzed NA Analytical Method No. NA Collection Method NA CONSTITUENT (ugiltg) CONC MDL CONC MDL CONC MDL CONC MDL CONC MDL CONC MDL Lead ' NA NA Cadmium NA NA Chromium _ NA NA ..._ BGS = Below Ground Surface *Collection Method C.odes (list all that apply): Grab Sample (05), Split Spoon (55), Hand Auger (HA), Geoprobe (GP), Continuous Corer (CC), Soil Gas (SG), Cone Penetrometer (Cr), Hydropuneh (HP) ND = Not Detected at MDLs MDL = Method Detection Limit NA = Not Analyzed bnchanrn5448\attach7 wol 7a, ' *vv. t .e01*P CLOSURE REPORT - ATTACHMENT 8 COMPARISON TABLE FOR SOIL VERIFICATION FACILITY NAME: 5758 Dixie Ffwy., Clarkston, Michigan FACILITY ID NUMBER: 0-005810 RESIDENTIAL Exposure Codes Leaching to Ground Water Contaminant Sample ID with Maximum Detected Concentration Corresponding Sample Date Maximum Detected Concentration (ug/Kg) Applicable Criterion With Exposure Codes (ug/Kg) Criterion Exceeded? (Yes or No) Tier I IREISL Tier 1//111 SSTL Tier I RBSL Tier 111111 SOIL VOLATILES Benzene SB-100 5/01/95 2,100 100 YES * Toluene SBA 00 5/01/95 24,000 16,000 YES * Ethylbenzene SB-100 5/01/95 60,000 ' 4,700 YES * Total Xylenes SB-100 5/01/95 290,000 74,000 YES * MT13E 813-100 5/01/96 2,200 . 4,300 NO POLYNUCLEAR AROMATICS ,Ace-naphtherie All analyzed samples 7/31/91 ND 120,000 ,. NO — Acenaphthylene All analyzed samples 7/31/91 ND 1,400 NO Anthracene All analyzed samples 7/31/91 ND 150,000 NO Benzo (a) Anthracene All analyzed samples 7/31/91 ND 14,000 NO Benz o (b) Fluoranthene All analyzed samples 7/31/91 ND 14,000 NO _1 Benz° (k) Fluoranthene All analyzed samples 7/31/91 ND 140,000 ,NO Benzo (a) Pyrene All analyzed samples 7/31/91 ND 3,700 NO Benzo (g,h,i) Perylene All analyzed samples 7/31/91 ND 1,500,000 NO Chrysene All analyzed samples 7/31/91 ND 1,400,000 NO Dibenzo (a,h) Anthraoene All analyzed samples 7/31/91 ND 4,200 NO Fluoranthene All analyzed samples 7/31/91 ND 85,000 NO Fluorene All analyzed samples 7/31/91 ND 89,000 NO Indeno (1,2,3-cd) Pyrene All analyzed samples 7/31/91 ND 14,000 NO Naphthalene All analyzed samples 7/31/91 ND 5,500 NO Phenanth re ne All analyzed samples 7/31/81 ND 7,400 NO Pyrene All analyzed samples 7/31/91 ND 58,000 NO METALS A Lead OW-12 10/25/91 19300 21,000 - - NO Cadmium B-6 7/31/91 1,000 8,000 NO Chromium 9-6 7/31/91 11,000 _ 19,000 NO -, POLYCLORINATED BIPHENYLS All Compounds All analyzed samples 7/31/91 i ND 100** 1 NO Comparison based on values of dermal exposure IRBSLs NA = Not Analyzed; ND = Not Detected at MDLs MDL = Method Detection Limit * = SB-100 samples also submitted for Synthetic Precipitation L e a c h i n g P r o c e d u r e , a l l a n a l y t i c a l r e s u l t s a r e b e l o w T i e r I O W i n g e s t i o n l e v e l s . . = The most conservative comparison value. b nd atr15448 I Mach& wgl SHaIGNaddli GLOB UFIE REPORT- Al-FAO-WENT NO. 10 DATA TABLE SHOWING GROUND WATER SAMPLING RESULTS FACILITY NAME: 8756 Dixie Hwy., Clarkston, Michigan FACILITY ID NUMBER: 0-005810 VOLATILES sam•te ID 0W-1 OW-2 OW-3 OW-4 OW-5 CW-5 Screened Interval (ft. DOS) 26-31 fi8 25-31) 24-29 25.5-30.5 25-30 Date Collected 7131/96 7/31/96 7/31/96 7131/96 7/31/98 11/11/94 Date Extracted 8/04/98 8/04/98 8/04/96 8/04/98 8/D4/96 Unknown Date Analyzed 8/04/96 5/04/96 8/04/96 . 8/04/96 8/04/96 Unknown • nalytical Method No, 8020 8020 8020 8020 .011=11111[31111=01 8020 8020 DI- Collection Method* IEIIIIMMINIIEIMIIIII BI- coNSTPRJENT (u./L CONC MDL CONC MDL CONC MDL CONC MDL GONG MDL GONG MDL Benzene ND ND I ND 11111.NDIMMINDIMMI ND ism 1 Toluene NO M.11 ND 1 ND 111111 ND 111111 ND 1111111 ND Ethyiberizene 1.1rE 1 ND Milli N° 111E1 ND 1 ND 1 ND 1 Total Xylenes ND 3 ND MEIII ND 3 ND a ND a NO Mill 50 1731.11=111111 ND 50 NO 50 ND 50 ND 50 ND 50 ND _A VOLATILES Sample ID OW-7 OW-8 OW-11 OW-12 Screened Interval (ft. BGS) 24-29 25-30 22-27 22-27 I- /Date Collected 4/25/95 7/31/96 4/28/95 2/22/95 Date Extracted Unknown 8/04/96 Unknown Unknown Date Analyzed Unknown 5104196 Unknown Unknown Analytical Method No. 6020 8020 8020 8020 Collection Method" BL BL EL BL CONSTITUENT (ug/L) CONC MDL CONIC MDL CONG MDL CONC MDL CONC MDL CMG MDL Benzene ND t ND 1 ND 1 ND 1 Toluene ND 1 ND I ND 1 ND 1 Ethylbenzene NO 1 ND 1 ND I ND 1 Total Xylenes ND 1 ND 3 ND 3 ND 3 MTBE _ ND 60 ND 50 ND t. ND 50 BGS = Below Ground Surface "Collection Method Codes (list all that apply): Hailer (BL), Geoprobe (GP), Purge Pump (PP), Cane Penetrometer (CP), Hydropunch (HP) NA = Not Analyzed; ND = Not Detected at MDLs MDL Method Detection Limit Note; Refer to Appendix C, Table 1 for a Presentation of Time Series Ground Water Anatytical Results. J J J brictnEt r15448 \attac-h10.wq1 j jjj j JJjjj KU CLOSURE REPORT-ATTACHMENT NO. 11 COMPARISON TABLE FOR GROUND WATER VERIFICATION FACILITY NAME: 6756 Dixie Hwy., Clarkston, Michigan FACILITY ID NUMBER: 0-005310 RESIDENTIAL Exposure Codes Health-based Criteria Contaminant Sample ID with Maximum Detected Concentration Corresponding Sample Date Maximum Detected Concentration (1-19/1-) Applicable Criterion With Exposure Codes (ug/L) Criterion Exceeded? (Yes or No) Tier I PlBSL. Tier 11/111 SSTL Tier I IABSL Tier II/11i SSTI_ VOLATILES - , Benzene All wells sampled 07/31/96 ND 5 NO Toluene All wells sampled 07/31/96 ND 1,000 NO Ethylbenzene OW-1 07/31/96 1.6 700 NO Total Xylenes All wells sampled 07/31/96 ND 10,000 NO MTBE All wells sampled 07/31/96 ND 240 NO _ MTBE = Methyl-tert-butyl ether ND = Not Detected at or above the Method Detection Limit bncl\a\r\5448\attachl1wq1 CLOSURE REPORT - TABLE 1 PRESENTATION OF TIME SERIES cRouNo WATER ANALYTICAL RESULTS FACILITY NAME: 8758 Dixie Hwy., Clarkston, Michigan FACILFTY ID NUMBER: 0-005810 PAGE 1 OF 2 frouvnLEs • : . - , • , - d ecreanad Interve DAM SAMPLEU Benzene Tclu5n Ethyl- bensn. Xylem MTI3E ' - (10.2'-29.4' bye) 12/2040 ND ND ND NO NA 8/28/91 ND 2 ND 2 ND 2/28/92' 230 7.3 1,5 2.9 39 OW-1 (29'-31' bye) 8/17/93 3 i 2 N ND 3/94 3 NO 12 ND ND 8/13/94 ND 4 ND ND NO 11/11194 ND NO ND NO ND 4/28195 ND 2 NEI NO ND 7/31/98 NO ND 1.6 ND ND 12/20/90 ND NA OW-2 (R) 8/28/91 48 2 4 24 30 (12'-29' bye) 2/26/92 • 820 22 ND 7.6 77 8/17/93 I ND i4D ND ND OW-2 3/94 4 ND ND ND ND (27.32' bye) 8113194 2 7 5 33 NO 11/11/94 ND ND ND ND ND 7/31/96 ND ND ND ND ND OW-3 (R) (11.2'-28.3' bye) 12/20/90 ND ND 5 NA 8128/91 54 2 2 4 50 2128/92 * ND ND ND ND ND OW-3 (25'40' bus) 8/17793 as 2 ND ND ND 3/94 2 ND ND ND ND 8/13/94 -i 10 ND a 20 38 11/11/94 ND ND ND ND NO 2/22/45 ND ND ND NO ND 4/28/95 ND ND ND ND ND 7/31/96 ND ND ND ND NO OW-4 (R) (12.1'.20.5' bus) 12/20/00 789 256 616 508— NA 6/28/91 201 87 442 688 70 2/28/92' 9E40 58 720 746 160 OW-4 (24'-20' bye) W17/93 ND ND ND ND ND 3/94 ND ND 2 7 NO 8/13/94 ND ND ND ND NO 11/11/94 ND ND ND ND ND 7/31/95 ND ND ND NO NO ' OW-5 (H) (12.2.28.7' bye) -42/20/00 409 140 4-46 148 NA 8/20/91 91 35 167 128 40 2/28/92* 920 130 160 390 130 OW- (25.5-30.5' bge) 8/17/93 ND ND ND ND ND 11/11/94 2 ND ND NO ND 7/31/98 ND ND ND ND ND Consent:521one ere In 1 4111- NA = Not Analyzed ND = Not detected et or above the method deteorfon limit MTBE Methyl Twilery Butyl Ether by. = below ground surface Lead wee runny:rid during this sempling event end ell remake were below MOLT.. FL = Obscrvebon well has bean romoved, XlCiNaddV landya\r1.5448\tablel CLOSURE REPOFIT - TABLE 1 PRESENTATION OF TIME SERIES GROUND WATER ANALYTICAL RESULTS FACILITY NAME; 8758 01818 Hwy., Clarkston, Michigan FACILITY ID NUMBER; 0-905810 PAGE 2 OF 2 OLAT1LES OBSERVATION WELL (screened Interval) GATE SAMPLED I3enzene Toluene Elhyt- benzene Xylenes 1141-BE OW-S (R) (12.7'-29.8' E.E1 ir) 12/20/90 711 601 548 874 NA 8128/91 42 39 42 101 70 2/28/92 6 9.1 5,8 9.5 3.2 ND OW-S (25%30' a 8,17/93 ND ND NO ND ND 11/11/94 ND ND ND ND ND OW-7 (R) (13.1'-30' boa) 12/20/90 NO ND ND ND NA 8/28191 1 8 12 24 ND 2/20/92 * 2.5 NI) NO ND NO OW•7 (24'-29' bga) 9/17/93 ND ND ND ND ND 3/94 NO ND ND ND ND 5/13/94 ND 2 ND ND NO 11/11/94 ND ND ND ND ND 2/22/95 ND ND NO ND ND 4/28/95 ND ND ND ND ND OW-8 (R) (2540' b9* 13/28/91 ND 2 2 11 ND OW-11 (37.42' bg u) 12/02/93 9 ND ND ND ND 3/94 2 ND ND 1 ND 6/13/94 ND ND 4 16 ND 11/11/94 ND ND ND ND ND 7/31/98 ND NO ND ND ND OW-9 (R) (25•-30* bg a) 8/28/91 910 2903 939 2560 ao 2/28/92" 550 940 530 1600 190 OW-10 (R) (25.-30' bg a) 8/25/91 551 47 272 225 40 2/28/92 * 190 4.4 170 151.3 ND OW-11 (22'.27" bg N) 2/28/92" ND ND ND ND ND 9/02/93 ND ND ND ND ND 3/94 ND ND ND ND ND 8/13/94 ND 2 2 8 ND 11/11/94 ND ND ND ND ND 4/28/95 ND ND ND ND ND 09/-12 (22..2r bga) 2/28/02* ND ND ND ND ND 9/02/93 ND ND ND ND ND 3/94 NO ND ND ND ND 5/13/94 ND ND ND a ND 11/11/94 ND ND ND ND ND 2/22/95 ND ND ND ND ND °thefts water well ipeol ND ND ND ND NO 12/02/93 ND ND ND ND ND Concantrationa are In fig/L NA = Not Anedyzed NO Not detected st or obova the method detection limit MTBE Methyl Tertiary Butyl Ether bge = below ground surface s Lead waa analyzed during this sampling event and .111 results were Wow MDLs. = Observation wadi has been removed, bndI8‘r15445\table1.wql J SOIL ANALYTICAL DATA 6756 DIXIE HIGHWAY INDEPENDENCE TWP., MI 4834 Sample Designation CES-1 CES-1 CES-2 CES 2 Residential Drinking Water Protection Residt,ittild Volaiilization to Indoor Air 'Ada holt Criteria Depth (BGS) FP-10' 26'-28' 10'-12' 26'-28' Date Collected 8-28-12 8-28-12 8-28-12 8-28-12 Date Analyzed 9-1042 94042 9-1042 9-10-12 Collection Method PROBE PROBE PROBE PROBE FOUTILE ORGANICS ._ , ::Meilihr182. ' ' - - ' • '' ' ' • . ' , Benzene <30 <34 <31 <30 100 1,600 Toluene <50 <56 <52 -50 16,000 250,000 ( ' Eth 'benzene <50 <56 <52 46 1,500 87,000 X lenes <150 <170 <160 38 <50 5,600 20 150,01)0 ( 670 1 Dibromoetbane DB <50 <56 <52 1 -Diebloroetbane <50 <56 <50 100 2,100 Iso ro 'benzene <50 <56 47 91,000 390,000)' n-Bu 'benzene <51) 46 <52 110 280 1,600 1,600 lls II s n-Pro 'benzene <50 26 <52 see-Bu 'benzene • <50 15 <52 73 1,600 II) 1,2 -Trimetb 'benzene <50 19 <52 51 1,800 94,000 1,2,4-Trimeth 'benzene <50 140 250 2,100 110,000 C 1,3,5-Trimethylbenzene <50 39 <52 30 1,800 94,0001! iPOLVWCI,EAR AROMATIC RYDROCARBONS (POW :.Methrid 827.0. Aee a thtbene - <170 <170 <170 18 <170 300,000 5,900 190,000,000 1,600,000 Acena tbth lIlac <170 <170 <170 Antbracene <170 <170 <170 <170 <170 41,000 NLL 1,000,000,000 D MN Benz° a antbraeene <170 <170 <170 Homo b fluoranthene <170 <170 <170 <170 NLL II) Benzo k fluctranthene <170 <170 <170 <170 NLL C:If , V Benz° ,b,i •e enc <170 <170 <170 <170 NLL NI V Benz° a ene <170 <170 <170 <170 NLL Ni V Chr acne <170 <170 <170 <170 NLL II) Mertz° 2,11 anthracene <170 <170 <170 <170 NIL NI . V Flnoranthene <170 <170 <170 <170 33 730,000 390,000 1,000,000,000 0 580,000,000 Flnorene <170 <170 <170 • Indeno 1,2 -ed rene <170 <170 <170 <170 NLL NI V 2-Meth Ina lithalene <170 28 <170 250 57,000 2,700,000 Na t hthalene <170 6.9 <170 270 35,000 250.000 Phenanthrene <170 <170 <170 31 56,000 • 480,000 2A0,000 1,000,000,000 D Pyrene <170 <170 <170 <170 METALS .,:,L6,: Method 6020A Cadmium 300 340 360 340 6 000 Nil V Chromium 7,900 7,400 8,700 8,500 1:000 Ni V . Lead 4,000 5,000 18,000 6,200 700,000 NI V 5756DIXIESUOP.DOC GROUNDWATER ANALYTICAL RES I LTS 6756 DIXIE HIGHWAY INDEPENDENCE TWP., MI 48346 Sample Detration CES-1W CES-2W Groundwater Direct Contact Protection Criteria -1 Residential Volatilizatipo to Indoor Art' Inhalation Criteria Depth Date Collected Date Prepared Date Analyzed Collection Method 28'-32' 28 -32' Residential 8-28-12 8-28-12 Drinking 9-4-12 9-4-12 Water 9-5-12 9-5-12 Criteria Bailer Bailer VOLATILIE.,ORGANICS (pg/L):.-Mittiod.8260/3 Beniene <1 <I 5.0 A 11,000 5600 Toluene . 0.761 0.84.1 790 E 530,000 S 530.0005 Ethylbenzene 0.24.1 43 74E 170,000 S 110,01)0 Total Xylealts <3 9.3 280 E 190,000 S 190,000 S j,2.:DibrOmoethalie.(Ei3B) <1 <1 0.05 A 25 2400 I,2-Dichloroethane (EDC) <1 <1 5.0 A 19,000 9600 I,2,3-Trimethylbeisient <1 35 63 E* 56,000 S 56,000 S 1,2,4-Triniethylbenzette 1.1 13 63 E 56,000 S 56,000.5 1,3,5-Tricriethylbeniiire 0.52.1 1.2 72 E 61,000 S 61,000 S Isopropylbenzene (1.30.1 47 PAO 56,000 S 56,000 S n-Propylbenz,ene 1.1 150 80 15,000 ID n-Bntylbenzene 0.70 J 22 80 5900 II) See-Butilbenzene 2.7 19 80 4400 ID 4-Isopropyholueue <1 2.7 NMVE NMVE NMVE POILYNITCLEAR AROMATICITYDROCARBONS (p.g/L) Method 8270D ' ' Mena pbthene . . <5.4 <5.1 1300 4200 S 4200 S Aeenaplithyleue <5.4 <5.1 52 3900 S 3900 S Anthracene 0.25.1 <5.1 43 S 435 435 Beam (a) antbracene 0.41.1 <1 2.1 9.4 S, AA MN Benzti (b) Ilooranthene <1.1 <1 1.5 S, AA 1.5 S, AA ID Benzo (k) fluorantlicne <1.1 -1 <1 1.0M; 0.8 S 1.0 M, AA; 0.8 S NLV Benzo (g,h,i) perylene <2.2 <2 1.0M; 0.26S 1.0 M, A.A.; 0.26 S NLV IlIerizo (a) pyreuc <1.1 <1 5.0 A 1.0 M, AA; 0.64 NIN Clinisene 0.601 <1 1.6 S - 1.6 S. AA ID Dibenza (a,h) autbracene <2.2 <2 2.0 M; 0.21 2_0 M, AA; 0.31 NLV Fluoranthene 0.72.1 <2 210 S 210 S 210 S Fluorene 1.1.1 <5.1 880 2000 S 2000 S Ideno (1,2,3-cd) pyretic, <2.2 <2 2.0 M; 0.022 S 2.0 M, AA; 0.022 S NIV 2-Metbytriaphthaleue <5.4 1.4.1 260 25,000 S 25,000 5 Naphthale e <5.4 <5.1 520 31,000 S 31,000 S Pheuan thrcne 1.6.1 0.62.1 52 1000 S 1000 S Pyrene 0.75.1 <5.1 140 S 140 S 140 S METALS (ag/L).. Method 6020A Cadmium 7.0 1,6 J 5.0 A 190,000 NLV Or onuutin 91 57 100 A 460,000 NLV Lead 170 120 4.0 L ID WIN NOTES: A -Criterion is the State of Michigan Drinking Water Standard established pursuant to Section 5 of the Safe Drinking Water AO, Act No. 399 of 'be Public Acts of 1976. AA -filtered groundwater samples must be collected for appropriate comparison to the OCC, since these hazardous substances are likely to be adsorbed to particulates rather than dissolved in water. E -Criterion is the aesthetic drinking water value, as required by Section 20210a(5) of the Natural Resources and Environmental Protection Act • 1994 PA 451, as amended (NREPA). ID - Inadequate data to develop criterion. L -Criteriafor lead are derived using a biologically based model, as allowed for wider Section 20I20a(5) of the NRF.P.A and are not calculated using the algorithms and assumptions specified in pathway-specific rules. M -Calculated criterion is below the analytical Target Detection Limit (TDL), thelefore, the criterion defaults to the It NLV - Flazaodous substance is not likely to volatilize under most conditions. S -Criterion defaults to the chemical-specific water solubility limit. Risk-based sereening levels were obtained from MDEQ Operational Memorandui ir No. I, Attachment 1, trtt Tables, revised September 28,2012. 6756ADOEGW110PDOC ENV1RONMENTA Appendix E Environmental & Engineering Services PP Brownfield Plan Total Projectl'utiTotals 7,600 84;102H Total Cost of Eligible Activities to be Funded through TIF (includes ROBRA admin. fees and LSRRF) Table 1: 6756 Dixie Highway, Independence Township - Estimated Costs of Eligible Activities Item/Activity Total Estimated Cost Comments BaSelineEnvirannientalAssessment ActiVi ies Baseline Environmental Assessment (BEA) Baseline Environmental Assessment Activities Total Due Care Activities Characterization and Verification Sampling of Soil and Soil Gas Due Care Activities Total Add Itlo. Contaminated Soil Disposal Associated with Development Activities (buildling footings, utility trenches) Characterization and Verification Sampling of Soil Additional Rosopnse Activities Total '1 DemblitiOn ACtivities: Building Demolition (incl. backfill of footing voids, regrading, etc.) Site Demolition (incl. removal of asphalt and concrete, guard rails, fencing, roof top unit, freon, light poles, dumpster enclosure, island canopies, etc.) [Demolition Activities Total AsbettbS;Activities•,': Asbestos Survey Asbestos Abatement Asbestos Activities Total F.e.op.a.riovott0f p.rothfroci.iplo -:,d04Aoti3.81:wpoo!.40.-: Brownfield Plan 2,500 2,500 7,500 7,500 4,500 14,250 16,152 30,402 I 1,600 15,000 16,600 7,600 15% Contingency OCBRA Administrative Fees TIF Capture for LSRRF Excludes Baseline Environmental Assessments and Preparation of Brownfield Plan/Work Plan 36,000 $1000 per each year of capture $ 20,000 11,100 Tr181. Tax 814,3o99.1.31nenclao 5.1111844. - 1114 .. -' 2011 ' 2015 -0015 50111 2511 2070 2023 2022 1977 .. MIA 5025. 2026 2927 2021 ' .2029 2730 2514 '7300 • toll 2054 2010 15895 2037 2038 Combined Curran( Taxable 041120 for all 7a4ea1s 3 206.110 0201.110 4 000.110 4 206,1 0 $ 200,110 . 5110 0066.116 3261,110 6201,010 0201,110 3 205,110 0206.110 0206.100 3 205110 5406,110 5216,110 5200,112 0206,110 0206,000 3 206.110 4 103.110 0 236.110 4270,110 3 705,110 Eetlmaled Toe Increment Ve1ue 03911.3a4a4414115e1 51123/year). 0615,000 $. 525,050 *530,206 4523,553 0540,000 5536,317 2501.700 3007,200 5552371 2000,500 0574,005 0579.927 5650,720 3 401,60 *507.905 5600.574 5 009,500 0011.604 5001,760 3 527.977 5 634,251 0 640.603 5047,004 4 653,479 Incremental 9116314704e (Current Tex Value mlnud 5.6 7., 014e) 5316,350 5 313.800 5321,140 5329.442 5324,710 *340207 5341,6761 5251,189 0356.711 2300,390 0765,073 9373,517 0332.015 5 365,433 4211,340 4357,364 $ 403,399 0490,404 2455,650 5 421.657 5 426.147 $ 431453 5447,600 4 447,369 L093113.9 -511139, 4.11330 0.3415 5 1231 9 1,330 5 77 5 77 3 1.353 9 1.3150 5 1,403 4 1,425 4 781 0 60 4 81 3 82 $ 1,448 9 63 5 1,471 1 85 3 1.495 4 1,516 3 1.347 5 1,553 3 1.531 3, 1,615 5 1,640 9 1,065 3 1.850 5 1.716 5 36 2 05 5 69 5 SO -; 22 I. 93 5 95 3 96 3 87 $ 93 2 1.744 .5 100 3 1,78e 4 1,794 5 1,611 $ 1,647 7 1,074 5 102 1 103 4. 105 5 151 5 305 3 09,042 1 2,193 County 07.7.1172 3.&. and 0,0 0,6474 County 115363 05 (7503a) 0.2146 3 69 3 60 $ 70 s 71 5 72 5 73 5 11 1 75 5 77 0 75 $ 79 3 60 5 31 4 83 1 94 0 85 5 67 5 50 3 89 9 91 5 32 5 93 1 95 5 54 $ 1.940 Gonaral 13193 5 325 S 325 5 330 3 338 3 341 0 347 5 352 4 358 2 164 3 369 5 375 3 301 S 387 -5 393 2 351 3 406 5 411 5 417 4 424 9 430 $ 455 5 443 9 409 5 456 5 9.255 5 31.143 F17. 3.5104 s 1,172 s 1,122 5 1,141 3 1.159 3 1.1711 5 1,107 3 1,316 5 1.136 3 1,255 ; 1,075 5 1,295 3 1,315 5 1,315 5 1,300 5 1,077 5 1,596 5 1,415 5 1,441 5 1.423 9 1.404 9 1.577 5 1.529 5 1,591 5 1,574 p800. 7.9500 3 541 3 941 5 P. 3 1372 5 958 $ 1,074 3 1,920 9 5.036 i 1,757 3 1.339 5 1,061 5 1,103 $ 1,120 5 1,137 2 5.155 4 1.177 ; 1.120 3 1209 4 1,226 5 1.515 3 1.233 3 0,202 5 1301 5 1.3213 6 10.7115 5 3,745 54151y Path 03723 $ 93 3 96 5 95 3 103 5 101 5 103 0 104 5 105 3 105 5 110 3 111 1 113 5 115 5 117 4 118 5 120 4 122 3 124 5 126 5 136 4 129 5 101 9 133 9 135 OCCVot 1.5844 5 535 5 505 6 514 0 522 5 530 i 609 3 546 4 556 44 565 5 574 0 583 5 592 3 601 5 611 3 020 9 530 s 633 3 649 3 553 0 869 5 673 5 085 3 599 9 709 5 14,316 5 15,778 0.4 011 SO Vol 51637 5 1,010 4 1,010 3 1.027 3 1.044 $ 1,061 3 1,078 5 1.795 5 1,115 0 1.130 5 1,149 3 1,166 5 1,155 5 1,303 $ 1,221 3 3.040 5 1.253 3 1,015 4 1.196 5 1,317 5 1,337 3 1,357 5 1,377 5 1,397 5 0.116 0419 A.4 soil NI 0.2005 1 54 5 54 4 65 5 66 3 67 1 08 $ 59 9 70 4 71 9 73 3 74 5 75 5 75 $ 27 4 TB .5 80 3 al s 82 5 83 3 55 3 50 4 64 5 55 $ 93 3 305 5 309 5 0,815 5 1,174 0411ry Coera1162 9,6910 3 794 3 220 5 221 5 229 9 231 3 335 $ 239 3 245 5 247 5 250 5 254 5 251 5 332 3 266 5 275 5 275 3 279 4 261 3 257 5 291 2 296 5 300 I 7,741 7351 5 7.972 8 8301 5 7,118 5 5194,114 Total Local Taxes 153-plur421.1 %MI 5 5,711 3 6,719 5 5,551 2 3,157 3 9,053 1 3,951 4 5,250 $ 6,360 2 8.451 2 5082 5 1,855 4 6.755 5 1,854 0 4,670 3 7,577 $ 7,185 3 7,294 5 7.404 6 7,615 401743,M1 L5 0112.11191.1...2.107.0.3.6.01 .7.-,11-5109-$m03 110704 3 7.140 3 0730 ' 5 00702 0,6405 00151 3. 0,114 3 0,322 5 6.23.1 3 75,4716 00205 5.4074 0,7270 603 5 5.-730 9 70415 0 7163 3 0.231 5 7.071 5 7.922 3 765,140 71444 17410 '.4045 4,049 5 7,607 7 1.345 5 4.034 5 0.5.11 0 35550 0102,110 3 54,517 5E7 1.060.1 5 1,011 1 1;513 1 1.545 5 1,50'7 3 ,5,77 5 3041 * 0776 6 7,107 32 2.141 S 2.174 2 1741 9 2.2.13 5 0.275 3 3.311 3 20406 5 0,354 3 2.924 3 2,167 3 4.43.5 19.420 10.797 0241,503 74105 9.91t54.1434'8 05,070 5 7.351 5 7,060 5 7...75 5 7,507 0 4,016 5 0,156 0 15241 4 0,415 35 5,1150 4 3,627 3 11.134 0 8,172 35 3,111 5 9.071 9 5,035 5 4.527 5 9,630 3 7,020 b 1.579 4 19401 5 15,275 35 9 10,531 3 Ps 41325/ 12711,131712181,600-81560 30,461 0.51334,157 74i12351 3 2.053 5 4,715 3 620 5 2469 3 5.549 s 3.1e, 9 0,94 9 9,955 4 1459. 3 2737 0 7.600 0 7,317 97 7,167 5 76. 4 24,3 4 2.740 1 3,772 5 0.545 5 2.010 $ 1.0025 4 8,097 4 3.011 1 3683 5 3.131 5 61.574 1144 6,41.31y .....E. 0.175.97 0.7970,1 5 325 71 5 5.1 3 04 3 1.0 0 413 475 3.1 3 55 3 0* 7, 07 5 66 0 55 5 59 5 74 0 70 3 105 .3(1 5 475 175 155 1505 3.9 3 257 754 41 3 al 4 32 S 74 1 78 2 86 2 77 3 78 8 '77 5 at 3 47 5 42 5 08 5 47 5 430 .07 7 245 .750 179 9 04 3 05 3 67 5 65 5 39 7 7.192 5 3.2. 5 13,414 9 17060 6 1,141 1 1,115 5 3,595 Tom: 0.1 ond 1.1,0040163183,1301,7684 7.11190 5 7.526 5 7.325 3 3364 5 7,455 8 15144 ; 3,465 5 7,535 5 2334 3 8.504 3 2,016 6 7.6111 3 2,709 0 24171 4 1,614 3 2,457 5 4,301 5 3.045 5 2,119 3 75,999 '71541 140.1., 05.11306 Totir cothned 5.7115775. 15.7508 Annual Captured 1.9ce1 Tun 5 6.788 $ 5,765 3, 5,631 5 5,957 3 6.553 5 9.101 5 8,250 4 1,350 $ 6,451 5 5,552 5 6.555 S 6,751 4 8,664 3 6.970 4 7,077 5 7,105 7 7.294 4 7,404 3 7,515 5 7,604 5 7,711 5 7355 3 7,572 5 8,069 068.194 .31911.11,44.132* Fed 3 1.500 3 1.500 5 5,500 3 1,404 3 1.500 3. 1,500 5 .1,530 5 0,500 9 UK 5 1,500 3 1,530 3 1,500 3. 1,502 5 1.500 .5 1.500 3 1307 3 1.500 4 . 1,306 5 1,530 9. •1,500 5 1.500 5 1300 9 1,500 5 1.500 2 39,029 " .4 5,356 6,472 4,589 1 6125. 3 6241. 9 4 Arnual Capturacl Local 713.1 A1147 OKIrn11, Kddi 189a4 Curnmla41vv744 5.92117. • 2. 066 8 4.199 3 4,236 5 4.512 ' 5 4,361 1 1,457 5 4.553 4 4.061 5 12.831 3 17,330 5 21.992 5 20,654 3 4,789 3 31,304 3 4350 5 36.154 ' .3 . ' '5 5 4,951 2 8,052 5 5.556 .5 3.259 5 8.364 5,470 5 5,977 2 5.600 5,754 -5 5,904 5 41.104 5 46.110 5 51,312 S 51,570 4 11,534 3 57404 3 75,961 3 78.665 5 84,459 5 90,105 5 6.015 1 56,275 5 112,651 5 124.145 3 148.312 5 153,155 4 153.113 Loc1-07.1y IWO:weed Exp.*. Local Taxae 9 4,253 5 4,236 0 4.3E1 5 4.457 3 4,551 9 4,651 1 4,750 5 4,554 3 4.951 8 5.052 3 5,155 3 5.259 3 5,314 0 5,470 3 5,577 5 5,6E5 5 5,794 3 4.304 9 4,001 Unreirnbuneel 5,1942. 06750155 1 95.222 5 99,936 5 80,671 5 62,310 9 77.653 3 73,330 9 65,649 4 07,095 5 59,049 3 54.036 5 49.044 3 43,631 3 26,622 3 33,250 5 27,790 3 22,222 5 16,501 5 12,743 3 4.529 3 {1,70 06 8 RA Local 3118 Perm:diction 02aoly105 91-.01621:401. Loam 7.0 550914 3 445044 5 4.030 7 4,300 3 4,000 5 4.055 5 mom 194 Yt115Developer Relmbursernerl Resolution #14158 July 16, 2014 Moved by Weipert supported by Jackson the resolutions (with fiscal notes attached) on the amended Consent Agenda be adopted (with accompanying reports being accepted). AYES: Dwyer, Gershenson, Gingell, Gosselin, Hatchett, Jackson, Long, Matis, McGillivray, Middleton, Scott, Spisz, Taub, Weipert, Woodward, Zack, Bosnic, Crawford. (18) NAYS: None. (0) A sufficient majority having voted in favor, the resolutions (with fiscal notes attached) on the amended Consent Agenda were adopted (with accompanying reports being accepted). 7 - 7 - I FIEFEBY APPROVE THIS RESOLUTION. CHIEF DEPUTY COUNTY EXECUTIVE ACTING PURSUANT TO MCL 45.559A (7) STATE OF MICHIGAN) COUNTY OF OAKLAND) I, Lisa Brown, Clerk of the County of Oakland, do hereby certify that the foregoing resolution is a true and accurate copy of a resolution adopted by the Oakland County Board of Commissioners on July 16, 2014, with the original record thereof now remaining in my office. In Testimony Whereof, I have hereunto set my hand and affixed the seal of the County of Oakland at Pontiac, Michigan this 16th day of July 2014. 447,4_ Lisa Brown, Oakland County