APPENDIX M
PHASE I ENVIRONMENTAL SITE ASSESSMENT Privileged and Confidential Prepared at the Request of Counsel
FINAL PHASE I ENVIRONMENTAL SITE ASSESSMENT Former Great Lakes Downs Facility 4800 Harvey Street Muskegon, Michigan
Prepared for:
Dykema Gossett PLLC 400 Renaissance Center Detroit, Michigan 48243
Prepared by:
Amec Foster Wheeler Environment & Infrastructure, Inc. 46850 Magellan Drive, Suite 190 Novi, Michigan 48377 (248) 926-4008
February 4, 2015
Project No. 3293-15-1604
Copyright © 2015 by Amec Foster Wheeler Environment & Infrastructure, Inc. All rights reserved. February 4, 2015
Mr. Mark Jacobs Dykema Gossett PLLC 400 Renaissance Center Detroit, Michigan 48243
Subject: Final Phase I Environmental Site Assessment 4800 Harvey Street Muskegon, Michigan Project No. 3293-15-1604
Dear Mark:
Amec Foster Wheeler Environment & Infrastructure, Inc., is pleased to present this Final Phase I Environmental Site Assessment report for the above-referenced location in Muskegon, Michigan. We appreciate the opportunity to serve you on this project. If you have any questions or desire further information, please feel free to contact us at (248) 926-4008.
Sincerely,
Amec Foster Wheeler Environment & Infrastructure, Inc.
Erica Geasler-Bromley, PE Dan McNeely Project Manager Senior Environmental Scientist
Attachments
DTM/EGB
Amec Foster Wheeler Environment & Infrastructure, Inc. 46850 Magellan Drive, Ste 190 Novi, Michigan 48377 Tel+1 (248) 926-4008 Fax+1 (248) 926-4009 www.amecfw.com P:\Commercial_Industrial\Dykema Gosset\Muskegon MI\Final Phase I ESA - 4800 Harvey, Muskegon MI 020415.Docx Former Great Lakes Downs Facility, 4800 Harvey Street, Muskegon, Michigan Final Phase I ESA
TABLE OF CONTENTS Page
EXECUTIVE SUMMARY...... IV 1.0 INTRODUCTION ...... 1-1 1.1 Purpose...... 1-1 1.2 Detailed Scope of Services ...... 1-2 1.3 Significant Assumptions ...... 1-3 1.4 Limitations, Exceptions, Special Terms, and Conditions...... 1-3 1.5 User Reliance...... 1-4 2.0 SITE DESCRIPTION ...... 2-1 2.1 Location and Legal Description ...... 2-1 2.2 Site and Vicinity General Characteristics...... 2-1 2.3 Current Site Usage...... 2-1 2.4 Current Uses of the Adjoining Properties...... 2-2 3.0 PHYSICAL SETTING...... 3-1 3.1 Topography...... 3-1 3.2 Soils ...... 3-1 3.3 Groundwater ...... 3-1 4.0 USER-PROVIDED INFORMATION ...... 4-1 4.1 Title Records...... 4-2 4.2 Environmental Liens or Activity and Use Limitations...... 4-2 4.3 Specialized Knowledge ...... 4-2 4.4 Commonly Known or Reasonably Ascertainable Information ...... 4-2 4.5 Valuation Reduction for Environmental Issues ...... 4-2 4.6 Reason for Performing Phase I ESA ...... 4-2 4.7 Other...... 4-3 5.0 ENVIRONMENTAL RECORDS REVIEW ...... 5-1 5.1 Standard Environmental Records Sources...... 5-1 5.1.1 State and Local Records ...... 5-2 5.1.2 Federal Records...... 5-2 5.1.3 EDR Proprietary Records ...... 5-2 5.1.4 Orphan Sites List...... 5-2 5.2 Additional Environmental Record Sources ...... 5-2 5.2.1 Fruitport Township Fire Department ...... 5-3 5.2.2 Muskegon County Health Department ...... 5-3 5.2.3 Michigan Department of Environmental Quality ...... 5-3 6.0 HISTORICAL RECORDS REVIEW...... 6-1 6.1 Title Records...... 6-1 6.2 Local Street Directory...... 6-1 6.3 Aerial Photographs...... 6-2 6.4 Historical Topographic Maps ...... 6-5 6.5 Fire Insurance Maps...... 6-6 6.6 Building Department Records...... 6-6
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6.7 Previous Reports or Records of Proceedings...... 6-6 6.8 Historical Use Information on Adjoining Properties...... 6-6 7.0 SITE RECONNAISSANCE ...... 7-1 7.1 Methodology and Limiting Conditions...... 7-1 7.2 General Site Setting ...... 7-1 7.3 Buildings and Structures ...... 7-2 7.4 Aboveground Storage Tanks...... 7-2 7.5 Underground Storage Tanks ...... 7-2 7.6 Odors ...... 7-2 7.7 Pools of Liquid...... 7-3 7.8 Pits, Ponds, or Lagoons ...... 7-3 7.9 Drums ...... 7-3 7.10 Hazardous Substances and Petroleum Products Storage Containers ...... 7-3 7.11 Unidentified Substance Containers ...... 7-3 7.12 Polychlorinated Biphenyls ...... 7-3 7.13 Stains or Corrosion ...... 7-3 7.14 Drains, Sumps, or Other Discharge Features...... 7-4 7.15 Stained Soil/Pavement or Stressed Vegetation ...... 7-4 7.16 Solid Waste or Fill Dirt...... 7-4 7.17 Wastewater ...... 7-4 7.18 Wells ...... 7-4 7.19 Septic Systems ...... 7-4 7.20 Wet Areas or Surface Water Bodies...... 7-5 8.0 INTERVIEWS ...... 8-1 8.1 Interview with Property Operator ...... 8-1 8.2 Attempted Interviews...... 8-1 9.0 FINDINGS ...... 9-1 10.0 OPINION ...... 10-1 11.0 CONCLUSIONS ...... 11-1 12.0 DEVIATIONS AND DATA GAPS ...... 12-1 13.0 ADDITIONAL SERVICES ...... 13-1 14.0 REFERENCES ...... 14-2 15.0 SIGNATURE(S) OF ENVIRONMENTAL PROFESSIONAL(S)...... 15-1 16.0 QUALIFICATIONS OF ENVIRONMENTAL PROFESSIONAL(S) ...... 16-1
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TABLES Table 1: Site Utilities...... 2-1
Table 2: Adjoining Properties...... 2-2
Table 3: Information Obtained from User Questionnaire...... 4-1
Table 4: Environmental Database Search Results...... 5-1
Table 5: Street Directory Search Results...... 6-1
Table 6: Aerial Photograph Search Results...... 6-3
Table 7: Historical Topographic Map Search Results ...... 6-5
Table 8: Summary of Interviews ...... 8-1
FIGURES Figure 1 Site Location Figure 2 Site Layout
APPENDICES Appendix A Site Related Documents Appendix B EDR Tax Map Report Appendix C EDR Environmental Lien and AUL Report Appendix D EDR Radius Map™ Report with GeoCheck® Appendix E EDR-City Directory Image Report Appendix F EDR Aerial Photo Decade Package Appendix G EDR Historical Topographic Map Report Appendix H Certified Sanborn® Map Report Appendix I Photographic Log Appendix J Resumes
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EXECUTIVE SUMMARY Amec Foster Wheeler Environment & Infrastructure, Inc. (Amec Foster Wheeler), was retained by Dykema Gossett PLLC (Dykema Gossett) to perform a Phase I Environmental Site Assessment (ESA) for the site located at 4800 Harvey Street in Fruitport Township, Muskegon County, Michigan (the site). The site is physically located in Fruitport Township, although it has a Muskegon mailing address. The site is currently occupied with portions of an unused horse racing facility. Most components of the former horse racing facility were demolished in 2008. Amec Foster Wheeler performed this Phase I ESA in general conformance with the scope and limitations of ASTM International (ASTM) Standard E 1527-13.
The purpose of this Phase I ESA was to identify known environmental conditions or concerns associated with the site, which include any recognized environmental conditions (RECs) associated with the site. RECs do not include de minimis conditions that generally do not present a material risk of harm to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. The results of our Phase I ESA are summarized below.
Site History Based on a review of reasonably ascertainable records, the site was undeveloped until approximately 1988 at which time it was developed as a horse racing facility. The facility included several barns, a 5/8-mile oval track, maintenance building, grandstand, outbuildings, and parking areas. The original owner, Mr. Jerry Campbell, sold the facility in 1999 to MI Racing, Inc. who continued horse racing operations at the site. The facility was closed in 2007, and soon thereafter was purchased by the Little River Band of Ottawa Indians (LRBOI). Most of the on-site structures were demolished in 2008.
Site Reconnaissance At the time of Amec Foster Wheeler’s site reconnaissance on January 22, 2015, the site was vacant. Amec Foster Wheeler did not observe evidence of aboveground storage tanks (ASTs), underground storage tanks (USTs), odors, pools of liquid, drums, containers storing potentially hazardous substances or petroleum products, stains or corrosion, pits, ponds, or lagoons.
Environmental Records Review of the federal, state, and tribal (if appropriate) records, including a proprietary records summary provided by Environmental Data Resources, Inc (EDR), a third-party provider of environmental and land use records, indicates that three properties of environmental concern are located within the respective ASTM standard search distances for each category. Amec Foster Wheeler has screened the identified properties for significance with respect to their potential impact on the site based on reasonably ascertainable information obtained from the records review, site reconnaissance, and interviews. Based on distances from the site boundary, the types of listings,
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Conclusions No significant data gaps were identified that affected Amec Foster Wheeler’s ability to identify RECs for the site.
Amec Foster Wheeler has performed this Phase I ESA in conformance with the scope and limitations of ASTM Standard E 1527-13. This assessment has revealed no evidence of RECs in connection with the site.
Limitations This Executive Summary is provided as a summary only, and should be used only in conjunction with a full review of the complete Phase I ESA report. Amec Foster Wheeler completed this work under the contract terms and conditions presented in Amec Foster Wheeler’s proposal dated January 6, 2015, as signed by Dykema Gossett on January 14, 2015.
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1.0 INTRODUCTION Amec Foster Wheeler Environment & Infrastructure, Inc. (Amec Foster Wheeler), was retained by Dykema Gossett PLLC (Dykema Gossett) to conduct a Phase I Environmental Site Assessment (ESA) for the site located at 4800 Harvey Street in Fruitport Township, Muskegon County, Michigan (the site) in general accordance with the scope and limitations of ASTM International (ASTM) E 1527-13, “Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process.”
Amec Foster Wheeler prepared this Phase I ESA in accordance with a proposal dated January 6, 2015. Amec Foster Wheeler understands Dykema Gossett has been retained by the Little River Band of Ottawa Indians (LRBOI), the site owner.
1.1 PURPOSE This Phase I ESA is intended to satisfy one of the requirements to permit the LRBOI to qualify for the innocent landowner, adjoining property owner, or bona fide prospective purchaser limitations on liability under the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA) (landowner liability protections). This Phase I ESA conforms to standards for “all appropriate inquiries”1 into the previous ownership and uses of the site as specified by the US Environmental Protection Agency (EPA) in 40 CFR Part 312, and in accordance with good commercial or customary practice.
The goal of the Phase I ESA process is to identify recognized environmental conditions (RECs). The term REC means the presence or likely presence of any hazardous substances or petroleum products in, on, or at a site: (1) due to any release to the environment, (2) under conditions indicative of a release to the environment, or (3) under conditions that pose a material threat of a future release to the environment. De minimis conditions are not RECs. A de minimis condition generally does not present a threat to human health or the environment and generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies.
Separate and distinct from a REC are two other types of conditions that may be noted in a Phase I ESA: a controlled REC (CREC) or an historical REC (HREC).
A CREC is a REC resulting from a past release of hazardous substances or petroleum products that has been addressed to the current satisfaction of the applicable regulatory authority (for example, as evidenced by a no further action [NFA] letter or the equivalent, or meeting risk-based criteria established by the regulatory authority), with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls, such as site use restrictions, activity and use limitations (AULs), institutional controls, or engineering controls.
1 As defined at 42 U.S.C. Section 9601(35)(B) and 40 CFR Part 312.
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An HREC is a REC from a past release of any hazardous substances or petroleum products that has occurred in connection with the site and has been addressed to the satisfaction of the applicable regulatory authority (using current criteria) or meets the unrestricted residential use criteria established by the regulatory authority and applicable at the time of this Phase I ESA without subjecting the site to any required controls.
1.2 DETAILED SCOPE OF SERVICES The scope of services for conducting a Phase I ESA is outlined in ASTM E 1527-13. This Phase I ESA report should not be used for any purposes outside the scope.
Significant additions, deletions, or deviations to ASTM E 1527-13 are noted below or in corresponding sections of this report. To complete the scope of services, the following tasks were performed: A physical site reconnaissance to identify likely RECs in connection with the site; Visual observation of adjoining properties or facilities to assess conditions that may indicate RECs on the site or on an adjoining property; Review of historical land use of the site back to the first developed use or 1940, whichever is earlier; Review of existing published information related to geology, hydrology, and topographical information for the site; Review of reasonably ascertainable records and regulatory agency file database searches to identify federal and state-listed properties of known potential environmental concern located within the minimum search distances from the site, as specified in ASTM E 1527-13; Interviews with present site owner and occupant; Interviews with representatives of the state, county, or local regulatory agencies with knowledge of the site; Evaluation of compiled information and documentation; and Preparation of this report.
This Phase I ESA does not address non-scope considerations as defined in Section 13 of ASTM E 1527-13. The scope of work does not include items considered to be beyond the scope of an ASTM Standard Phase I ESA, such as the collection and testing of groundwater samples, surface and drinking water samples, air samples (including radon), or building material samples for hazardous materials (including polychlorinated biphenyls [PCBs], asbestos, and lead-based paint). It also does not include the identification of wetlands, endangered or protected plant and animal species, or historical or archeological sites; geotechnical studies; geologic hazards; potential noise or air quality impacts; or concerns related to the Americans with Disabilities Act.
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1.3 SIGNIFICANT ASSUMPTIONS Amec Foster Wheeler has prepared this Phase I ESA using reasonable efforts to identify RECs associated with hazardous substances or petroleum products at the site. Findings in this Phase I ESA are presented as professional judgments expressed herein and are based on the facts currently available to Amec Foster Wheeler within the limits of the existing data, scope of work, budget, and schedule. It is Amec Foster Wheeler’s specific intent that the findings and conclusions stated herein provide guidance and are not necessarily a firm course of action, except where explicitly stated.
An independent data research company, Environmental Data Resources, Inc. (EDR), of Shelton, Connecticut, provided Amec Foster Wheeler with the government agency database search report referenced in this Phase I ESA. The information provided to Amec Foster Wheeler from the government agency database search was assumed to be correct unless obviously contradicted by Amec Foster Wheeler’s observations or contradicted by another credible referenced source reviewed by Amec Foster Wheeler.
Similarly, Amec Foster Wheeler has assumed that responses to questions during interviews have been truthful, and that information contained in previous reports for the site or adjoining properties (for example, earlier Phase I ESAs or consultants’ reports on tank removals or spill response) is accurate (pursuant to Section 4.7 of ASTM E 1527-13), unless contradicted by Amec Foster Wheeler’s observations or contradicted by other credible referenced sources reviewed by Amec Foster Wheeler.
1.4 LIMITATIONS, EXCEPTIONS, SPECIAL TERMS, AND CONDITIONS This report summarizes work performed to fulfill the process specified under ASTM Standard E 1527-13. The ASTM standard is intended to permit a user to satisfy one of the requirements to qualify for the federal CERCLA liability exemptions. Reasonable efforts were made to identify evidence of aboveground storage tanks (ASTs), underground storage tanks (USTs), and ancillary on-site equipment during the visit to the site. Reasonable efforts were limited to observation of accessible areas, review of referenced public records, and interviews. Amec Foster Wheeler was allowed full access to the site and there were no obstructions to limit a visual review of the site, except where noted in this Phase I ESA.
This report was prepared by Amec Foster Wheeler exclusively for Dykema Gossett, the LRBOI, and the United States (US) Government. The quality of information, conclusions, and estimates contained herein is consistent with the level of effort involved in Amec Foster Wheeler services and based on: (1) information available at the time of preparation, (2) data supplied by outside sources, and (3) the assumptions, conditions, and qualifications set forth in this report. This Phase I ESA is intended to be used by Dykema Gossett, the LRBOI, and the US Government for 4800 Harvey Street, Fruitport Township (Muskegon), Michigan (site) only, subject to the terms and conditions of its contract with Amec Foster Wheeler. Any other use of, or reliance on, this report by any third party is at that party’s sole risk.
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Environmental impairment of a property may result from many activities, such as illegal or unreported dumping, or the spilling of hazardous wastes or materials. The presence of contaminants at a particular property may not always be apparent, and the completion of a Phase I ESA in accordance with ASTM E 1527-13 cannot provide a guarantee that hazardous wastes or materials do not exist. The scope of services executed for this project does not include an audit for regulatory compliance, ecological resources, endangered species, cultural and historic resources, indoor air quality, industrial hygiene, health and safety, or high-voltage power lines. It also does not include a detailed condition survey for asbestos, lead, radon, lead in drinking water, or other potential hazards or for wetlands, naturally occurring materials, or other items not outlined in Amec Foster Wheeler's scope of services. Findings of this report are valid as of the report date and are subject to the Phase I ESA limitations described herein, and in ASTM Standard E 1527-13. An updated Phase I ESA will be required for the site after a period of 180 days.
The findings contained herein are relevant to the dates of Amec Foster Wheeler’s site reconnaissance and should not be relied upon to represent conditions at later dates. In the event that changes in the nature, usage, or layout of the property or nearby properties are made, the conclusions and recommendations contained in this report may not be valid. If additional information becomes available, it should be provided to Amec Foster Wheeler so the original conclusions and recommendations can be modified as necessary.
Regardless of findings stated in this Phase I ESA, Amec Foster Wheeler is not responsible for consequences of conditions arising from facts that were withheld or not fully disclosed to Amec Foster Wheeler during this Phase I ESA.
This report does not address permit compliance or safety concerns, if any, associated with the site. It is the responsibility of the user of this Phase I ESA to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
Amec Foster Wheeler has completed this work under the contract terms and conditions presented in Amec Foster Wheeler’s proposal dated January 6, 2015, as signed by Dykema Gossett on January 14, 2015.
1.5 USER RELIANCE This Phase I ESA is intended to be used by Dykema Gossett, the LRBOI, and the US Government only for the site located at 4800 Harvey Street, Fruitport Township, Michigan, subject to the terms and conditions of its contract with Amec Foster Wheeler. This Phase I ESA may not be relied upon by other parties without the express written consent of Dykema Gossett and upon written acceptance of our Terms and Conditions through Amec Foster Wheeler’s Third Party Reliance Agreement.
In accordance with ASTM E 1527-13, this report is valid for one year from the date of the intended transaction, assuming interviews, a search for environmental liens, a review of government records, the visual reconnaissance of the site and surrounding properties, and the Environmental Professional declarations are updated within 180 days prior to the intended transaction.
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Provided that the report is still valid and reliable, as per the limitations and exceptions listed above, Amec Foster Wheeler will issue a third-party reliance letter to parties that Dykema Gossett identifies in writing, upon payment of the then-current fee for such letters. All third parties relying on Amec Foster Wheeler’s report, by such reliance agree to be bound by our proposal and Amec Foster Wheeler’s reliance agreement. Amec Foster Wheeler’s standard reliance letter indicates that in no event shall Amec Foster Wheeler be liable for any damages, howsoever arising, relating to third-party reliance on Amec Foster Wheeler’s report.
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2.0 SITE DESCRIPTION The following is a description of the location, general setting, and usage of the site and adjoining properties, based on information provided by the LRBOI and observations during the site reconnaissance.
2.1 LOCATION AND LEGAL DESCRIPTION The current site address is 4800 Harvey Street, Muskegon, Muskegon County, Michigan, 49444, although the site is physically located in Fruitport Township, Michigan. The site location is shown on Figure 1, and the general site layout is shown on Figure 2.
According to the Fruitport Township Zoning Ordinance the site is zoned SC-1, Shopping Center for commercial land use. Three parcels are included within the site. The Parcel ID (Tax ID) numbers for the site are 61-15-115300-0011-10, 61-15-115-300-0026-00, and 61-15-115-300-0028-00. A copy of the legal site description is located in Appendix A. Amec Foster Wheeler also obtained a Tax Map Report from EDR, although no coverage was available for the site. The EDR Tax Map Report is provided in Appendix B.
2.2 SITE AND VICINITY GENERAL CHARACTERISTICS The site consists of approximately 87 acres bounded by Harvey Street to the west, East Hile Rd to the north, Interstate-96 to the east, and East Ellis Road to the south. The site is located in a mixed land use area. Two approximately 30,000-square-foot buildings and one approximately 25,000- square foot building are located on the site and are currently unoccupied.
2.3 CURRENT SITE USAGE At the time of the site reconnaissance, the site was unoccupied. The site is situated at an elevation of approximately 632 feet above mean sea level (msl).
Table 1 details the utilities provided to the site.
Table 1: Site Utilities
Service Provider Electricity Consumers Energy Potable Water Fruitport Charter Township, via City of Muskegon Heights Water Filtration Plant Sanitary Sewer Fruitport Charter Township Department of Public Works Storm Sewer Fruitport Charter Township Department of Public Works Natural Gas DTE Energy
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2.4 CURRENT USES OF THE ADJOINING PROPERTIES Table 2 summarizes the adjoining and or nearby properties and their uses that Amec Foster Wheeler identified on the day of the site reconnaissance.
Table 2: Adjoining Properties
Direction Property Description North East Hile Road, undeveloped land, and I-96 interchange Northeast I-96, followed by commercial buildings including All Seasons RV East I-96, followed by commercial buildings Southeast Commercial building, followed by wooded property South East Ellis Road, followed by wooded property Southwest East Ellis Road, followed by commercial buildings (e.g. Target, SalonCentric) West Harvey Street, followed by residential and commercial buildings Northwest East Hile Road, followed by an MDOT Park and Ride lot and I-96/US-31 interchange
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3.0 PHYSICAL SETTING Amec Foster Wheeler reviewed reasonably ascertainable sources to assess the physical setting of the site, including the topographic, geologic, hydrogeologic, and hydrologic characteristics of the site. The results of Amec Foster Wheeler’s review are presented below.
3.1 TOPOGRAPHY The 7.5-minute series, Muskegon, Michigan, United States Geological Survey (USGS) quadrangle, published in 1936, as well as the 7.5-minute series, Muskegon East, Michigan, USGS quadrangle, published in 1972 and photo-revised in 1980, were examined. Review of the topographic maps indicate that the site is located between 630 and 635 feet above msl. The topography of the area is generally flat with slight slope towards the west-northwest. The western portion of the site appears mostly cleared although undeveloped, while the eastern portion of the site appears primarily wooded.
3.2 SOILS The United States Department of Agriculture — National Resources Conservation Service (NRCS) websoil survey2 indicates the site is primarily located in the Rubicon association of soils. This type of soil is characterized by excessively drained sands and gravels. The site also is located in the Grayling (sand), Croswell (sand) and Au Gres (sand) association of soils. The NRCS websoil survey report is included in Appendix A.
3.3 GROUNDWATER The general direction of groundwater flow can be inferred from ground surface elevations and surficial expression of groundwater identified on the 1980 (Muskegon East, Michigan) USGS topographic quadrangle. Surficial groundwater occurrences generally include permanent lakes, streams, and wetland areas. Based on Amec Foster Wheeler’s review of topographic maps and observations of the site vicinity, the groundwater flow direction was inferred to be generally to the west and north toward Cress Creek and Mona Lake.
2 http://websoilsurvey.nrcs.usda.gov/app/WebSoilSurvey.aspx.
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4.0 USER-PROVIDED INFORMATION For the purposes of this assessment, the LRBOI, the owner of the site, is the user of this Phase I ESA report. In accordance with Section 6 of ASTM E 1527-13, the user of this Phase I ESA was informed that they were responsible for providing the following information to Amec Foster Wheeler’s environmental professional for consideration during the assessment: Reasonably ascertainable title or judicial records related to environmental liens and AULs for the site; Actual knowledge of the user of any environmental liens or AULs; Specialized knowledge or experience of the user with regard to the site and activities thereon that may be material to any potential RECs; Commonly known (within the local community) or reasonably ascertainable information regarding past releases, conditions indicative of releases, or threatened releases of hazardous substances or petroleum; Information as to whether the purchase price of the site is lower than the fair market value due to contamination; and The reason why the user wants to have the Phase I ESA performed.
Amec Foster Wheeler provided the user with a questionnaire, and the type of information obtained from the questionnaire is summarized in Table 3. The user questionnaire was completed and is included in Appendix A.
Table 3: Information Obtained from User Questionnaire
Was Information Was Amec Foster Provided to Amec Wheeler Contracted to Foster Wheeler? Procure the User-Provided Information1 (Yes/No) Information? (Yes/No) Title Records (4.1) No Yes Environmental Liens and Activity and Use Limitations No Yes (4.2) Specialized Knowledge (4.3) No Not Applicable Commonly Known or Reasonable Ascertainable No Not Applicable Information (4.4) Valuation Reduction for Environmental Issues (4.5) No Not Applicable Reason for Performing Phase I ESA (4.6) Yes Not Applicable Other (4.7) No No 1 Numbers in parentheses reflect the report section in which the information is discussed.
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4.1 TITLE RECORDS Amec Foster Wheeler requested recorded land title records from EDR, which are reviewed to identify environmental liens or activity or use limitations (AULs), if any, or other pertinent environmental issues that are currently recorded against the site. Amec Foster Wheeler had not yet received these records at the time of publishing of this report. If pertinent information is obtained once these records are obtained, Amec Foster Wheeler will notify Dykema Gossett and the LRBOI.
4.2 ENVIRONMENTAL LIENS OR ACTIVITY AND USE LIMITATIONS The user is not aware of any environmental cleanup liens against the site that are filed or recorded under federal, tribal, state, or local law.
The user is not aware of any AULs, such as engineering controls, land-use restrictions, or institutional controls, that are in place at the site and/or have been filed or recorded in a registry under federal, tribal, state, or local law.
Amec Foster Wheeler obtained an environmental lien report and AUL search from EDR. No environmental liens or AULs for the site were identified as part of this Phase I ESA. The EDR Environmental Lien and AUL Search report is included in Appendix C.
4.3 SPECIALIZED KNOWLEDGE The user does not have specialized knowledge or experience related to the chemicals and processes used at the site or nearby properties.
4.4 COMMONLY KNOWN OR REASONABLY ASCERTAINABLE INFORMATION The user is not aware of commonly known or reasonably ascertainable information about the site that would help the environmental professional to identify conditions indicative of releases or threatened releases.
4.5 VALUATION REDUCTION FOR ENVIRONMENTAL ISSUES The user has not indicated that the purchase price being paid for the site reasonably reflects the fair market value of the site, and has not been reduced due to contamination.
4.6 REASON FOR PERFORMING PHASE I ESA The user has indicated that the reason for performing this Phase I ESA is to enable the user to provide information to the Secretary of Interior sufficient to allow the Secretary to comply with 516 DM 6, appendix 4, NEPA Revised Implementing Procedures, and 602 DM 2, Land Acquisitions: Hazardous Substances Determinations, in conjunction with the user’s application to the Secretary of Interior to acquire and hold title to the site in trust for the benefit of the user.
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4.7 OTHER The user provided a Phase I ESA conducted by AMEC Environment and Infrastructure, Inc. (AMEC) dated February 11, 2008, which was reviewed by Amec Foster Wheeler. No RECs were identified in the 2008 Phase I ESA. The user did not have other knowledge or experience, such as copies of prior environmental site assessment reports, documents, or correspondence concerning the site and its environmental conditions that may be deemed pertinent to the assessment by the environmental professional.
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5.0 ENVIRONMENTAL RECORDS REVIEW This section presents the results from the environmental records review. Section 5.1 discusses results from the search of standard environmental databases. These records were reviewed to assess potential environmental concerns for the site, and, when applicable, surrounding properties. Section 5.2 discusses results from additional environmental record sources that were reviewed for this Phase I ESA.
5.1 STANDARD ENVIRONMENTAL RECORDS SOURCES Amec Foster Wheeler reviewed the results of a search of standard environmental records sources as required by ASTM Standard E 1527-13. EDR provided results of a regulatory agency database search in their report dated January 19, 2015. Amec Foster Wheeler reviewed that report for information pertaining to storage and/or reported releases of hazardous substances and petroleum products on the site and on surrounding properties that may affect the site. The EDR search report is included in Appendix D.
The database search information has been divided into four subcategories: state and local records, federal records, tribal records, and EDR proprietary records. All properties listed in the report that do not have sufficient information for mapping their location are called orphan sites3 and are listed separately. Table 4 lists the environmental databases and the number of facilities found within the search distances recommended in the ASTM E 1527-13 standard for each standard environmental database.
The Site was not listed in the databases searched by EDR. Table 4: Environmental Database Search Results
Search Distance Number of Environmental List (miles) Facilities Listed State and Local Records Leaking Underground Storage Tanks (LUST) 0.5 2 Underground Storage Tank (UST) 0.25 0 Baseline Environmental Assessment (BEA) 0.50 0 Federal Records Comprehensive Environmental Response, Compensation, and Liability Information System 0.5 0 (CERCLIS) Resource Conservation and Recovery Act 1 0.25 (RCRA) –Small Quantity Generator (SQG)
3 Orphan sites are properties in government records reports prepared by commercial database vendors that cannot be geographically located (i.e., mapped or geocoded) due to an inadequate or incomplete address in the government database or computer map files.
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Search Distance Number of Environmental List (miles) Facilities Listed RCRA- Conditionally Exempt Small Quantity 0 0.25 Generators (CESQG) RCRA-NonGen 0.25 0 EDR Proprietary Records Recovered Government Archive (RGA) LUST Target Property 0
Review of the federal, state, tribal, and proprietary records summary provided by EDR revealed three listings for sites of environmental concern located within the respective ASTM standard search distances. Because some sites may occur on more than one database, the total number of listings may be greater than the total number of applicable sites.
5.1.1 State and Local Records Based on distances from the site, the types of listings, and the assumed direction of groundwater flow, none of the sites listed is likely to have a negative impact on the site.
5.1.2 Federal Records Based on distances from the site, the types of listings, and the assumed direction of groundwater flow, none of the sites listed is likely to have a negative impact on the site.
5.1.3 EDR Proprietary Records Based on distances from the site, the types of listings, and the assumed direction of groundwater flow, none of the sites listed is likely to have a negative impact on the site.
5.1.4 Orphan Sites List One facility estimated by EDR to be located within 1 mile of the site was identified on standard environmental record sources databases, but could not be properly mapped by EDR due to poor or inadequate address information. This facilities was identified as an orphan site in the EDR Radius Map database listings. Based on the address and other geographic information provided by EDR, Amec Foster Wheeler located the approximate location of the orphan site.
It appeared to Amec Foster Wheeler that the orphan site was outside of the ASTM standard search distances for their respective database listings or did not have the potential to affect the site due to releases of hazardous substances or petroleum products.
5.2 ADDITIONAL ENVIRONMENTAL RECORD SOURCES Additional environmental record sources were reviewed to enhance and supplement the standard environmental record sources. This section provides information obtained based on review of information obtained from local departments to assist in ascertaining potential environmental risks associated with the site.
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5.2.1 Fruitport Township Fire Department The site is located in the jurisdiction of the Fruitport Township Fire Department. On January 26, 2015, a Freedom of Information Act (FOIA) request was submitted to the department’s chief requesting permission to examine any files available for the site. A response from the chief, dated January 27, 2015, indicated that no records were found. A copy of the Fruitport Township Fire Department response is included in Appendix A.
5.2.2 Muskegon County Health Department On January 20, 2015, Amec Foster Wheeler contacted the Environmental Quality Officer (EQO) with the Muskegon County Health Department and requested any available information that may be on file. A response from the EQO, dated January 20, 2015, indicated that no records were found. A copy of the Muskegon County Health Department response is included in Appendix A.
5.2.3 Michigan Department of Environmental Quality On January 19, 2015, a FOIA request was submitted to the Michigan Department of Environmental Quality (MDEQ) FOIA coordinator requesting any available information that may be on file. Responses from the FOIA coordinators indicated that no records were found. Copies of the MDEQ responses are included in Appendix A.
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6.0 HISTORICAL RECORDS REVIEW Amec Foster Wheeler reviewed reasonably ascertainable, standard historical sources to develop a history of the previous uses of the site and surrounding area in order to help identify the likelihood of past uses that could have led to RECs in connection with the site. Amec Foster Wheeler has attempted to identify the past uses of the site at intervals defined by ASTM from the present back to the site’s first developed use or 1940, whichever is earlier.
6.1 TITLE RECORDS Amec Foster Wheeler requested recorded land title records from EDR, which are reviewed to identify environmental liens or activity or use limitations (AULs), if any, or other pertinent environmental issues that are currently recorded against the site. Amec Foster Wheeler had not yet received these records at the time of publishing of this report. If pertinent information is obtained once these records are obtained, Amec Foster Wheeler will notify Dykema Gossett and the LRBOI.
6.2 LOCAL STREET DIRECTORY EDR completed a local street directory search for 4800 Harvey Street as a screening tool to assist in evaluating potential liability resulting from past activities on or near the site. Street directory listings for the years 1912 through 2013 were provided for the site area. The local street directory report is summarized in Table 5 and included in Appendix E.
Table 5: Street Directory Search Results
Date Property Adjoining Properties 1912 Not Listed Not Listed 1917 Not Listed Not Listed 1921 Not Listed Not Listed 1928 Not Listed Not Listed 1932 Not Listed Not Listed 1938 Not Listed Not Listed 1947 Not Listed Not Listed 1952 Not Listed Not Listed 1958 Not Listed Not Listed 1963 Not Listed Not Listed 1968 Not Listed Not Listed 1973 Not Listed Not Listed 1978 Not Listed Not Listed 1983 Not Listed Not Listed 1987 Not Listed Not Listed Mich. Harness Horse, Mich. Sportservice, Muskegon Raceway, 1992 Residential, MacLean Construction (West) Racing Commissioner, St. Racing Commissioner, United Tote Mich. Harness Horse, Occupant 1995 Unknown, Sullivan Food Service, Residential, Kaley Park Kennels (West) United Tote
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Date Property Adjoining Properties Great Lakes Downs, Muskegon Race Amerihost Inn Muskegon, Kaley Park 1999 Course, Sullivan Food Service Kennels (West) Great Lakes Downs, MI Racing, Inc., FSC Agency/FSC Securities Corp, 2003 Michigan HBPA, MTOBA Gift Shop, Amerihost Inn Muskegon (West) and Racing Commission State of Mich. FSC Agency/FSC Securities Corp/Haag Financial Advisors, Amerihost Inn Muskegon, Kaley Park Kennels, Great Lakes Downs Thoroughbred Breakaway Bicycles and Fitness, JW & Race, MI Racing, Inc., Michigan HBPA, Co. Hair Studio, Maggies Gourmet Food 2008 MTOBA Gift Shop, Racing Commission & Gifts, H&S Co. CPAs & Business State of Mich., and Wales Veterinary Consultants, Buchweitz Schultz & Practice Associates, Inc., Salon 297, and Hages Christian Supplies/Hages Educational Supplies (West) FSC Securities Corporation, Baymont Inn & Suites Muskegon, Kaley Park Kennels, Breakaway Bicycles and Fitness, Jolt Ware Inc., JW & Co. Hair Studio, Krautheim & Swanson Gemworks, 2013 Not Listed Maggies Gourmet Food & Gifts, Buchweitz Schultz & Associates, Inc., Salon 297, Go Gear, Hages Christian Supplies/Hages Educational Supplies, H&S Co. CPAs & Business Consultants, and Ameriprise Financial (West)
The site is first listed as Michigan Harness Horse (along with associated horse racing functions) in 1992, as well as in 1995. The site is listed as Great Lakes Downs (and associated horse racing functions) in 1999 through 2008, but is not listed in 2013. Street directory listings for surrounding properties identify residential and commercial properties.
Amec Foster Wheeler’s review of the local street directory records did not identify historical usage that would be considered a REC in connection with the site.
6.3 AERIAL PHOTOGRAPHS Aerial photographs are photographs taken from an aerial platform with sufficient resolution to allow identification of development and activities of areas encompassing the site. Amec Foster Wheeler reviewed available aerial photographs of the site and surrounding area dated 1938, 1955, 1962, 1968, 1974, 1981, 1997, 2005, 2006, 2009, 2010, and 2012. Table 6 summarizes the information obtained from review of the topographic maps. It should be noted that site features may not be discernable on the aerial photographs due to the scale or degree of clarity of a given photograph. Copies of the aerial photographs are included in Appendix F.
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Table 6: Aerial Photograph Search Results
Date Scale Property Adjoining Properties
The site appears to be a mix of agricultural North – Agriculturally developed land; Airline and undeveloped land. A small residential Highway appears northeast of the site and runs structure (farmhouse) appears in the northwest/southeast. southwestern corner of the site. Harvey South – A mix of agriculturally developed and Street appears west of the site, running undeveloped land. 1”=500’ north/south. East Hile Road and East Ellis 1938 Road appear north and south of the site, respectively, and run east/west. Quarterline East – A mix of agriculturally developed and undeveloped land. Road appears east of the site and runs north/south. A small unnamed creek appears on the eastern portion of the site West – A mix of agriculturally developed and and runs north-northwest/south-southeast. undeveloped land.
North - Similar to the 1938 aerial photograph; residential development appears along Airline Highway. South - Similar to the 1938 aerial photograph. 1”=500’ 1955 Similar to the 1938 aerial photograph. East - Similar to the 1938 aerial photograph; residential development appears east of Quarterline Road. West - Similar to the 1938 aerial photograph; residential development appears west of Harvey Street. North - Similar to the 1955 aerial photograph; Interstate-96 appears, and runs Similar to the 1955 aerial photograph. northwest/southeast. Interstate 96 appears adjacent to the site to 1”=500’ the northeast, and runs South - Similar to the 1955 aerial photograph. 1962 northwest/southeast. A stormwater East - Similar to the 1955 aerial photograph; detention pond appears on the north-central Interstate-96 appears. portion of the site. West - Similar to the 1955 aerial photograph; US- 31 appears west of the site and runs north/south. North - Similar to the 1962 aerial photograph.
1”=500’ South - Similar to the 1962 aerial photograph. 1968 Similar to the 1962 aerial photograph. East - Similar to the 1962 aerial photograph. West - Similar to the 1962 aerial photograph. North - Similar to the 1968 aerial photograph.
1”=600’ South - Similar to the 1968 aerial photograph. 1974 Similar to the 1968 aerial photograph. East - Similar to the 1968 aerial photograph. West - Similar to the 1968 aerial photograph.
1”=600’ North - Similar to the 1974 aerial photograph. 1981 Similar to the 1974 aerial photograph. South - Similar to the 1974 aerial photograph.
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Date Scale Property Adjoining Properties East - Similar to the 1974 aerial photograph. West - Similar to the 1974 aerial photograph. North - Similar to the 1981 aerial photograph. A carpool lot appears northwest of the site along East Hile Rd at Harvey Street. Commercial development appears along the southern side of Similar to the 1981 aerial photograph; Airline Highway, northeast of the site. although the site is now developed with a horse racing facility. The grandstand South - Similar to the 1981 aerial photograph. building, detention barn, maintenance East - Similar to the 1981 aerial photograph. 1”=500’ building, 5/8-mile dirt track, and parking 1997 Commercial development appears along the areas appear on the site. The stormwater southern side of Airline Highway, northeast of the detention pond on the northern portion of site. the site has been reduced in size. The eastern portion of the site remains West - Similar to the 1981 aerial photograph. A undeveloped. hotel appears west of the site across Harvey Street. A large commercial development appears southwest of the site. A carpool lot appears northwest of the site along East Hile Rd at Harvey Street. North – Similar to the 1997 aerial photograph. The site appears similar to the 1997 aerial Additional commercial development appears photograph, although a jockey quarters south of Airline Highway. appears constructed south of the 1”=500’ grandstand, and the eastern portion of the South – Similar to the 1997 aerial photograph. 2005 site has been developed with approximately East – Similar to the 1997 aerial photograph. seventeen barns, and two dormitories for stable hands. A small detention pond West - Similar to the 1997 aerial photograph. A appears in the northeast portion of the site. commercial development (strip mall) appears west of Harvey Street. North – Similar to the 2005 aerial photograph. South – Similar to the 2005 aerial photograph. 1”=500’ 2006 Similar to the 2005 aerial photograph. East - Similar to the 2005 aerial photograph. West - Similar to the 2005 aerial photograph. An additional commercial building appears west of Harvey Street. Similar to the 2006 aerial photograph. Most North – Similar to the 2006 aerial photograph. of the barns in the eastern portion of the site South – Similar to the 2006 aerial photograph. 1”=500’ have been demolished, with three 2009 remaining. The detention barn and one of East - Similar to the 2006 aerial photograph. the dormitories for stable hands have also been demolished. West - Similar to the 2006 aerial photograph.
The site appears similar to its current North - Similar to the 2009 aerial photograph. 1”=500’ configuration, with the grandstand having South - Similar to the 2009 aerial photograph. 2010 been demolished and only parking areas, two barns, and one dormitory for stable East - Similar to the 2009 aerial photograph. hands remaining. West - Similar to the 2009 aerial photograph. 2012 North - Similar to the 2010 aerial photograph.
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Date Scale Property Adjoining Properties Similar to the 2010 aerial photograph. South - Similar to the 2010 aerial photograph. 1”=500’ East - Similar to the 2010 aerial photograph. West - Similar to the 2010 aerial photograph.
Amec Foster Wheeler’s review of the aerial photographs did not identify historical usage that is considered to be a REC in connection with the site.
6.4 HISTORICAL TOPOGRAPHIC MAPS Historical topographic maps of the site and surrounding area were reviewed from the years 1936, 1972, and 1980. Table 7 summarizes the information obtained from review of the topographic maps. Copies of the topographic maps are included in Appendix G.
Table 7: Historical Topographic Map Search Results
Date Scale Property Adjoining Properties
No development is depicted at the site. North – No buildings present. Harvey Street is depicted west of the site, running north/south. East Hile Road is depicted north of the site, running South – No buildings present. 1:62,500 east/west. East Ellis Road is depicted 1936 south of the site, running east/west. East – No buildings present. Quarterline Road is depicted east of the site, running north/south. A small, unnamed creek is depicted in the West – No buildings present. Pere Marquette northeast portion of the site, which railroad tracks appear approximately one-mile appears to flow northerly. west of the site, and run north/south. North – Interstate-96 is depicted to the northeast of the site. Small structures are depicted along Airline Highway northeast of the site, and north of Interstate-96. A small structure is depicted in the northwestern portion of the site, although South – One small structure is depicted south of the site near Quarterline Road. 1:24,000 the site is otherwise undeveloped. The 1972 small unnamed creek is depicted along East – Residential development is depicted east the eastern portion of the site, and a of Quarterline Road. stormwater detention pond is depicted in the northern portion of the site. West – Small structures appear along the western side of Harvey Street, and US-31 is depicted to the northwest and west of the site running north/south. North – Similar to the 1972 topographic map.
1:24,000 South – Similar to the 1972 topographic map. 1980 Similar to the 1972 topographic map. East – Similar to the 1972 topographic map. West – Similar to the 1972 topographic map.
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Amec Foster Wheeler’s review of the historical topographic maps did not identify historical usage that is considered to be a REC in connection with the site.
6.5 FIRE INSURANCE MAPS On January 19, 2015, Amec Foster Wheeler requested EDR to search for available Sanborn fire insurance maps. A reply was received on January 19, 2015, stating that Sanborn fire insurance map coverage is not available for this area. A copy of the EDR response is included in Appendix H.
6.6 BUILDING DEPARTMENT RECORDS On January 19, 2015, Amec Foster Wheeler requested EDR to search for available Building Department records. A reply was received on January 19, 2015, stating that records for the target property (site) were not found. Building department records were received from EDR, however, for adjoining properties to the west of the site. The City of Norton Shores, Michigan building department records indicated permitting and construction of structures consistent with observations made by Amec Foster Wheeler during site reconnaissance activities.
6.7 PREVIOUS REPORTS OR RECORDS OF PROCEEDINGS The user provided a Phase I ESA conducted by AMEC Environment and Infrastructure, Inc (AMEC) dated February 11, 2008, which was reviewed by Amec Foster Wheeler. No RECs were identified in the 2008 Phase I ESA. The user did not have other knowledge or experience, such as copies of prior environmental site assessment reports, documents, or correspondence concerning the site and its environmental conditions that may be deemed pertinent to the assessment by the environmental professional.
6.8 HISTORICAL USE INFORMATION ON ADJOINING PROPERTIES Amec Foster Wheeler obtained historical use information on the adjoining properties in the process of researching the site, as described in the preceding sections. Based on Amec Foster Wheeler’s review, historical records did not identify the likelihood of past uses of adjoining properties as RECs in connection with the site.
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7.0 SITE RECONNAISSANCE Mr. Dan McNeely, Senior Environmental Scientist of Amec Foster Wheeler, and Ms. Kate Watson, Project Engineer of Amec Foster Wheeler, completed the site reconnaissance on January 22, 2015, observing the general site conditions and operations on the site. Mr. McNeely and Ms. Watson were accompanied by Mr. Virgil Johnson, LRBOI Council Speaker, during the site reconnaissance. This section presents the findings of the site reconnaissance. These observations pertain to the general conditions of the physical land, including location and presence of ponded water, wetlands, stained and stressed vegetation, monitoring wells, wastewater, and solid or liquid waste. Due to the presence of snow on the ground, visibility of ground features was restricted.
On the day of the site reconnaissance, the weather conditions were overcast and 33 degrees Celsius. It was not possible to walk the entire site; however, the buildings on the site were accessible and the perimeter of the site was traversed. Photographs were taken of notable site features and are included in Appendix I.
7.1 METHODOLOGY AND LIMITING CONDITIONS The exterior of the site was visually and/or physically observed from the periphery, including adjacent public thoroughfares, and then systematically traversed to view exterior features of the site and existing structures.
Observations of exterior features, such as vegetated areas and parts of the parking lot, were obstructed by snow. Accessible interior areas were observed for evidence of storage or activities or features that could represent recognized environmental conditions. Interior areas below floors, above ceilings, behind walls, and other inaccessible areas were not observed.
7.2 GENERAL SITE SETTING The site is located in Fruitport Township, Muskegon County, approximately 5 miles southeast of downtown Muskegon, Michigan. The city of Norton Shores, Michigan borders the site to the west. Specifically, the site is located east of Harvey Street, north of East Ellis Road, south of East Hile Road and Interstate-96, and west of Quarterline Road. The US-31 and Interstate-96 interchange is located less than one mile northwest of the site. At the time of the site reconnaissance, the site was not in use. The vicinity of the site has historically been used for agricultural purposes, with blueberries being the dominant local crop.
Three structures were present at the site during the site reconnaissance, including two vacant former horse stables, and a vacant dormitory for stable hands. Two asphalt paved parking areas were located along Harvey Street on the western portion of the site. A drainage ditch was located along the eastern site boundary, and a stormwater detention pond was located in the north-central portion of the site. Approximately 20 concrete debris piles were observed throughout the central and eastern portion of the site, and appeared to be the footings from recently demolished horse stables. No hazardous substance or petroleum products usage or on-site processes that use, treat, store, dispose, or generate hazardous substances or petroleum products were observed.
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Amec Foster Wheeler did not observe roads or pathways with no apparent outlet that appeared to have been used as an avenue for dumping of hazardous materials or petroleum products; however, the site was covered in snow.
7.3 BUILDINGS AND STRUCTURES This section details observations of buildings at the site made during the site reconnaissance. The site was first developed in 1988, although most site features were demolished in 2008 to 2009. Three structures remained at the site at the time of the site reconnaissance, including two vacant former horse stables, and a vacant dormitory for stable hands. These buildings were constructed in approximately 1999. The stables were approximately 30,000 square feet each, open-sided, dirt floored, wood-framed structures with sheet metal roofing. The former dormitory was an approximately 25,000 square feet, two story, cinderblock on concrete slab structure with an asphalt shingled roof. Within the easternmost stable, four formerly pad-mounted electrical transformer carcasses were observed, which are further discussed in Section 7.12. Fluorescent lights were observed broken on the ground within the stables, which were considered de minimis environmental impacts. Three water heaters were located in the western stable. The former dormitory was constructed of cinderblock on concrete slab with asphalt roofing. Broken glass and debris was observed in the vicinity of the dormitory, presumably due to vandalism.
Four approximately 6-inch polyvinyl chloride (PVC) pipes were observed extending approximately four feet above ground surface to the west of the former detention barn. The interior of two of the four pipes were able to be observed due to cracked PVC, and appeared to be filled with concrete. Mr. Johnson was unaware of the former function of the 6-inch PVC piping. A photograph of these features is included within the photographic log, provided as Appendix I.
7.4 ABOVEGROUND STORAGE TANKS No ASTs or associated dispenser(s) and piping were observed on the interior or exterior portions of the site. The Phase I ESA performed by AMEC in 2008 identified one approximately 550-gallon diesel AST and one approximately 550-gallon gasoline AST co-located within a covered concrete containment in the southern portion of the site near the former maintenance building. At the time of the site visit, these ASTs were no longer present. Due to snow cover, the soil and vegetation within this area was unable to be observed.
7.5 UNDERGROUND STORAGE TANKS No USTs or associated dispensers and piping were observed on the interior or exterior portions of the site.
7.6 ODORS No unusual odors were noted in the interior or exterior portions of the site on the day of the site reconnaissance; however, vegetated portions of the site were covered in snow.
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7.7 POOLS OF LIQUID Standing surface water was observed in the north-central portion of the site, within the detention pond, as well as within the ditch along the southern portion of the site. No additional standing water was observed on the interior or exterior portions of the site during the site reconnaissance; however, vegetated portions of the site were covered in snow. Pools, catchment structures, or sumps containing liquids or oily sheen likely to be hazardous substances or petroleum products were not observed on the interior or exterior portions of the site during the site reconnaissance.
7.8 PITS, PONDS, OR LAGOONS No pits, trenches or lagoons were observed on the site during the site reconnaissance; however, vegetated portions of the site were covered in snow. A stormwater detention pond and drainage ditches were observed as discussed above.
7.9 DRUMS No drums were observed on the interior or exterior portions of the site during the site reconnaissance.
7.10 HAZARDOUS SUBSTANCES AND PETROLEUM PRODUCTS STORAGE CONTAINERS No containers identified as containing hazardous substances or petroleum products were observed on the interior or exterior portions of the site during the site reconnaissance. No staining of flooring or soil was observed during the site reconnaissance.
7.11 UNIDENTIFIED SUBSTANCE CONTAINERS No unidentified containers containing unidentified substances suspected of being hazardous substances or petroleum products were observed on the interior or exterior portions of the site during the site reconnaissance.
7.12 POLYCHLORINATED BIPHENYLS No electrical or hydraulic equipment known to contain PCBs or likely to contain PCBs was visually observed on the interior or exterior portions of the site. A total of ten transformers were observed onsite; four formerly pad-mounted carcasses were observed in the easternmost stable; five pad- mounted transformers were located along East Ellis Road, and one pad-mounted transformer was located near the western edge of the former dormitory for stable hands. No pole mounted transformers were observed on the site. No placards indicating PCB content were observed on the ten transformers; however, no visual evidence of leaking or stressed vegetation was observed on or beneath any of the transformers. The pad-mounted transformers are believed to be air-cooled and likely do not contain oils or liquids.
7.13 STAINS OR CORROSION No stains or corrosion indicative of hazardous substances or petroleum products were observed on the site or the interior portions of the existing buildings; however, vegetated portions of the site were covered in snow.
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7.14 DRAINS, SUMPS, OR OTHER DISCHARGE FEATURES No drains, sumps, or other discharge features were observed on the site or in the interior of the existing buildings. Stormwater catch basins were observed throughout the site, but appear to only collect surface water runoff. The areas surrounding the catch basins were unable to be observed due to the presence of snow.
7.15 STAINED SOIL/PAVEMENT OR STRESSED VEGETATION No stained soil/pavement or stressed vegetation was observed on the exterior portion of the site during the site reconnaissance; however, vegetated portions of the site were covered in snow.
7.16 SOLID WASTE OR FILL DIRT Waste containers, such as dumpsters, were not observed on the site. A concrete pad south of the former grandstand area appeared formerly used for dumpster storage, which was confirmed based on the findings of the 2008 Phase I ESA conducted by AMEC. No leaking or staining on the asphalt was observed, although the area was covered in snow.
Approximately 20 concrete debris piles were observed throughout the central and eastern portion of the site, and appeared to be the footings from recently demolished horse stables. No additional solid waste was observed on the site. No areas that have been filled or graded suggesting trash, construction debris, demolition debris, or other solid waste disposal were observed on the site during the site reconnaissance; however, vegetated portions of the site were covered in snow.
7.17 WASTEWATER No wastewater or other liquids that discharge into a drain, ditch, underground injection system, or stream on or near the site, were observed during the site reconnaissance with the exception of stormwater catch basins.
7.18 WELLS One water supply well was observed in the south-central portion of the site, which was historically used for dust suppression on the race track. According to the 2008 Phase I ESA conducted by AMEC, a second water supply well was located within the infield of the track, although this was not observed during the site visit. No dry wells, injection wells, or monitoring wells were observed on the site during the site reconnaissance; however, the site was covered in snow. Potable water is provided to the site by Fruitport Charter Township via the City of Muskegon Heights Water Filtration Plant.
7.19 SEPTIC SYSTEMS Based on conversations with Mr. Johnson and Tribal Ogema Larry Romanelli, no septic systems are known to have existed at the site.
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7.20 WET AREAS OR SURFACE WATER BODIES A detailed wetland evaluation is beyond the scope of this investigation. Areas that may be wetlands or nearby surface water bodies were observed near the site, including the creek along the eastern boundary of the site, along Interstate-96, as well as the stormwater detention pond in the north-central portion of the site. There were not obvious signs of filling of wetlands or discharges (e.g., oily sheen) to surface water bodies; however, the ground was covered by snow.
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8.0 INTERVIEWS During the course of this Phase I ESA, Amec Foster Wheeler interviewed several knowledgeable people to obtain information about the site, particularly regarding possible RECs in connection with the site. The information obtained from the interviews is presumed to have been provided in good faith, and to the full extent of the knowledge of the individual responding. Table 8 lists those people who were interviewed and those for whom an unsuccessful attempt to interview was made.
Table 8: Summary of Interviews
Name Title Affiliation Interview Conducted Virgil Johnson Council Speaker LRBOI In Person Larry Romanelli Tribal Ogema LRBOI Via email and phone
8.1 INTERVIEW WITH PROPERTY OPERATOR On January 22, 2015 Mr. McNeely and Ms. Watson of Amec Foster Wheeler interviewed Mr. Johnson, the Council Speaker for the LRBOI. Mr. Johnson provided the following information about the site.
Mr. Johnson informed Amec Foster Wheeler that the previous tenant was MI Racing, and that horse racing operations were historically conducted at the site. Mr. Johnson noted that prior to horse racing, portions of the site were likely used for blueberry farming, which is common in the area. According to Mr. Johnson, the LRBOI purchased the site in approximately 2007 and demolished most site improvements in 2008 and 2009 in anticipation of site redevelopment. Mr. Johnson indicated the piles of concrete on the site were likely the result of demolition of former stables, and he did not believe any of the concrete debris had been imported from offsite. He also indicated to his knowledge, no debris, fill material, transformer carcasses, or other waste materials had ever been brought onsite from offsite sources. Mr. Johnson was unaware whether the onsite wells were abandoned in-place, or whether they were still functional. Mr. Johnson was unaware of the former function of the 6-inch PVC piping that extended above ground near the former detention barn, of which there were four (shown in photographic log, provided as Appendix I).
8.2 ATTEMPTED INTERVIEWS Amec Foster Wheeler was successful in interviewing sufficient individuals with knowledge of the site, and no additional interview attempts were made.
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9.0 FINDINGS Amec Foster Wheeler has performed this Phase I ESA in general conformance with the scope and limitations of ASTM Standard E 1527-13 for the site identified as 4800 Harvey Street, Muskegon, Muskegon County, Michigan.
No RECS were identified during the completion of this Phase I ESA.
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10.0 OPINION Based on the opinion of the environmental professional, there are no RECs that have the potential to impact the site.
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11.0 CONCLUSIONS Amec Foster Wheeler has performed a Phase I ESA in conformance with the scope and limitations of ASTM Standard E 1527-13 for 4800 Harvey Street, Muskegon, Michigan, the site. Any exceptions to, or deviations from, this practice are described in Section 12 of this report. This assessment has revealed no evidence of RECs in connection with the site.
Amec Foster Wheeler does not guarantee the site is free of contamination or hazardous waste material due to unknown or latent conditions that may become evident in the future, either on the site or on adjoining or nearby properties. In addition, site conditions might change over time. Should additional surface, subsurface, chemical, or other data become available after the date of issue of this report, the findings, conclusions, and recommendations contained herein may have to be modified. Review by Amec Foster Wheeler of such additional information would be conducted upon receipt of a written request from our client.
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12.0 DEVIATIONS AND DATA GAPS Amec Foster Wheeler did not deviate from the ASTM E 1527-13 standard in conducting this assessment.
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13.0 ADDITIONAL SERVICES Amec Foster Wheeler did not provide any additional services during the completion of this Phase I ESA.
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14.0 REFERENCES ASTM International (ASTM), 2013, ASTM E 1527-13, Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process, ASTM International, West Conshohocken, Pennsylvania.
The EDR Radius Map™ Report with GeoCheck® by Environmental Data Resources, Inc., January 19, 2015, Inquiry Number 4185000.2s.
The EDR Tax Map Report by Environmental Data Resources, Inc. January 19, 2015, Inquiry Number 4185000.6.
The EDR Building Permit Report by Environmental Data Resources, Inc. January 19, 2015, Inquiry Number 4185000.8.
The EDR Aerial Photo Decade Package by Environmental Data Resources, Inc. January 19, 2015, Inquiry Number 4185000.12.
EDR Historical Topographic Map Report by Environmental Data Resources, Inc. January 19, 2015, Inquiry Number 4185000.4.
The EDR-City Directory Image Report by Environmental Data Resources, Inc. January 19, 2015, Inquiry Number 4185000.5.
Certified Sanborn® Map Report by Environmental Data Resources, Inc. January 19, 2015, Inquiry Number 4185000.3.
Exit Phase I Environmental Site Assessment, M.I. Racing, Inc., February 11, 2008, AMEC Earth & Environmental, Inc. http://websoilsurvey.nrcs.usda.gov/app/WebSoilSurvey.aspx
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15.0 SIGNATURE(S) OF ENVIRONMENTAL PROFESSIONAL(S) I/we declare that, to the best of my/our professional knowledge and belief, I/we meet the definition of environmental professional as defined in Title 40 of the Code of Federal Regulations (CFR), Part 312.0. I/we have the specific qualifications based on education, training, and experience to assess a site of the nature, history, and setting of the subject site. I/we have developed and performed all the appropriate inquiries in conformance with the standards and practices set forth in 40 CFR 312.
We appreciate the opportunity to be of service to Dykema Gossett and the LRBOI on this project. If you have any questions or comments regarding this report, please contact the undersigned at (248) 926-4008.
Amec Foster Wheeler Environment & Infrastructure, Inc. Reviewed By:
Erica Geasler-Bromley, PE Dan McNeely Project Manager Senior Environmental Scientist
DTM/EGB
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16.0 QUALIFICATIONS OF ENVIRONMENTAL PROFESSIONAL(S) Resumes for the individuals acting as representatives of Amec Foster Wheeler and involved in preparing this report are included in Appendix J.
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FIGURES SITE LOCATION MAP
Little River Band of Ottawa Indians
Former Great Lakes Downs 4800 Harvey Street Muskegon, MI 49444
Location of Site
Site Location )
FIGURE 1 I
0 2,500 5,000 IRacing, Inc\MXD\Fig1_Site_Location.mxd Feet
AMEC FOSTER WHEELER Environment & Infrastructure, Inc. 46850 Magellan Drive Suite 190 Novi, MI 48377
Prepared By: EP 1/29/2015 Service Layer Credits: Copyright:© 2013 National Geographic Society, i- Project No. 3293151604 Checked By: DM 1/29/2015 Path: P:\GIS Path: DatabaseManagement\GIS\Ed_GIS\Magna\M SITE LAYOUT MAP
Little River Band of East Hile Road Ottawa Indians Former Great Lakes Downs 4800 Harvey Street Muskegon, MI 49444 Quarterline Road Quarterline Legend
[ [ Site Boundary Stormwater Detention Pond [ A i rl in Existing Buildings 6" PVC Pipe e H ig C h O w a M y Location of Site M In E t R e C r s IA ta L te 9 6 Harvey Street Former Location of Grandstand ) RESIDENTIAL AND COMMERCIAL Former Dormitory for Stable Hands
FIGURE 2 Former Detention Barn Former Stables
Unknown 6" PVC Piping IRacing, Inc\MXD\Fig2_Site_Layout.mxd I 0 300 600 Feet Former Location Maintenance Building AMEC FOSTER WHEELER Environment & Infrastructure, Inc. 46850 Magellan Drive East Ellis Road Suite 190 Novi, MI 48377 Nelson Cable UNDEVELOPED LAND Engineering Prepared By: EP 1/30/2015 Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, Earthstar Project No. 3293151604 Checked By: DM 1/30/2015 Path: P:\GIS Path: DatabaseManagement\GIS\Ed_GIS\Magna\M Former Great Lakes Downs Facility, 4800 Harvey Street, Muskegon, Michigan Final Phase I ESA
APPENDIX A
Site Related Documents United States A product of the National Custom Soil Resource Department of Cooperative Soil Survey, Agriculture a joint effort of the United Report for States Department of Agriculture and other Federal agencies, State Muskegon Natural agencies including the Resources Agricultural Experiment Conservation Stations, and local County, Service participants Michigan
January 30, 2015 Preface
Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/portal/ nrcs/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (http:// offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/? cid=nrcs142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require alternative means
2 for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer.
3 Contents
Preface...... 2 How Soil Surveys Are Made...... 5 Soil Map...... 7 Soil Map...... 8 Legend...... 9 Map Unit Legend...... 10 Map Unit Descriptions...... 10 Muskegon County, Michigan...... 12 CovabB—Covert-Pipestone sands, 0 to 6 percent slopes...... 12 PlfabB—Plainfield sand, high ecological site, 0 to 6 percent slopes...... 14 PlfabD—Plainfield sand, high ecological site, 6 to 18 percent slopes...... 16 PpsaaA—Pipestone-Covert-Saugatuck sands, 0 to 3 percent slopes...... 17 Ra—Roscommon and Au Gres sands...... 20 W—Water...... 22 References...... 23
4 How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil-vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil scientists classified and named the soils in the survey area, they compared the
5 Custom Soil Resource Report individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil- landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately.
6 Soil Map
The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit.
7 Custom Soil Resource Report Soil Map 86° 12' 33'' W 33'' 12' 86° W 24'' 11' 86°
564300 564400 564500 564600 564700 564800 564900 565000 565100 565200 565300 565400 565500 565600 565700 565800 43° 10' 10'' N 43° 10' 10'' N 4779900 4779900 4779800 4779800 4779700 4779700 4779600 4779600 4779500 4779500 4779400 4779400 4779300 4779300 4779200 4779200 4779100 4779100 4779000 4779000
43° 9' 37'' N 43° 9' 37'' N 564300 564400 564500 564600 564700 564800 564900 565000 565100 565200 565300 565400 565500 565600 565700 565800
Map Scale: 1:7,100 if printed on A landscape (11" x 8.5") sheet. Meters
86° 12' 33'' W 33'' 12' 86° N 0 100 200 400 600 W 24'' 11' 86° Feet 0 300 600 1200 1800 Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 16N WGS84 8 Custom Soil Resource Report
MAP LEGEND MAP INFORMATION
Area of Interest (AOI) Spoil Area The soil surveys that comprise your AOI were mapped at 1:15,800. Area of Interest (AOI) Stony Spot Soils Warning: Soil Map may not be valid at this scale. Very Stony Spot Soil Map Unit Polygons Wet Spot Enlargement of maps beyond the scale of mapping can cause Soil Map Unit Lines Other misunderstanding of the detail of mapping and accuracy of soil line Soil Map Unit Points placement. The maps do not show the small areas of contrasting Special Line Features soils that could have been shown at a more detailed scale. Special Point Features Water Features Blowout Streams and Canals Please rely on the bar scale on each map sheet for map Borrow Pit measurements. Transportation Clay Spot Rails Source of Map: Natural Resources Conservation Service Closed Depression Interstate Highways Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Gravel Pit Coordinate System: Web Mercator (EPSG:3857) US Routes Gravelly Spot Major Roads Maps from the Web Soil Survey are based on the Web Mercator Landfill projection, which preserves direction and shape but distorts Local Roads distance and area. A projection that preserves area, such as the Lava Flow Background Albers equal-area conic projection, should be used if more accurate Marsh or swamp Aerial Photography calculations of distance or area are required.
Mine or Quarry This product is generated from the USDA-NRCS certified data as of Miscellaneous Water the version date(s) listed below.
Perennial Water Soil Survey Area: Muskegon County, Michigan Rock Outcrop Survey Area Data: Version 9, Sep 17, 2014
Saline Spot Soil map units are labeled (as space allows) for map scales 1:50,000 Sandy Spot or larger. Severely Eroded Spot Date(s) aerial images were photographed: Mar 13, 2012—Apr 6, Sinkhole 2012 Slide or Slip The orthophoto or other base map on which the soil lines were Sodic Spot compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident.
9 Custom Soil Resource Report
Map Unit Legend
Muskegon County, Michigan (MI121)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI CovabB Covert-Pipestone sands, 0 to 6 37.1 18.4% percent slopes PlfabB Plainfield sand, high ecological 59.1 29.3% site, 0 to 6 percent slopes PlfabD Plainfield sand, high ecological 57.4 28.4% site, 6 to 18 percent slopes PpsaaA Pipestone-Covert-Saugatuck 16.5 8.2% sands, 0 to 3 percent slopes Ra Roscommon and Au Gres sands 29.7 14.7% W Water 2.2 1.1% Totals for Area of Interest 201.8 100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape.
10 Custom Soil Resource Report
The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha- Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example.
11 Custom Soil Resource Report
Muskegon County, Michigan
CovabB—Covert-Pipestone sands, 0 to 6 percent slopes
Map Unit Setting National map unit symbol: 2rfgw Elevation: 580 to 830 feet Mean annual precipitation: 33 to 37 inches Mean annual air temperature: 46 to 48 degrees F Frost-free period: 129 to 180 days Farmland classification: Not prime farmland
Map Unit Composition Covert and similar soils: 69 percent Pipestone and similar soils: 19 percent Minor components: 12 percent Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Covert Setting Landform: Outwash plains, nearshore zones (relict) Landform position (two-dimensional): Summit, shoulder, backslope Landform position (three-dimensional): Talf, rise Down-slope shape: Linear Across-slope shape: Linear Parent material: Sandy glaciolacustrine deposits Typical profile A - 0 to 8 inches: sand E - 8 to 13 inches: sand Bs1 - 13 to 18 inches: fine sand Bs2 - 18 to 29 inches: sand BC - 29 to 47 inches: fine sand C - 47 to 80 inches: sand Properties and qualities Slope: 0 to 6 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Moderately well drained Runoff class: Negligible Capacity of the most limiting layer to transmit water (Ksat): Very high (20.00 to 59.98 in/hr) Depth to water table: About 18 to 24 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Low (about 4.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4s Hydrologic Soil Group: A/D
12 Custom Soil Resource Report
Description of Pipestone Setting Landform: Nearshore zones (relict), outwash plains Landform position (three-dimensional): Talf Down-slope shape: Linear Across-slope shape: Linear Parent material: Sandy glaciolacustrine deposits Typical profile A - 0 to 2 inches: sand E - 2 to 4 inches: sand Bs1 - 4 to 13 inches: sand Bs2 - 13 to 19 inches: sand BC - 19 to 28 inches: fine sand C - 28 to 80 inches: sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Somewhat poorly drained Runoff class: Negligible Capacity of the most limiting layer to transmit water (Ksat): High to very high (6.00 to 59.98 in/hr) Depth to water table: About 6 to 12 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Low (about 4.2 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: A/D Ecological site: Acer rubrum-quercus rubra/smilax rotundifolia/pteridium aquilinum (F097XA006MI)
Minor Components Plainfield, high ecological site Percent of map unit: 7 percent Landform: Outwash plains, beach ridges Landform position (three-dimensional): Rise Down-slope shape: Linear Across-slope shape: Linear Kingsville Percent of map unit: 2 percent Landform: Outwash plains, nearshore zones (relict) Landform position (three-dimensional): Rise, dip Down-slope shape: Linear Across-slope shape: Linear Covert, stratified substratum Percent of map unit: 1 percent Landform: Nearshore zones (relict) Landform position (two-dimensional): Summit, shoulder, backslope
13 Custom Soil Resource Report
Landform position (three-dimensional): Rise Down-slope shape: Linear Across-slope shape: Linear Kaleva Percent of map unit: 1 percent Landform: Beach ridges, outwash plains Landform position (three-dimensional): Rise Down-slope shape: Linear Across-slope shape: Linear Saugatuck Percent of map unit: 1 percent Landform: Nearshore zones (relict), outwash plains Landform position (three-dimensional): Talf Down-slope shape: Linear Across-slope shape: Linear Ecological site: Acer rubrum-quercus rubra/smilax rotundifolia/pteridium aquilinum (F097XA006MI)
PlfabB—Plainfield sand, high ecological site, 0 to 6 percent slopes
Map Unit Setting National map unit symbol: 2ptc3 Elevation: 580 to 720 feet Mean annual precipitation: 30 to 36 inches Mean annual air temperature: 46 to 48 degrees F Frost-free period: 140 to 150 days Farmland classification: Not prime farmland
Map Unit Composition Plainfield, high ecological site, and similar soils: 80 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Plainfield, High Ecological Site Setting Landform: Lake plains, outwash plains Landform position (three-dimensional): Rise, talf Down-slope shape: Linear Across-slope shape: Linear Parent material: Sandy glaciolacustrine deposits Typical profile A - 0 to 9 inches: sand Bs1 - 9 to 16 inches: sand Bs2 - 16 to 36 inches: sand BC - 36 to 75 inches: sand C - 75 to 80 inches: sand
14 Custom Soil Resource Report
Properties and qualities Slope: 0 to 6 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Excessively drained Runoff class: Negligible Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95 to 19.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Low (about 4.0 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4s Hydrologic Soil Group: A
Minor Components Brems Percent of map unit: 12 percent Landform: Outwash plains, lake plains Landform position (three-dimensional): Dip Down-slope shape: Linear Across-slope shape: Linear Kaleva Percent of map unit: 4 percent Landform: Outwash plains, lake plains Landform position (three-dimensional): Rise, talf Down-slope shape: Linear Across-slope shape: Linear Spinks Percent of map unit: 2 percent Landform: Lake plains, outwash plains Landform position (three-dimensional): Rise Down-slope shape: Linear Across-slope shape: Linear Brethren Percent of map unit: 2 percent Landform: Outwash plains, lake plains Landform position (three-dimensional): Dip Down-slope shape: Linear Across-slope shape: Linear
15 Custom Soil Resource Report
PlfabD—Plainfield sand, high ecological site, 6 to 18 percent slopes
Map Unit Setting National map unit symbol: 2ptc4 Elevation: 580 to 770 feet Mean annual precipitation: 30 to 36 inches Mean annual air temperature: 46 to 48 degrees F Frost-free period: 140 to 150 days Farmland classification: Not prime farmland
Map Unit Composition Plainfield, high ecological site, and similar soils: 82 percent Minor components: 18 percent Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Plainfield, High Ecological Site Setting Landform: Lake plains, outwash plains Landform position (two-dimensional): Summit, backslope, footslope, shoulder Landform position (three-dimensional): Head slope, nose slope, side slope, base slope, crest Down-slope shape: Linear, convex Across-slope shape: Linear, concave, convex Parent material: Sandy lacustrine deposits Typical profile A - 0 to 9 inches: sand Bs1 - 9 to 16 inches: sand Bs2 - 16 to 36 inches: sand BC - 36 to 75 inches: sand C - 75 to 80 inches: sand Properties and qualities Slope: 6 to 18 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Excessively drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95 to 19.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Low (about 4.0 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7s Hydrologic Soil Group: A
16 Custom Soil Resource Report
Minor Components Brems Percent of map unit: 11 percent Landform: Outwash plains, lake plains Landform position (two-dimensional): Footslope, toeslope, backslope Landform position (three-dimensional): Base slope Down-slope shape: Linear Across-slope shape: Linear Thompsonville Percent of map unit: 4 percent Landform: Lake plains, outwash plains Landform position (two-dimensional): Summit, shoulder, backslope, footslope, toeslope Landform position (three-dimensional): Head slope, nose slope, side slope, base slope Down-slope shape: Convex, linear Across-slope shape: Concave, convex Kaleva Percent of map unit: 3 percent Landform: Outwash plains, lake plains Landform position (two-dimensional): Summit, backslope, footslope, shoulder Landform position (three-dimensional): Head slope, nose slope, side slope, base slope, crest Down-slope shape: Linear, convex Across-slope shape: Linear, concave, convex
PpsaaA—Pipestone-Covert-Saugatuck sands, 0 to 3 percent slopes
Map Unit Setting National map unit symbol: 2rfgv Elevation: 580 to 780 feet Mean annual precipitation: 33 to 36 inches Mean annual air temperature: 46 to 48 degrees F Frost-free period: 129 to 180 days Farmland classification: Not prime farmland
Map Unit Composition Pipestone and similar soils: 50 percent Covert and similar soils: 20 percent Saugatuck and similar soils: 15 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Pipestone Setting Landform: Nearshore zones (relict), outwash plains
17 Custom Soil Resource Report
Landform position (three-dimensional): Talf Down-slope shape: Linear Across-slope shape: Linear Parent material: Sandy glaciolacustrine deposits Typical profile A - 0 to 2 inches: sand E - 2 to 4 inches: sand Bs1 - 4 to 13 inches: sand Bs2 - 13 to 19 inches: sand BC - 19 to 28 inches: fine sand C - 28 to 80 inches: sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Somewhat poorly drained Runoff class: Negligible Capacity of the most limiting layer to transmit water (Ksat): High to very high (1.56 to 14.17 in/hr) Depth to water table: About 6 to 12 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Low (about 4.2 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: A/D Ecological site: Acer rubrum-quercus rubra/smilax rotundifolia/pteridium aquilinum (F097XA006MI)
Description of Covert Setting Landform: Outwash plains, nearshore zones (relict) Landform position (two-dimensional): Summit, shoulder, backslope Landform position (three-dimensional): Talf, rise Down-slope shape: Linear Across-slope shape: Linear Parent material: Sandy glaciolacustrine deposits Typical profile A - 0 to 8 inches: sand E - 8 to 13 inches: sand Bs1 - 13 to 18 inches: fine sand Bs2 - 18 to 29 inches: sand BC - 29 to 47 inches: fine sand C - 47 to 80 inches: sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Moderately well drained Runoff class: Negligible
18 Custom Soil Resource Report
Capacity of the most limiting layer to transmit water (Ksat): High to very high (1.56 to 14.17 in/hr) Depth to water table: About 18 to 24 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Low (about 4.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4s Hydrologic Soil Group: A/D
Description of Saugatuck Setting Landform: Nearshore zones (relict), outwash plains Landform position (three-dimensional): Talf Down-slope shape: Linear Across-slope shape: Linear Parent material: Sandy glaciolacustrine deposits Typical profile Oi - 0 to 1 inches: slightly decomposed plant material A - 1 to 8 inches: sand E - 8 to 13 inches: fine sand Bhsm - 13 to 17 inches: sand Bs - 17 to 20 inches: fine sand BC - 20 to 32 inches: fine sand C - 32 to 80 inches: fine sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: 6 to 21 inches to ortstein Natural drainage class: Somewhat poorly drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): Moderately low (0.02 to 0.14 in/hr) Depth to water table: About 6 to 12 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Very low (about 1.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: D Ecological site: Acer rubrum-quercus rubra/smilax rotundifolia/pteridium aquilinum (F097XA006MI)
Minor Components Kingsville Percent of map unit: 10 percent Landform: Outwash plains, nearshore zones (relict) Landform position (three-dimensional): Dip
19 Custom Soil Resource Report
Down-slope shape: Linear Across-slope shape: Linear Antung Percent of map unit: 2 percent Landform: Nearshore zones (relict), outwash plains Landform position (three-dimensional): Dip Down-slope shape: Linear Across-slope shape: Linear Jebavy Percent of map unit: 2 percent Landform: Outwash plains, nearshore zones (relict) Landform position (three-dimensional): Dip Down-slope shape: Linear Across-slope shape: Linear Plainfield, high ecological site Percent of map unit: 1 percent Landform: Beach ridges, dunes, outwash plains Landform position (three-dimensional): Rise Down-slope shape: Linear Across-slope shape: Linear
Ra—Roscommon and Au Gres sands
Map Unit Setting National map unit symbol: 68z9 Elevation: 600 to 1,000 feet Mean annual precipitation: 30 to 36 inches Mean annual air temperature: 45 to 48 degrees F Frost-free period: 140 to 150 days Farmland classification: Not prime farmland
Map Unit Composition Roscommon and similar soils: 50 percent Au gres and similar soils: 45 percent Minor components: 5 percent Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Roscommon Setting Landform: Lake plains, outwash plains Landform position (three-dimensional): Talf Down-slope shape: Linear Across-slope shape: Linear Parent material: Sandy lacustrine deposits
20 Custom Soil Resource Report
Typical profile A - 0 to 5 inches: loamy sand C1 - 5 to 36 inches: sand C2 - 36 to 60 inches: sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: Negligible Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95 to 19.98 in/hr) Depth to water table: About 0 inches Frequency of flooding: None Frequency of ponding: Frequent Calcium carbonate, maximum in profile: 10 percent Available water storage in profile: Low (about 5.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 5w Hydrologic Soil Group: A/D
Description of Au Gres Setting Landform: Outwash plains, lake plains Landform position (three-dimensional): Rise Down-slope shape: Linear Across-slope shape: Linear Parent material: Sandy lacustrine deposits Typical profile A - 0 to 5 inches: sand E - 5 to 11 inches: sand Bs - 11 to 34 inches: sand C - 34 to 60 inches: sand Properties and qualities Slope: 0 to 6 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Somewhat poorly drained Runoff class: Negligible Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95 to 19.98 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile: Low (about 4.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A/D Ecological site: Acer rubrum-quercus rubra/smilax rotundifolia/pteridium aquilinum (F097XA006MI)
21 Custom Soil Resource Report
Minor Components Croswell Percent of map unit: 5 percent Landform: Lake plains, outwash plains Landform position (three-dimensional): Rise Down-slope shape: Linear Across-slope shape: Linear
W—Water
Map Unit Composition Water: 100 percent Estimates are based on observations, descriptions, and transects of the mapunit.
22 References
American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/soils/?cid=nrcs142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/national/soils/?cid=nrcs142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http://www.nrcs.usda.gov/wps/ portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/ home/?cid=nrcs142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/landuse/rangepasture/?cid=stelprdb1043084
23 Custom Soil Resource Report
United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/soils/scientists/?cid=nrcs142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/? cid=nrcs142p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf
24 lgema LRBO I-A7 (1/4) 01/27/2015 09:34:35 AM -0500
Dare: 01/27/2015 0 9 :33: 5 5 AM -0500 Subja-t:
1~ Amec Foster Wheeler From: Ogema Organization: Organization: LRBO I
Fax Number: 9 12 4 8 9 2 6 4 0 0 9 Fax Ntrrnber: 2 31-39 8 - 3 2 70 Phone Ntu1lber: 231-723-8288 Email:
Nurrber of Pages: 3
Comments: From La rry B. Rom nelli
s.rttbylot\A.~S,.--· Fa~·~:~:t~l~~_, .. ~ If you rea!lved this fax in error; or would like to opt-out, please call ______,fax ___ or email ------lgema LRBO I-A7 (2/4) 01/27/2015 09:34:57 AM -0500
am~c·if ·.i . foster · wheeler USER PROVIDED INFORMATION
Per EPA 40 CFR Part 312 (Standards and Practices for All Appropriate Inquiry}, and ASTM E 1527-13 (Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process), in order to qualify for one of the Landowner Liability Protections (LLPs), the following requirements to satisfy "ali appropriate inquiry" shall be provided to the Environmental Professional by the User. The Information provided by the User will be included in the Phase I ESA report.
Business Name of User: The Little River Band of Ottawa lndi ans
User Contact Name and Phone Number: Mr. Larry B. Romanelli Tribal Ogema (231 )398-6824
AMEC Project Number & Name (if known): Project No. 3293-15-1604
Site/Property Address: 4800 Harvey Street Muskegon Ml49444
(1.) Environmental cleanup liens that are filed or recorded against the property (40 CFR 312.25).
Are you aware of any environmental cleanup liens against the property that are filed or recorded under federal, tribal, state or local law? If yes, please provide details and documentation. If no, please provide sources referenced. n&n.e_ tJttef tU Cl.4l'l a..tva4-e. c£ ,
(2.) Activity and land use limitations (AULs) that are in place on the property or that have been filed or recorded in a registry (40 CFR 312.26).
Are you aware of any AULs, such as engineering controls, land use restrictions, or institutional controls that are in place at the property and/or have been filed or recorded in a registry under federal, tribal, state or local law? If yes, please provide details and documentation. If no, please provide sources referenced. jl,o-,u.,. ~ J Cc..-~·11'/ c.:L-LUa.-'L.a-- <-f; ·
Amec Foster Wheeler Environment & Infrastructure, Inc. 46850 Magellan Drive, Ste 190 Novi, Michigan USA48377 Tel +1 (248) 926-4008 Fax +1 (248) 926-4009 www.amecrw.com lgema LRBO I-A7 (3/4) 01/27/2015 09:35 : 31 AM -0500
. ~ am~c._•• foster ·· · wheeler (3.) Specialized knowledge or experience of the person seeking to qualify for the LLP (40 CFR 312.28).
As the User of this ESA, do you have any specialized knowledge or experience related to the property or nearby properties? For example, are you involved in the same line of business as the current or former occupants of the property or an adjoining property so that you would have specialized knowledge of the chemicals and processes used by this type of business? If yes, please provide details.
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(4.) Relationship of the purchase price to the fair market value of the property if it were not contaminated (40 CFR 312.29).
Does the purchase price being paid for this property reasonably reflect the fair market value of the property? J . f . n . . n ~>-c . .;(LI:Jr _ u· Wc....4 - ~~ ~ oJ_,.ouJ Jc.t::B -CJ .. ~~ t:;u~ ~ /}A__.iR--' If you conclude that there is a difference~ have yrfG consid~red whether the lower purchase price is because contamination is known or believed to be present at the property? Jru., liP ole~ .h.J2.Ut.re 4-0 ·
(5.) Commonly known or reasonably ascertainable information about the property (40 CFR 312.30).
Are you aware of commonly known or reasonably ascertainable information about the property that would help the environmental professional to identify conditions indicative of releases or threatened releases? For example, as User, ~ ..... exJZ.u.~ C<.- Plr0vu. I tA.lCi-4 ~ ~~ ~Go ~ . (a.) Do you know the past uses of the property? If yes, please provide details. iJ..,t it.lo.tJ ~J.. ~ cz. ~"W-e ~ :;t..uu..b. P~-l:,f1 "-ttl-1.o"t>£-~i:u ( i"f1.e of ~e lJ4Ld. ..k! .J..>-6,. .1~-c.JtA.-L&J 5 (b.) Do ydu kn6w ors6'ecifrc chemi~ls that ar~ present o!'bnce were present at the property? If yes, please provide details. _ ~ . • ..-fJ 17 ~ kkv-t' ~ ~ . Ci-A-LIJ7 ~ ~~'1- · ._U,uJJ,~ (c.) Do you know of spills or other chemical releases that have taken place at the property? If yes, please provide details. f'lt'l71.{ v~ a..u_.,o.,L4! 7;
Amec Foster Wheeler Environment & Infrastructure, Inc. 46B50 Magellan Drive, Ste 190 Novi, Michigan USA48377 Tel+1 (248)926-4008 Fax +1 (248) 926-4009 www.amecfw.com 2 lgema LRBO I-A7 (4/4) 01/27/2015 09:36:10 AM -0500
!.·· amec •fo5ter• ··- wheeler
(d.) Do you know of any environmental cleanups that have taken place at the property? If yes, please provide details. ~ILl ~ V ~.A'YI. ~ · cv\.J2... 1-
(6.) The degree of obviousness of the presence or likely presence of contamination at the property, and the ability to detect the contamination by appropriate investigation (40 CFR 312.31).
As the User of this ESA, based on your knowledge and experience related to the property are there any obvious indicators that point to the presence or likely presence of contamination at the property? If yes, please provide details_
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Amec Foster Wheeler Environment & Infrastructure, Inc. 46850 Magellan Drive. Ste 190 Novi. Michigan USA 48377 Tel +1 (248} 926-4008 Fax +1 (248) 926-4009 www.amecfw.com 3 Wyman, Allie
From: Sage, Catherine (DEQ)
Kate,
I just wanted to let you know that the Grand Rapids District Office, Remediation and Redevelopment Division, does not have any information pertaining to your request for the above site(s).
Sincerely,
Catherine Sage Secretary/FOIA Liaison Department of Environmental Quality Remediation & Redevelopment Division - Grand Rapids 616-356-0289
1 Wyman, Allie
From: DEQFOIA
Ms. Kate Watson AMEC Foster Wheeler 46850 Magellan Drive, Suite 190 Novi, MI 48377
Dear Ms. Watson:
SUBJECT: Request for Disclosure of Official Files – Resource Management Group
This notice is issued in response to your request for information under the Freedom of Information Act, 1976 PA 442, as amended (FOIA), received on January 21, 2015. You have requested the following information: “4800 Harvey Street, Muskegon” (FOIA 1947-15).
The purpose of the FOIA is to provide the public with access to existing, nonexempt public records of public bodies. Your request to examine or receive a copy of the documents described above is denied.
To the best of this public body’s knowledge, information, and belief, the public record does not exist under the name given by the requester, or by another name reasonably known to the public body.
Under section 10 of the FOIA, the DEQ is obligated to inform you of the following:
1) Appeal this decision in writing to the Director of the Department of Environmental Quality, P.O. Box 30473, Lansing, Michigan 48909-7973. The writing must specifically state the word "appeal," and must identify the reason or reasons you believe the denial should be reversed. The head of the department, or his designee, must respond to your appeal within 10 days of its receipt. Under unusual circumstances, the time for response to your appeal may be extended by 10 business days.
2) File an action in the appropriate court within 180 days after the date of the final determination to deny the request. If you prevail in such an action, the court is to award reasonable attorney fees, costs, and disbursements, and possible damages.
Susan Vorce, FOIA Coordinator Department of Environmental Quality 800-662-9278 [email protected]
The DEQ strives to continually improve its customer service to FOIA requesters. To provide input for improvements to the FOIA process, please complete this survey: https://www.surveymonkey.com/s/foiaprocess
1 Wyman, Allie
From: Lucas, Jim (LARA)
Kate Watson: In response to your January 19, 2015 Freedom of Information Act (FOIA), MCL 15.231 et seq., request I have researched the following address: 4800 Harvey Street, Muskegon, Michigan 49444 in the Storage Tank Database. I did not locate any evidence of Registered Storage Tanks at this address. Pursuant to MCL 15.235, Section 5 (4)(b) of the Michigan FOIA, I certify that to the best of my knowledge, information, and belief that the records requested do not exist within this Department under the name given by you, or other reasonably known names.
Effective December 2, 2012, the Aboveground & Underground Storage Tank Regulatory programs were transferred from the DEQ to the Department of Licensing and Regulatory Affairs (DLARA). The Leaking Underground Storage Tank cleanup program remains in the DEQ.
For all FOIA requests related to the Leaking Underground Storage Tank programs and Remediation, you may wish to submit your request directly to [email protected].
If you have any questions please feel free to contact me at [email protected] or (517) 335-7279.
Per MCL 15.240 of the Michigan FOIA, (1) you may submit a written appeal regarding the denial of any portion of your request to Mike Zimmer, Acting Director, Michigan Department of Licensing and Regulatory Affairs, Attention: Shelly Edgerton, Deputy Director, 4th Floor, P.O. Box 30004, Lansing, MI 48909. Your appeal must include the word “appeal” and state the reason(s) for reversal of any disclosure denial(s); or (2) you may seek judicial review in an appropriate State Court within 180 days after the Department’s notice of final determination denying your request. If you prevail in a court action, the court may award you reasonable attorney fees, costs, and disbursements. If the court finds the Department’s actions to be arbitrary and capricious, the court shall, award you, in addition to any actual or compensatory damages, punitive damages in the amount of $500.00. Jim Lucas.
1 Wyman, Allie
From: DEQFOIA
Ms. Kate Watson AMEC Foster Wheeler 46850 Magellan Drive, Suite 190 Novi, MI 48377
Dear Ms. Watson:
SUBJECT: Request for Disclosure of Official Files – Air Quality Division
This notice is issued in response to your request for information under the Freedom of Information Act, 1976 PA 442, as amended (FOIA), received on January 21, 2015. You have requested information that you describe as “4800 Harvey Street, Muskegon” (FOIA 1947-15).
The purpose of the FOIA is to provide the public with access to existing, nonexempt public records of public bodies. Your request to examine or receive a copy of the documents described above is denied.
To the best of this public body’s knowledge, information, and belief, the public record does not exist under the name given by the requester, or by another name reasonably known to the public body.
Under section 10 of the FOIA, the DEQ is obligated to inform you of the following:
1) Appeal this decision in writing to the Director of the Department of Environmental Quality, P.O. Box 30473, Lansing, Michigan 48909-7973. The writing must specifically state the word "appeal," and must identify the reason or reasons you believe the denial should be reversed. The head of the department, or his designee, must respond to your appeal within 10 days of its receipt. Under unusual circumstances, the time for response to your appeal may be extended by 10 business days.
2) File an action in the appropriate court within 180 days after the date of the final determination to deny the request. If you prevail in such an action, the court is to award reasonable attorney fees, costs, and disbursements, and possible damages.
Susan Vorce, FOIA Coordinator Department of Environmental Quality 800-662-9278 [email protected]
The DEQ strives to continually improve its customer service to FOIA requestors. To provide input for improvements to the FOIA process, please complete this survey: https://www.surveymonkey.com/s/foiaprocess
1 Former Great Lakes Downs Facility, 4800 Harvey Street, Muskegon, Michigan Final Phase I ESA
APPENDIX B
EDR Tax Map Report Former Great Lakes Downs 4800 Harvey St Muskegon, MI 49444
Inquiry Number: 4185000.6 January 20, 2015
The EDR Property Tax Map Report
6 Armstrong Road Shelton, CT 06484 800.352.0050 Environmental Data Resources Inc www.edrnet.com EDR Property Tax Map Report
Environmental Data Resources, Inc.'s EDR Property Tax Map Report is designed to assist environmental professionals in evaluating potential environmental conditions on a target property by understanding property boundaries and other characteristics. The report includes a search of available property tax maps, which include information on boundaries for the target property and neighboring properties, addresses, parcel identification numbers, as well as other data typically used in property location and identification.
NO COVERAGE
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This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction orforecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2015 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc. or its affiliates is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. Former Great Lakes Downs Facility, 4800 Harvey Street, Muskegon, Michigan Final Phase I ESA
APPENDIX C
EDR Environmental Lien and AUL Report Former Great Lakes Downs 4800 Harvey St Muskegon, MI 49444
Inquiry Number: 4185000.7 January 20, 2015
EDR Environmental Lien and AUL Search
6 Armstrong Road Shelton, CT 06484 800.352.0050 Environmental Data Resources Inc www.edrnet.com EDR Environmental Lien and AUL Search
The EDR Environmental Lien and AUL Search Report provides results from a search of available current land title records for environmental cleanup liens and other activity and use limitations, such as engineering controls and institutional controls.
A network of professional, trained researchers, following established procedures, uses client supplied address information to: • search for parcel information and/or legal description; • search for ownership information; • research official land title documents recorded at jurisdictional agencies such as recorders' offices, registries of deeds, county clerks' offices, etc.; • access a copy of the deed; • search for environmental encumbering instrument(s) associated with the deed; • provide a copy of any environmental encumbrance(s) based upon a review of key words in the instrument(s) (title, parties involved, and description); and • provide a copy of the deed or cite documents reviewed.
Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction orforecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2015 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc. or its affiliates is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. EDR Environmental Lien and AUL Search
______TARGET PROPERTY INFORMATION
ADDRESS 4800 Harvey St Former Great Lakes Downs Muskegon, MI 49444
RESEARCH SOURCE Source 1: Muskegon County Recorder Muskegon, MI
PROPERTY INFORMATION
Deed 1: Type of Deed: Warranty Deed Title is vested in: The Little River Band of Ottawa Indians Title received from: MT Racing Inc Deed Dated 7/16/2008 Deed Recorded: 7/21/2008 Book: NA Page: NA Volume: NA Instrument: 5287347 Docket: NA Land Record Comments: see exhibit Miscellaneous Comments: NA
Legal Description: see exhibit
Legal Current Owner: The Little River Band of Ottawa Indians
Parcel # / Property Identifier: 61-15-115300-0011-10, 61-15-115-300-0026-00, 61-15-115-300-0028-00
Comments: see exhibit
ENVIRONMENTAL LIEN Environmental Lien: Found ¨ Not Found ý
OTHER ACTIVITY AND USE LIMITATIONS (AULs) AULs: Found ¨ Not Found ý
4185000.7 Page 1 Deed Exhibit 1 Received & Sealed For Record MRRK F. FAIRCHILD REGISTER OF DEEDS Muskegon County Michigan 07/21/2008 02:41P LIBER 3786 PRGE 493
AFFIX REAL ESTATET~ TAX STAMP AFTER RECORDING
WARRANT¥ DEED
MI RACING Ii\C., a Delaware corporation ("Grantor"), whose address is cio Magna
Entertainment Corp., 337 Magna Drive, Aurora, Ontario, Canada L4G 7KI, does hereby CONVEY
and WARRANT to THE LITTLE RIVER BAND OF OTTAWA INDIAi\S, a Federally recognized
Indian Tribe ("Grantee"), whose address is 375 River Street, Manistee, Michigan 49660, the real
property located in the T ovmship of Fruitport, Muskegon County, Michigan, and described on
Exhibit "A" attached hereto and made a part hereof, together with all and singular the tenements,
hereditaments and appurtenances thereto belonging or in anywise pertaining thereto, for the sum of
One Dollar ($1.00) and other good and valuable consideration, the sutliciency of which is hereby
acknowledged (See Real Estate Transfer Tax Valuation Atlidavit annexed hereto), subject to all
easements and restrictlons of record.
Grantor grants to Grantee the right to make all available divisions under the Land Division
Act, Act No. 288 of the Public Acts of 1967, as amended. This property may be located within the
vicinity of farmland or a farm operation. Generally accepted agricultural and management practices
which may generate noise, dust, odors and other associated conditions may be used and are protected
by the Michigan right to farm act.
Muckegon, MM:h: 67-d I 20~ , 11e1*f ~ h! 111on< ara 110 IDl lift& or !illtS fllld by 1!8 !111111 ~r any ll1 this~ day of July, 2008. GRANTOR: M!RAC~G( ~ By • 7F,/j-..------IJ/t? ~ o l'.o u ~ 11s. Fvv a c~o _ Cow<\ 'iJ OF "( 0 t 1\ ) SS. \l>'..cli INCt OF ()v, t~\.r-1 C \, The foregoing instrument was acknowled_ged before me this t ~ +-aay of JuJy~ 2008, by II, lew.• Te """'-'"' and ¥"\'al,.'la"' ',t~"''"'· as the t.~ I' <:>t..,d (. F(J . and \J f l'.¥"1£~ ( M-\-1 r.'\ei of Ml ing Inc., a Deiaware corporation, on behalf of sald hm1ted liabllity company. '.lotary Pubilc, 'I~ L County, Pf.:: v1 v-(..c of O'Y\1a.l; t' Acting in y, A.¥.._ County, _(i.cl_QJ \(.J My commission expires: _____ This instrument was prepared hy and when fe(;orded t ..-tw;; £5. Dawn Faxon Singer, Esq. Dickinson Wright PLLC 38525 Woodward Avenue, Suite 2000 Bloomfield Hills, Ml 48304 (248) 433-7200 2 IIIII III/III/ 7 ~!!~I {~f~llllllllllllllllllllllllllllllch.tld, M"uskegon Co ROD ...... 07/21/2008~~~ ~~~ 02, p 41 uu1 Page. 2 of 4 Exhibit "A" lega1 Description Land in the Township of Fruitport, Muskegon County, Michigan, more particularly described as follows: PARCEL 1: Parcel in the Southwestl/4 of Section 15, Town 9 North, Range 16 West, described as follows: Commencing at the Southwest comer of Section 15, thence South 88 degrees 32 minutes 02 seconds East along the South line of Section, 50.00 feet; thence North 00 degrees 56 minutes 04 seconds East, parallel with the West line of said Section 33.00 feet for point of beginning; thence North 00 degrees 56 minutes 04 seconds East parallel with the West line of Section 15, 1717.00 feet; thence South 88 degrees 32 minutes 02 seconds East parallel with the South line of Section I 5, 1250.00 feet; thence South 39 degrees 45 minutes 06 seconds East 997.02 feet: thence South 00 degrees 56 minutes 04 seconds West parallel with the West line of Section 15, 967.00 feet to a point being 33 feet North of the South line of said Section; thence North 88 degrees 32 minutes 02 seconds West 1900.00 feet to the point of beginning. PARCEL 2: Parcel in the Southwest 1/4 of Section 15, Town 9 North, Range 16 West, described as follows: Commencing at the Southwest corner of Section 15, thence North 00 degrees 56 minutes 04 seconds East along West line of said Section. 1750.00 feet; thence South 88 degrees 32 minutes 02 seconds East parallel with the South line of said Section, 50.00 feet for point of beginning; thence North 00 degrees 56 minutes 04 seconds East parallel with the West line of Section 834.10 feet to a point lying 75 feet South of the East-West !14line of said Section; thence South 89 degrees lO minutes 35 seconds East parallel with the East-West 1/4 of said Section 130.22 feet; thence South 32 degrees 51 minutes 59 seconds East 135.20 feet to a point being 75 feet Westerly, measured at right angles and parallel to the survey reference line of Ramp B; thence South 00 degrees 49 minutes 25 seconds West parallel with survey reference line of said Ramp B, 52.5 I feet to a point of curvature; thence on a curve to the left, an arc distance of 563.92 feet, to a point of tangency (said curve data being: Delta~ 90 degrees 00 minutes 00 seconds, radius~ 359.00 feet, long chord~ 507.70, long chord bearing~ South 44 degrees lO minutes 35 seconds East, T ~ 359.00 feet); thence South 89 degrees l 0 minutes 35 seconds East 167.73 feet to a point of curvature; thence along a curve to the right, an arc distance of 6 I 8.26 feet, to a point of tangency (said curve data being: Delta~ 47 degrees 38 minutes 38 seconds, radius~ 743.51 feet, long chord~ 600.60 feet, long chord bearing~ South 65 degrees 21 minutes 16 seconds East, T ~ 328.27 feet); thence South 4 I degrees 31 minutes 57 seconds East along the Southwesterly right of way line of said Ramp "B" as described in Liber 713, Page 848, Muskegon County Records, a distance of 407.84 feet; thence South 40 degrees 15 minutes 20 seconds East (South 40 degrees 16 minutes 20 seconds East, as surveyed) along the southwesterly right of way line ofl-96 a distance of l 073.68 feet to a point of curvature; thence along a curve to the left, being I 00 feet Southwesterly as measured at right angles and parallel with a survey reference line as described in Liber 724, Page 792, Muskegon County Records, a distance of 483.30 feet (483.29 feet, as surveyed) to a point on the North-South 114 line of said Section 15 (said curve data being Delta~ 2 degrees 23 minutes 44.1 seconds (2 degrees, 23 minutes 44 seconds, as surveyed), radius~ 11559.16 feet, long chord~ 483.26 feet, long chord bearing~ South 41 degrees 28 minutes 12 seconds East, T ~ 241.68 feet), thence South 00 degrees 57 minutes 50 seconds West along the North-South 1/4 line of said Section 15,345.59 teet to a point being 33 feet North of the South line of said Section; thence Korth 88 degrees 32 minutes 02 seconds West parallel with the South line of said Section 691.36 feet; thence North 00 degrees 56 minutes 04 seconds East parallel with the West line of said Section 967.00 feet; thence North 39 degrees 45 minutes 06 seconds West 997.02 feet; thence North 88 degrees 32 minutes 02 seconds West parallel with the South line of said Section 1250.00 feet to the point of beginning. Excepting therefrom the following described property: lllllllllllllllllllllllllllllllllllllllllllllllllllllll ~~~}~~?,? Mark Fairchild, Muskegon Co ROD 001 Page 3 of 4 Parcel in the Southwest 1!4 of Section 15, Town 9 North, Range 16 West, Fruitport Township, Muskegon County, State of Michigan, described as follows: Commencing at the Southwest comer of Section 15; thence North 00 degrees 56 minutes 04 seconds East along West line of said Section 1750.00 feet; thence South 88 degrees 32 minutes 02 seconds East parallel with the South line of said Section 50.00 feet for point of beginning; thence North 00 degrees 56 minutes 04 seconds East parallel with the West line of Section 834.10 feet to a point lying 75 feet South of the East West 114 line of said Section; thence South 89 degrees 10 minutes 35 seconds East parallel with the East-West 1/4 of said Section 130.22 feet; thence South 32 degrees 51 minutes 59 seconds East 135.20 feet to a point being 75 feet Westerly, measured at right angles and parallel to the survey reference line of Ramp "B"; thence South 00 degrees 49 minutes 25 seconds West parallel with survey reference line of said Ratnp ·•B*', 52.51 feet to a point of curvature; thence on a curve to the left, an arc distance of 563.92 feet, to a point of tangency (said curve data being: Delta= 90 degrees 00 minutes 00 seconds, radius= 359.00 feet, long chord= 507.70, long chord bearing= South 44 degrees 10 minutes 35 seconds East, T = 359.00 feet); thence South 89 degrees 10 minutes 35 seconds East 70.00 feet; thence South 00 degrees 49 minutes 25 seconds West a distance of317.23 feet; thence North 88 degrees 32 minutes 02 seconds West, a distance of 635.87 feet to the point of beginning. Commonly known as: 4800 Harvey Street, Fruitport, Michigan Tax Parcel Id. No.: 15-115-300-0011-10, 15-115-300-0026-00 and 15-115-300-0028-00 BLOOMFIELD 26PQI 53 928970v2 n ,/)"?, Parcel N6t-.L :L _-1. s- _ 1..::./d .....- L 1 3 0 0 lllllllllllllllll_llllllllllllllllllllllllllllllllllllll ~~~!A~ ?p Mark Fa~reh.1ld 1 Muskegon Co ROD 001 P~se~ 4 of 4 Former Great Lakes Downs Facility, 4800 Harvey Street, Muskegon, Michigan Final Phase I ESA APPENDIX D EDR Radius Map™ Report with GeoCheck® Former Great Lakes Downs 4800 Harvey St Muskegon, MI 49444 Inquiry Number: 4185000.2s January 19, 2015 The EDR Radius Map™ Report with GeoCheck® 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com FORM-LBB-SPM TABLE OF CONTENTS SECTION PAGE Executive Summary ES1 Overview Map 2 Detail Map 3 Map Findings Summary 4 Map Findings 7 Orphan Summary 15 Government Records Searched/Data Currency Tracking GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum A-1 Physical Setting Source Summary A-2 Physical Setting SSURGO Soil Map A-5 Physical Setting Source Map A-13 Physical Setting Source Map Findings A-15 Physical Setting Source Records Searched PSGR-1 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2015 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. TC4185000.2s Page 1 EXECUTIVE SUMMARY A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR). The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E 1527-13) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS 4800 HARVEY ST MUSKEGON County, MI 49444 COORDINATES Latitude (North): 43.1651000 - 43˚ 9’ 54.36’’ Longitude (West): 86.2055000 - 86˚ 12’ 19.80’’ Universal Tranverse Mercator: Zone 16 UTM X (Meters): 564586.7 UTM Y (Meters): 4779240.5 Elevation: 632 ft. above sea level USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY Target Property Map: 43086-B2 MUSKEGON EAST, MI Most Recent Revision: 1980 AERIAL PHOTOGRAPHY IN THIS REPORT Portions of Photo from: 20120619 Source: USDA TARGET PROPERTY SEARCH RESULTS The target property was not listed in any of the databases searched by EDR. DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases: STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL National Priority List TC4185000.2s EXECUTIVE SUMMARY 1 EXECUTIVE SUMMARY Proposed NPL Proposed National Priority List Sites NPL LIENS Federal Superfund Liens Federal Delisted NPL site list Delisted NPL National Priority List Deletions Federal CERCLIS list CERCLIS Comprehensive Environmental Response, Compensation, and Liability Information System FEDERAL FACILITY Federal Facility Site Information listing Federal CERCLIS NFRAP site List CERC-NFRAP CERCLIS No Further Remedial Action Planned Federal RCRA CORRACTS facilities list CORRACTS Corrective Action Report Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF RCRA - Treatment, Storage and Disposal Federal RCRA generators list RCRA-LQG RCRA - Large Quantity Generators RCRA-CESQG RCRA - Conditionally Exempt Small Quantity Generator Federal institutional controls / engineering controls registries US ENG CONTROLS Engineering Controls Sites List US INST CONTROL Sites with Institutional Controls LUCIS Land Use Control Information System Federal ERNS list ERNS Emergency Response Notification System State- and tribal - equivalent CERCLIS SHWS This state does not maintain a SHWS list. See the Federal CERCLIS list and Federal NPL list. State and tribal landfill and/or solid waste disposal site lists SWF/LF Solid Waste Facilities Database State and tribal leaking storage tank lists INDIAN LUST Leaking Underground Storage Tanks on Indian Land State and tribal registered storage tank lists UST Underground Storage Tank Facility List TC4185000.2s EXECUTIVE SUMMARY 2 EXECUTIVE SUMMARY AST Aboveground Tanks INDIAN UST Underground Storage Tanks on Indian Land FEMA UST Underground Storage Tank Listing State and tribal institutional control / engineering control registries AUL Engineering and Institutional Controls State and tribal voluntary cleanup sites INDIAN VCP Voluntary Cleanup Priority Listing State and tribal Brownfields sites BROWNFIELDS Brownfields and UST Site Database ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS A Listing of Brownfields Sites Local Lists of Landfill / Solid Waste Disposal Sites ODI Open Dump Inventory DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations HIST LF Inactive Solid Waste Facilities SWRCY Recycling Facilities INDIAN ODI Report on the Status of Open Dumps on Indian Lands Local Lists of Hazardous waste / Contaminated Sites US CDL Clandestine Drug Labs PART 201 Part 201 Site List DEL PART 201 Delisted List of Contaminated Sites CDL Clandestine Drug Lab Listing US HIST CDL National Clandestine Laboratory Register Local Land Records LIENS 2 CERCLA Lien Information LIENS Lien List Records of Emergency Release Reports HMIRS Hazardous Materials Information Reporting System SPILLS Pollution Emergency Alerting System Other Ascertainable Records RCRA NonGen / NLR RCRA - Non Generators / No Longer Regulated DOT OPS Incident and Accident Data DOD Department of Defense Sites FUDS Formerly Used Defense Sites TC4185000.2s EXECUTIVE SUMMARY 3 EXECUTIVE SUMMARY CONSENT Superfund (CERCLA) Consent Decrees ROD Records Of Decision UMTRA Uranium Mill Tailings Sites US MINES Mines Master Index File TRIS Toxic Chemical Release Inventory System TSCA Toxic Substances Control Act FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing SSTS Section 7 Tracking Systems ICIS Integrated Compliance Information System PADS PCB Activity Database System MLTS Material Licensing Tracking System RADINFO Radiation Information Database FINDS Facility Index System/Facility Registry System RAATS RCRA Administrative Action Tracking System RMP Risk Management Plans UIC Underground Injection Wells Database DRYCLEANERS Drycleaning Establishments NPDES List of Active NPDES Permits AIRS Permit and Emissions Inventory Data BEA Baseline Environmental Assessment Database INDIAN RESERV Indian Reservations SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing PCB TRANSFORMER PCB Transformer Registration Database US FIN ASSUR Financial Assurance Information EPA WATCH LIST EPA WATCH LIST COAL ASH Coal Ash Disposal Sites US AIRS Aerometric Information Retrieval System Facility Subsystem LEAD SMELTERS Lead Smelter Sites COAL ASH DOE Steam-Electric Plant Operation Data PRP Potentially Responsible Parties 2020 COR ACTION 2020 Corrective Action Program List COAL ASH EPA Coal Combustion Residues Surface Impoundments List WDS Waste Data System Financial Assurance Financial Assurance Information Listing EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP EDR Proprietary Manufactured Gas Plants EDR US Hist Auto Stat EDR Exclusive Historic Gas Stations EDR US Hist Cleaners EDR Exclusive Historic Dry Cleaners EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA LUST Recovered Government Archive Leaking Underground Storage Tank RGA PART 201 Recovered Government Archive State Hazardous Waste Facilities List RGA LF Recovered Government Archive Solid Waste Facilities List SURROUNDING SITES: SEARCH RESULTS Surrounding sites were identified in the following databases. TC4185000.2s EXECUTIVE SUMMARY 4 EXECUTIVE SUMMARY Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property. Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. Sites listed in bold italics are in multiple databases. Unmappable (orphan) sites are not considered in the foregoing analysis. STANDARD ENVIRONMENTAL RECORDS Federal RCRA generators list RCRA-SQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. A review of the RCRA-SQG list, as provided by EDR, and dated 06/10/2014 has revealed that there is 1 RCRA-SQG site within approximately 0.25 miles of the target property. ______Equal/Higher Elevation ______Address Direction ______/ Distance Map _____ ID Page _____ TARGET CORPORATION 5057 HARVEY ST S 1/8 - 1/4 (0.148 mi.) 1 7 State and tribal leaking storage tank lists LUST: The Leaking Underground Storage Tank Incident Reports contain an inventory of reported leaking underground storage tank incidents. The data come from the Department of Environmental Quality’s Leaking Underground Storage Tank (LUST) Database. A review of the LUST list, as provided by EDR, and dated 08/01/2014 has revealed that there are 2 LUST sites within approximately 0.5 miles of the target property. ______Lower Elevation ______Address Direction ______/ Distance Map _____ ID Page _____ TED GLOMB 1315 ELLIS RD SW 1/4 - 1/2 (0.335 mi.) 2 11 Facility Status: Open MUSKEGON COUNTY AIRPORT 1217 EAST ELLIS WSW 1/4 - 1/2 (0.463 mi.) 3 13 Facility Status: Closed ADDITIONAL ENVIRONMENTAL RECORDS Local Lists of Hazardous waste / Contaminated Sites INVENTORY: The Inventory of Facilities has three data sources: Facilities under Part 201, TC4185000.2s EXECUTIVE SUMMARY 5 EXECUTIVE SUMMARY Environmental Remediation, of the Natural Resources and Environmental Protection Act, 1994 PA 451, as amended (NREPA) identified through state funded or private party response activities (Projects); Facilities under Part 213, Leaking Underground Storage Tanks of the NREPA; and Facilities identified through submittals of Baseline Environmental Assessments (BEA) submitted pursuant to Part 201 or Part 213 of the NREPA. The Part 201 Projects Inventory does not include all of the facilities that are subject to regulation under Part 201 because owners are not required to inform the Department of Environmental Quality (DEQ) about the facilities and can pursue cleanup independently. Facilities that are not known to DEQ are not on the Inventory, nor are locations with releases that resulted in low environmental impact. Part 213 facilities listed here may have more than one release; a list of releases for which corrective actions have been completed and list of releases for which corrective action has not been completed is located on the Leaking Underground Storage Tanks Site Search webpage. The DEQ may or may not have reviewed and concurred with the conclusion that the corrective actions described in a closure report meets criteria. A BEA is a document that new or prospective property owners/operations disclose to the DEQ identifying the property as a facility pursuant to Part 201 and Part 213. The Inventory of BEA Facilities overlaps in part with the Part 201 Projects facilities and Part 213 facilities. There may be more than one BEA for each facility. A review of the INVENTORY list, as provided by EDR, and dated 10/27/2014 has revealed that there is 1 INVENTORY site within approximately 0.5 miles of the target property. ______Lower Elevation ______Address Direction ______/ Distance Map _____ ID Page _____ TED GLOMB 1315 ELLIS RD SW 1/4 - 1/2 (0.335 mi.) 2 11 TC4185000.2s EXECUTIVE SUMMARY 6 EXECUTIVE SUMMARY Due to poor or inadequate address information, the following sites were not mapped. Count: 1 records. ______Site Name ______Database(s) MARATHON PIPELINE LEAK CERC-NFRAP TC4185000.2s EXECUTIVE SUMMARY 7 6 0 0 6 0 0 6 0 0 6 0 0 0 6 0 6 0 0 00 0 6 0 6 6 40 6 6 4 0 4 0 640 640 0 4 6 6 4 0 6 4 0 6 4 0 6 4 0 6 40 EDR Inc. 6 4 0 6 4 0 6 40 40 6 6 4 0 6 4 0 EDR Inc. MAP FINDINGS SUMMARY Search Distance Target Total Database(Miles) Property < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL 1.000 0 0 0 0 NR 0 Proposed NPL 1.000 0 0 0 0 NR 0 NPL LIENS TP NR NR NR NR NR 0 Federal Delisted NPL site list Delisted NPL 1.000 0 0 0 0 NR 0 Federal CERCLIS list CERCLIS 0.500 0 0 0 NR NR 0 FEDERAL FACILITY 0.500 0 0 0 NR NR 0 Federal CERCLIS NFRAP site List CERC-NFRAP 0.500 0 0 0 NR NR 0 Federal RCRA CORRACTS facilities list CORRACTS 1.000 0 0 0 0 NR 0 Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF 0.500 0 0 0 NR NR 0 Federal RCRA generators list RCRA-LQG 0.250 0 0 NR NR NR 0 RCRA-SQG 0.250 0 1 NR NR NR 1 RCRA-CESQG 0.250 0 0 NR NR NR 0 Federal institutional controls / engineering controls registries US ENG CONTROLS 0.500 0 0 0 NR NR 0 US INST CONTROL 0.500 0 0 0 NR NR 0 LUCIS 0.500 0 0 0 NR NR 0 Federal ERNS list ERNS TP NR NR NR NR NR 0 State- and tribal - equivalent CERCLIS SHWS 1.000 0 0 0 0 NR 0 State and tribal landfill and/or solid waste disposal site lists SWF/LF 0.500 0 0 0 NR NR 0 State and tribal leaking storage tank lists LUST 0.500 0 0 2 NR NR 2 INDIAN LUST 0.500 0 0 0 NR NR 0 State and tribal registered storage tank lists UST 0.250 0 0 NR NR NR 0 TC4185000.2s Page 4 MAP FINDINGS SUMMARY Search Distance Target Total Database(Miles) Property < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted AST 0.250 0 0 NR NR NR 0 INDIAN UST 0.250 0 0 NR NR NR 0 FEMA UST 0.250 0 0 NR NR NR 0 State and tribal institutional control / engineering control registries AUL 0.500 0 0 0 NR NR 0 State and tribal voluntary cleanup sites INDIAN VCP 0.500 0 0 0 NR NR 0 State and tribal Brownfields sites BROWNFIELDS 0.500 0 0 0 NR NR 0 ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS 0.500 0 0 0 NR NR 0 Local Lists of Landfill / Solid Waste Disposal Sites ODI 0.500 0 0 0 NR NR 0 DEBRIS REGION 9 0.500 0 0 0 NR NR 0 HIST LF 0.500 0 0 0 NR NR 0 SWRCY 0.500 0 0 0 NR NR 0 INDIAN ODI 0.500 0 0 0 NR NR 0 Local Lists of Hazardous waste / Contaminated Sites US CDL TP NR NR NR NR NR 0 PART 201 1.000 0 0 0 0 NR 0 INVENTORY 0.500 0 0 1 NR NR 1 DEL PART 201 1.000 0 0 0 0 NR 0 CDL TP NR NR NR NR NR 0 US HIST CDL TP NR NR NR NR NR 0 Local Land Records LIENS 2 TP NR NR NR NR NR 0 LIENS TP NR NR NR NR NR 0 Records of Emergency Release Reports HMIRS TP NR NR NR NR NR 0 SPILLS TP NR NR NR NR NR 0 Other Ascertainable Records RCRA NonGen / NLR 0.250 0 0 NR NR NR 0 DOT OPS TP NR NR NR NR NR 0 DOD 1.000 0 0 0 0 NR 0 FUDS 1.000 0 0 0 0 NR 0 CONSENT 1.000 0 0 0 0 NR 0 TC4185000.2s Page 5 MAP FINDINGS SUMMARY Search Distance Target Total Database(Miles) Property < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted ROD 1.000 0 0 0 0 NR 0 UMTRA 0.500 0 0 0 NR NR 0 US MINES 0.250 0 0 NR NR NR 0 TRIS TP NR NR NR NR NR 0 TSCA TP NR NR NR NR NR 0 FTTS TP NR NR NR NR NR 0 HIST FTTS TP NR NR NR NR NR 0 SSTS TP NR NR NR NR NR 0 ICIS TP NR NR NR NR NR 0 PADS TP NR NR NR NR NR 0 MLTS TP NR NR NR NR NR 0 RADINFO TP NR NR NR NR NR 0 FINDS TP NR NR NR NR NR 0 RAATS TP NR NR NR NR NR 0 RMP TP NR NR NR NR NR 0 UIC TP NR NR NR NR NR 0 DRYCLEANERS 0.250 0 0 NR NR NR 0 NPDES TP NR NR NR NR NR 0 AIRS TP NR NR NR NR NR 0 BEA 0.500 0 0 0 NR NR 0 INDIAN RESERV 1.000 0 0 0 0 NR 0 SCRD DRYCLEANERS 0.500 0 0 0 NR NR 0 PCB TRANSFORMER TP NR NR NR NR NR 0 US FIN ASSUR TP NR NR NR NR NR 0 EPA WATCH LIST TP NR NR NR NR NR 0 COAL ASH 0.500 0 0 0 NR NR 0 US AIRS TP NR NR NR NR NR 0 LEAD SMELTERS TP NR NR NR NR NR 0 COAL ASH DOE TP NR NR NR NR NR 0 PRP TP NR NR NR NR NR 0 2020 COR ACTION 0.250 0 0 NR NR NR 0 COAL ASH EPA 0.500 0 0 0 NR NR 0 WDS TP NR NR NR NR NR 0 Financial Assurance TP NR NR NR NR NR 0 EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP 1.000 0 0 0 0 NR 0 EDR US Hist Auto Stat 0.250 0 0 NR NR NR 0 EDR US Hist Cleaners 0.250 0 0 NR NR NR 0 EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA LUST TP NR NR NR NR NR 0 RGA PART 201 TP NR NR NR NR NR 0 RGA LF TP NR NR NR NR NR 0 NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database TC4185000.2s Page 6 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 1 TARGET CORPORATION RCRA-SQG 1010784657 South 5057 HARVEY ST MIK138941323 1/8-1/4 MUSKEGON, MI 49444 0.148 mi. 779 ft. Relative: RCRA-SQG: Higher Date form received by agency: 07/17/2013 Facility name: TARGET CORPORATION Actual: Facility address: 5057 HARVEY ST 632 ft. MUSKEGON, MI 49444 EPA ID: MIK138941323 Mailing address: PO BOX 111 CORPORATE COMPLIANCE MINNEAPOLIS, MN 55440 Contact: STEVE MUSSER Contact address: Not reported Not reported Contact country: Not reported Contact telephone: (800) 587-2228 Contact email: [email protected] EPA Region: 05 Land type: Private Classification: Small Small Quantity Generator Description: Handler: generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time Owner/Operator Summary: Owner/operator name: TARGET CORPORATION Owner/operator address: Not reported Not reported Owner/operator country: Not reported Owner/operator telephone: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: 09/19/2007 Owner/Op end date: Not reported Owner/operator name: TARGET CORPORATION Owner/operator address: Not reported Not reported Owner/operator country: Not reported Owner/operator telephone: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: 09/19/2007 Owner/Op end date: Not reported Handler Activities Summary: U.S. importer of hazardous waste: No Mixed waste (haz. and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater, storer or disposer of HW: No Underground injection activity: No TC4185000.2s Page 7 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TARGET CORPORATION (Continued) 1010784657 On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Historical Generators: Date form received by agency: 06/20/2012 Site name: TARGET CORPORATION Classification: Small Quantity Generator Date form received by agency: 03/22/2012 Site name: TARGET CORPORATION Classification: Small Quantity Generator Date form received by agency: 03/22/2012 Site name: TARGET CORPORATION Classification: Small Quantity Generator Hazardous Waste Summary: Waste code: D001 Waste name: IGNITABLE HAZARDOUS WASTES ARE THOSE WASTES WHICH HAVE A FLASHPOINT OF LESS THAN 140 DEGREES FAHRENHEIT AS DETERMINED BY A PENSKY-MARTENS CLOSED CUP FLASH POINT TESTER. ANOTHER METHOD OF DETERMINING THE FLASH POINT OF A WASTE IS TO REVIEW THE MATERIAL SAFETY DATA SHEET, WHICH CAN BE OBTAINED FROM THE MANUFACTURER OR DISTRIBUTOR OF THE MATERIAL. LACQUER THINNER IS AN EXAMPLE OF A COMMONLY USED SOLVENT WHICH WOULD BE CONSIDERED AS IGNITABLE HAZARDOUS WASTE. Waste code: D002 Waste name: A WASTE WHICH HAS A PH OF LESS THAN 2 OR GREATER THAN 12.5 IS CONSIDERED TO BE A CORROSIVE HAZARDOUS WASTE. SODIUM HYDROXIDE, A CAUSTIC SOLUTION WITH A HIGH PH, IS OFTEN USED BY INDUSTRIES TO CLEAN OR DEGREASE PARTS. HYDROCHLORIC ACID, A SOLUTION WITH A LOW PH, IS USED BY MANY INDUSTRIES TO CLEAN METAL PARTS PRIOR TO PAINTING. WHEN THESE CAUSTIC OR ACID SOLUTIONS BECOME CONTAMINATED AND MUST BE DISPOSED, THE WASTE WOULD BE A CORROSIVE HAZARDOUS WASTE. Waste code: D005 Waste name: BARIUM Waste code: D006 Waste name: CADMIUM Waste code: D007 Waste name: CHROMIUM Waste code: D008 Waste name: LEAD Waste code: D009 Waste name: MERCURY TC4185000.2s Page 8 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TARGET CORPORATION (Continued) 1010784657 Waste code: D011 Waste name: SILVER Waste code: D016 Waste name: 2,4-D Waste code: D035 Waste name: METHYL ETHYL KETONE Waste code: P001 Waste name: 2H-1-BENZOPYRAN-2-ONE, 4-HYDROXY-3-(3-OXO-1-PHENYLBUTYL)-, & SALTS, WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% Waste code: P012 Waste name: ARSENIC OXIDE AS2O3 Waste code: P022 Waste name: CARBON DISULFIDE Waste code: P075 Waste name: NICOTINE, & SALTS Waste code: P108 Waste name: STRYCHNIDIN-10-ONE, & SALTS Waste code: P188 Waste name: BENZOIC ACID, 2-HYDROXY-, COMPD. WITH (3AS-CIS)-1,2,3,3A,8,8A-HEXAHYDRO-1,3A,8-TRIMETHYLPYRROLO[2,3- Waste code: U002 Waste name: ACETONE (I) Waste code: D001 Waste name: IGNITABLE HAZARDOUS WASTES ARE THOSE WASTES WHICH HAVE A FLASHPOINT OF LESS THAN 140 DEGREES FAHRENHEIT AS DETERMINED BY A PENSKY-MARTENS CLOSED CUP FLASH POINT TESTER. ANOTHER METHOD OF DETERMINING THE FLASH POINT OF A WASTE IS TO REVIEW THE MATERIAL SAFETY DATA SHEET, WHICH CAN BE OBTAINED FROM THE MANUFACTURER OR DISTRIBUTOR OF THE MATERIAL. LACQUER THINNER IS AN EXAMPLE OF A COMMONLY USED SOLVENT WHICH WOULD BE CONSIDERED AS IGNITABLE HAZARDOUS WASTE. Waste code: D001 Waste name: IGNITABLE HAZARDOUS WASTES ARE THOSE WASTES WHICH HAVE A FLASHPOINT OF LESS THAN 140 DEGREES FAHRENHEIT AS DETERMINED BY A PENSKY-MARTENS CLOSED CUP FLASH POINT TESTER. ANOTHER METHOD OF DETERMINING THE FLASH POINT OF A WASTE IS TO REVIEW THE MATERIAL SAFETY DATA SHEET, WHICH CAN BE OBTAINED FROM THE MANUFACTURER OR DISTRIBUTOR OF THE MATERIAL. LACQUER THINNER IS AN EXAMPLE OF A COMMONLY USED SOLVENT WHICH WOULD BE CONSIDERED AS IGNITABLE HAZARDOUS WASTE. Waste code: D001 Waste name: IGNITABLE HAZARDOUS WASTES ARE THOSE WASTES WHICH HAVE A FLASHPOINT OF LESS THAN 140 DEGREES FAHRENHEIT AS DETERMINED BY A PENSKY-MARTENS CLOSED CUP FLASH POINT TESTER. ANOTHER METHOD OF DETERMINING THE FLASH POINT OF A WASTE IS TO REVIEW THE MATERIAL SAFETY DATA SHEET, WHICH CAN BE OBTAINED FROM THE MANUFACTURER OR DISTRIBUTOR OF THE MATERIAL. LACQUER THINNER IS AN EXAMPLE OF A COMMONLY USED SOLVENT TC4185000.2s Page 9 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TARGET CORPORATION (Continued) 1010784657 WHICH WOULD BE CONSIDERED AS IGNITABLE HAZARDOUS WASTE. Biennial Reports: Last Biennial Reporting Year: 2013 Annual Waste Handled: Waste code: D001 Waste name: IGNITABLE HAZARDOUS WASTES ARE THOSE WASTES WHICH HAVE A FLASHPOINT OF LESS THAN 140 DEGREES FAHRENHEIT AS DETERMINED BY A PENSKY-MARTENS CLOSED CUP FLASH POINT TESTER. ANOTHER METHOD OF DETERMINING THE FLASH POINT OF A WASTE IS TO REVIEW THE MATERIAL SAFETY DATA SHEET, WHICH CAN BE OBTAINED FROM THE MANUFACTURER OR DISTRIBUTOR OF THE MATERIAL. LACQUER THINNER IS AN EXAMPLE OF A COMMONLY USED SOLVENT WHICH WOULD BE CONSIDERED AS IGNITABLE HAZARDOUS WASTE. Amount (Lbs): 329 Waste code: D002 Waste name: A WASTE WHICH HAS A PH OF LESS THAN 2 OR GREATER THAN 12.5 IS CONSIDERED TO BE A CORROSIVE HAZARDOUS WASTE. SODIUM HYDROXIDE, A CAUSTIC SOLUTION WITH A HIGH PH, IS OFTEN USED BY INDUSTRIES TO CLEAN OR DEGREASE PARTS. HYDROCHLORIC ACID, A SOLUTION WITH A LOW PH, IS USED BY MANY INDUSTRIES TO CLEAN METAL PARTS PRIOR TO PAINTING. WHEN THESE CAUSTIC OR ACID SOLUTIONS BECOME CONTAMINATED AND MUST BE DISPOSED, THE WASTE WOULD BE A CORROSIVE HAZARDOUS WASTE. Amount (Lbs): 96 Waste code: D005 Waste name: BARIUM Amount (Lbs): 5 Waste code: D006 Waste name: CADMIUM Amount (Lbs): 32 Waste code: D007 Waste name: CHROMIUM Amount (Lbs): 8 Waste code: D008 Waste name: LEAD Amount (Lbs): 32 Waste code: D009 Waste name: MERCURY Amount (Lbs): 9 Waste code: D011 Waste name: SILVER Amount (Lbs): 3 Waste code: D016 Waste name: 2,4-D Amount (Lbs): 56 Waste code: D035 Waste name: METHYL ETHYL KETONE Amount (Lbs): 246 TC4185000.2s Page 10 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TARGET CORPORATION (Continued) 1010784657 Waste code: P001 Waste name: 2H-1-BENZOPYRAN-2-ONE, 4-HYDROXY-3-(3-OXO-1-PHENYLBUTYL)-, & SALTS, WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% Amount (Lbs): 4 Waste code: P012 Waste name: ARSENIC OXIDE AS2O3 Amount (Lbs): 1 Waste code: P022 Waste name: CARBON DISULFIDE Amount (Lbs): 1 Waste code: P075 Waste name: NICOTINE, & SALTS Amount (Lbs): 4 Waste code: P108 Waste name: STRYCHNIDIN-10-ONE, & SALTS Amount (Lbs): 1 Waste code: P188 Waste name: BENZOIC ACID, 2-HYDROXY-, COMPD. WITH (3AS-CIS)-1,2,3,3A,8,8A-HEXAHYDRO-1,3A,8-TRIMETHYLPYRROLO[2,3- Amount (Lbs): 1 Waste code: U002 Waste name: ACETONE (I) Amount (Lbs): 5 Violation Status: No violations found Evaluation Action Summary: Evaluation date: 05/14/2012 Evaluation: COMPLIANCE EVALUATION INSPECTION ON-SITE Area of violation: Not reported Date achieved compliance: Not reported Evaluation lead agency: State 2 TED GLOMB INVENTORY U003325161 SW 1315 ELLIS RD LUST N/A 1/4-1/2 MUSKEGON, MI 49458 UST 0.335 mi. 1767 ft. Relative: INVENTORY: Lower Bea Number: Not reported Township: Not reported Actual: District: Grand Rapids 630 ft. Data Source: Part 213 Latitude: 43.16136 Longitude: -86.21219 LUST: Facility ID: 00033395 Source: STATE OF MICHIGAN Owner Name: Ted Glomb TC4185000.2s Page 11 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TED GLOMB (Continued) U003325161 Owner Address: Po Box 408 Owner City,St,Zip: Walhalla, MI 49458-0408 Owner Contact: Not reported Owner Phone: (616) 462-3447 Country: USA District: Grand Rapids District Office Site Name: Ted Glomb Latitude: 43.16135 Longitude: -86.21218 Date of Collection: 10/22/2007 Method of Collection: Interpolation-Map Accuracy: 40 Accuracy Value Unit: FEET Horizontal Data: NAD83 Point Line Area: POINT Desc Category: Not reported Leak Number: C-1372-85 Release Date: 09/06/1990 Substance Released: Not reported Release Status: Open Release Closed Date: Not reported UST: Facility ID: 00033395 Facility Type: CLOSED Owner Name: TED GLOMB Owner Address: PO BOX 408 Owner City,St,Zip: WALHALLA, MI 49458-0408 Owner Country: USA Owner Contact: Not reported Owner Phone: (616) 462-3447 Contact: Ted Glomb Contact Phone: (616) 462-3447 Date of Collection: 10/22/2007 Accuracy: 40 Accuracy Value Unit: FEET Horizontal Datum: NAD83 Source: STATE OF MICHIGAN Point Line Area: POINT Desc Category: Not reported Method of Collection: Interpolation-Map Latitude: 43.16135 Longitude: -86.21218 Tank ID: 1 Tank Status: Removed from Ground Capacity: 11000 Product: Used Oil Install Date: 07/26/1964 Remove Date: 08/23/1989 Tank Release Detection: Not reported Pipe Realease Detection: Not reported Piping Material: NONE Piping Type: Not reported Construction Material: Asphalt Coated or Bare Steel Impressed Device: No TC4185000.2s Page 12 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TED GLOMB (Continued) U003325161 Tank ID: 2 Tank Status: Removed from Ground Capacity: 7000 Product: Used Oil Install Date: 07/26/1959 Remove Date: 08/22/1989 Tank Release Detection: Not reported Pipe Realease Detection: Not reported Piping Material: NONE Piping Type: Not reported Construction Material: Asphalt Coated or Bare Steel Impressed Device: No Tank ID: 3 Tank Status: Removed from Ground Capacity: 3000 Product: Used Oil Install Date: 07/26/1969 Remove Date: 08/22/1989 Tank Release Detection: Not reported Pipe Realease Detection: Not reported Piping Material: Bare Steel Piping Type: Not reported Construction Material: Asphalt Coated or Bare Steel Impressed Device: No 3 MUSKEGON COUNTY AIRPORT LUST U002302446 WSW 1217 EAST ELLIS UST N/A 1/4-1/2 MUSKEGON, MI 49441 0.463 mi. 2443 ft. Relative: LUST: Lower Facility ID: 00038071 Source: STATE OF MICHIGAN Actual: Owner Name: Muskegon County Airport 630 ft. Owner Address: 99 Sinclair Dr Owner City,St,Zip: Muskegon, MI 49441 Owner Contact: Not reported Owner Phone: 231-798-4596 Country: USA District: Grand Rapids District Office Site Name: Muskegon County Airport Latitude: 43.16142 Longitude: -86.21541 Date of Collection: 01/11/2001 Method of Collection: Address Matching-House Number Accuracy: 100 Accuracy Value Unit: FEET Horizontal Data: NAD83 Point Line Area: POINT Desc Category: Plant Entrance (Freight) Leak Number: C-0938-94 Release Date: 08/25/1994 Substance Released: Gasoline Release Status: Closed TC4185000.2s Page 13 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MUSKEGON COUNTY AIRPORT (Continued) U002302446 Release Closed Date: 03/09/1995 UST: Facility ID: 00038071 Facility Type: CLOSED Owner Name: MUSKEGON COUNTY AIRPORT Owner Address: 99 SINCLAIR DR Owner City,St,Zip: MUSKEGON, MI 49441 Owner Country: USA Owner Contact: Not reported Owner Phone: 231-798-4596 Contact: CHARLES ATWOOD Contact Phone: (616) 798-4596 Date of Collection: 01/11/2001 Accuracy: 100 Accuracy Value Unit: FEET Horizontal Datum: NAD83 Source: STATE OF MICHIGAN Point Line Area: POINT Desc Category: Plant Entrance (Freight) Method of Collection: Address Matching-House Number Latitude: 43.16142 Longitude: -86.21541 Tank ID: 1 Tank Status: Removed from Ground Capacity: 2000 Product: Gasoline Install Date: Not reported Remove Date: 08/25/1994 Tank Release Detection: Not reported Pipe Realease Detection: Not reported Piping Material: Unknown Piping Type: Not reported Construction Material: Unknown Impressed Device: No TC4185000.2s Page 14 Count: 1 records. ORPHAN SUMMARY City EDR ID Site Name Site Address Zip Database(s) MUSKEGON 1003871484 MARATHON PIPELINE LEAK AIRLINE & GETTY RDS 49444 CERC-NFRAP TC4185000.2s Page 15 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterly basis, as required. Number of Days to Update: Provides confirmation that EDR is reporting records that have been updated within 90 days from the date the government agency made the information available to the public. STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL: National Priority List National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA’s Environmental Photographic Interpretation Center (EPIC) and regional EPA offices. Date of Government Version: 09/29/2014 Source: EPA Date Data Arrived at EDR: 10/08/2014 Telephone: N/A Date Made Active in Reports: 11/17/2014 Last EDR Contact: 01/08/2015 Number of Days to Update: 40 Next Scheduled EDR Contact: 04/20/2015 Data Release Frequency: Quarterly NPL Site Boundaries Sources: EPA’s Environmental Photographic Interpretation Center (EPIC) Telephone: 202-564-7333 EPA Region 1 EPA Region 6 Telephone 617-918-1143 Telephone: 214-655-6659 EPA Region 3 EPA Region 7 Telephone 215-814-5418 Telephone: 913-551-7247 EPA Region 4 EPA Region 8 Telephone 404-562-8033 Telephone: 303-312-6774 EPA Region 5 EPA Region 9 Telephone 312-886-6686 Telephone: 415-947-4246 EPA Region 10 Telephone 206-553-8665 Proposed NPL: Proposed National Priority List Sites A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on the NPL those sites that continue to meet the requirements for listing. Date of Government Version: 09/29/2014 Source: EPA Date Data Arrived at EDR: 10/08/2014 Telephone: N/A Date Made Active in Reports: 11/17/2014 Last EDR Contact: 01/08/2015 Number of Days to Update: 40 Next Scheduled EDR Contact: 04/20/2015 Data Release Frequency: Quarterly NPL LIENS: Federal Superfund Liens Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. Date of Government Version: 10/15/1991 Source: EPA Date Data Arrived at EDR: 02/02/1994 Telephone: 202-564-4267 Date Made Active in Reports: 03/30/1994 Last EDR Contact: 08/15/2011 Number of Days to Update: 56 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: No Update Planned TC4185000.2s Page GR-1 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Federal Delisted NPL site list DELISTED NPL: National Priority List Deletions The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where no further response is appropriate. Date of Government Version: 09/29/2014 Source: EPA Date Data Arrived at EDR: 10/08/2014 Telephone: N/A Date Made Active in Reports: 11/17/2014 Last EDR Contact: 01/08/2015 Number of Days to Update: 40 Next Scheduled EDR Contact: 04/20/2015 Data Release Frequency: Quarterly Federal CERCLIS list CERCLIS: Comprehensive Environmental Response, Compensation, and Liability Information System CERCLIS contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). CERCLIS contains sites which are either proposed to or on the National Priorities List (NPL) and sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version: 10/25/2013 Source: EPA Date Data Arrived at EDR: 11/11/2013 Telephone: 703-412-9810 Date Made Active in Reports: 02/13/2014 Last EDR Contact: 01/09/2015 Number of Days to Update: 94 Next Scheduled EDR Contact: 03/09/2015 Data Release Frequency: Quarterly FEDERAL FACILITY: Federal Facility Site Information listing A listing of National Priority List (NPL) and Base Realignment and Closure (BRAC) sites found in the Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) Database where EPA Federal Facilities Restoration and Reuse Office is involved in cleanup activities. Date of Government Version: 07/21/2014 Source: Environmental Protection Agency Date Data Arrived at EDR: 10/07/2014 Telephone: 703-603-8704 Date Made Active in Reports: 10/20/2014 Last EDR Contact: 01/09/2015 Number of Days to Update: 13 Next Scheduled EDR Contact: 04/20/2015 Data Release Frequency: Varies Federal CERCLIS NFRAP site List CERCLIS-NFRAP: CERCLIS No Further Remedial Action Planned Archived sites are sites that have been removed and archived from the inventory of CERCLIS sites. Archived status indicates that, to the best of EPA’s knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list this site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time. This decision does not necessarily mean that there is no hazard associated with a given site; it only means that, based upon available information, the location is not judged to be a potential NPL site. Date of Government Version: 10/25/2013 Source: EPA Date Data Arrived at EDR: 11/11/2013 Telephone: 703-412-9810 Date Made Active in Reports: 02/13/2014 Last EDR Contact: 01/09/2015 Number of Days to Update: 94 Next Scheduled EDR Contact: 03/09/2015 Data Release Frequency: Quarterly Federal RCRA CORRACTS facilities list CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. TC4185000.2s Page GR-2 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 06/10/2014 Source: EPA Date Data Arrived at EDR: 07/02/2014 Telephone: 800-424-9346 Date Made Active in Reports: 09/18/2014 Last EDR Contact: 12/29/2014 Number of Days to Update: 78 Next Scheduled EDR Contact: 04/13/2015 Data Release Frequency: Quarterly Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF: RCRA - Treatment, Storage and Disposal RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste. Date of Government Version: 06/10/2014 Source: Environmental Protection Agency Date Data Arrived at EDR: 07/02/2014 Telephone: 312-886-6186 Date Made Active in Reports: 09/18/2014 Last EDR Contact: 12/29/2014 Number of Days to Update: 78 Next Scheduled EDR Contact: 04/13/2015 Data Release Frequency: Quarterly Federal RCRA generators list RCRA-LQG: RCRA - Large Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. Date of Government Version: 06/10/2014 Source: Environmental Protection Agency Date Data Arrived at EDR: 07/02/2014 Telephone: 312-886-6186 Date Made Active in Reports: 09/18/2014 Last EDR Contact: 12/29/2014 Number of Days to Update: 78 Next Scheduled EDR Contact: 04/13/2015 Data Release Frequency: Quarterly RCRA-SQG: RCRA - Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. Date of Government Version: 06/10/2014 Source: Environmental Protection Agency Date Data Arrived at EDR: 07/02/2014 Telephone: 312-886-6186 Date Made Active in Reports: 09/18/2014 Last EDR Contact: 12/29/2014 Number of Days to Update: 78 Next Scheduled EDR Contact: 04/13/2015 Data Release Frequency: Quarterly RCRA-CESQG: RCRA - Conditionally Exempt Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators (CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Date of Government Version: 06/10/2014 Source: Environmental Protection Agency Date Data Arrived at EDR: 07/02/2014 Telephone: 312-886-6186 Date Made Active in Reports: 09/18/2014 Last EDR Contact: 12/29/2014 Number of Days to Update: 78 Next Scheduled EDR Contact: 04/13/2015 Data Release Frequency: Varies TC4185000.2s Page GR-3 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Federal institutional controls / engineering controls registries US ENG CONTROLS: Engineering Controls Sites List A listing of sites with engineering controls in place. Engineering controls include various forms of caps, building foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. Date of Government Version: 09/18/2014 Source: Environmental Protection Agency Date Data Arrived at EDR: 09/19/2014 Telephone: 703-603-0695 Date Made Active in Reports: 10/20/2014 Last EDR Contact: 12/03/2014 Number of Days to Update: 31 Next Scheduled EDR Contact: 03/16/2015 Data Release Frequency: Varies US INST CONTROL: Sites with Institutional Controls A listing of sites with institutional controls in place. Institutional controls include administrative measures, such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally required as part of the institutional controls. Date of Government Version: 09/18/2014 Source: Environmental Protection Agency Date Data Arrived at EDR: 09/19/2014 Telephone: 703-603-0695 Date Made Active in Reports: 10/20/2014 Last EDR Contact: 12/03/2014 Number of Days to Update: 31 Next Scheduled EDR Contact: 03/16/2015 Data Release Frequency: Varies LUCIS: Land Use Control Information System LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version: 08/29/2014 Source: Department of the Navy Date Data Arrived at EDR: 10/09/2014 Telephone: 843-820-7326 Date Made Active in Reports: 10/20/2014 Last EDR Contact: 11/17/2014 Number of Days to Update: 11 Next Scheduled EDR Contact: 03/02/2015 Data Release Frequency: Varies Federal ERNS list ERNS: Emergency Response Notification System Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version: 09/29/2014 Source: National Response Center, United States Coast Guard Date Data Arrived at EDR: 09/30/2014 Telephone: 202-267-2180 Date Made Active in Reports: 11/06/2014 Last EDR Contact: 12/29/2014 Number of Days to Update: 37 Next Scheduled EDR Contact: 04/13/2015 Data Release Frequency: Annually State- and tribal - equivalent CERCLIS SHWS: This state does not maintain a SHWS list. See the Federal CERCLIS list and Federal NPL list. This state does not maintain a SHWS list. See the Federal CERCLIS list and Federal NPL list. Date of Government Version: N/A Source: Dept of Environmental Quality Date Data Arrived at EDR: 10/31/2013 Telephone: 517-284-5103 Date Made Active in Reports: 11/20/2013 Last EDR Contact: 10/27/2014 Number of Days to Update: 20 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: No Update Planned State and tribal landfill and/or solid waste disposal site lists TC4185000.2s Page GR-4 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SWF/LF: Solid Waste Facilities Database Solid Waste Facilities/Landfill Sites. SWF/LF type records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. Depending on the state, these may be active or inactive facilities or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version: 09/30/2014 Source: Dept of Environmental Quality Date Data Arrived at EDR: 10/01/2014 Telephone: 517-335-4035 Date Made Active in Reports: 10/17/2014 Last EDR Contact: 12/30/2014 Number of Days to Update: 16 Next Scheduled EDR Contact: 04/13/2015 Data Release Frequency: Semi-Annually State and tribal leaking storage tank lists LUST: Leaking Underground Storage Tank Sites Leaking Underground Storage Tank Incident Reports. LUST records contain an inventory of reported leaking underground storage tank incidents. Not all states maintain these records, and the information stored varies by state. Date of Government Version: 08/01/2014 Source: Dept of Environmental Quality Date Data Arrived at EDR: 08/19/2014 Telephone: 517-373-9837 Date Made Active in Reports: 09/03/2014 Last EDR Contact: 11/17/2014 Number of Days to Update: 15 Next Scheduled EDR Contact: 03/02/2015 Data Release Frequency: Annually INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin. Date of Government Version: 11/03/2014 Source: EPA, Region 5 Date Data Arrived at EDR: 11/05/2014 Telephone: 312-886-7439 Date Made Active in Reports: 11/17/2014 Last EDR Contact: 10/27/2014 Number of Days to Update: 12 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming. Date of Government Version: 11/04/2014 Source: EPA Region 8 Date Data Arrived at EDR: 11/07/2014 Telephone: 303-312-6271 Date Made Active in Reports: 11/17/2014 Last EDR Contact: 10/27/2014 Number of Days to Update: 10 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Quarterly INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa, Kansas, and Nebraska Date of Government Version: 05/22/2014 Source: EPA Region 7 Date Data Arrived at EDR: 08/22/2014 Telephone: 913-551-7003 Date Made Active in Reports: 09/18/2014 Last EDR Contact: 10/27/2014 Number of Days to Update: 27 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in New Mexico and Oklahoma. Date of Government Version: 10/06/2014 Source: EPA Region 6 Date Data Arrived at EDR: 10/29/2014 Telephone: 214-665-6597 Date Made Active in Reports: 11/17/2014 Last EDR Contact: 10/27/2014 Number of Days to Update: 19 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies TC4185000.2s Page GR-5 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Florida, Mississippi and North Carolina. Date of Government Version: 07/30/2014 Source: EPA Region 4 Date Data Arrived at EDR: 08/12/2014 Telephone: 404-562-8677 Date Made Active in Reports: 08/22/2014 Last EDR Contact: 10/27/2014 Number of Days to Update: 10 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Semi-Annually INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Arizona, California, New Mexico and Nevada Date of Government Version: 03/01/2013 Source: Environmental Protection Agency Date Data Arrived at EDR: 03/01/2013 Telephone: 415-972-3372 Date Made Active in Reports: 04/12/2013 Last EDR Contact: 12/09/2014 Number of Days to Update: 42 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Quarterly INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho, Oregon and Washington. Date of Government Version: 05/20/2014 Source: EPA Region 10 Date Data Arrived at EDR: 06/10/2014 Telephone: 206-553-2857 Date Made Active in Reports: 08/22/2014 Last EDR Contact: 10/27/2014 Number of Days to Update: 73 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Quarterly INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land. Date of Government Version: 02/01/2013 Source: EPA Region 1 Date Data Arrived at EDR: 05/01/2013 Telephone: 617-918-1313 Date Made Active in Reports: 11/01/2013 Last EDR Contact: 10/31/2014 Number of Days to Update: 184 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies State and tribal registered storage tank lists UST 2: Underground Storage Tank Listing A listing of underground storage tank site locations that have unknown owner information. Date of Government Version: 10/28/2014 Source: Dept of Environmental Quality Date Data Arrived at EDR: 10/29/2014 Telephone: 517-335-7211 Date Made Active in Reports: 12/01/2014 Last EDR Contact: 10/20/2014 Number of Days to Update: 33 Next Scheduled EDR Contact: 02/02/2015 Data Release Frequency: Annually UST: Underground Storage Tank Facility List Registered Underground Storage Tanks. UST’s are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA) and must be registered with the state department responsible for administering the UST program. Available information varies by state program. Date of Government Version: 08/01/2014 Source: Dept of Environmental Quality Date Data Arrived at EDR: 08/19/2014 Telephone: 517-335-4035 Date Made Active in Reports: 09/03/2014 Last EDR Contact: 11/17/2014 Number of Days to Update: 15 Next Scheduled EDR Contact: 03/02/2015 Data Release Frequency: Annually AST: Aboveground Tanks Registered Aboveground Storage Tanks. TC4185000.2s Page GR-6 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/31/2014 Source: Dept of Environmental Quality Date Data Arrived at EDR: 10/31/2014 Telephone: 517-373-8168 Date Made Active in Reports: 12/01/2014 Last EDR Contact: 11/17/2014 Number of Days to Update: 31 Next Scheduled EDR Contact: 03/02/2015 Data Release Frequency: No Update Planned INDIAN UST R1: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 1 (Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont and ten Tribal Nations). Date of Government Version: 02/01/2013 Source: EPA, Region 1 Date Data Arrived at EDR: 05/01/2013 Telephone: 617-918-1313 Date Made Active in Reports: 01/27/2014 Last EDR Contact: 10/31/2014 Number of Days to Update: 271 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies INDIAN UST R7: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 7 (Iowa, Kansas, Missouri, Nebraska, and 9 Tribal Nations). Date of Government Version: 08/20/2014 Source: EPA Region 7 Date Data Arrived at EDR: 08/22/2014 Telephone: 913-551-7003 Date Made Active in Reports: 09/18/2014 Last EDR Contact: 10/27/2014 Number of Days to Update: 27 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies INDIAN UST R8: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations). Date of Government Version: 11/04/2014 Source: EPA Region 8 Date Data Arrived at EDR: 11/07/2014 Telephone: 303-312-6137 Date Made Active in Reports: 11/17/2014 Last EDR Contact: 10/27/2014 Number of Days to Update: 10 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Quarterly INDIAN UST R9: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 9 (Arizona, California, Hawaii, Nevada, the Pacific Islands, and Tribal Nations). Date of Government Version: 08/14/2014 Source: EPA Region 9 Date Data Arrived at EDR: 08/15/2014 Telephone: 415-972-3368 Date Made Active in Reports: 08/22/2014 Last EDR Contact: 10/27/2014 Number of Days to Update: 7 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Quarterly INDIAN UST R10: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 10 (Alaska, Idaho, Oregon, Washington, and Tribal Nations). Date of Government Version: 05/20/2014 Source: EPA Region 10 Date Data Arrived at EDR: 06/10/2014 Telephone: 206-553-2857 Date Made Active in Reports: 08/15/2014 Last EDR Contact: 10/27/2014 Number of Days to Update: 66 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Quarterly INDIAN UST R5: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 5 (Michigan, Minnesota and Wisconsin and Tribal Nations). TC4185000.2s Page GR-7 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 11/03/2014 Source: EPA Region 5 Date Data Arrived at EDR: 11/05/2014 Telephone: 312-886-6136 Date Made Active in Reports: 11/17/2014 Last EDR Contact: 10/27/2014 Number of Days to Update: 12 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies INDIAN UST R6: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 6 (Louisiana, Arkansas, Oklahoma, New Mexico, Texas and 65 Tribes). Date of Government Version: 10/06/2014 Source: EPA Region 6 Date Data Arrived at EDR: 10/29/2014 Telephone: 214-665-7591 Date Made Active in Reports: 11/06/2014 Last EDR Contact: 10/27/2014 Number of Days to Update: 8 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Semi-Annually INDIAN UST R4: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 4 (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, Tennessee and Tribal Nations) Date of Government Version: 07/30/2014 Source: EPA Region 4 Date Data Arrived at EDR: 08/12/2014 Telephone: 404-562-9424 Date Made Active in Reports: 08/22/2014 Last EDR Contact: 10/27/2014 Number of Days to Update: 10 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Semi-Annually FEMA UST: Underground Storage Tank Listing A listing of all FEMA owned underground storage tanks. Date of Government Version: 01/01/2010 Source: FEMA Date Data Arrived at EDR: 02/16/2010 Telephone: 202-646-5797 Date Made Active in Reports: 04/12/2010 Last EDR Contact: 01/12/2015 Number of Days to Update: 55 Next Scheduled EDR Contact: 04/27/2015 Data Release Frequency: Varies State and tribal institutional control / engineering control registries AUL: Engineering and Institutional Controls A listing of sites with institutional and/or engineering controls in place. Date of Government Version: 09/03/2014 Source: Dept of Environmental Quality Date Data Arrived at EDR: 09/03/2014 Telephone: 517-373-4828 Date Made Active in Reports: 10/17/2014 Last EDR Contact: 12/01/2014 Number of Days to Update: 44 Next Scheduled EDR Contact: 03/16/2015 Data Release Frequency: Varies State and tribal voluntary cleanup sites INDIAN VCP R1: Voluntary Cleanup Priority Listing A listing of voluntary cleanup priority sites located on Indian Land located in Region 1. Date of Government Version: 09/29/2014 Source: EPA, Region 1 Date Data Arrived at EDR: 10/01/2014 Telephone: 617-918-1102 Date Made Active in Reports: 11/06/2014 Last EDR Contact: 12/31/2014 Number of Days to Update: 36 Next Scheduled EDR Contact: 04/13/2015 Data Release Frequency: Varies INDIAN VCP R7: Voluntary Cleanup Priority Lisitng A listing of voluntary cleanup priority sites located on Indian Land located in Region 7. TC4185000.2s Page GR-8 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 03/20/2008 Source: EPA, Region 7 Date Data Arrived at EDR: 04/22/2008 Telephone: 913-551-7365 Date Made Active in Reports: 05/19/2008 Last EDR Contact: 04/20/2009 Number of Days to Update: 27 Next Scheduled EDR Contact: 07/20/2009 Data Release Frequency: Varies State and tribal Brownfields sites BROWNFIELDS: Brownfields and USTfield Site Database All state funded Part 201 and 213 sites, as well as LUST sites that have been redeveloped by private entities using the BEA process. Be aware that this is not a list of all of the potential brownfield sites in Michigan. Date of Government Version: 07/27/2012 Source: Dept of Environmental Quality Date Data Arrived at EDR: 07/31/2012 Telephone: 517-373-4805 Date Made Active in Reports: 09/20/2012 Last EDR Contact: 10/24/2014 Number of Days to Update: 51 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies BROWNFIELDS 2: Brownfields Building and Land Site Locations A listing of brownfield building and land site locations. The listing is a collaborative effort of Michigan Economic Development Corporation, Michigan Economic Developers Association, Detrot Edison, Detroit Area Commercial Board of Realtors Date of Government Version: 04/09/2007 Source: Economic Development Corporation Date Data Arrived at EDR: 04/10/2007 Telephone: 888-522-0103 Date Made Active in Reports: 05/01/2007 Last EDR Contact: 11/25/2014 Number of Days to Update: 21 Next Scheduled EDR Contact: 03/16/2015 Data Release Frequency: Varies ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS: A Listing of Brownfields Sites Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these properties takes development pressures off of undeveloped, open land, and both improves and protects the environment. Assessment, Cleanup and Redevelopment Exchange System (ACRES) stores information reported by EPA Brownfields grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on Targeted Brownfields Assessments performed by EPA Regions. A listing of ACRES Brownfield sites is obtained from Cleanups in My Community. Cleanups in My Community provides information on Brownfields properties for which information is reported back to EPA, as well as areas served by Brownfields grant programs. Date of Government Version: 09/22/2014 Source: Environmental Protection Agency Date Data Arrived at EDR: 09/23/2014 Telephone: 202-566-2777 Date Made Active in Reports: 10/20/2014 Last EDR Contact: 12/22/2014 Number of Days to Update: 27 Next Scheduled EDR Contact: 04/06/2015 Data Release Frequency: Semi-Annually Local Lists of Landfill / Solid Waste Disposal Sites DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside County and northern Imperial County, California. Date of Government Version: 01/12/2009 Source: EPA, Region 9 Date Data Arrived at EDR: 05/07/2009 Telephone: 415-947-4219 Date Made Active in Reports: 09/21/2009 Last EDR Contact: 10/24/2014 Number of Days to Update: 137 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: No Update Planned TC4185000.2s Page GR-9 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ODI: Open Dump Inventory An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 Subtitle D Criteria. Date of Government Version: 06/30/1985 Source: Environmental Protection Agency Date Data Arrived at EDR: 08/09/2004 Telephone: 800-424-9346 Date Made Active in Reports: 09/17/2004 Last EDR Contact: 06/09/2004 Number of Days to Update: 39 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned SWRCY: Recycling Facilities A listing of recycling center locations. Date of Government Version: 07/11/2014 Source: Dept of Environmental Quality Date Data Arrived at EDR: 07/11/2014 Telephone: 517-241-5719 Date Made Active in Reports: 08/11/2014 Last EDR Contact: 12/29/2014 Number of Days to Update: 31 Next Scheduled EDR Contact: 04/13/2015 Data Release Frequency: Varies HIST LF: Inactive Solid Waste Facilities The database contains historical information and is no longer updated. Date of Government Version: 03/01/1997 Source: Dept of Environmental Quality Date Data Arrived at EDR: 02/28/2003 Telephone: 517-335-4034 Date Made Active in Reports: 03/06/2003 Last EDR Contact: 02/28/2003 Number of Days to Update: 6 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned INDIAN ODI: Report on the Status of Open Dumps on Indian Lands Location of open dumps on Indian land. Date of Government Version: 12/31/1998 Source: Environmental Protection Agency Date Data Arrived at EDR: 12/03/2007 Telephone: 703-308-8245 Date Made Active in Reports: 01/24/2008 Last EDR Contact: 10/29/2014 Number of Days to Update: 52 Next Scheduled EDR Contact: 02/16/2015 Data Release Frequency: Varies Local Lists of Hazardous waste / Contaminated Sites US CDL: Clandestine Drug Labs A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments. Date of Government Version: 07/25/2014 Source: Drug Enforcement Administration Date Data Arrived at EDR: 09/09/2014 Telephone: 202-307-1000 Date Made Active in Reports: 10/20/2014 Last EDR Contact: 11/25/2014 Number of Days to Update: 41 Next Scheduled EDR Contact: 03/16/2015 Data Release Frequency: Quarterly INVENTORY: Inventory of Facilities TC4185000.2s Page GR-10 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING The Inventory of Facilities has three data sources: Facilities under Part 201, Environmental Remediation, of the Natural Resources and Environmental Protection Act, 1994 PA 451, as amended (NREPA) identified through state funded or private party response activities (Projects); Facilities under Part 213, Leaking Underground Storage Tanks of the NREPA; and Facilities identified through submittals of Baseline Environmental Assessments (BEA) submitted pursuant to Part 201 or Part 213 of the NREPA. The Part 201 Projects Inventory does not include all of the facilities that are subject to regulation under Part 201 because owners are not required to inform the Department of Environmental Quality (DEQ) about the facilities and can pursue cleanup independently. Facilities that are not known to DEQ are not on the Inventory, nor are locations with releases that resulted in low environmental impact. Part 213 facilities listed here may have more than one release; a list of releases for which corrective actions have been completed and list of releases for which corrective action has not been completed is located on the Leaking Underground Storage Tanks Site Search webpage. The DEQ may or may not have reviewed and concurred with the conclusion that the corrective actions described in a closure report meets criteria. A BEA is a document that new or prospective property owners/operations disclose to the DEQ identifying the property as a facility pursuant to Part 201 and Part 213. The Inventory of BEA Facilities overlaps in part with the Part 201 Projects facilities and Part 213 facilities. There may be more than one BEA for each facility. Date of Government Version: 10/27/2014 Source: Department of Environmental Quality Date Data Arrived at EDR: 10/28/2014 Telephone: 517-284-5136 Date Made Active in Reports: 12/01/2014 Last EDR Contact: 10/28/2014 Number of Days to Update: 34 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Quarterly PART 201: Part 201 Site List A Part 201 Listed site is a location that has been evaluated and scored by the DEQ using the Part 201 scoring model. The location is or includes a "facility" as defined by Part 201, where there has been a release of a hazardous substance(s) in excess of the Part 201 residential criteria, and/or where corrective actions have not been completed under Part 201 to meet the applicable cleanup criteria for unrestricted residential use. The Part 201 List does not include all of the sites of contamination that are subject to regulation under Part 201 because owners are not required to inform the DEQ about the sites and can pursue cleanup independently. Sites of environmental contamination that are not known to DEQ are not on the list, nor are sites with releases that resulted in low environmental impact. Date of Government Version: 10/01/2013 Source: Department of Environmental Quality Date Data Arrived at EDR: 10/03/2014 Telephone: 517-284-5103 Date Made Active in Reports: 10/03/2014 Last EDR Contact: 10/27/2014 Number of Days to Update: 0 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: No Update Planned DEL PART 201: Delisted List of Contaminated Sites A deleted site has been removed from the Part 201 List because information known to the DEQ at the time of the evaluation does not support inclusion on the Part 201 List. This designation is often applied to sites where changes in cleanup criteria resulted in a determination that the site no longer exceeds any applicable cleanup criterion. A delisted site has been removed from the Part 201 List because response actions have reduced the levels of contaminants to concentrations which meet or are below the criteria for unrestricted residential use. Date of Government Version: 08/01/2013 Source: Dept of Environmental Quality Date Data Arrived at EDR: 08/01/2013 Telephone: 517-373-9541 Date Made Active in Reports: 09/11/2013 Last EDR Contact: 10/27/2014 Number of Days to Update: 41 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies CDL: Clandestine Drug Lab Listing A listing of clandestine drug lab locations. Date of Government Version: 10/20/2008 Source: Department of Community Health Date Data Arrived at EDR: 11/18/2008 Telephone: 517-373-3740 Date Made Active in Reports: 11/21/2008 Last EDR Contact: 10/27/2014 Number of Days to Update: 3 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies TC4185000.2s Page GR-11 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING US HIST CDL: National Clandestine Laboratory Register A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments. Date of Government Version: 07/25/2014 Source: Drug Enforcement Administration Date Data Arrived at EDR: 09/09/2014 Telephone: 202-307-1000 Date Made Active in Reports: 10/20/2014 Last EDR Contact: 11/25/2014 Number of Days to Update: 41 Next Scheduled EDR Contact: 03/16/2015 Data Release Frequency: No Update Planned Local Land Records LIENS 2: CERCLA Lien Information A Federal CERCLA (’Superfund’) lien can exist by operation of law at any site or property at which EPA has spent Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. Date of Government Version: 02/18/2014 Source: Environmental Protection Agency Date Data Arrived at EDR: 03/18/2014 Telephone: 202-564-6023 Date Made Active in Reports: 04/24/2014 Last EDR Contact: 10/27/2014 Number of Days to Update: 37 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies LIENS: Lien List An Environmental Lien is a charge, security, or encumbrance upon title to a property to secure the payment of a cost, damage, debt, obligation, or duty arising out of response actions, cleanup, or other remediation of hazardous substances or petroleum products upon a property, including (but not limited to) liens imposed pursuant to CERCLA 42 USC * 9607(1) and similar state or local laws. In other words: a lien placed upon a property’s title due to an environmental condition Date of Government Version: 09/17/2014 Source: Dept of Environmental Quality Date Data Arrived at EDR: 10/22/2014 Telephone: 517-241-7603 Date Made Active in Reports: 11/26/2014 Last EDR Contact: 10/17/2014 Number of Days to Update: 35 Next Scheduled EDR Contact: 02/02/2015 Data Release Frequency: Varies Records of Emergency Release Reports HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version: 09/30/2014 Source: U.S. Department of Transportation Date Data Arrived at EDR: 10/01/2014 Telephone: 202-366-4555 Date Made Active in Reports: 11/06/2014 Last EDR Contact: 12/30/2014 Number of Days to Update: 36 Next Scheduled EDR Contact: 04/13/2015 Data Release Frequency: Annually PEAS: Pollution Emergency Alerting System Environmental pollution emergencies reported to the Department of Environmental Quality such as tanker accidents, pipeline breaks, and release of reportable quantities of hazardous substances. Date of Government Version: 09/16/2014 Source: Dept of Environmental Quality Date Data Arrived at EDR: 09/18/2014 Telephone: 517-373-8427 Date Made Active in Reports: 10/17/2014 Last EDR Contact: 12/05/2014 Number of Days to Update: 29 Next Scheduled EDR Contact: 03/23/2015 Data Release Frequency: Quarterly TC4185000.2s Page GR-12 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Other Ascertainable Records RCRA NonGen / NLR: RCRA - Non Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste. Date of Government Version: 06/10/2014 Source: Environmental Protection Agency Date Data Arrived at EDR: 07/02/2014 Telephone: 312-886-6186 Date Made Active in Reports: 09/18/2014 Last EDR Contact: 12/29/2014 Number of Days to Update: 78 Next Scheduled EDR Contact: 04/13/2015 Data Release Frequency: Varies DOT OPS: Incident and Accident Data Department of Transporation, Office of Pipeline Safety Incident and Accident data. Date of Government Version: 07/31/2012 Source: Department of Transporation, Office of Pipeline Safety Date Data Arrived at EDR: 08/07/2012 Telephone: 202-366-4595 Date Made Active in Reports: 09/18/2012 Last EDR Contact: 11/04/2014 Number of Days to Update: 42 Next Scheduled EDR Contact: 02/16/2015 Data Release Frequency: Varies DOD: Department of Defense Sites This data set consists of federally owned or administered lands, administered by the Department of Defense, that have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands. Date of Government Version: 12/31/2005 Source: USGS Date Data Arrived at EDR: 11/10/2006 Telephone: 888-275-8747 Date Made Active in Reports: 01/11/2007 Last EDR Contact: 01/15/2015 Number of Days to Update: 62 Next Scheduled EDR Contact: 04/27/2015 Data Release Frequency: Semi-Annually FUDS: Formerly Used Defense Sites The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions. Date of Government Version: 06/06/2014 Source: U.S. Army Corps of Engineers Date Data Arrived at EDR: 09/10/2014 Telephone: 202-528-4285 Date Made Active in Reports: 09/18/2014 Last EDR Contact: 12/12/2014 Number of Days to Update: 8 Next Scheduled EDR Contact: 03/23/2015 Data Release Frequency: Varies CONSENT: Superfund (CERCLA) Consent Decrees Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation matters. Date of Government Version: 12/31/2013 Source: Department of Justice, Consent Decree Library Date Data Arrived at EDR: 01/24/2014 Telephone: Varies Date Made Active in Reports: 02/24/2014 Last EDR Contact: 12/24/2014 Number of Days to Update: 31 Next Scheduled EDR Contact: 04/13/2015 Data Release Frequency: Varies ROD: Records Of Decision Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health information to aid in the cleanup. Date of Government Version: 11/25/2013 Source: EPA Date Data Arrived at EDR: 12/12/2013 Telephone: 703-416-0223 Date Made Active in Reports: 02/24/2014 Last EDR Contact: 12/12/2014 Number of Days to Update: 74 Next Scheduled EDR Contact: 03/23/2015 Data Release Frequency: Annually TC4185000.2s Page GR-13 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING UMTRA: Uranium Mill Tailings Sites Uranium ore was mined by private companies for federal government use in national defense programs. When the mills shut down, large piles of the sand-like material (mill tailings) remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized. Date of Government Version: 09/14/2010 Source: Department of Energy Date Data Arrived at EDR: 10/07/2011 Telephone: 505-845-0011 Date Made Active in Reports: 03/01/2012 Last EDR Contact: 11/26/2014 Number of Days to Update: 146 Next Scheduled EDR Contact: 03/09/2015 Data Release Frequency: Varies US MINES: Mines Master Index File Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes violation information. Date of Government Version: 08/05/2014 Source: Department of Labor, Mine Safety and Health Administration Date Data Arrived at EDR: 09/04/2014 Telephone: 303-231-5959 Date Made Active in Reports: 11/17/2014 Last EDR Contact: 12/30/2014 Number of Days to Update: 74 Next Scheduled EDR Contact: 03/16/2015 Data Release Frequency: Semi-Annually TRIS: Toxic Chemical Release Inventory System Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and land in reportable quantities under SARA Title III Section 313. Date of Government Version: 12/31/2011 Source: EPA Date Data Arrived at EDR: 07/31/2013 Telephone: 202-566-0250 Date Made Active in Reports: 09/13/2013 Last EDR Contact: 11/26/2014 Number of Days to Update: 44 Next Scheduled EDR Contact: 03/09/2015 Data Release Frequency: Annually TSCA: Toxic Substances Control Act Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site. Date of Government Version: 12/31/2006 Source: EPA Date Data Arrived at EDR: 09/29/2010 Telephone: 202-260-5521 Date Made Active in Reports: 12/02/2010 Last EDR Contact: 12/22/2014 Number of Days to Update: 64 Next Scheduled EDR Contact: 04/06/2015 Data Release Frequency: Every 4 Years FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 04/09/2009 Source: EPA/Office of Prevention, Pesticides and Toxic Substances Date Data Arrived at EDR: 04/16/2009 Telephone: 202-566-1667 Date Made Active in Reports: 05/11/2009 Last EDR Contact: 11/19/2014 Number of Days to Update: 25 Next Scheduled EDR Contact: 03/09/2015 Data Release Frequency: Quarterly FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements. Date of Government Version: 04/09/2009 Source: EPA Date Data Arrived at EDR: 04/16/2009 Telephone: 202-566-1667 Date Made Active in Reports: 05/11/2009 Last EDR Contact: 11/19/2014 Number of Days to Update: 25 Next Scheduled EDR Contact: 03/09/2015 Data Release Frequency: Quarterly TC4185000.2s Page GR-14 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Source: Environmental Protection Agency Date Data Arrived at EDR: 03/01/2007 Telephone: 202-564-2501 Date Made Active in Reports: 04/10/2007 Last EDR Contact: 12/17/2007 Number of Days to Update: 40 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Source: Environmental Protection Agency Date Data Arrived at EDR: 03/01/2007 Telephone: 202-564-2501 Date Made Active in Reports: 04/10/2007 Last EDR Contact: 12/17/2008 Number of Days to Update: 40 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned SSTS: Section 7 Tracking Systems Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March 1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices being produced, and those having been produced and sold or distributed in the past year. Date of Government Version: 12/31/2009 Source: EPA Date Data Arrived at EDR: 12/10/2010 Telephone: 202-564-4203 Date Made Active in Reports: 02/25/2011 Last EDR Contact: 10/27/2014 Number of Days to Update: 77 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Annually ICIS: Integrated Compliance Information System The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES) program. Date of Government Version: 07/31/2014 Source: Environmental Protection Agency Date Data Arrived at EDR: 10/29/2014 Telephone: 202-564-5088 Date Made Active in Reports: 11/06/2014 Last EDR Contact: 01/09/2015 Number of Days to Update: 8 Next Scheduled EDR Contact: 04/27/2015 Data Release Frequency: Quarterly PADS: PCB Activity Database System PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers of PCB’s who are required to notify the EPA of such activities. Date of Government Version: 07/01/2014 Source: EPA Date Data Arrived at EDR: 10/15/2014 Telephone: 202-566-0500 Date Made Active in Reports: 11/17/2014 Last EDR Contact: 01/16/2015 Number of Days to Update: 33 Next Scheduled EDR Contact: 04/27/2015 Data Release Frequency: Annually TC4185000.2s Page GR-15 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING MLTS: Material Licensing Tracking System MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 07/22/2013 Source: Nuclear Regulatory Commission Date Data Arrived at EDR: 08/02/2013 Telephone: 301-415-7169 Date Made Active in Reports: 11/01/2013 Last EDR Contact: 12/04/2014 Number of Days to Update: 91 Next Scheduled EDR Contact: 03/23/2015 Data Release Frequency: Quarterly RADINFO: Radiation Information Database The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S. Environmental Protection Agency (EPA) regulations for radiation and radioactivity. Date of Government Version: 10/07/2014 Source: Environmental Protection Agency Date Data Arrived at EDR: 10/08/2014 Telephone: 202-343-9775 Date Made Active in Reports: 10/20/2014 Last EDR Contact: 01/08/2015 Number of Days to Update: 12 Next Scheduled EDR Contact: 04/20/2015 Data Release Frequency: Quarterly FINDS: Facility Index System/Facility Registry System Facility Index System. FINDS contains both facility information and ’pointers’ to other sources that contain more detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System). Date of Government Version: 08/16/2014 Source: EPA Date Data Arrived at EDR: 09/10/2014 Telephone: (312) 353-2000 Date Made Active in Reports: 10/20/2014 Last EDR Contact: 12/09/2014 Number of Days to Update: 40 Next Scheduled EDR Contact: 03/23/2015 Data Release Frequency: Quarterly RAATS: RCRA Administrative Action Tracking System RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database. Date of Government Version: 04/17/1995 Source: EPA Date Data Arrived at EDR: 07/03/1995 Telephone: 202-564-4104 Date Made Active in Reports: 08/07/1995 Last EDR Contact: 06/02/2008 Number of Days to Update: 35 Next Scheduled EDR Contact: 09/01/2008 Data Release Frequency: No Update Planned RMP: Risk Management Plans TC4185000.2s Page GR-16 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program Rule (RMP Rule) was written to implement Section 112(r) of these amendments. The rule, which built upon existing industry codes and standards, requires companies of all sizes that use certain flammable and toxic substances to develop a Risk Management Program, which includes a(n): Hazard assessment that details the potential effects of an accidental release, an accident history of the last five years, and an evaluation of worst-case and alternative accidental releases; Prevention program that includes safety precautions and maintenance, monitoring, and employee training measures; and Emergency response program that spells out emergency health care, employee training measures and procedures for informing the public and response agencies (e.g the fire department) should an accident occur. Date of Government Version: 08/01/2014 Source: Environmental Protection Agency Date Data Arrived at EDR: 08/12/2014 Telephone: 202-564-8600 Date Made Active in Reports: 11/06/2014 Last EDR Contact: 10/27/2014 Number of Days to Update: 86 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies BRS: Biennial Reporting System The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG) and Treatment, Storage, and Disposal Facilities. Date of Government Version: 12/31/2011 Source: EPA/NTIS Date Data Arrived at EDR: 02/26/2013 Telephone: 800-424-9346 Date Made Active in Reports: 04/19/2013 Last EDR Contact: 11/26/2014 Number of Days to Update: 52 Next Scheduled EDR Contact: 03/09/2015 Data Release Frequency: Biennially UIC: Underground Injection Wells Database A listing of underground injection well locations. The UIC Program is responsible for regulating the construction, operation, permitting, and closure of injection wells that place fluids underground for storage or disposal. Date of Government Version: 10/29/2014 Source: Dept of Environmental Quality Date Data Arrived at EDR: 10/30/2014 Telephone: 517-241-1515 Date Made Active in Reports: 12/01/2014 Last EDR Contact: 10/27/2014 Number of Days to Update: 32 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies DRYCLEANERS: Drycleaning Establishments A listing of drycleaning facilities in Michigan. Date of Government Version: 07/24/2014 Source: Dept of Environmental Quality Date Data Arrived at EDR: 07/25/2014 Telephone: 517-335-4586 Date Made Active in Reports: 08/11/2014 Last EDR Contact: 10/20/2014 Number of Days to Update: 17 Next Scheduled EDR Contact: 02/02/2015 Data Release Frequency: Annually NPDES: List of Active NPDES Permits General information regarding NPDES (National Pollutant Discharge Elimination System) permits and NPDES Storm Water permits. Date of Government Version: 10/07/2014 Source: Dept of Environmental Quality Date Data Arrived at EDR: 10/08/2014 Telephone: 517-241-1300 Date Made Active in Reports: 10/17/2014 Last EDR Contact: 01/08/2015 Number of Days to Update: 9 Next Scheduled EDR Contact: 04/20/2015 Data Release Frequency: Varies AIRS: Permit and Emissions Inventory Data Permit and emissions inventory data. TC4185000.2s Page GR-17 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 09/26/2014 Source: Dept of Environmental Quality Date Data Arrived at EDR: 09/26/2014 Telephone: 517-373-7074 Date Made Active in Reports: 11/19/2014 Last EDR Contact: 12/18/2014 Number of Days to Update: 54 Next Scheduled EDR Contact: 04/06/2015 Data Release Frequency: Varies BEA: Baseline Environmental Assessment Database A BEA is a document that new or prospective property owners/operations disclose to the DEQ identifying the property as a facility pursuant to Part 201 and Part 213. The Inventory of BEA Facilities overlaps in part with the Part 201 Projects facilities and Part 213 facilities. There may be more than one BEA for each facility. Date of Government Version: 08/21/2013 Source: Dept of Environmental Quality Date Data Arrived at EDR: 08/23/2013 Telephone: 517-373-9541 Date Made Active in Reports: 09/12/2013 Last EDR Contact: 11/17/2014 Number of Days to Update: 20 Next Scheduled EDR Contact: 03/02/2015 Data Release Frequency: No Update Planned INDIAN RESERV: Indian Reservations This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres. Date of Government Version: 12/31/2005 Source: USGS Date Data Arrived at EDR: 12/08/2006 Telephone: 202-208-3710 Date Made Active in Reports: 01/11/2007 Last EDR Contact: 01/15/2015 Number of Days to Update: 34 Next Scheduled EDR Contact: 04/27/2015 Data Release Frequency: Semi-Annually SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing The State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Office of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established drycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas, Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin. Date of Government Version: 03/07/2011 Source: Environmental Protection Agency Date Data Arrived at EDR: 03/09/2011 Telephone: 615-532-8599 Date Made Active in Reports: 05/02/2011 Last EDR Contact: 11/18/2014 Number of Days to Update: 54 Next Scheduled EDR Contact: 02/02/2015 Data Release Frequency: Varies 2020 COR ACTION: 2020 Corrective Action Program List The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action Universe. This RCRA cleanup baseline includes facilities expected to need corrective action. The 2020 universe contains a wide variety of sites. Some properties are heavily contaminated while others were contaminated but have since been cleaned up. Still others have not been fully investigated yet, and may require little or no remediation. Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations. Date of Government Version: 11/11/2011 Source: Environmental Protection Agency Date Data Arrived at EDR: 05/18/2012 Telephone: 703-308-4044 Date Made Active in Reports: 05/25/2012 Last EDR Contact: 11/14/2014 Number of Days to Update: 7 Next Scheduled EDR Contact: 02/23/2015 Data Release Frequency: Varies LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Date of Government Version: 06/04/2014 Source: Environmental Protection Agency Date Data Arrived at EDR: 06/12/2014 Telephone: 703-603-8787 Date Made Active in Reports: 07/28/2014 Last EDR Contact: 01/05/2015 Number of Days to Update: 46 Next Scheduled EDR Contact: 04/20/2015 Data Release Frequency: Varies TC4185000.2s Page GR-18 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING LEAD SMELTER 2: Lead Smelter Sites A list of several hundred sites in the U.S. where secondary lead smelting was done from 1931and 1964. These sites may pose a threat to public health through ingestion or inhalation of contaminated soil or dust Date of Government Version: 04/05/2001 Source: American Journal of Public Health Date Data Arrived at EDR: 10/27/2010 Telephone: 703-305-6451 Date Made Active in Reports: 12/02/2010 Last EDR Contact: 12/02/2009 Number of Days to Update: 36 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned PRP: Potentially Responsible Parties A listing of verified Potentially Responsible Parties Date of Government Version: 10/25/2013 Source: EPA Date Data Arrived at EDR: 10/17/2014 Telephone: 202-564-6023 Date Made Active in Reports: 10/20/2014 Last EDR Contact: 12/29/2015 Number of Days to Update: 3 Next Scheduled EDR Contact: 04/13/2015 Data Release Frequency: Quarterly FEDLAND: Federal and Indian Lands Federally and Indian administrated lands of the United States. Lands included are administrated by: Army Corps of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land, Wilderness, Wilderness Study Area, Wildlife Management Area, Bureau of Indian Affairs, Bureau of Land Management, Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service. Date of Government Version: 12/31/2005 Source: U.S. Geological Survey Date Data Arrived at EDR: 02/06/2006 Telephone: 888-275-8747 Date Made Active in Reports: 01/11/2007 Last EDR Contact: 01/15/2015 Number of Days to Update: 339 Next Scheduled EDR Contact: 04/27/2015 Data Release Frequency: N/A Financial Assurance 1: Financial Assurance Information Listing Financial assurance information. Date of Government Version: 10/14/2014 Source: Dept of Environmental Quality Date Data Arrived at EDR: 10/22/2014 Telephone: 517-335-6610 Date Made Active in Reports: 11/26/2014 Last EDR Contact: 01/05/2015 Number of Days to Update: 35 Next Scheduled EDR Contact: 04/20/2015 Data Release Frequency: Varies Financial Assurance 2: Financial Assurance Information Listing A listing of financial assurance information for solid waste facilities. Financial assurance is intended to ensure that resources are available to pay for the cost of closure, post-closure care, and corrective measures if the owner or operator of a regulated facility is unable or unwilling to pay. Date of Government Version: 01/05/2011 Source: Dept of Environmental Quality Date Data Arrived at EDR: 01/07/2011 Telephone: 517-335-4034 Date Made Active in Reports: 02/14/2011 Last EDR Contact: 12/29/2014 Number of Days to Update: 38 Next Scheduled EDR Contact: 04/13/2015 Data Release Frequency: Varies US FIN ASSUR: Financial Assurance Information All owners and operators of facilities that treat, store, or dispose of hazardous waste are required to provide proof that they will have sufficient funds to pay for the clean up, closure, and post-closure care of their facilities. Date of Government Version: 09/04/2014 Source: Environmental Protection Agency Date Data Arrived at EDR: 09/04/2014 Telephone: 202-566-1917 Date Made Active in Reports: 10/20/2014 Last EDR Contact: 11/11/2014 Number of Days to Update: 46 Next Scheduled EDR Contact: 03/02/2015 Data Release Frequency: Quarterly TC4185000.2s Page GR-19 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING COAL ASH EPA: Coal Combustion Residues Surface Impoundments List A listing of coal combustion residues surface impoundments with high hazard potential ratings. Date of Government Version: 07/01/2014 Source: Environmental Protection Agency Date Data Arrived at EDR: 09/10/2014 Telephone: N/A Date Made Active in Reports: 10/20/2014 Last EDR Contact: 12/12/2014 Number of Days to Update: 40 Next Scheduled EDR Contact: 03/23/2015 Data Release Frequency: Varies COAL ASH DOE: Sleam-Electric Plan Operation Data A listing of power plants that store ash in surface ponds. Date of Government Version: 12/31/2005 Source: Department of Energy Date Data Arrived at EDR: 08/07/2009 Telephone: 202-586-8719 Date Made Active in Reports: 10/22/2009 Last EDR Contact: 01/15/2015 Number of Days to Update: 76 Next Scheduled EDR Contact: 04/27/2015 Data Release Frequency: Varies US AIRS (AFS): Aerometric Information Retrieval System Facility Subsystem (AFS) The database is a sub-system of Aerometric Information Retrieval System (AIRS). AFS contains compliance data on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies. This information comes from source reports by various stationary sources of air pollution, such as electric power plants, steel mills, factories, and universities, and provides information about the air pollutants they produce. Action, air program, air program pollutant, and general level plant data. It is used to track emissions and compliance data from industrial plants. Date of Government Version: 10/16/2014 Source: EPA Date Data Arrived at EDR: 10/31/2014 Telephone: 202-564-2496 Date Made Active in Reports: 11/17/2014 Last EDR Contact: 12/23/2014 Number of Days to Update: 17 Next Scheduled EDR Contact: 04/13/2015 Data Release Frequency: Annually US AIRS MINOR: Air Facility System Data A listing of minor source facilities. Date of Government Version: 10/16/2014 Source: EPA Date Data Arrived at EDR: 10/31/2014 Telephone: 202-564-2496 Date Made Active in Reports: 11/17/2014 Last EDR Contact: 12/23/2014 Number of Days to Update: 17 Next Scheduled EDR Contact: 04/13/2015 Data Release Frequency: Annually COAL ASH: Coal Ash Disposal Sites Coal fired power plants in Southeast Michigan that have coal ash handling on site. Date of Government Version: 10/15/2014 Source: Dept of Environmental Quality Date Data Arrived at EDR: 10/16/2014 Telephone: 586-753-3754 Date Made Active in Reports: 11/26/2014 Last EDR Contact: 01/05/2015 Number of Days to Update: 41 Next Scheduled EDR Contact: 04/20/2015 Data Release Frequency: Varies PCB TRANSFORMER: PCB Transformer Registration Database The database of PCB transformer registrations that includes all PCB registration submittals. Date of Government Version: 02/01/2011 Source: Environmental Protection Agency Date Data Arrived at EDR: 10/19/2011 Telephone: 202-566-0517 Date Made Active in Reports: 01/10/2012 Last EDR Contact: 10/31/2014 Number of Days to Update: 83 Next Scheduled EDR Contact: 02/09/2015 Data Release Frequency: Varies TC4185000.2s Page GR-20 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING EPA WATCH LIST: EPA WATCH LIST EPA maintains a "Watch List" to facilitate dialogue between EPA, state and local environmental agencies on enforcement matters relating to facilities with alleged violations identified as either significant or high priority. Being on the Watch List does not mean that the facility has actually violated the law only that an investigation by EPA or a state or local environmental agency has led those organizations to allege that an unproven violation has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged violations that were detected, but instead indicates cases requiring additional dialogue between EPA, state and local agencies - primarily because of the length of time the alleged violation has gone unaddressed or unresolved. Date of Government Version: 08/30/2013 Source: Environmental Protection Agency Date Data Arrived at EDR: 03/21/2014 Telephone: 617-520-3000 Date Made Active in Reports: 06/17/2014 Last EDR Contact: 11/14/2014 Number of Days to Update: 88 Next Scheduled EDR Contact: 02/23/2015 Data Release Frequency: Quarterly WDS: Waste Data System The Waste Data System (WDS) tracks activities at facilities regulated by the Solid Waste, Scrap Tire, Hazardous Waste, and Liquid Industrial Waste programs. Date of Government Version: 09/10/2014 Source: Dept of Environmental Quality Date Data Arrived at EDR: 09/11/2014 Telephone: 517-284-6562 Date Made Active in Reports: 10/17/2014 Last EDR Contact: 11/20/2014 Number of Days to Update: 36 Next Scheduled EDR Contact: 03/09/2015 Data Release Frequency: Quarterly EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP: EDR Proprietary Manufactured Gas Plants The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants) compiled by EDR’s researchers. Manufactured gas sites were used in the United States from the 1800’s to 1950’s to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production, such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds are potentially hazardous to human health and the environment. The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil and groundwater contamination. Date of Government Version: N/A Source: EDR, Inc. Date Data Arrived at EDR: N/A Telephone: N/A Date Made Active in Reports: N/A Last EDR Contact: N/A Number of Days to Update: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned EDR US Hist Auto Stat: EDR Exclusive Historic Gas Stations EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Source: EDR, Inc. Date Data Arrived at EDR: N/A Telephone: N/A Date Made Active in Reports: N/A Last EDR Contact: N/A Number of Days to Update: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies TC4185000.2s Page GR-21 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING EDR US Hist Cleaners: EDR Exclusive Historic Dry Cleaners EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include dry cleaning establishments. The categories reviewed included, but were not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry, wash & dry etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Source: EDR, Inc. Date Data Arrived at EDR: N/A Telephone: N/A Date Made Active in Reports: N/A Last EDR Contact: N/A Number of Days to Update: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA LUST: Recovered Government Archive Leaking Underground Storage Tank The EDR Recovered Government Archive Leaking Underground Storage Tank database provides a list of LUST incidents derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Environmental Quality in Michigan. Date of Government Version: N/A Source: Department of Environmental Quality Date Data Arrived at EDR: 07/01/2013 Telephone: N/A Date Made Active in Reports: 12/24/2013 Last EDR Contact: 06/01/2012 Number of Days to Update: 176 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies RGA LF: Recovered Government Archive Solid Waste Facilities List The EDR Recovered Government Archive Landfill database provides a list of landfills derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Environmental Quality in Michigan. Date of Government Version: N/A Source: Department of Environmental Quality Date Data Arrived at EDR: 07/01/2013 Telephone: N/A Date Made Active in Reports: 01/13/2014 Last EDR Contact: 06/01/2012 Number of Days to Update: 196 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies RGA PART 201: Recovered Government Archive State Hazardous Waste Facilities List The EDR Recovered Government Archive State Hazardous Waste database provides a list of SHWS incidents derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Environmental Quality in Michigan. Date of Government Version: N/A Source: Department of Environmental Quality Date Data Arrived at EDR: 07/01/2013 Telephone: N/A Date Made Active in Reports: 12/24/2013 Last EDR Contact: 06/01/2012 Number of Days to Update: 176 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies OTHER DATABASE(S) Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report. TC4185000.2s Page GR-22 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CT MANIFEST: Hazardous Waste Manifest Data Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a tsd facility. Date of Government Version: 07/30/2013 Source: Department of Energy & Environmental Protection Date Data Arrived at EDR: 08/19/2013 Telephone: 860-424-3375 Date Made Active in Reports: 10/03/2013 Last EDR Contact: 11/17/2014 Number of Days to Update: 45 Next Scheduled EDR Contact: 03/02/2015 Data Release Frequency: No Update Planned NJ MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2011 Source: Department of Environmental Protection Date Data Arrived at EDR: 07/19/2012 Telephone: N/A Date Made Active in Reports: 08/28/2012 Last EDR Contact: 01/12/2015 Number of Days to Update: 40 Next Scheduled EDR Contact: 04/27/2015 Data Release Frequency: Annually NY MANIFEST: Facility and Manifest Data Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. Date of Government Version: 11/01/2014 Source: Department of Environmental Conservation Date Data Arrived at EDR: 11/05/2014 Telephone: 518-402-8651 Date Made Active in Reports: 11/24/2014 Last EDR Contact: 11/05/2014 Number of Days to Update: 19 Next Scheduled EDR Contact: 02/16/2015 Data Release Frequency: Annually PA MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2013 Source: Department of Environmental Protection Date Data Arrived at EDR: 07/21/2014 Telephone: 717-783-8990 Date Made Active in Reports: 08/25/2014 Last EDR Contact: 10/20/2014 Number of Days to Update: 35 Next Scheduled EDR Contact: 02/02/2015 Data Release Frequency: Annually RI MANIFEST: Manifest information Hazardous waste manifest information Date of Government Version: 12/31/2013 Source: Department of Environmental Management Date Data Arrived at EDR: 07/15/2014 Telephone: 401-222-2797 Date Made Active in Reports: 08/13/2014 Last EDR Contact: 11/26/2014 Number of Days to Update: 29 Next Scheduled EDR Contact: 03/09/2015 Data Release Frequency: Annually WI MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2013 Source: Department of Natural Resources Date Data Arrived at EDR: 06/20/2014 Telephone: N/A Date Made Active in Reports: 08/07/2014 Last EDR Contact: 12/12/2014 Number of Days to Update: 48 Next Scheduled EDR Contact: 03/30/2015 Data Release Frequency: Annually Oil/Gas Pipelines: This data was obtained by EDR from the USGS in 1994. It is referred to by USGS as GeoData Digital Line Graphs from 1:100,000-Scale Maps. It was extracted from the transportation category including some oil, but primarily gas pipelines. Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers, and nursing homes - where individuals who are sensitive receptors are likely to be located. TC4185000.2s Page GR-23 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING AHA Hospitals: Source: American Hospital Association, Inc. Telephone: 312-280-5991 The database includes a listing of hospitals based on the American Hospital Association’s annual survey of hospitals. Medical Centers: Provider of Services Listing Source: Centers for Medicare & Medicaid Services Telephone: 410-786-3000 A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services, a federal agency within the U.S. Department of Health and Human Services. Nursing Homes Source: National Institutes of Health Telephone: 301-594-6248 Information on Medicare and Medicaid certified nursing homes in the United States. Public Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on elementary and secondary public education in the United States. It is a comprehensive, annual, national statistical database of all public elementary and secondary schools and school districts, which contains data that are comparable across all states. Private Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on private school locations in the United States. Daycare Centers: Day Care Centers, Group & Family Homes Source: Bureau of REgulatory Services Telephone: 517-373-8300 Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 2003 & 2011 from the Federal Emergency Management Agency (FEMA). Data depicts 100-year and 500-year flood zones as defined by FEMA. NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. State Wetlands Data: Wetlands Inventory Source: Department of Natural Resources Telephone: 517-241-2254 Scanned Digital USGS 7.5’ Topographic Map (DRG) Source: United States Geologic Survey A digital raster graphic (DRG) is a scanned image of a U.S. Geological Survey topographic map. The map images are made by scanning published paper maps on high-resolution scanners. The raster image is georeferenced and fit to the Universal Transverse Mercator (UTM) projection. STREET AND ADDRESS INFORMATION © 2010 Tele Atlas North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC4185000.2s Page GR-24 GEOCHECK ® - PHYSICAL SETTING SOURCE ADDENDUM TARGET PROPERTY ADDRESS FORMER GREAT LAKES DOWNS 4800 HARVEY ST MUSKEGON, MI 49444 TARGET PROPERTY COORDINATES Latitude (North): 43.1651 - 43˚ 9’ 54.36’’ Longitude (West): 86.2055 - 86˚ 12’ 19.80’’ Universal Tranverse Mercator: Zone 16 UTM X (Meters): 564586.7 UTM Y (Meters): 4779240.5 Elevation: 632 ft. above sea level USGS TOPOGRAPHIC MAP Target Property Map: 43086-B2 MUSKEGON EAST, MI Most Recent Revision: 1980 EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in forming an opinion about the impact of potential contaminant migration. Assessment of the impact of contaminant migration generally has two principal investigative components: 1. Groundwater flow direction, and 2. Groundwater flow velocity. Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the geologic strata. TC4185000.2s Page A-1 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY GROUNDWATER FLOW DIRECTION INFORMATION Groundwater flow direction for a particular site is best determined by a qualified environmental professional using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other sources of information, such as surface topographic information, hydrologic information, hydrogeologic data collected on nearby properties, and regional groundwater flow information (from deep aquifers). TOPOGRAPHIC INFORMATION Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted. TARGET PROPERTY TOPOGRAPHY General Topographic Gradient: General North SURROUNDING TOPOGRAPHY: ELEVATION PROFILES 634 633 632 632 632 631 631 631 631 630 630 626 625 625 621 620 619 618 618 Elevation (ft) North South TP 636 635 634 634 634 633 632 632 630 630 630 630 630 630 630 629 629 627 626 Elevation (ft) West East TP 0 1/2 1 Miles ✩Target Property Elevation: 632 ft. Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. TC4185000.2s Page A-2 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY HYDROLOGIC INFORMATION Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted. Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways and bodies of water). FEMA FLOOD ZONE FEMA Flood Target Property County Electronic Data MUSKEGON, MI YES - refer to the Overview Map and Detail Map Flood Plain Panel at Target Property: 2601650001A - FEMA Q3 Flood data Additional Panels in search area: 00000000000 - FEMA Q3 Flood data 2601650002A - FEMA Q3 Flood data NATIONAL WETLAND INVENTORY NWI Electronic NWI Quad at Target Property Data Coverage MUSKEGON EAST YES - refer to the Overview Map and Detail Map HYDROGEOLOGIC INFORMATION Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted. Site-Specific Hydrogeological Data*: Search Radius: 1.25 miles Status: Not found AQUIFLOW® Search Radius: 1.000 Mile. EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory authorities at select sites and has extracted the date of the report, groundwater flow direction as determined hydrogeologically, and the depth to water table. LOCATION GENERAL DIRECTION MAP ID FROM TP GROUNDWATER FLOW Not Reported * ©1996 Site−specific hydrogeological data gathered by CERCLIS Alerts, Inc., Bainbridge Island, WA. All rights reserved. All of the information and opinions presented are those of the cited EPA report(s), which were completed under a Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS) investigation. TC4185000.2s Page A-3 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY GROUNDWATER FLOW VELOCITY INFORMATION Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY Geologic information can be used by the environmental professional in forming an opinion about the relative speed at which contaminant migration may be occurring. ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Era: Paleozoic Category: Stratified Sequence System: Mississippian Series: Osagean and Kinderhookian Series Code: M1 (decoded above as Era, System & Series) Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994). TC4185000.2s Page A-4 2 1 5 4 3 5 3 2 1 3 6 0 1/16 1/8 1/4 Miles EDR Inc. GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. The following information is based on Soil Conservation Service SSURGO data. Soil Map ID: 1 Soil Component Name: Rubicon Soil Surface Texture: sand Hydrologic Group: Class A - High infiltration rates. Soils are deep, well drained to excessively drained sands and gravels. Soil Drainage Class: Excessively drained Hydric Status: Not hydric Corrosion Potential - Uncoated Steel: Low Depth to Bedrock Min: > 0 inches Depth to Watertable Min: > 0 inches Soil Layer Information Saturated Boundary Classification hydraulic Layer Upper Lower Soil Texture Class AASHTO Group Unified Soilconductivity Soil Reaction micro m/sec (pH) 1 0 inches 5 inches sand Granular COARSE-GRAINED Max: 141 Max: 6 Min: materials (35 SOILS, Sands, Min: 42 4.5 pct. or less Clean Sands, passing No. Poorly graded 200), Fine sand. Sand. COARSE-GRAINED SOILS, Sands, Sands with fines, Silty Sand. 2 5 inches 27 inches sand Granular COARSE-GRAINED Max: 141 Max: 6 Min: materials (35 SOILS, Sands, Min: 42 4.5 pct. or less Sands with fines, passing No. Silty Sand. 200), Silty, or Clayey Gravel and Sand. 3 27 inches 59 inches sand Granular COARSE-GRAINED Max: 141 Max: 6.5 materials (35 SOILS, Sands, Min: 42 Min: 5.1 pct. or less Clean Sands, passing No. Poorly graded 200), Fine sand. Sand. COARSE-GRAINED SOILS, Sands, Sands with fines, Silty Sand. TC4185000.2s Page A-6 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY Soil Map ID: 2 Soil Component Name: Grayling Soil Surface Texture: sand Hydrologic Group: Class A - High infiltration rates. Soils are deep, well drained to excessively drained sands and gravels. Soil Drainage Class: Excessively drained Hydric Status: Not hydric Corrosion Potential - Uncoated Steel: Low Depth to Bedrock Min: > 0 inches Depth to Watertable Min: > 0 inches Soil Layer Information Saturated Boundary Classification hydraulic Layer Upper Lower Soil Texture Class AASHTO Group Unified Soilconductivity Soil Reaction micro m/sec (pH) 1 0 inches 1 inches sand Granular COARSE-GRAINED Max: 141 Max: 6 Min: materials (35 SOILS, Sands, Min: 42 5.1 pct. or less Sands with fines, passing No. Silty Sand. 200), Silty, or Clayey Gravel and Sand. 2 1 inches 16 inches sand Granular COARSE-GRAINED Max: 141 Max: 6 Min: materials (35 SOILS, Sands, Min: 42 5.1 pct. or less Sands with fines, passing No. Silty Sand. 200), Silty, or Clayey Gravel and Sand. 3 16 inches 59 inches sand Granular COARSE-GRAINED Max: 141 Max: 6 Min: materials (35 SOILS, Sands, Min: 42 5.1 pct. or less Sands with fines, passing No. Silty Sand. 200), Silty, or Clayey Gravel and Sand. Soil Map ID: 3 Soil Component Name: Blown-out land Soil Surface Texture: Hydrologic Group: Class A - High infiltration rates. Soils are deep, well drained to excessively drained sands and gravels. Soil Drainage Class: TC4185000.2s Page A-7 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY Hydric Status: Unknown Corrosion Potential - Uncoated Steel: Not Reported Depth to Bedrock Min: > 0 inches Depth to Watertable Min: > 0 inches Soil Layer Information Saturated Boundary Classification hydraulic Layer Upper Lower Soil Texture Class AASHTO Group Unified Soilconductivity Soil Reaction micro m/sec (pH) 1 0 inches 59 inches Not reported Not reported Max: Max: Min: Min: Soil Map ID: 4 Soil Component Name: Croswell Soil Surface Texture: sand Hydrologic Group: Class A - High infiltration rates. Soils are deep, well drained to excessively drained sands and gravels. Soil Drainage Class: Moderately well drained Hydric Status: Partially hydric Corrosion Potential - Uncoated Steel: Low Depth to Bedrock Min: > 0 inches Depth to Watertable Min: > 31 inches Soil Layer Information Saturated Boundary Classification hydraulic Layer Upper Lower Soil Texture Class AASHTO Group Unified Soilconductivity Soil Reaction micro m/sec (pH) 1 0 inches 7 inches sand Granular COARSE-GRAINED Max: 141 Max: 7.3 materials (35 SOILS, Sands, Min: 42 Min: 5.6 pct. or less Sands with fines, passing No. Silty Sand. 200), Fine Sand. 2 7 inches 11 inches sand Granular COARSE-GRAINED Max: 141 Max: 6 Min: materials (35 SOILS, Sands, Min: 42 5.1 pct. or less Sands with fines, passing No. Silty Sand. 200), Silty, or Clayey Gravel and Sand. TC4185000.2s Page A-8 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY Soil Layer Information Saturated Boundary Classification hydraulic Layer Upper Lower Soil Texture Class AASHTO Group Unified Soilconductivity Soil Reaction micro m/sec (pH) 3 11 inches 24 inches sand Granular COARSE-GRAINED Max: 141 Max: 7.3 materials (35 SOILS, Sands, Min: 42 Min: 5.1 pct. or less Sands with fines, passing No. Silty Sand. 200), Fine Sand. 4 24 inches 42 inches sand Granular COARSE-GRAINED Max: 141 Max: 7.3 materials (35 SOILS, Sands, Min: 42 Min: 5.1 pct. or less Sands with fines, passing No. Silty Sand. 200), Fine Sand. 5 42 inches 59 inches sand Granular COARSE-GRAINED Max: 141 Max: 7.3 materials (35 SOILS, Sands, Min: 42 Min: 5.1 pct. or less Sands with fines, passing No. Silty Sand. 200), Fine Sand. Soil Map ID: 5 Soil Component Name: Au Gres Soil Surface Texture: sand Hydrologic Group: Class B - Moderate infiltration rates. Deep and moderately deep, moderately well and well drained soils with moderately coarse textures. Soil Drainage Class: Somewhat poorly drained Hydric Status: Partially hydric Corrosion Potential - Uncoated Steel: Low Depth to Bedrock Min: > 0 inches Depth to Watertable Min: > 31 inches TC4185000.2s Page A-9 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY Soil Layer Information Saturated Boundary Classification hydraulic Layer Upper Lower Soil Texture Class AASHTO Group Unified Soilconductivity Soil Reaction micro m/sec (pH) 1 0 inches 5 inches sand Granular COARSE-GRAINED Max: 141 Max: 6.6 materials (35 SOILS, Sands, Min: 42 Min: 4.5 pct. or less Sands with fines, passing No. Silty Sand. 200), Silty, or Clayey Gravel and Sand. 2 5 inches 11 inches sand Granular COARSE-GRAINED Max: 141 Max: 6.6 materials (35 SOILS, Sands, Min: 42 Min: 4.5 pct. or less Sands with fines, passing No. Silty Sand. 200), Silty, or Clayey Gravel and Sand. 3 11 inches 33 inches sand Granular COARSE-GRAINED Max: 141 Max: 6.6 materials (35 SOILS, Sands, Min: 42 Min: 4.5 pct. or less Sands with fines, passing No. Silty Sand. 200), Silty, or Clayey Gravel and Sand. 4 33 inches 59 inches sand Granular COARSE-GRAINED Max: 141 Max: 6.6 materials (35 SOILS, Sands, Min: 42 Min: 4.5 pct. or less Sands with fines, passing No. Silty Sand. 200), Silty, or Clayey Gravel and Sand. Soil Map ID: 6 Soil Component Name: Roscommon Soil Surface Texture: loamy sand Hydrologic Group: Class A/D - Drained/undrained hydrology class of soils that can be drained and are classified. Soil Drainage Class: Poorly drained Hydric Status: Partially hydric Corrosion Potential - Uncoated Steel: High Depth to Bedrock Min: > 0 inches Depth to Watertable Min: > 0 inches TC4185000.2s Page A-10 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY Soil Layer Information Saturated Boundary Classification hydraulic Layer Upper Lower Soil Texture Class AASHTO Group Unified Soilconductivity Soil Reaction micro m/sec (pH) 1 0 inches 5 inches loamy sand Granular COARSE-GRAINED Max: 141 Max: 6 Min: materials (35 SOILS, Sands, Min: 42 5.6 pct. or less Sands with fines, passing No. Silty Sand. 200), Silty, or Clayey Gravel and Sand. 2 5 inches 35 inches sand Granular COARSE-GRAINED Max: 141 Max: 6.5 materials (35 SOILS, Sands, Min: 42 Min: 5.6 pct. or less Sands with fines, passing No. Silty Sand. 200), Silty, or Clayey Gravel and Sand. 3 35 inches 59 inches sand Granular COARSE-GRAINED Max: 141 Max: 7.8 materials (35 SOILS, Sands, Min: 42 Min: 6.6 pct. or less Sands with fines, passing No. Silty Sand. 200), Silty, or Clayey Gravel and Sand. LOCAL / REGIONAL WATER AGENCY RECORDS EDR Local/Regional Water Agency records provide water well information to assist the environmental professional in assessing sources that may impact ground water flow direction, and in forming an opinion about the impact of contaminant migration on nearby drinking water wells. WELL SEARCH DISTANCE INFORMATION DATABASE SEARCH DISTANCE (miles) Federal USGS 1.000 Federal FRDS PWS Nearest PWS within 1 mile State Database 1.000 FEDERAL USGS WELL INFORMATION LOCATION MAP ID WELL ID FROM TP U76 USGS40000484932 1/2 - 1 Mile North V84 USGS40000484938 1/2 - 1 Mile North TC4185000.2s Page A-11 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY FEDERAL USGS WELL INFORMATION LOCATION MAP ID WELL ID FROM TP FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION MAP ID WELL ID FROM TP No PWS System Found Note: PWS System location is not always the same as well location. STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP 1 MI3000000187503 0 - 1/8 Mile SW A2 MI3000000187690 0 - 1/8 Mile North A3 MI3000000187751 1/8 - 1/4 Mile North B4 MI3000000187025 1/4 - 1/2 Mile SSW B5 MI3000000187021 1/4 - 1/2 Mile SW 6 MI3000000187030 1/4 - 1/2 Mile SW 7 MI3000000187846 1/4 - 1/2 Mile NE 8 MI3000000188046 1/4 - 1/2 Mile NNE 9 MI3000000187536 1/4 - 1/2 Mile East 10 MI3000000187464 1/2 - 1 Mile East 11 MI3000000188127 1/2 - 1 Mile NW C12 MI3000000187635 1/2 - 1 Mile West C13 MI3000000187644 1/2 - 1 Mile West 14 MI3000000187772 1/2 - 1 Mile ENE C15 MI3000000187650 1/2 - 1 Mile West 16 MI3000000187568 1/2 - 1 Mile East 17 MI3000000187354 1/2 - 1 Mile WSW 18 MI3000000187696 1/2 - 1 Mile East C19 MI3000000187669 1/2 - 1 Mile West C20 MI3000000187642 1/2 - 1 Mile West D21 MI3000000187717 1/2 - 1 Mile WNW E22 MI3000000188332 1/2 - 1 Mile NNW E23 MI3000000188394 1/2 - 1 Mile NNW 24 MI3000000187774 1/2 - 1 Mile ENE F25 MI3000000188014 1/2 - 1 Mile ENE D26 MI3000000187715 1/2 - 1 Mile West F27 MI3000000187987 1/2 - 1 Mile ENE G28 MI3000000187637 1/2 - 1 Mile West G29 MI3000000187592 1/2 - 1 Mile West H30 MI3000000187691 1/2 - 1 Mile East I31 MI3000000187994 1/2 - 1 Mile WNW 32 MI3000000188336 1/2 - 1 Mile NE 33 MI3000000188216 1/2 - 1 Mile NE 34 MI3000000187844 1/2 - 1 Mile ENE 35 MI3000000188695 1/2 - 1 Mile North I36 MI3000000187975 1/2 - 1 Mile WNW J37 MI3000000187447 1/2 - 1 Mile West TC4185000.2s Page A-12 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP J38 MI3000000187376 1/2 - 1 Mile West H39 MI3000000187706 1/2 - 1 Mile East 40 MI3000000187279 1/2 - 1 Mile ESE 41 MI3000000187798 1/2 - 1 Mile WNW K42 MI3000000186348 1/2 - 1 Mile SSE 43 MI3000000188021 1/2 - 1 Mile ENE L44 MI3000000188473 1/2 - 1 Mile NE M45 MI3000000188372 1/2 - 1 Mile NW 46 MI3000000187027 1/2 - 1 Mile WSW N47 MI3000000188521 1/2 - 1 Mile NW N48 MI3000000188559 1/2 - 1 Mile NNW M49 MI3000000188413 1/2 - 1 Mile NW O50 MI3000000188873 1/2 - 1 Mile North 51 MI3000000188904 1/2 - 1 Mile North 52 MI3000000188202 1/2 - 1 Mile NE K53 MI3000000186262 1/2 - 1 Mile SSE N54 MI3000000188518 1/2 - 1 Mile NW O55 MI3000000188944 1/2 - 1 Mile North L56 MI3000000188594 1/2 - 1 Mile NE 57 MI3000000188135 1/2 - 1 Mile ENE 58 MI3000000186135 1/2 - 1 Mile South P59 MI3000000188584 1/2 - 1 Mile NW Q60 MI3000000188483 1/2 - 1 Mile NW 61 MI3000000186247 1/2 - 1 Mile SSE Q62 MI3000000188422 1/2 - 1 Mile NW 63 MI3000000189026 1/2 - 1 Mile North Q64 MI3000000188480 1/2 - 1 Mile NW R65 MI3000000188380 1/2 - 1 Mile NW Q66 MI3000000188541 1/2 - 1 Mile NW S67 MI3000000188087 1/2 - 1 Mile ENE Q68 MI3000000188522 1/2 - 1 Mile NW P69 MI3000000188701 1/2 - 1 Mile NW Q70 MI3000000188524 1/2 - 1 Mile NW S71 MI3000000188000 1/2 - 1 Mile ENE T72 MI3000000188119 1/2 - 1 Mile WNW 73 MI3000000187857 1/2 - 1 Mile ENE Q74 MI3000000188552 1/2 - 1 Mile NW T75 MI3000000188112 1/2 - 1 Mile WNW U77 MI3000000189078 1/2 - 1 Mile North T78 MI3000000188182 1/2 - 1 Mile WNW R79 MI3000000188446 1/2 - 1 Mile NW V80 MI3000000189093 1/2 - 1 Mile North 81 MI3000000189115 1/2 - 1 Mile North 82 MI3000000188827 1/2 - 1 Mile NNE 83 MI3000000186263 1/2 - 1 Mile SE 85 MI3000000188527 1/2 - 1 Mile NW 86 MI3000000187608 1/2 - 1 Mile East 87 MI3000000186355 1/2 - 1 Mile SE 88 MI3000000189022 1/2 - 1 Mile NNW TC4185000.2s Page A-13 6 0 0 6 0 0 6 0 0 6 0 0 0 6 6 0 0 0 0 0 0 6 0 6 6 40 6 6 4 0 4 0 6 40 40 6 6 40 6 4 0 6 4 0 6 4 0 MI EDR Inc. GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 1 SW MI WELLS MI3000000187503 0 - 1/8 Mile Higher Wellid: 61000000683 Import id: 61091616012 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 16 Owner name: BOWMAN, TERRY Well addr: 4821 HARVY ST Well depth: 28 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 849 Const date: 1985-10-28 00:00:00.000 Case type: Steel-black Case dia: 2 Case depth: 28 Screen frm: 24 Screen to: 28 Swl: 7 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.1648746861 Longitude: -86.2059128079 Methd coll: Interpolation-Map Elevation: 630 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 630 Elev dif: 0 Elev miv: 630 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 21 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 21 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Water Bearing A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 TC4185000.2s Page A-15 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 21 Horiz Conduct: 50 Vert Conduct: 50 T2: 1050 D50plek: 38.265 A2 North MI WELLS MI3000000187690 0 - 1/8 Mile Lower Wellid: 61000000682 Import id: 61091616011 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 16 Owner name: UPCHURCH BUILDERS Well addr: 4721 HAVERY ST. Well depth: 28 Well type: Public Wssn: 0 Well num: Not Reported Driller id: 849 Const date: 1986-01-16 00:00:00.000 Case type: Steel-black Case dia: 2 TC4185000.2s Page A-16 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 28 Screen frm: 24 Screen to: 28 Swl: 8 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.1666818859 Longitude: -86.205732019 Methd coll: Interpolation-Map Elevation: 630 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 630 Elev dif: 0 Elev miv: 630 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 20 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 20 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Water Bearing A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-17 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 20 Horiz Conduct: 50 Vert Conduct: 50 T2: 1000 D50plek: 34.79775 A3 North MI WELLS MI3000000187751 1/8 - 1/4 Mile Lower Wellid: 61000000681 Import id: 61091616010 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 16 Owner name: JAUNESE, DARIEN Well addr: 4677 S. HARVEY Well depth: 28 Well type: Irrigation Wssn: 0 Well num: Not Reported Driller id: 246 Const date: 1987-06-17 00:00:00.000 Case type: Steel-black Case dia: 2 Case depth: 21 Screen frm: 20 Screen to: 28 Swl: 9 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.1674260408 Longitude: -86.2057382099 Methd coll: Interpolation-Map Elevation: 630 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 630 Elev dif: 0 Elev miv: 630 Aq code: Drift Well Aq flag: Not Reported Pct aq: 86 Pct aq d: 86 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-18 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 4 Pct na d: 4 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 19 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 19 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Medium A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 80 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 20 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 19 Horiz Conduct: 50 Vert Conduct: 50 T2: 950 D50plek: 31.49107 TC4185000.2s Page A-19 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number B4 SSW MI WELLS MI3000000187025 1/4 - 1/2 Mile Lower Wellid: 61000000752 Import id: 61091621010 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 21 Owner name: GLOMB, FRED Well addr: 1466 E. ELLIS Well depth: 35 Well type: Irrigation Wssn: 0 Well num: Not Reported Driller id: 246 Const date: 1976-06-28 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 30 Screen frm: 30 Screen to: 35 Swl: 3 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.16134783 Longitude: -86.2088656069 Methd coll: Interpolation-Map Elevation: 620 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 626 Elev dif: 6 Elev miv: 620 Aq code: Drift Well Aq flag: Not Reported Pct aq: 97 Pct aq d: 97 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 3 Pct na d: 3 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 32 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 32 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Coarse A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 95 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 5 TC4185000.2s Page A-20 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 32 Horiz Conduct: 71.875 Vert Conduct: 64 T2: 2300 D50plek: 122.61191 B5 SW MI WELLS MI3000000187021 1/4 - 1/2 Mile Lower Wellid: 61000000751 Import id: 61091621009 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 21 Owner name: GLOMB, FRED Well addr: 1466 E. ELLIS Well depth: 26 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 246 Const date: 1987-03-04 00:00:00.000 Case type: Steel-black Case dia: 2 TC4185000.2s Page A-21 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 21 Screen frm: 21 Screen to: 26 Swl: 4 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.1613263078 Longitude: -86.2090392717 Methd coll: Interpolation-Map Elevation: 628 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 630 Elev dif: 2 Elev miv: 628 Aq code: Drift Well Aq flag: Not Reported Pct aq: 85 Pct aq d: 85 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 4 Pct na d: 4 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 22 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 22 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Medium A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 80 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 20 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-22 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 22 Horiz Conduct: 72.72727 Vert Conduct: 64.70588 T2: 1600 D50plek: 59.74715 6 SW MI WELLS MI3000000187030 1/4 - 1/2 Mile Lower Wellid: 61000000753 Import id: 61091621011 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 21 Owner name: GLOMB, CHARLES Well addr: 1404 E. ELLIS ROAD Well depth: 27 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 246 Const date: 1984-07-31 00:00:00.000 Case type: Steel-black Case dia: 2 Case depth: 23 Screen frm: 23 Screen to: 27 Swl: 4 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.1613692204 Longitude: -86.2104777988 Methd coll: Interpolation-Map Elevation: 630 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 630 Elev dif: 0 Elev miv: 630 Aq code: Drift Well Aq flag: Not Reported Pct aq: 85 Pct aq d: 85 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-23 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 15 Pct na d: 15 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 23 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 23 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Medium A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 80 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 20 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 23 Horiz Conduct: 50 Vert Conduct: 50 T2: 1150 D50plek: 45.67971 TC4185000.2s Page A-24 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 7 NE MI WELLS MI3000000187846 1/4 - 1/2 Mile Lower Wellid: 61000000670 Import id: 61091615030 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: EL ROYAL MOTEL Well addr: 4620 AIRLINE RD Well depth: 53 Well type: Other Wssn: 0 Well num: Not Reported Driller id: 471 Const date: 1967-08-12 00:00:00.000 Case type: Unknown Case dia: 3 Case depth: 45 Screen frm: 45 Screen to: 53 Swl: 7 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1684839854 Longitude: -86.1998629778 Methd coll: Interpolation-Map Elevation: 631 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 630 Elev dif: 1 Elev miv: 631 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 46 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 46 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Wet/Moist A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 TC4185000.2s Page A-25 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 46 Horiz Conduct: 50 Vert Conduct: 50 T2: 2300 D50plek: 176.25462 8 NNE MI WELLS MI3000000188046 1/4 - 1/2 Mile Lower Wellid: 61000000664 Import id: 61091615024 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: TRIDONN CONST CO Well addr: Not Reported Well depth: 55 Well type: Other Wssn: 0 Well num: Not Reported Driller id: 471 Const date: 1975-10-16 00:00:00.000 Case type: Unknown Case dia: 4 TC4185000.2s Page A-26 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 47 Screen frm: 47 Screen to: 55 Swl: 13 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.170513386 Longitude: -86.2010412768 Methd coll: Interpolation-Map Elevation: 630 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 626 Elev dif: 4 Elev miv: 630 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 42 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 42 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Wet/Moist A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-27 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 42 Horiz Conduct: 50 Vert Conduct: 50 T2: 2100 D50plek: 147.6198 9 East MI WELLS MI3000000187536 1/4 - 1/2 Mile Higher Wellid: 61000000643 Import id: 61091615001 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: BECKLIN, RALPH (BUILDER) Well addr: 4794 S QUARTERLINE RD Well depth: 37 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 849 Const date: 1988-08-19 00:00:00.000 Case type: Steel-black Case dia: 2 Case depth: 32 Screen frm: 32 Screen to: 37 Swl: 11 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.1651264901 Longitude: -86.1959307047 Methd coll: Interpolation-Map Elevation: 633 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 630 Elev dif: 3 Elev miv: 633 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-28 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 26 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 26 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Water Bearing A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 26 Horiz Conduct: 50 Vert Conduct: 50 T2: 1300 D50plek: 57.99708 TC4185000.2s Page A-29 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 10 East MI WELLS MI3000000187464 1/2 - 1 Mile Higher Wellid: 61000006087 Import id: Not Reported County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: West Michigan Office Interiors Well addr: 4845 Airline Rd Well depth: 21 Well type: Irrigation Wssn: 0 Well num: Not Reported Driller id: 1563 Const date: 2001-07-05 11:12:35.000 Case type: PVC Plastic Case dia: 5 Case depth: 18 Screen frm: 18 Screen to: 21 Swl: 6 Test depth: 15 Test hours: 1 Test rate: 37 Test methd: Test Pump Grouted: 1 Pmp cpcity: 20 Latitude: 43.16450532 Longitude: -86.19454805 Methd coll: Address Matching-House Number Elevation: 636 Elev methd: Topographoc Map Interpolation Depth flag: Well_Depth < 25 feet or Well_Depth > 1000 feet Elev flag: Not Reported Swl flag: Not Reported Elev dem: 630 Elev dif: 6 Elev miv: 636 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 2.5 A thicknes: 15 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 15 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Not Reported A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 TC4185000.2s Page A-30 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 15 Horiz Conduct: 50 Vert Conduct: 50 T2: 750 D50plek: 19.87857 11 NW MI WELLS MI3000000188127 1/2 - 1 Mile Lower Wellid: 61000000687 Import id: 61091616016 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 16 Owner name: LALONE, FRANK Well addr: 4471 MARSHALL RD Well depth: 35 Well type: Irrigation Wssn: 0 Well num: Not Reported Driller id: 246 Const date: 1985-07-12 00:00:00.000 Case type: Steel-black Case dia: 2 TC4185000.2s Page A-31 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 35 Screen frm: 0 Screen to: 0 Swl: 17 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1713548621 Longitude: -86.2124040933 Methd coll: Interpolation-Map Elevation: 626 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 623 Elev dif: 3 Elev miv: 626 Aq code: Drift Well Aq flag: Not Reported Pct aq: 97 Pct aq d: 97 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 3 Pct na d: 3 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 0 A pct aq: 0 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 0 A pct aq2: 0 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: F A hit top: T A hit rock: F A sc lith1: Not Reported A sc lmod1: Not Reported A sc lmaq1: Not Reported A sc lpct1: 0 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 95 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 5 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-32 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: Not Reported Hit swl: Not Reported Athk2: 0 Horiz Conduct: 0 Vert Conduct: 0 T2: 0 D50plek: 0 C12 West MI WELLS MI3000000187635 1/2 - 1 Mile Lower Wellid: 61000008718 Import id: Not Reported County: Muskegon Township: Norton Town range: 09N 16W Section: 16 Owner name: Mark Douglas Well addr: 1161 Bellway Well depth: 50 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 1563 Const date: 2003-06-30 00:00:00.000 Case type: PVC Plastic Case dia: 5 Case depth: 44 Screen frm: 44 Screen to: 50 Swl: 13 Test depth: 28 Test hours: 1 Test rate: 37 Test methd: Test Pump Grouted: 1 Pmp cpcity: 20 Latitude: 43.16611 Longitude: -86.21655 Methd coll: GPS Code Meas. Std. Positioning Svc. SA Off Elevation: 0 Elev methd: DEM30M Depth flag: Not Reported Elev flag: Elevation < DEMmin or Elevation > DEMmax Swl flag: Not Reported Elev dem: 626 Elev dif: 626 Elev miv: 626 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-33 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 1.29999995231628 A thicknes: 37 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 37 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Medium A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: N Aq code 1: D Hit swl: T Athk2: 37 Horiz Conduct: 50 Vert Conduct: 50 T2: 1850 D50plek: 115.31383 TC4185000.2s Page A-34 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number C13 West MI WELLS MI3000000187644 1/2 - 1 Mile Lower Wellid: 61000000688 Import id: 61091616017 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 16 Owner name: DRIER, HERALD Well addr: 1136 BELLWAY RD Well depth: 29 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 246 Const date: 1969-11-06 00:00:00.000 Case type: Unknown Case dia: 1.25 Case depth: 0 Screen frm: 26 Screen to: 30 Swl: 12 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1661859132 Longitude: -86.2168405585 Methd coll: Interpolation-Map Elevation: 628 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 626 Elev dif: 2 Elev miv: 628 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 17 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 17 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Water Bearing A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 TC4185000.2s Page A-35 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: Not Reported Hit swl: Not Reported Athk2: 0 Horiz Conduct: 0 Vert Conduct: 0 T2: 0 D50plek: 0 14 ENE MI WELLS MI3000000187772 1/2 - 1 Mile Higher Wellid: 61000000654 Import id: 61091615013 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: VIDA, CHARLES Well addr: 2044 MONTE DR Well depth: 34 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 471 Const date: 1973-02-27 00:00:00.000 Case type: Unknown Case dia: 3 TC4185000.2s Page A-36 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 28 Screen frm: 28 Screen to: 34 Swl: 18 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1676753215 Longitude: -86.1942170265 Methd coll: Interpolation-Map Elevation: 633 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 630 Elev dif: 3 Elev miv: 633 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 16 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 16 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Coarse A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-37 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 16 Horiz Conduct: 100 Vert Conduct: 100 T2: 1600 D50plek: 43.45247 C15 West MI WELLS MI3000000187650 1/2 - 1 Mile Lower Wellid: 61000009106 Import id: Not Reported County: Muskegon Township: Norton Town range: 09N 16W Section: 16 Owner name: JEFF PARKS Well addr: 1123 BELLWAY Well depth: 40 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 2040 Const date: 2003-09-11 00:00:00.000 Case type: Steel Case dia: 4 Case depth: 35 Screen frm: 35 Screen to: 40 Swl: 16 Test depth: 30 Test hours: .5 Test rate: 25 Test methd: Air Grouted: 1 Pmp cpcity: 12 Latitude: 43.16623312 Longitude: -86.21741642 Methd coll: Address Matching-House Number Elevation: 0 Elev methd: DEM30M Depth flag: Not Reported Elev flag: Elevation < DEMmin or Elevation > DEMmax Swl flag: Not Reported Elev dem: 626 Elev dif: 626 Elev miv: 626 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-38 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 24 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 24 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Water Bearing A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: N Aq code 1: D Hit swl: T Athk2: 24 Horiz Conduct: 50 Vert Conduct: 50 T2: 1200 D50plek: 49.62645 TC4185000.2s Page A-39 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 16 East MI WELLS MI3000000187568 1/2 - 1 Mile Higher Wellid: 61000000661 Import id: 61091615021 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: CARRIER, SHERMAN Well addr: 2072 JENSON Well depth: 29 Well type: Irrigation Wssn: 0 Well num: Not Reported Driller id: 0 Const date: 1968-07-02 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 29 Screen frm: 23 Screen to: 29 Swl: 3 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.1654618107 Longitude: -86.1934631682 Methd coll: Interpolation-Map Elevation: 635 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 633 Elev dif: 2 Elev miv: 635 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 26 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 26 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Wet/Moist A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 TC4185000.2s Page A-40 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 26 Horiz Conduct: 50 Vert Conduct: 50 T2: 1300 D50plek: 57.99708 17 WSW MI WELLS MI3000000187354 1/2 - 1 Mile Lower Wellid: 61000008504 Import id: Not Reported County: Muskegon Township: Norton Town range: 09N 16W Section: 16 Owner name: MARY JOZA Well addr: 4912 GRAND Well depth: 36 Well type: Irrigation Wssn: 0 Well num: Not Reported Driller id: 2074 Const date: 2002-10-25 00:00:00.000 Case type: Steel-Galvanized Case dia: 4 TC4185000.2s Page A-41 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 26 Screen frm: 26 Screen to: 36 Swl: 12 Test depth: 15 Test hours: .5 Test rate: 10 Test methd: Plunger Grouted: 1 Pmp cpcity: 25 Latitude: 43.16337242 Longitude: -86.21733615 Methd coll: Address Matching-House Number Elevation: 633 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 626 Elev dif: 7 Elev miv: 633 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: .699999988079071 A thicknes: 24 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 24 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Coarse A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-42 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: N Aq code 1: D Hit swl: T Athk2: 24 Horiz Conduct: 100 Vert Conduct: 100 T2: 2400 D50plek: 95.74916 18 East MI WELLS MI3000000187696 1/2 - 1 Mile Higher Wellid: 61000000657 Import id: 61091615016 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: BAKHOLE, MATT Well addr: 2085 MARY ST Well depth: 34 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 246 Const date: 1972-04-14 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 21 Screen frm: 30 Screen to: 34 Swl: 10 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1667339228 Longitude: -86.1934359598 Methd coll: Interpolation-Map Elevation: 635 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 633 Elev dif: 2 Elev miv: 635 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-43 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 24 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 24 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Wet/Moist A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 24 Horiz Conduct: 50 Vert Conduct: 50 T2: 1200 D50plek: 49.62645 TC4185000.2s Page A-44 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number C19 West MI WELLS MI3000000187669 1/2 - 1 Mile Lower Wellid: 61000006878 Import id: Not Reported County: Muskegon Township: Norton Town range: 09N 17W Section: 16 Owner name: Betty Collins Well addr: 1109 Bellway Well depth: 35 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 1563 Const date: 2002-03-11 00:00:00.000 Case type: PVC Plastic Case dia: 5 Case depth: 30 Screen frm: 30 Screen to: 35 Swl: 13 Test depth: 21 Test hours: 1 Test rate: 37 Test methd: Test Pump Grouted: 1 Pmp cpcity: 12 Latitude: 43.16641232 Longitude: -86.21778585 Methd coll: Address Matching-House Number Elevation: 630 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 626 Elev dif: 4 Elev miv: 630 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 1.79999995231628 A thicknes: 22 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 22 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Medium To Coarse A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 TC4185000.2s Page A-45 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: N Loc match: Y Aq code 1: Not Reported Hit swl: Not Reported Athk2: 0 Horiz Conduct: 0 Vert Conduct: 0 T2: 0 D50plek: 0 C20 West MI WELLS MI3000000187642 1/2 - 1 Mile Lower Wellid: 61000000690 Import id: 61091616019 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 16 Owner name: LARABEE, W. Well addr: 1094 BELLWAY AVE Well depth: 26 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 115 Const date: 1979-07-03 00:00:00.000 Case type: Unknown Case dia: 2 TC4185000.2s Page A-46 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 22 Screen frm: 22 Screen to: 26 Swl: 10 Test depth: 10 Test hours: .5 Test rate: 30 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.166176214 Longitude: -86.2178614087 Methd coll: Interpolation-Map Elevation: 628 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 626 Elev dif: 2 Elev miv: 628 Aq code: Drift Well Aq flag: Not Reported Pct aq: 96 Pct aq d: 96 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 4 Pct na d: 4 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 16 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 16 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Water Bearing A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 95 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 5 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-47 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 16 Horiz Conduct: 50 Vert Conduct: 50 T2: 800 D50plek: 22.53865 D21 WNW MI WELLS MI3000000187717 1/2 - 1 Mile Lower Wellid: 61000000675 Import id: 61091616004 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 16 Owner name: BEARDSLEY, JAY Well addr: 1093 E. ESTHER ST Well depth: 31 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 246 Const date: 1972-07-06 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 21 Screen frm: 25 Screen to: 31 Swl: 10 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1670561731 Longitude: -86.2178067763 Methd coll: Interpolation-Map Elevation: 626 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 626 Elev dif: 0 Elev miv: 626 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-48 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 21 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 21 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Wet/Moist A sc lmaq1: AQ A sc lpct1: 83 A sc lith2: Sand A sc lmod2: Wet/Moist A sc lmaq2: AQ A sc lpct2: 17 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 21 Horiz Conduct: 50 Vert Conduct: 50 T2: 1050 D50plek: 38.265 TC4185000.2s Page A-49 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number E22 NNW MI WELLS MI3000000188332 1/2 - 1 Mile Lower Wellid: 61000000678 Import id: 61091616007 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 16 Owner name: BAKES, JAMES Well addr: 1318 CHERRY Well depth: 43 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 246 Const date: 1984-09-13 00:00:00.000 Case type: Steel-black Case dia: 2 Case depth: 38 Screen frm: 38 Screen to: 43 Swl: 25.8 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1732840202 Longitude: -86.2122459424 Methd coll: Interpolation-Map Elevation: 626 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 623 Elev dif: 3 Elev miv: 626 Aq code: Drift Well Aq flag: Not Reported Pct aq: 98 Pct aq d: 98 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 2 Pct na d: 2 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 17 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 17 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Wet/Moist A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 95 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 5 TC4185000.2s Page A-50 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 17 Horiz Conduct: 50 Vert Conduct: 50 T2: 850 D50plek: 25.36108 E23 NNW MI WELLS MI3000000188394 1/2 - 1 Mile Lower Wellid: 61000000679 Import id: 61091616008 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 16 Owner name: HABETLER, PAULA Well addr: 1351 CHERRY ST Well depth: 38 Well type: Irrigation Wssn: 0 Well num: Not Reported Driller id: 246 Const date: 1986-06-18 00:00:00.000 Case type: Steel-black Case dia: 2 TC4185000.2s Page A-51 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 30 Screen frm: 30 Screen to: 38 Swl: 21 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.1736816242 Longitude: -86.2112901919 Methd coll: Interpolation-Map Elevation: 626 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 623 Elev dif: 3 Elev miv: 626 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 17 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 17 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Medium To Coarse A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-52 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 17 Horiz Conduct: 100 Vert Conduct: 100 T2: 1700 D50plek: 48.8996 24 ENE MI WELLS MI3000000187774 1/2 - 1 Mile Higher Wellid: 61000000655 Import id: 61091615014 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: VIDA, STEVE Well addr: 2100 MONTE Well depth: 29 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 471 Const date: 1971-08-31 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 23 Screen frm: 23 Screen to: 29 Swl: 10 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1676900896 Longitude: -86.1926999903 Methd coll: Interpolation-Map Elevation: 633 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 633 Elev dif: 0 Elev miv: 633 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-53 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 19 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 19 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Wet/Moist A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 19 Horiz Conduct: 50 Vert Conduct: 50 T2: 950 D50plek: 31.49107 TC4185000.2s Page A-54 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number F25 ENE MI WELLS MI3000000188014 1/2 - 1 Mile Higher Wellid: 61000005286 Import id: Not Reported County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: ROGER WOOD Well addr: 4516 ORIOLE, Well depth: 36 Well type: Irrigation Wssn: 0 Well num: Not Reported Driller id: 2074 Const date: 2000-08-01 11:48:34.000 Case type: Steel-Galvanized Case dia: 4 Case depth: 26 Screen frm: 26 Screen to: 36 Swl: 11 Test depth: 20 Test hours: .5 Test rate: 30 Test methd: Plunger Grouted: 1 Pmp cpcity: 25 Latitude: 43.17024302 Longitude: -86.19385985 Methd coll: Address Matching-House Number Elevation: 614 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 630 Elev dif: 16 Elev miv: 614 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 1.5 A thicknes: 25 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 25 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Medium A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 TC4185000.2s Page A-55 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 25 Horiz Conduct: 50 Vert Conduct: 50 T2: 1250 D50plek: 53.73235 D26 West MI WELLS MI3000000187715 1/2 - 1 Mile Lower Wellid: 61000000674 Import id: 61091616003 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 16 Owner name: DEVRIES, HAROLD E. Well addr: 1057 ESTHERS ST Well depth: 60 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 471 Const date: 1966-10-18 00:00:00.000 Case type: Unknown Case dia: 2.5 TC4185000.2s Page A-56 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 60 Screen frm: 54 Screen to: 60 Swl: 38 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.167030374 Longitude: -86.2188365588 Methd coll: Interpolation-Map Elevation: 626 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 626 Elev dif: 0 Elev miv: 626 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 22 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 22 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Wet/Moist A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 100 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-57 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 22 Horiz Conduct: 50 Vert Conduct: 50 T2: 1100 D50plek: 41.89244 F27 ENE MI WELLS MI3000000187987 1/2 - 1 Mile Higher Wellid: 61000000653 Import id: 61091615012 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: LIEFER, WM Well addr: 4532 ORIOLE ST Well depth: 52 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 115 Const date: 1967-11-10 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 47 Screen frm: 47 Screen to: 52 Swl: 9.5 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.1699697002 Longitude: -86.1934497699 Methd coll: Interpolation-Map Elevation: 632 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 630 Elev dif: 2 Elev miv: 632 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-58 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 43 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 43 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Fine A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 43 Horiz Conduct: 58.13953 Vert Conduct: 37.3913 T2: 2500 D50plek: 178.32777 TC4185000.2s Page A-59 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number G28 West MI WELLS MI3000000187637 1/2 - 1 Mile Lower Wellid: 61000000689 Import id: 61091616018 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 16 Owner name: HAHN REAL ESTATE Well addr: 1038 BELLWAY ST Well depth: 33 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 849 Const date: 1989-01-11 00:00:00.000 Case type: Steel-black Case dia: 2 Case depth: 29 Screen frm: 29 Screen to: 33 Swl: 7 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.1661274972 Longitude: -86.2193581772 Methd coll: Interpolation-Map Elevation: 628 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 626 Elev dif: 2 Elev miv: 628 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 26 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 26 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Water Bearing A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 TC4185000.2s Page A-60 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 26 Horiz Conduct: 50 Vert Conduct: 50 T2: 1300 D50plek: 57.99708 G29 West MI WELLS MI3000000187592 1/2 - 1 Mile Lower Wellid: 61000008292 Import id: Not Reported County: Muskegon Township: Norton Town range: 09N 16W Section: 16 Owner name: MICHAEL BASTIAN Well addr: 1110 EAST BYRON ROAD Well depth: 37 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 115 Const date: 2002-12-20 00:00:00.000 Case type: Steel-black Case dia: 4 TC4185000.2s Page A-61 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 31 Screen frm: 31 Screen to: 37 Swl: 12 Test depth: 0 Test hours: .5 Test rate: 30 Test methd: Test Pump Grouted: 1 Pmp cpcity: 0 Latitude: 43.16570434 Longitude: -86.21946475 Methd coll: Interpolation-Map Elevation: 0 Elev methd: DEM30M Depth flag: Not Reported Elev flag: Elevation < DEMmin or Elevation > DEMmax Swl flag: Not Reported Elev dem: 626 Elev dif: 626 Elev miv: 626 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 25 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 25 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Medium A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-62 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: N Aq code 1: D Hit swl: T Athk2: 25 Horiz Conduct: 50 Vert Conduct: 50 T2: 1250 D50plek: 53.73235 H30 East MI WELLS MI3000000187691 1/2 - 1 Mile Higher Wellid: 61000000656 Import id: 61091615015 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: VANDERMOLEN, RICHARD Well addr: 2172 MARY Well depth: 26 Well type: Irrigation Wssn: 0 Well num: Not Reported Driller id: 134 Const date: 1968-07-14 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 20 Screen frm: 20 Screen to: 26 Swl: 11 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1666831206 Longitude: -86.1912852422 Methd coll: Interpolation-Map Elevation: 634 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 633 Elev dif: 1 Elev miv: 634 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-63 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 15 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 15 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Not Reported A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 15 Horiz Conduct: 50 Vert Conduct: 50 T2: 750 D50plek: 19.87857 TC4185000.2s Page A-64 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number I31 WNW MI WELLS MI3000000187994 1/2 - 1 Mile Lower Wellid: 61000000691 Import id: 61091616020 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 16 Owner name: Not Reported Well addr: 871 WILSON Well depth: 40 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 134 Const date: Not Reported Case type: Unknown Case dia: 2 Case depth: 34 Screen frm: 34 Screen to: 40 Swl: 17 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.1700491018 Longitude: -86.2184677634 Methd coll: Interpolation-Map Elevation: 626 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 626 Elev dif: 0 Elev miv: 626 Aq code: Drift Well Aq flag: Not Reported Pct aq: 68 Pct aq d: 68 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 23 A pct aq: 43 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 57 A thickns2: 23 A pct aq2: 43 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 57 A hit swl: T A hit top: F A hit rock: F A sc lith1: Lithology Unknown A sc lmod1: Coarse A sc lmaq1: NA A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 TC4185000.2s Page A-65 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 35 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 65 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: Not Reported Hit swl: Not Reported Athk2: 0 Horiz Conduct: 0 Vert Conduct: 0 T2: 0 D50plek: 0 32 NE MI WELLS MI3000000188336 1/2 - 1 Mile Lower Wellid: 61000000652 Import id: 61091615011 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: FRUITPORT TOWNSHIP Well addr: QUARTERLINE RD Well depth: 50 Well type: Public Wssn: 0 Well num: Not Reported Driller id: 246 Const date: 1968-05-28 00:00:00.000 Case type: Unknown Case dia: 2 TC4185000.2s Page A-66 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 50 Screen frm: 43 Screen to: 50 Swl: 14 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.1733385741 Longitude: -86.1960903578 Methd coll: Interpolation-Map Elevation: 630 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 626 Elev dif: 4 Elev miv: 630 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 36 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 36 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Wet/Moist A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-67 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 36 Horiz Conduct: 50 Vert Conduct: 50 T2: 1800 D50plek: 109.31948 33 NE MI WELLS MI3000000188216 1/2 - 1 Mile Lower Wellid: 61000000665 Import id: 61091615025 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: VOLLMER, STUART Well addr: 2045 EMENS RD Well depth: 25 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 0 Const date: 1969-05-07 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 10 Screen frm: 22 Screen to: 25 Swl: 10 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1722231155 Longitude: -86.1942390832 Methd coll: Interpolation-Map Elevation: 632 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 630 Elev dif: 2 Elev miv: 632 Aq code: Unknown Lithology Aq flag: Not Reported Pct aq: 0 Pct aq d: 0 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-68 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -3 D r type: Not Reported Spc cpcity: 0 A thicknes: 0 A pct aq: 0 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 0 A pct aq2: 0 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: F A hit top: T A hit rock: F A sc lith1: Not Reported A sc lmod1: Not Reported A sc lmaq1: Not Reported A sc lpct1: 0 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 0 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 100 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: Not Reported Hit swl: Not Reported Athk2: 0 Horiz Conduct: 0 Vert Conduct: 0 T2: 0 D50plek: 0 TC4185000.2s Page A-69 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 34 ENE MI WELLS MI3000000187844 1/2 - 1 Mile Higher Wellid: 61000000662 Import id: 61091615022 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: SMILEN CONSTRUCTION Well addr: 2169 E HILE RD. Well depth: 38 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 134 Const date: 1969-03-18 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 33 Screen frm: 33 Screen to: 38 Swl: 9 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1684686366 Longitude: -86.1912777052 Methd coll: Interpolation-Map Elevation: 633 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 630 Elev dif: 3 Elev miv: 633 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 29 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 29 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Not Reported A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 TC4185000.2s Page A-70 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 29 Horiz Conduct: 50 Vert Conduct: 50 T2: 1450 D50plek: 71.74133 35 North MI WELLS MI3000000188695 1/2 - 1 Mile Lower Wellid: 61000007761 Import id: Not Reported County: Muskegon Township: Fruitport Town range: 09N 15W Section: 10 Owner name: JACK COLES Well addr: 4119 TOWNER Well depth: 38 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 1904 Const date: 2002-01-28 00:00:00.000 Case type: Steel-black Case dia: 4 TC4185000.2s Page A-71 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 33 Screen frm: 33 Screen to: 38 Swl: 24 Test depth: 25 Test hours: 1 Test rate: 50 Test methd: Air Grouted: 1 Pmp cpcity: 10 Latitude: 43.17596005 Longitude: -86.20294822 Methd coll: Address Matching-House Number Elevation: 0 Elev methd: DEM30M Depth flag: Not Reported Elev flag: Elevation < DEMmin or Elevation > DEMmax Swl flag: Not Reported Elev dem: 623 Elev dif: 623 Elev miv: 623 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 14 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 14 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Coarse A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-72 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: N Loc match: Y Aq code 1: Not Reported Hit swl: Not Reported Athk2: 0 Horiz Conduct: 0 Vert Conduct: 0 T2: 0 D50plek: 0 I36 WNW MI WELLS MI3000000187975 1/2 - 1 Mile Lower Wellid: 61000005849 Import id: Not Reported County: Muskegon Township: Norton Town range: 09N 17W Section: 16 Owner name: MR RICHARD MARTIN Well addr: 811 WILSON RD Well depth: 43 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 1563 Const date: 2000-04-27 09:16:54.000 Case type: PVC Plastic Case dia: 5 Case depth: 39 Screen frm: 38 Screen to: 43 Swl: 20 Test depth: 0 Test hours: 1 Test rate: 37 Test methd: Test Pump Grouted: 1 Pmp cpcity: 12 Latitude: 43.16980652 Longitude: -86.21921461 Methd coll: Address Matching-House Number Elevation: 625 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 626 Elev dif: 1 Elev miv: 625 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-73 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 23 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 23 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Water Bearing A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: N Loc match: Y Aq code 1: Not Reported Hit swl: Not Reported Athk2: 0 Horiz Conduct: 0 Vert Conduct: 0 T2: 0 D50plek: 0 TC4185000.2s Page A-74 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number J37 West MI WELLS MI3000000187447 1/2 - 1 Mile Lower Wellid: 61000000685 Import id: 61091616014 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 16 Owner name: SENG, LEO Well addr: 4847 GRAND HAVEN RD Well depth: 34 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 11 Const date: 1970-03-07 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 30 Screen frm: 30 Screen to: 34 Swl: 14 Test depth: 18 Test hours: 1 Test rate: 12 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.16433121 Longitude: -86.2206785975 Methd coll: Interpolation-Map Elevation: 627 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 626 Elev dif: 1 Elev miv: 627 Aq code: Drift Well Aq flag: Not Reported Pct aq: 79 Pct aq d: 79 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 6 Pct cm d: 6 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 15 Pct na d: 15 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 20 A pct aq: 90 A pct maq: 0 A pct pcm: 0 A pct cm: 10 A pct na: 0 A thickns2: 20 A pct aq2: 90 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 10 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Wet/Moist A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 70 Pct maq 1: 0 Pct cm 1: 5 Pct pcm 1: 0 Pct na 1: 25 TC4185000.2s Page A-75 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 20 Horiz Conduct: 55.00001 Vert Conduct: .001 T2: 1100.0002 D50plek: 38.08404 J38 West MI WELLS MI3000000187376 1/2 - 1 Mile Lower Wellid: 61000000686 Import id: 61091616015 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 16 Owner name: POUST Well addr: 4901 GRAND Well depth: 25 Well type: Irrigation Wssn: 0 Well num: Not Reported Driller id: 1563 Const date: 1988-06-30 00:00:00.000 Case type: Steel-black Case dia: 2 TC4185000.2s Page A-76 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 20 Screen frm: 20 Screen to: 25 Swl: 10 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.1636175196 Longitude: -86.2207607728 Methd coll: Interpolation-Map Elevation: 627 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 626 Elev dif: 1 Elev miv: 627 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 15 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 15 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Wet/Moist A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-77 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 15 Horiz Conduct: 50 Vert Conduct: 50 T2: 750 D50plek: 19.87857 H39 East MI WELLS MI3000000187706 1/2 - 1 Mile Higher Wellid: 61000000644 Import id: 61091615002 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: POPE, GARY Well addr: 4700 WILFRED ST Well depth: 33 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 115 Const date: 1978-05-03 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 28 Screen frm: 28 Screen to: 33 Swl: 3 Test depth: 3 Test hours: .200000002980232 Test rate: 10 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1669182356 Longitude: -86.1902571203 Methd coll: Interpolation-Map Elevation: 634 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 633 Elev dif: 1 Elev miv: 634 Aq code: Drift Well Aq flag: Not Reported Pct aq: 97 Pct aq d: 97 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-78 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 3 Pct na d: 3 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 30 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 30 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Coarse A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 95 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 5 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 30 Horiz Conduct: 75 Vert Conduct: 66.66667 T2: 2250 D50plek: 112.57607 TC4185000.2s Page A-79 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 40 ESE MI WELLS MI3000000187279 1/2 - 1 Mile Higher Wellid: 61000000645 Import id: 61091615003 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: CUTLIP, ROGER Well addr: 4929 WILFRED RD Well depth: 28 Well type: Irrigation Wssn: 0 Well num: Not Reported Driller id: 246 Const date: 1988-06-24 00:00:00.000 Case type: Steel-black Case dia: 2 Case depth: 20 Screen frm: 20 Screen to: 28 Swl: 10 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1627886023 Longitude: -86.1903744847 Methd coll: Interpolation-Map Elevation: 633 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 633 Elev dif: 0 Elev miv: 633 Aq code: Drift Well Aq flag: Not Reported Pct aq: 96 Pct aq d: 96 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 4 Pct na d: 4 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 18 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 18 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Wet/Moist A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 95 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 5 TC4185000.2s Page A-80 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 18 Horiz Conduct: 77.77778 Vert Conduct: 69.23077 T2: 1400 D50plek: 43.07262 41 WNW MI WELLS MI3000000187798 1/2 - 1 Mile Lower Wellid: 61000000684 Import id: 61091616013 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 16 Owner name: BOGUE, HOWARD Well addr: 4649 GRAND HAVEN RD Well depth: 33 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 246 Const date: 1986-02-20 00:00:00.000 Case type: Steel-black Case dia: 2 TC4185000.2s Page A-81 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 26 Screen frm: 29 Screen to: 33 Swl: 10 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.1680440762 Longitude: -86.2206269047 Methd coll: Interpolation-Map Elevation: 626 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 623 Elev dif: 3 Elev miv: 626 Aq code: Drift Well Aq flag: Not Reported Pct aq: 97 Pct aq d: 97 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 3 Pct na d: 3 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 23 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 23 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Medium A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 95 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 5 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-82 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 23 Horiz Conduct: 60.86957 Vert Conduct: 56.09756 T2: 1400 D50plek: 55.03724 K42 SSE MI WELLS MI3000000186348 1/2 - 1 Mile Higher Wellid: 61000000754 Import id: 61091622001 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 22 Owner name: OGLE, DONNA Well addr: 1860 STERNBERG Well depth: 30 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 134 Const date: 1986-11-05 00:00:00.000 Case type: Steel-black Case dia: 2 Case depth: 26 Screen frm: 26 Screen to: 30 Swl: 2 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1545035282 Longitude: -86.1992769758 Methd coll: Interpolation-Map Elevation: 634 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 633 Elev dif: 1 Elev miv: 634 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-83 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 28 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 28 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Coarse A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 28 Horiz Conduct: 100 Vert Conduct: 100 T2: 2800 D50plek: 129.31007 TC4185000.2s Page A-84 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 43 ENE MI WELLS MI3000000188021 1/2 - 1 Mile Higher Wellid: 61000000646 Import id: 61091615004 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: JOHNSON, ROGER Well addr: 4520 S VIRGINIA Well depth: 32 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 134 Const date: 1973-09-24 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 27 Screen frm: 27 Screen to: 32 Swl: 9.5 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1702825077 Longitude: -86.1912986555 Methd coll: Interpolation-Map Elevation: 633 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 630 Elev dif: 3 Elev miv: 633 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 23 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 23 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Not Reported A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 TC4185000.2s Page A-85 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 23 Horiz Conduct: 50 Vert Conduct: 50 T2: 1150 D50plek: 45.67971 L44 NE MI WELLS MI3000000188473 1/2 - 1 Mile Lower Wellid: 61000000651 Import id: 61091615010 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: CALRSON, RICHARD Well addr: 4298 QUARTERLINE Well depth: 36 Well type: Irrigation Wssn: 0 Well num: Not Reported Driller id: 246 Const date: 1987-07-06 00:00:00.000 Case type: Steel-black Case dia: 2 TC4185000.2s Page A-86 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 28 Screen frm: 28 Screen to: 36 Swl: 14 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.17449683 Longitude: -86.1961150646 Methd coll: Interpolation-Map Elevation: 628 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 626 Elev dif: 2 Elev miv: 628 Aq code: Drift Well Aq flag: Not Reported Pct aq: 97 Pct aq d: 97 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 3 Pct na d: 3 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 22 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 22 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Medium A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 95 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 5 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-87 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 22 Horiz Conduct: 50 Vert Conduct: 50 T2: 1100 D50plek: 41.89244 M45 NW MI WELLS MI3000000188372 1/2 - 1 Mile Lower Wellid: 61000000694 Import id: 61091616023 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 16 Owner name: ZOLER, JEAN Well addr: 1137 VICK RD Well depth: 54 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 134 Const date: 1978-06-22 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 48 Screen frm: 48 Screen to: 54 Swl: 23 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1735337375 Longitude: -86.2165463168 Methd coll: Interpolation-Map Elevation: 627 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 623 Elev dif: 4 Elev miv: 627 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-88 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 31 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 31 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Coarse A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 31 Horiz Conduct: 59.67742 Vert Conduct: 55.35714 T2: 1850 D50plek: 96.61429 TC4185000.2s Page A-89 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 46 WSW MI WELLS MI3000000187027 1/2 - 1 Mile Lower Wellid: 61000000746 Import id: 61091621003 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 21 Owner name: ENGLE, MARTIN Well addr: 5029 GR HAVEN RD Well depth: 19 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 134 Const date: 1966-10-21 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 16 Screen frm: 16 Screen to: 19 Swl: 4 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.1613483749 Longitude: -86.2206472258 Methd coll: Interpolation-Map Elevation: 627 Elev methd: Topographoc Map Interpolation Depth flag: Well_Depth < 25 feet or Well_Depth > 1000 feet Elev flag: Not Reported Swl flag: Not Reported Elev dem: 626 Elev dif: 1 Elev miv: 627 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 15 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 15 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Not Reported A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 0 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 TC4185000.2s Page A-90 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 15 Horiz Conduct: 50 Vert Conduct: 50 T2: 750 D50plek: 19.87857 N47 NW MI WELLS MI3000000188521 1/2 - 1 Mile Lower Wellid: 61000005865 Import id: Not Reported County: Muskegon Township: Norton Town range: 09N 17W Section: 16 Owner name: DON LIUPAKKA Well addr: 4307 THOMPSON RD Well depth: 52 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 1987 Const date: 2000-06-05 12:19:41.000 Case type: PVC Plastic Case dia: 5 TC4185000.2s Page A-91 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 42 Screen frm: 42 Screen to: 52 Swl: 25 Test depth: 0 Test hours: 0 Test rate: 20 Test methd: Air Grouted: 1 Pmp cpcity: 12 Latitude: 43.17487548 Longitude: -86.21449997 Methd coll: Address Matching-House Number Elevation: 625 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 623 Elev dif: 2 Elev miv: 625 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 27 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 27 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Wet/Moist A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-92 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: N Loc match: Y Aq code 1: Not Reported Hit swl: Not Reported Athk2: 0 Horiz Conduct: 0 Vert Conduct: 0 T2: 0 D50plek: 0 N48 NNW MI WELLS MI3000000188559 1/2 - 1 Mile Lower Wellid: 61000009018 Import id: Not Reported County: Muskegon Township: Norton Town range: 09N 16W Section: 16 Owner name: BRADLEY TAYLOR Well addr: 1242 WEALTHY STREET Well depth: 63 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 2074 Const date: 2003-09-09 00:00:00.000 Case type: Steel-Galvanized Case dia: 4 Case depth: 53 Screen frm: 53 Screen to: 63 Swl: 33 Test depth: 35 Test hours: .5 Test rate: 12 Test methd: Plunger Grouted: 1 Pmp cpcity: 28 Latitude: 43.17513432 Longitude: -86.21397645 Methd coll: Address Matching-House Number Elevation: 600 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: ELEV_DIF > 20 feet -- Abs(Elevation feet DEM_Elevation) > 20 feet Swl flag: Not Reported Elev dem: 623 Elev dif: 23 Elev miv: 600 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-93 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: .300000011920929 A thicknes: 30 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 30 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Coarse A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 100 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: N Aq code 1: D Hit swl: T Athk2: 30 Horiz Conduct: 100 Vert Conduct: 100 T2: 3000 D50plek: 147.92695 TC4185000.2s Page A-94 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number M49 NW MI WELLS MI3000000188413 1/2 - 1 Mile Lower Wellid: 61000006875 Import id: Not Reported County: Muskegon Township: Norton Town range: 09N 17W Section: 16 Owner name: Mr. Rick Jacowski Well addr: 1142 Vick Rd Well depth: 50 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 1563 Const date: 2002-02-28 00:00:00.000 Case type: PVC Plastic Case dia: 5 Case depth: 45 Screen frm: 45 Screen to: 50 Swl: 28 Test depth: 34 Test hours: 1 Test rate: 30 Test methd: Test Pump Grouted: 1 Pmp cpcity: 12 Latitude: 43.17386 Longitude: -86.21643 Methd coll: Address Matching-House Number Elevation: 0 Elev methd: DEM30M Depth flag: Not Reported Elev flag: Elevation < DEMmin or Elevation > DEMmax Swl flag: Not Reported Elev dem: 623 Elev dif: 623 Elev miv: 623 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: .899999976158142 A thicknes: 22 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 22 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Medium A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 TC4185000.2s Page A-95 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: N Loc match: Y Aq code 1: Not Reported Hit swl: Not Reported Athk2: 0 Horiz Conduct: 0 Vert Conduct: 0 T2: 0 D50plek: 0 O50 North MI WELLS MI3000000188873 1/2 - 1 Mile Lower Wellid: 61000009682 Import id: Not Reported County: Muskegon Township: Fruitport Town range: 09N 16W Section: 10 Owner name: Dawn Goodman Well addr: 4095 Towner Well depth: 47 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 1563 Const date: 2004-04-24 00:00:00.000 Case type: PVC Plastic Case dia: 5 TC4185000.2s Page A-96 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 42 Screen frm: 42 Screen to: 47 Swl: 22 Test depth: 37 Test hours: 1 Test rate: 37 Test methd: Test Pump Grouted: 1 Pmp cpcity: 20 Latitude: 43.17695 Longitude: -86.20329 Methd coll: GPS Code Meas. Std. Positioning Svc. SA Off Elevation: 0 Elev methd: DEM30M Depth flag: Not Reported Elev flag: Elevation < DEMmin or Elevation > DEMmax Swl flag: Not Reported Elev dem: 620 Elev dif: 620 Elev miv: 620 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 1 A thicknes: 25 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 25 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Coarse A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-97 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 25 Horiz Conduct: 78 Vert Conduct: 69.44444 T2: 1950 D50plek: 81.90382 51 North MI WELLS MI3000000188904 1/2 - 1 Mile Lower Wellid: 61000000551 Import id: 61091609017 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 9 Owner name: DARIEN, JOHN (BUILDER) Well addr: 4146 SANDY BROOK Well depth: 50 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 849 Const date: 1977-11-07 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 46 Screen frm: 46 Screen to: 50 Swl: 30 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.1771508551 Longitude: -86.2063065578 Methd coll: Interpolation-Map Elevation: 620 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 613 Elev dif: 7 Elev miv: 620 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-98 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 20 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 20 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Water Bearing A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 20 Horiz Conduct: 50 Vert Conduct: 50 T2: 1000 D50plek: 34.79775 TC4185000.2s Page A-99 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 52 NE MI WELLS MI3000000188202 1/2 - 1 Mile Higher Wellid: 61000000658 Import id: 61091615018 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: VANDENHEUVEL, E.F. Well addr: 4420 KEENER RD Well depth: 44 Well type: Irrigation Wssn: 0 Well num: Not Reported Driller id: 0 Const date: 1982-05-15 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 36 Screen frm: 36 Screen to: 44 Swl: 27 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1720936437 Longitude: -86.1918828794 Methd coll: Interpolation-Map Elevation: 632 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 630 Elev dif: 2 Elev miv: 632 Aq code: Drift Well Aq flag: Not Reported Pct aq: 98 Pct aq d: 98 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 2 Pct na d: 2 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 17 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 17 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Coarse A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 95 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 5 TC4185000.2s Page A-100 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 17 Horiz Conduct: 100 Vert Conduct: 100 T2: 1700 D50plek: 48.8996 K53 SSE MI WELLS MI3000000186262 1/2 - 1 Mile Higher Wellid: 61000000755 Import id: 61091622002 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 22 Owner name: LARRY MCOMBER Well addr: 1861 STERNBERG RD Well depth: 28 Well type: Irrigation Wssn: 0 Well num: Not Reported Driller id: 246 Const date: 1988-08-01 00:00:00.000 Case type: Steel-black Case dia: 2 TC4185000.2s Page A-101 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 21 Screen frm: 20 Screen to: 28 Swl: 5 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1537583134 Longitude: -86.1992412952 Methd coll: Interpolation-Map Elevation: 634 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 630 Elev dif: 4 Elev miv: 634 Aq code: Drift Well Aq flag: Not Reported Pct aq: 96 Pct aq d: 96 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 4 Pct na d: 4 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 23 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 23 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Medium To Coarse A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 95 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 5 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-102 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 23 Horiz Conduct: 78.26087 Vert Conduct: 69.69697 T2: 1800 D50plek: 69.843 N54 NW MI WELLS MI3000000188518 1/2 - 1 Mile Lower Wellid: 61000008995 Import id: Not Reported County: Muskegon Township: Norton Town range: 09N 17W Section: 16 Owner name: MONIKE ROGERS Well addr: 1175 ENGLEWOOD Well depth: 49 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 2074 Const date: 2003-07-13 00:00:00.000 Case type: Steel-Galvanized Case dia: 4 Case depth: 44 Screen frm: 44 Screen to: 49 Swl: 30 Test depth: 35 Test hours: .5 Test rate: 11 Test methd: Plunger Grouted: 1 Pmp cpcity: 13 Latitude: 43.17485982 Longitude: -86.21586685 Methd coll: Address Matching-House Number Elevation: 604 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 623 Elev dif: 19 Elev miv: 604 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-103 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: .300000011920929 A thicknes: 19 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 19 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Coarse A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: N Loc match: Y Aq code 1: Not Reported Hit swl: Not Reported Athk2: 0 Horiz Conduct: 0 Vert Conduct: 0 T2: 0 D50plek: 0 TC4185000.2s Page A-104 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number O55 North MI WELLS MI3000000188944 1/2 - 1 Mile Lower Wellid: 61000000560 Import id: 61091610005 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 10 Owner name: ESTICK, RONALD Well addr: 4128 TOWNER RD Well depth: 42 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 246 Const date: 1971-11-30 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 31 Screen frm: 37 Screen to: 42 Swl: 23 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1774534572 Longitude: -86.2033529736 Methd coll: Interpolation-Map Elevation: 615 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 617 Elev dif: 2 Elev miv: 615 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 19 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 19 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Wet/Moist A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 TC4185000.2s Page A-105 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 19 Horiz Conduct: 50 Vert Conduct: 50 T2: 950 D50plek: 31.49107 L56 NE MI WELLS MI3000000188594 1/2 - 1 Mile Lower Wellid: 61000000650 Import id: 61091615009 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: FAITH TEMPLE Well addr: 4249 QUARTERLINE Well depth: 38 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 471 Const date: 1973-05-04 00:00:00.000 Case type: Unknown Case dia: 2 TC4185000.2s Page A-106 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 32 Screen frm: 32 Screen to: 38 Swl: 15 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1753599936 Longitude: -86.1957305748 Methd coll: Interpolation-Map Elevation: 626 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 623 Elev dif: 3 Elev miv: 626 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 23 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 23 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Wet/Moist A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-107 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 23 Horiz Conduct: 50 Vert Conduct: 50 T2: 1150 D50plek: 45.67971 57 ENE MI WELLS MI3000000188135 1/2 - 1 Mile Higher Wellid: 61000000647 Import id: 61091615005 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: MAYNARD, ARCHIE Well addr: 4460 S VIRGINIA Well depth: 45 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 115 Const date: 1968-11-07 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 40 Screen frm: 40 Screen to: 45 Swl: 13 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.1714707141 Longitude: -86.1907434652 Methd coll: Interpolation-Map Elevation: 633 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 630 Elev dif: 3 Elev miv: 633 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-108 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 32 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 32 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Fine A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 32 Horiz Conduct: 69.53125 Vert Conduct: 45.07042 T2: 2225 D50plek: 118.81474 TC4185000.2s Page A-109 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 58 South MI WELLS MI3000000186135 1/2 - 1 Mile Lower Wellid: 61000000765 Import id: 61091622012 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 22 Owner name: PAUL BROS. Well addr: 5488 HARVEY Well depth: 32 Well type: Irrigation Wssn: 0 Well num: Not Reported Driller id: 134 Const date: 1983-08-09 00:00:00.000 Case type: Steel-black Case dia: 4 Case depth: 22 Screen frm: 22 Screen to: 32 Swl: 3 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.1525390692 Longitude: -86.2053955913 Methd coll: Interpolation-Map Elevation: 631 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 630 Elev dif: 1 Elev miv: 631 Aq code: Drift Well Aq flag: Not Reported Pct aq: 9 Pct aq d: 9 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 29 A pct aq: 0 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 100 A thickns2: 29 A pct aq2: 0 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 100 A hit swl: T A hit top: F A hit rock: F A sc lith1: Lithology Unknown A sc lmod1: Coarse A sc lmaq1: NA A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 15 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 85 TC4185000.2s Page A-110 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: Not Reported Hit swl: Not Reported Athk2: 0 Horiz Conduct: 0 Vert Conduct: 0 T2: 0 D50plek: 0 P59 NW MI WELLS MI3000000188584 1/2 - 1 Mile Lower Wellid: 61000000676 Import id: 61091616005 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 16 Owner name: FERGUSON, GEORGE Well addr: 1163 ENGLEWOOD Well depth: 45 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 246 Const date: 1987-08-04 00:00:00.000 Case type: Steel-black Case dia: 2 TC4185000.2s Page A-111 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 35 Screen frm: 35 Screen to: 40 Swl: 28 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.175318525 Longitude: -86.216029046 Methd coll: Interpolation-Map Elevation: 625 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 623 Elev dif: 2 Elev miv: 625 Aq code: Drift Well Aq flag: Not Reported Pct aq: 89 Pct aq d: 89 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 12 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 12 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Medium A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 75 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 25 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-112 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 12 Horiz Conduct: 50 Vert Conduct: 50 T2: 600 D50plek: 12.87785 Q60 NW MI WELLS MI3000000188483 1/2 - 1 Mile Lower Wellid: 61000010063 Import id: Not Reported County: Muskegon Township: Norton Town range: 09N 16W Section: 16 Owner name: Tom Wagner Well addr: 1115 Englewood Well depth: 45 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 337 Const date: 2004-08-23 00:00:00.000 Case type: Steel-Galvanized Case dia: 4 Case depth: 40 Screen frm: 40 Screen to: 45 Swl: 30 Test depth: 0 Test hours: 1 Test rate: 50 Test methd: Plunger Grouted: 1 Pmp cpcity: 10 Latitude: 43.17459 Longitude: -86.21756 Methd coll: GPS Code Meas. Std. Positioning Svc. SA Off Elevation: 0 Elev methd: DEM30M Depth flag: Not Reported Elev flag: Elevation < DEMmin or Elevation > DEMmax Swl flag: Not Reported Elev dem: 623 Elev dif: 623 Elev miv: 623 Aq code: Drift Well Aq flag: Not Reported Pct aq: 98 Pct aq d: 98 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-113 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 2 Pct na d: 2 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 15 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 15 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Fine To Medium A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 95 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 5 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: N Aq code 1: D Hit swl: T Athk2: 15 Horiz Conduct: 25 Vert Conduct: 25 T2: 375 D50plek: 10.32679 TC4185000.2s Page A-114 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 61 SSE MI WELLS MI3000000186247 1/2 - 1 Mile Higher Wellid: 61000000756 Import id: 61091622003 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 22 Owner name: LEIGH, PHILIP Well addr: 1951 STERNBURG RD Well depth: 28 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 115 Const date: 1982-06-07 00:00:00.000 Case type: Steel-black Case dia: 1.25 Case depth: 23 Screen frm: 23 Screen to: 28 Swl: 4 Test depth: 4 Test hours: .5 Test rate: 30 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.1536387093 Longitude: -86.197013038 Methd coll: Interpolation-Map Elevation: 634 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 633 Elev dif: 1 Elev miv: 634 Aq code: Drift Well Aq flag: Not Reported Pct aq: 64 Pct aq d: 64 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 7 Pct cm d: 7 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 24 A pct aq: 67 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 33 A thickns2: 24 A pct aq2: 67 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 33 A hit swl: T A hit top: F A hit rock: F A sc lith1: Gravel A sc lmod1: Water Bearing A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 50 Pct maq 1: 0 Pct cm 1: 10 Pct pcm 1: 0 Pct na 1: 40 TC4185000.2s Page A-115 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: Not Reported Hit swl: Not Reported Athk2: 0 Horiz Conduct: 0 Vert Conduct: 0 T2: 0 D50plek: 0 Q62 NW MI WELLS MI3000000188422 1/2 - 1 Mile Lower Wellid: 61000008711 Import id: Not Reported County: Muskegon Township: Norton Town range: 09N 17W Section: 16 Owner name: BRETT JONES Well addr: 1062 VICK Well depth: 46 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 2040 Const date: 2003-06-12 00:00:00.000 Case type: Steel Case dia: 4 TC4185000.2s Page A-116 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 41 Screen frm: 40 Screen to: 46 Swl: 29 Test depth: 40 Test hours: .5 Test rate: 22 Test methd: Air Grouted: 1 Pmp cpcity: 0 Latitude: 43.1740344 Longitude: -86.21851805 Methd coll: Interpolation-Map Elevation: 0 Elev methd: DEM30M Depth flag: Not Reported Elev flag: Elevation < DEMmin or Elevation > DEMmax Swl flag: Not Reported Elev dem: 623 Elev dif: 623 Elev miv: 623 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 17 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 17 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Fine A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-117 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: N Loc match: Y Aq code 1: Not Reported Hit swl: Not Reported Athk2: 0 Horiz Conduct: 0 Vert Conduct: 0 T2: 0 D50plek: 0 63 North MI WELLS MI3000000189026 1/2 - 1 Mile Lower Wellid: 61000000543 Import id: 61091609009 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 9 Owner name: BAKER, GARY Well addr: 4090 EASTLAKE RD Well depth: 40 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 0 Const date: 1980-06-28 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 30 Screen frm: 30 Screen to: 40 Swl: 18 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1781542927 Longitude: -86.2066417376 Methd coll: Interpolation-Map Elevation: 600 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 620 Elev dif: 20 Elev miv: 600 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-118 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 22 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 22 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand & Gravel A sc lmod1: Medium A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 22 Horiz Conduct: 50 Vert Conduct: 50 T2: 1100 D50plek: 41.89244 TC4185000.2s Page A-119 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number Q64 NW MI WELLS MI3000000188480 1/2 - 1 Mile Lower Wellid: 61000005914 Import id: Not Reported County: Muskegon Township: Norton Town range: 09N 17W Section: 16 Owner name: MR. ROBERT CROWDER Well addr: 1103 ENGLEWOOD Well depth: 45 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 1563 Const date: 2000-04-27 12:56:12.000 Case type: PVC Plastic Case dia: 5 Case depth: 41 Screen frm: 41 Screen to: 45 Swl: 31 Test depth: 37 Test hours: 1 Test rate: 375 Test methd: Test Pump Grouted: 1 Pmp cpcity: 12 Latitude: 43.17457007 Longitude: -86.21784265 Methd coll: Address Matching-House Number Elevation: 628 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 623 Elev dif: 5 Elev miv: 628 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 10.1000003814697 A thicknes: 14 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 14 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Water Bearing A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 TC4185000.2s Page A-120 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: N Loc match: Y Aq code 1: Not Reported Hit swl: Not Reported Athk2: 0 Horiz Conduct: 0 Vert Conduct: 0 T2: 0 D50plek: 0 R65 NW MI WELLS MI3000000188380 1/2 - 1 Mile Lower Wellid: 61000000693 Import id: 61091616022 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 16 Owner name: HART, B.F. Well addr: 1041 VICK RD Well depth: 45 Well type: Irrigation Wssn: 0 Well num: Not Reported Driller id: 337 Const date: 1973-08-01 00:00:00.000 Case type: Unknown Case dia: 4 TC4185000.2s Page A-121 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 40 Screen frm: 40 Screen to: 45 Swl: 26 Test depth: 28 Test hours: 2 Test rate: 30 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1736031421 Longitude: -86.2190939449 Methd coll: Interpolation-Map Elevation: 627 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 623 Elev dif: 4 Elev miv: 627 Aq code: Drift Well Aq flag: Not Reported Pct aq: 98 Pct aq d: 98 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 2 Pct na d: 2 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 19 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 19 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Not Reported A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 95 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 5 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-122 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 19 Horiz Conduct: 50 Vert Conduct: 50 T2: 950 D50plek: 31.49107 Q66 NW MI WELLS MI3000000188541 1/2 - 1 Mile Lower Wellid: 61000006703 Import id: Not Reported County: Muskegon Township: Norton Town range: 09N 17W Section: 16 Owner name: Mr. Dan Hoffman Well addr: 1104 Englewood Drive Well depth: 45 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 1563 Const date: 2002-01-04 00:00:00.000 Case type: PVC Plastic Case dia: 5 Case depth: 41 Screen frm: 41 Screen to: 45 Swl: 31 Test depth: 39 Test hours: .5 Test rate: 37 Test methd: Plunger Grouted: 1 Pmp cpcity: 12 Latitude: 43.17503 Longitude: -86.21755 Methd coll: Address Matching-House Number Elevation: 0 Elev methd: DEM30M Depth flag: Not Reported Elev flag: Elevation < DEMmin or Elevation > DEMmax Swl flag: Not Reported Elev dem: 623 Elev dif: 623 Elev miv: 623 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-123 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: .899999976158142 A thicknes: 14 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 14 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Coarse A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: N Loc match: Y Aq code 1: Not Reported Hit swl: Not Reported Athk2: 0 Horiz Conduct: 0 Vert Conduct: 0 T2: 0 D50plek: 0 TC4185000.2s Page A-124 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number S67 ENE MI WELLS MI3000000188087 1/2 - 1 Mile Higher Wellid: 61000000668 Import id: 61091615028 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: KAUB. DICK Well addr: 4483 S BREWER Well depth: 35 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 240 Const date: 1969-04-25 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 31 Screen frm: 31 Screen to: 36 Swl: 9 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.1708175023 Longitude: -86.1890361074 Methd coll: Interpolation-Map Elevation: 634 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 633 Elev dif: 1 Elev miv: 634 Aq code: Drift Well Aq flag: Not Reported Pct aq: 89 Pct aq d: 89 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 3 Pct na d: 3 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 26 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 26 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Fine To Medium A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 80 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 20 TC4185000.2s Page A-125 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: Not Reported Hit swl: Not Reported Athk2: 0 Horiz Conduct: 0 Vert Conduct: 0 T2: 0 D50plek: 0 Q68 NW MI WELLS MI3000000188522 1/2 - 1 Mile Lower Wellid: 61000005838 Import id: Not Reported County: Muskegon Township: Norton Town range: 09N 17W Section: 16 Owner name: EDNA SWANSON Well addr: 1091 ENGLEWOOD Well depth: 51 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 2074 Const date: 2001-02-15 09:52:46.000 Case type: Steel-Galvanized Case dia: 2 TC4185000.2s Page A-126 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 46 Screen frm: 46 Screen to: 51 Swl: 32 Test depth: 38 Test hours: .5 Test rate: 7 Test methd: Plunger Grouted: 1 Pmp cpcity: 7 Latitude: 43.17488412 Longitude: -86.21795215 Methd coll: Address Matching-House Number Elevation: 604 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 623 Elev dif: 19 Elev miv: 604 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: .200000002980232 A thicknes: 19 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 19 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Medium A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-127 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: N Loc match: Y Aq code 1: Not Reported Hit swl: Not Reported Athk2: 0 Horiz Conduct: 0 Vert Conduct: 0 T2: 0 D50plek: 0 P69 NW MI WELLS MI3000000188701 1/2 - 1 Mile Lower Wellid: 61000000672 Import id: 61091616001 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 16 Owner name: THROW, SAM W. Well addr: 1148 AIRPORT RD Well depth: 54 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 246 Const date: 1973-02-22 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 42 Screen frm: 48 Screen to: 54 Swl: 35 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.175992133 Longitude: -86.2162272915 Methd coll: Interpolation-Map Elevation: 625 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 620 Elev dif: 5 Elev miv: 625 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-128 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 19 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 19 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Wet/Moist A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 19 Horiz Conduct: 50 Vert Conduct: 50 T2: 950 D50plek: 31.49107 TC4185000.2s Page A-129 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number Q70 NW MI WELLS MI3000000188524 1/2 - 1 Mile Lower Wellid: 61000008615 Import id: Not Reported County: Muskegon Township: Norton Town range: 09N 16W Section: 16 Owner name: Steve Lillie Well addr: 1083 Englewood Well depth: 54 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 337 Const date: 2003-06-19 00:00:00.000 Case type: Steel-Galvanized Case dia: 4 Case depth: 49 Screen frm: 49 Screen to: 54 Swl: 31 Test depth: 31 Test hours: 1 Test rate: 30 Test methd: Plunger Grouted: 1 Pmp cpcity: 18 Latitude: 43.17488642 Longitude: -86.21815065 Methd coll: Address Matching-House Number Elevation: 604 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 623 Elev dif: 19 Elev miv: 604 Aq code: Drift Well Aq flag: Not Reported Pct aq: 98 Pct aq d: 98 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 2 Pct na d: 2 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 1 A thicknes: 23 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 23 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Medium A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 95 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 5 TC4185000.2s Page A-130 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: N Aq code 1: D Hit swl: T Athk2: 23 Horiz Conduct: 50 Vert Conduct: 50 T2: 1150 D50plek: 45.67971 S71 ENE MI WELLS MI3000000188000 1/2 - 1 Mile Higher Wellid: 61000000669 Import id: 61091615029 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: DARIEN, JOHN Well addr: 4530 BREWER ST Well depth: 30 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 849 Const date: 1973-11-12 00:00:00.000 Case type: Unknown Case dia: 2 TC4185000.2s Page A-131 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 24 Screen frm: 24 Screen to: 30 Swl: 6 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.1700808258 Longitude: -86.1882790533 Methd coll: Interpolation-Map Elevation: 634 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 633 Elev dif: 1 Elev miv: 634 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 24 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 24 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Water Bearing A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-132 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 24 Horiz Conduct: 50 Vert Conduct: 50 T2: 1200 D50plek: 49.62645 T72 WNW MI WELLS MI3000000188119 1/2 - 1 Mile Lower Wellid: 61000000692 Import id: 61091616021 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 16 Owner name: SCHIMKE, GEORGE Well addr: 923 WILSON RD Well depth: 40 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 471 Const date: 1966-09-27 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 40 Screen frm: 34 Screen to: 40 Swl: 18 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.1712435131 Longitude: -86.2220179696 Methd coll: Interpolation-Map Elevation: 626 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 623 Elev dif: 3 Elev miv: 626 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-133 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 22 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 22 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Wet/Moist A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 22 Horiz Conduct: 50 Vert Conduct: 50 T2: 1100 D50plek: 41.89244 TC4185000.2s Page A-134 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 73 ENE MI WELLS MI3000000187857 1/2 - 1 Mile Higher Wellid: 61000000663 Import id: 61091615023 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: NOLLUM Well addr: 2309 E HILE RD Well depth: 31 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 115 Const date: 1972-02-04 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 26 Screen frm: 26 Screen to: 31 Swl: 8 Test depth: 8 Test hours: .5 Test rate: 12 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.168579968 Longitude: -86.1875782059 Methd coll: Interpolation-Map Elevation: 635 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 633 Elev dif: 2 Elev miv: 635 Aq code: Drift Well Aq flag: Not Reported Pct aq: 39 Pct aq d: 39 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 3 Pct cm d: 3 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 23 A pct aq: 17 A pct maq: 0 A pct pcm: 0 A pct cm: 4 A pct na: 78 A thickns2: 23 A pct aq2: 17 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 4 A pct na2: 78 A hit swl: T A hit top: F A hit rock: F A sc lith1: Lithology Unknown A sc lmod1: Medium To Coarse A sc lmaq1: NA A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 60 Pct maq 1: 0 Pct cm 1: 5 Pct pcm 1: 0 Pct na 1: 35 TC4185000.2s Page A-135 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: Not Reported Hit swl: Not Reported Athk2: 0 Horiz Conduct: 0 Vert Conduct: 0 T2: 0 D50plek: 0 Q74 NW MI WELLS MI3000000188552 1/2 - 1 Mile Lower Wellid: 61000005395 Import id: Not Reported County: Muskegon Township: Norton Town range: 09N 17W Section: 16 Owner name: ALL-PHAZ CONSTRUCTION Well addr: 1108 ENGLEWOOD Well depth: 45 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 2040 Const date: 2000-01-31 00:00:00.000 Case type: Steel-black Case dia: 4 TC4185000.2s Page A-136 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 41 Screen frm: 41 Screen to: 45 Swl: 31 Test depth: 40 Test hours: .5 Test rate: 20 Test methd: Test Pump Grouted: 1 Pmp cpcity: 20 Latitude: 43.17508562 Longitude: -86.21806014 Methd coll: Interpolation-Map Elevation: 0 Elev methd: DEM30M Depth flag: Not Reported Elev flag: Elevation < DEMmin or Elevation > DEMmax Swl flag: Not Reported Elev dem: 623 Elev dif: 623 Elev miv: 623 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: .5 A thicknes: 14 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 14 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Water Bearing A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-137 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: N Loc match: Y Aq code 1: Not Reported Hit swl: Not Reported Athk2: 0 Horiz Conduct: 0 Vert Conduct: 0 T2: 0 D50plek: 0 T75 WNW MI WELLS MI3000000188112 1/2 - 1 Mile Lower Wellid: 61000010656 Import id: Not Reported County: Muskegon Township: Norton Town range: 09N 16W Section: 16 Owner name: Mike Dreiling Well addr: 924 Wilson Rd Well depth: 55 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 1563 Const date: 2005-04-13 00:00:00.000 Case type: PVC Plastic Case dia: 5 Case depth: 50 Screen frm: 50 Screen to: 55 Swl: 19.3 Test depth: 30.5 Test hours: 1 Test rate: 37 Test methd: Test Pump Grouted: 1 Pmp cpcity: 12 Latitude: 43.1712 Longitude: -86.22212 Methd coll: GPS Code Meas. Std. Positioning Svc. SA Off Elevation: 0 Elev methd: DEM30M Depth flag: Not Reported Elev flag: Elevation < DEMmin or Elevation > DEMmax Swl flag: Not Reported Elev dem: 623 Elev dif: 623 Elev miv: 623 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-138 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 1.20000004768372 A thicknes: 36 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 36 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Medium To Coarse A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: N Aq code 1: D Hit swl: T Athk2: 36 Horiz Conduct: 56.25 Vert Conduct: 46.15385 T2: 2025 D50plek: 122.24024 TC4185000.2s Page A-139 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number U76 North FED USGS USGS40000484932 1/2 - 1 Mile Lower Org. Identifier: USGS-MI Formal name: USGS Michigan Water Science Center Monloc Identifier: USGS-431043086121201 Monloc name: 09N 16W 10CCC 01 (A) Monloc type: Well Monloc desc: Not Reported Huc code: 04060101 Drainagearea value: Not Reported Drainagearea Units: Not Reported Contrib drainagearea: Not Reported Contrib drainagearea units: Not Reported Latitude: 43.1786274 Longitude: -86.2033892 Sourcemap scale: 62500 Horiz Acc measure: 1 Horiz Acc measure units: seconds Horiz Collection method: Interpolated from map Horiz coord refsys: NAD83 Vert measure val: 629 Vert measure units: feet Vertacc measure val: 5 Vert accmeasure units: feet Vertcollection method: Interpolated from topographic map Vert coord refsys: NGVD29 Countrycode: US Aquifername: Sand and gravel aquifers (glaciated regions) Formation type: Not Reported Aquifer type: Not Reported Construction date: 19710501 Welldepth: 42 Welldepth units: ft Wellholedepth: Not Reported Wellholedepth units: Not Reported Ground-water levels, Number of Measurements: 0 U77 North MI WELLS MI3000000189078 1/2 - 1 Mile Lower Wellid: 61000000559 Import id: 61091610004 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 10 Owner name: WIERENGE, CLARENCE Well addr: 4064 TOWNER RD Well depth: 42 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 246 Const date: 1971-05-01 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 32 Screen frm: 36 Screen to: 42 Swl: 26 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.1785437908 Longitude: -86.2025114157 TC4185000.2s Page A-140 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Methd coll: Interpolation-Map Elevation: 600 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 610 Elev dif: 10 Elev miv: 600 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 16 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 16 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Water Bearing A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 TC4185000.2s Page A-141 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 16 Horiz Conduct: 50 Vert Conduct: 50 T2: 800 D50plek: 22.53865 T78 WNW MI WELLS MI3000000188182 1/2 - 1 Mile Lower Wellid: 61000006262 Import id: Not Reported County: Muskegon Township: Norton Town range: 09N 17W Section: 16 Owner name: PAM ROGOSKI Well addr: 955 PETRIE Well depth: 35 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 2074 Const date: 2001-09-18 00:00:00.000 Case type: Steel-Galvanized Case dia: 2 Case depth: 30 Screen frm: 30 Screen to: 35 Swl: 20 Test depth: 23 Test hours: .5 Test rate: 8 Test methd: Plunger Grouted: 1 Pmp cpcity: 0 Latitude: 43.17199252 Longitude: -86.22155415 Methd coll: Address Matching-House Number Elevation: 620 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 623 Elev dif: 3 Elev miv: 620 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: .300000011920929 A thicknes: 15 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 15 A pct aq2: 100 TC4185000.2s Page A-142 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Coarse A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: N Loc match: Y Aq code 1: Not Reported Hit swl: Not Reported Athk2: 0 Horiz Conduct: 0 Vert Conduct: 0 T2: 0 D50plek: 0 R79 NW MI WELLS MI3000000188446 1/2 - 1 Mile Lower TC4185000.2s Page A-143 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Wellid: 61000005868 Import id: Not Reported County: Muskegon Township: Norton Town range: 09N 17W Section: 16 Owner name: BEACON BLDRS Well addr: 1052 VICK Well depth: 49 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 2040 Const date: 2000-04-04 07:58:38.000 Case type: Steel-black Case dia: 4 Case depth: 44 Screen frm: 44 Screen to: 49 Swl: 28 Test depth: 40 Test hours: .5 Test rate: 15 Test methd: Air Grouted: 1 Pmp cpcity: 12 Latitude: 43.17418291 Longitude: -86.21940274 Methd coll: Address Matching-House Number Elevation: 627 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 623 Elev dif: 4 Elev miv: 627 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 21 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 21 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Fine A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 TC4185000.2s Page A-144 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: N Loc match: Y Aq code 1: Not Reported Hit swl: Not Reported Athk2: 0 Horiz Conduct: 0 Vert Conduct: 0 T2: 0 D50plek: 0 V80 North MI WELLS MI3000000189093 1/2 - 1 Mile Lower Wellid: 61000007095 Import id: Not Reported County: Muskegon Township: Norton Town range: 09N 17W Section: 9 Owner name: CRAIG LEHAN Well addr: 4061 EVERGREEN Well depth: 62 Well type: Irrigation Wssn: 0 Well num: Not Reported Driller id: 115 Const date: 2000-12-08 00:00:00.000 Case type: Steel-black Case dia: 4 Case depth: 56 Screen frm: 56 Screen to: 62 Swl: 39 Test depth: 0 Test hours: 0 Test rate: 25 Test methd: Test Pump Grouted: 1 Pmp cpcity: 20 Latitude: 43.17866717 Longitude: -86.20841801 TC4185000.2s Page A-145 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Methd coll: Interpolation-Map Elevation: 0 Elev methd: DEM30M Depth flag: Not Reported Elev flag: Elevation < DEMmin or Elevation > DEMmax Swl flag: Not Reported Elev dem: 620 Elev dif: 620 Elev miv: 620 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 23 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 23 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Fine A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 100 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 TC4185000.2s Page A-146 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Within sec: N Loc match: Y Aq code 1: Not Reported Hit swl: Not Reported Athk2: 0 Horiz Conduct: 0 Vert Conduct: 0 T2: 0 D50plek: 0 81 North MI WELLS MI3000000189115 1/2 - 1 Mile Lower Wellid: 61000010056 Import id: Not Reported County: Muskegon Township: Fruitport Town range: 09N 16W Section: 10 Owner name: Thomas Rohn Well addr: 4025 Towner Well depth: 40 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 1563 Const date: 2004-08-04 00:00:00.000 Case type: PVC Plastic Case dia: 5 Case depth: 35 Screen frm: 35 Screen to: 40 Swl: 27.2 Test depth: 32 Test hours: 1 Test rate: 37 Test methd: Plunger Grouted: 1 Pmp cpcity: 12 Latitude: 43.1789 Longitude: -86.20483 Methd coll: GPS Code Meas. Std. Positioning Svc. SA Off Elevation: 0 Elev methd: DEM30M Depth flag: Not Reported Elev flag: Elevation < DEMmin or Elevation > DEMmax Swl flag: Not Reported Elev dem: 623 Elev dif: 623 Elev miv: 623 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 1.20000004768372 A thicknes: 13 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 13 A pct aq2: 100 TC4185000.2s Page A-147 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Hard A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 13 Horiz Conduct: 50 Vert Conduct: 50 T2: 650 D50plek: 15.04759 82 NNE MI WELLS MI3000000188827 1/2 - 1 Mile Lower TC4185000.2s Page A-148 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Wellid: 61000000564 Import id: 61091610009 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 10 Owner name: PIERCE, LOUIE Well addr: 4170 QUARTER LINE Well depth: 34 Well type: Irrigation Wssn: 0 Well num: Not Reported Driller id: 246 Const date: 1974-07-11 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 26 Screen frm: 26 Screen to: 34 Swl: 14 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1766876856 Longitude: -86.1952265481 Methd coll: Interpolation-Map Elevation: 625 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 623 Elev dif: 2 Elev miv: 625 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 20 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 20 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Medium A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 TC4185000.2s Page A-149 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 20 Horiz Conduct: 50 Vert Conduct: 50 T2: 1000 D50plek: 34.79775 83 SE MI WELLS MI3000000186263 1/2 - 1 Mile Higher Wellid: 61000000757 Import id: 61091622004 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 22 Owner name: POTTS, VERSOL Well addr: 2049 STERNBERG Well depth: 27 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 849 Const date: 1980-06-05 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 23 Screen frm: 23 Screen to: 27 Swl: 5 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.1537682615 Longitude: -86.1944910618 TC4185000.2s Page A-150 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Methd coll: Interpolation-Map Elevation: 634 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 633 Elev dif: 1 Elev miv: 634 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 22 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 22 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Water Bearing A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 TC4185000.2s Page A-151 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 22 Horiz Conduct: 50 Vert Conduct: 50 T2: 1100 D50plek: 41.89244 V84 North FED USGS USGS40000484938 1/2 - 1 Mile Lower Org. Identifier: USGS-MI Formal name: USGS Michigan Water Science Center Monloc Identifier: USGS-431044086123101 Monloc name: 09N 16W 09DDC 01 Monloc type: Well Monloc desc: Not Reported Huc code: 04060101 Drainagearea value: Not Reported Drainagearea Units: Not Reported Contrib drainagearea: Not Reported Contrib drainagearea units: Not Reported Latitude: 43.1789051 Longitude: -86.2086672 Sourcemap scale: 62500 Horiz Acc measure: 1 Horiz Acc measure units: seconds Horiz Collection method: Interpolated from map Horiz coord refsys: NAD83 Vert measure val: 628 Vert measure units: feet Vertacc measure val: 5 Vert accmeasure units: feet Vertcollection method: Interpolated from topographic map Vert coord refsys: NGVD29 Countrycode: US Aquifername: Sand and gravel aquifers (glaciated regions) Formation type: Not Reported Aquifer type: Not Reported Construction date: 19721019 Welldepth: 68 Welldepth units: ft Wellholedepth: Not Reported Wellholedepth units: Not Reported Ground-water levels, Number of Measurements: 0 85 NW MI WELLS MI3000000188527 1/2 - 1 Mile Lower Wellid: 61000008508 Import id: Not Reported County: Muskegon Township: Norton Town range: 09N 16W Section: 16 Owner name: Alstrom Properties LLC Well addr: 1036 Englewood Well depth: 50 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 337 Const date: 2003-05-21 00:00:00.000 Case type: Steel-Galvanized Case dia: 4 TC4185000.2s Page A-152 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 45 Screen frm: 45 Screen to: 50 Swl: 33 Test depth: 33 Test hours: 1 Test rate: 30 Test methd: Plunger Grouted: 1 Pmp cpcity: 10 Latitude: 43.17489992 Longitude: -86.21931245 Methd coll: Address Matching-House Number Elevation: 607 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 623 Elev dif: 16 Elev miv: 607 Aq code: Drift Well Aq flag: Not Reported Pct aq: 98 Pct aq d: 98 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 2 Pct na d: 2 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: .899999976158142 A thicknes: 17 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 17 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Fine To Medium A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 95 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 5 Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-153 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: N Aq code 1: D Hit swl: T Athk2: 17 Horiz Conduct: 25 Vert Conduct: 25 T2: 425 D50plek: 13.17146 86 East MI WELLS MI3000000187608 1/2 - 1 Mile Higher Wellid: 61000000649 Import id: 61091615008 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 15 Owner name: ZECHLINSKI, JAMES Well addr: 4759 S. SHERIDAN Well depth: 30 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 246 Const date: 1987-07-29 00:00:00.000 Case type: Steel-black Case dia: 2 Case depth: 22 Screen frm: 22 Screen to: 30 Swl: 12 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 1 Pmp cpcity: 0 Latitude: 43.165839585 Longitude: -86.1860847091 Methd coll: Interpolation-Map Elevation: 635 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 636 Elev dif: 1 Elev miv: 635 Aq code: Drift Well Aq flag: Not Reported Pct aq: 87 Pct aq d: 87 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 TC4185000.2s Page A-154 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 3 Pct na d: 3 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 18 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 18 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Medium A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 80 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 20 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 18 Horiz Conduct: 50 Vert Conduct: 50 T2: 900 D50plek: 28.34537 TC4185000.2s Page A-155 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 87 SE MI WELLS MI3000000186355 1/2 - 1 Mile Higher Wellid: 61000000758 Import id: 61091622005 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 22 Owner name: RANDALL, LAWRENCE Well addr: 2140 STERNBERG Well depth: 69 Well type: Household Wssn: 0 Well num: Not Reported Driller id: 164 Const date: 1969-11-25 00:00:00.000 Case type: Unknown Case dia: 2 Case depth: 64 Screen frm: 64 Screen to: 69 Swl: 4 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1546124385 Longitude: -86.1922469046 Methd coll: Interpolation-Map Elevation: 635 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 633 Elev dif: 2 Elev miv: 635 Aq code: Drift Well Aq flag: Not Reported Pct aq: 100 Pct aq d: 100 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 0 Pct na d: 0 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 65 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 65 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Not Reported A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 100 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 0 TC4185000.2s Page A-156 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 2: 100 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 100 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 65 Horiz Conduct: 50 Vert Conduct: 50 T2: 3250 D50plek: 345.82353 88 NNW MI WELLS MI3000000189022 1/2 - 1 Mile Lower Wellid: 61000000539 Import id: 61091609005 County: Muskegon Township: Fruitport Town range: 09N 16W Section: 9 Owner name: BABBITTS SPORT CENTER Well addr: 3712 AIRLIN RD Well depth: 25 Well type: Irrigation Wssn: 0 Well num: Not Reported Driller id: 246 Const date: 1984-06-21 00:00:00.000 Case type: Unknown Case dia: 2 TC4185000.2s Page A-157 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Case depth: 18 Screen frm: 17 Screen to: 25 Swl: 8 Test depth: 0 Test hours: 0 Test rate: 0 Test methd: Unknown Grouted: 0 Pmp cpcity: 0 Latitude: 43.1780851715 Longitude: -86.2140624309 Methd coll: Interpolation-Map Elevation: 600 Elev methd: Topographoc Map Interpolation Depth flag: Not Reported Elev flag: Not Reported Swl flag: Not Reported Elev dem: 610 Elev dif: 10 Elev miv: 600 Aq code: Drift Well Aq flag: Not Reported Pct aq: 96 Pct aq d: 96 Pct aq r: 0 Pct maq: 0 Pct maq d: 0 Pct maq r: 0 Pct cm: 0 Pct cm d: 0 Pct cm r: 0 Pct pcm: 0 Pct pcm d: 0 Pct pcm r: 0 Pct na: 4 Pct na d: 4 Pct na r: 0 Pct flag: Not Reported Rock top: -1 D r type: Not Reported Spc cpcity: 0 A thicknes: 17 A pct aq: 100 A pct maq: 0 A pct pcm: 0 A pct cm: 0 A pct na: 0 A thickns2: 17 A pct aq2: 100 A pct maq2: 0 A pct pcm2: 0 A pct cm2: 0 A pct na2: 0 A hit swl: T A hit top: F A hit rock: F A sc lith1: Sand A sc lmod1: Wet/Moist A sc lmaq1: AQ A sc lpct1: 100 A sc lith2: Not Reported A sc lmod2: Not Reported A sc lmaq2: Not Reported A sc lpct2: 0 Pct aq 1: 95 Pct maq 1: 0 Pct cm 1: 0 Pct pcm 1: 0 Pct na 1: 5 Pct aq 2: 0 Pct maq 2: 0 Pct cm 2: 0 Pct pcm 2: 0 Pct na 2: 0 Pct aq 3: 0 Pct maq 3: 0 Pct cm 3: 0 Pct pcm 3: 0 Pct na 3: 0 Pct aq 4: 0 Pct maq 4: 0 Pct cm 4: 0 Pct pcm 4: 0 Pct na 4: 0 Pct aq 5: 0 Pct maq 5: 0 Pct cm 5: 0 Pct pcm 5: 0 Pct na 5: 0 Pct aq 6: 0 Pct maq 6: 0 Pct cm 6: 0 Pct pcm 6: 0 Pct na 6: 0 Pct aq 7: 0 Pct maq 7: 0 Pct cm 7: 0 Pct pcm 7: 0 Pct na 7: 0 Pct aq 8: 0 Pct maq 8: 0 Pct cm 8: 0 Pct pcm 8: 0 Pct na 8: 0 Pct aq 9: 0 Pct maq 9: 0 Pct cm 9: 0 Pct pcm 9: 0 Pct na 9: 0 TC4185000.2s Page A-158 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS Pct aq 10: 0 Pct maq 10: 0 Pct cm 10: 0 Pct pcm 10: 0 Pct na 10: 0 Pct aq 11: 0 Pct maq 11: 0 Pct cm 11: 0 Pct pcm 11: 0 Pct na 11: 0 Pct aq 12: 0 Pct maq 12: 0 Pct cm 12: 0 Pct pcm 12: 0 Pct na 12: 0 Pct aq 13: 0 Pct maq 13: 0 Pct cm 13: 0 Pct pcm 13: 0 Pct na 13: 0 Within sec: Y Loc match: Y Aq code 1: D Hit swl: T Athk2: 17 Horiz Conduct: 55.88235 Vert Conduct: 53.125 T2: 950 D50plek: 28.17622 TC4185000.2s Page A-159 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS RADON AREA RADON INFORMATION State Database: MI Radon Radon Test Results Zipcode Test Date LT Sign Result ______ 49444 9/15/2009 1.6 49444 3/16/2006 1.5 49444 12/22/1998 1.4 49444 9/19/2009 1.3 49444 11/10/1998 1.2 49444 8/23/2007 1.1 49444 11/17/1997 1.0 49444 1/12/1996 1.0 49444 3/3/2008 1.9 49444 2/1/2001 1.9 49444 11/19/1998 1.7 49444 11/6/1998 1.7 49444 12/28/1995 1.6 49444 10/29/1998 1.6 49444 10/2/2006 < 0.3 49444 10/19/2006 < 0.3 49444 5/15/2007 < 0.3 49444 11/9/1998 < 0.3 49444 1/30/2004 < 0.3 49444 5/16/2006 0.5 49444 10/28/2006 0.5 49444 1/26/2007 < 0.3 49444 2/28/2007 < 0.3 49444 2/5/2004 < 0.3 49444 10/26/2009 0.5 49444 3/28/2003 < 0.3 49444 9/27/2007 < 0.3 49444 11/12/1998 < 0.3 49444 3/18/2002 < 0.3 49444 11/12/1996 < 0.3 49444 10/23/1998 0.8 49444 11/6/1998 0.8 49444 11/2/1998 0.9 49444 1/11/1999 0.9 49444 5/29/2006 0.8 49444 10/9/2006 0.6 49444 5/21/2007 0.7 49444 2/4/2006 0.8 49444 2/12/2001 0.8 49444 11/23/2009 0.7 49444 4/18/2009 0.6 49444 8/15/2007 0.9 49444 3/5/2009 0.6 49444 11/9/1998 0.5 49444 12/20/1996 0.5 49444 11/16/1998 0.5 49444 TC4185000.2s Page A-160 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS RADON AREA RADON INFORMATION 12/14/1998 0.6 49444 11/9/1998 0.7 49444 3/6/2007 2.9 49444 11/25/2005 2.5 49444 4/10/1998 2.4 49444 3/13/2009 2.3 49444 7/23/2009 2.3 49444 7/23/2009 2.3 49444 2/24/2003 2.2 49444 5/8/2009 2.2 49444 11/20/1998 2.6 49444 11/5/1998 2.9 49444 11/10/2007 2.6 49444 1/21/2008 2.7 49444 4/9/1999 < 0.3 49444 3/3/2000 < 0.3 49444 3/3/2000 < 0.3 49444 7/2/2001 < 0.3 49444 7/13/2009 < 0.3 49444 3/23/2009 < 0.3 49444 11/2/1998 2.0 Federal EPA Radon Zone for MUSKEGON County: 3 Note: Zone 1 indoor average level > 4 pCi/L. : Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L. : Zone 3 indoor average level < 2 pCi/L. Federal Area Radon Information for Zip Code: 49444 Number of sites tested: 2 Area Average Activity % <4 pCi/L % 4-20 pCi/L % >20 pCi/L Living Area - 1st Floor 0.900 pCi/L 100% 0% 0% Living Area - 2nd Floor Not Reported Not Reported Not Reported Not Reported Basement 1.400 pCi/L 100% 0% 0% TC4185000.2s Page A-161 PHYSICAL SETTING SOURCE RECORDS SEARCHED TOPOGRAPHIC INFORMATION USGS 7.5’ Digital Elevation Model (DEM) Source: United States Geologic Survey EDR acquired the USGS 7.5’ Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data with consistent elevation units and projection. Scanned Digital USGS 7.5’ Topographic Map (DRG) Source: United States Geologic Survey A digital raster graphic (DRG) is a scanned image of a U.S. Geological Survey topographic map. The map images are made by scanning published paper maps on high-resolution scanners. The raster image is georeferenced and fit to the Universal Transverse Mercator (UTM) projection. HYDROLOGIC INFORMATION Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 2003 & 2011 from the Federal Emergency Management Agency (FEMA). Data depicts 100-year and 500-year flood zones as defined by FEMA. NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. State Wetlands Data: Wetlands Inventory Source: Department of Natural Resources Telephone: 517-241-2254 HYDROGEOLOGIC INFORMATION AQUIFLOW R Information System Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table information. GEOLOGIC INFORMATION Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994). STATSGO: State Soil Geographic Database Source: Department of Agriculture, Natural Resources Conservation Services The U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the national Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. SSURGO: Soil Survey Geographic Database Source: Department of Agriculture, Natural Resources Conservation Services (NRCS) Telephone: 800-672-5559 SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Services, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the original soil survey maps. This level of mapping is designed for use by landowners, townships and county natural resource planning and management. TC4185000.2s Page PSGR-1 PHYSICAL SETTING SOURCE RECORDS SEARCHED LOCAL / REGIONAL WATER AGENCY RECORDS FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources. PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS). USGS Water Wells: USGS National Water Inventory System (NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater. STATE RECORDS Water Well Data Source: Department of Environmental Quality Telephone: 517-335-9218 The data in this file was obtained from Wellogic, the Michigan Department of Environmental Quality Statewide Groundwater Database (SGWD). Wellogic contains approximately 425,000 water well records found within the State of Michigan, and although it represents the best available data, it cannot be considered a complete database of all the wells or well records in existence. OTHER STATE DATABASE INFORMATION Michigan Oil and Gas Wells Source: Department of Environmental Quality Telephone: 517-241-1528 Locations of oil and gas wells are compiled from permit records on file at the Geological Survey Division (GSD), Michigan Department of Natural Resources. RADON State Database: MI Radon Source: Department of Environmental Quality Telephone: 517-335-9551 Radon Test Results Michigan Radon Test Results Source: Department of Environmental Quality Telephone: 517-335-8037 These results are from test kits distributed by the local health departments and used by Michigan residents. There is no way of knowing whether the devices were used properly, whether there are duplicates (or repeat verification) test (i.e., more than one sample per home), etc. Area Radon Information Source: USGS Telephone: 703-356-4020 The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. TC4185000.2s Page PSGR-2 PHYSICAL SETTING SOURCE RECORDS SEARCHED EPA Radon Zones Source: EPA Telephone: 703-356-4020 Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels. OTHER Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656 Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration Earthquake Fault Lines: The fault lines displayed on EDR’s Topographic map are digitized quaternary faultlines, prepared in 1975 by the United State Geological Survey STREET AND ADDRESS INFORMATION © 2010 Tele Atlas North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC4185000.2s Page PSGR-3 Former Great Lakes Downs Facility, 4800 Harvey Street, Muskegon, Michigan Final Phase I ESA APPENDIX E EDR-City Directory Image Report Former Great Lakes Downs 4800 Harvey St Muskegon, MI 49444 Inquiry Number: 4185000.5 January 22, 2015 The EDR-City Directory Image Report 6 Armstrong Road Shelton, CT 06484 800.352.0050 Environmental Data Resources Inc www.edrnet.com TABLE OF CONTENTS SECTION Executive Summary Findings City Directory Images Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction orforecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2015 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc. or its affiliates is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. EXECUTIVE SUMMARY DESCRIPTION Environmental Data Resources, Inc.’s (EDR) City Directory Report is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s City Directory Report includes a search of available city directory data at 5 year intervals. RESEARCH SUMMARY The following research sources were consulted in the preparation of this report. A check mark indicates where information was identified in the source and provided in this report. Year Target Street Cross Street Source 2013 þ ¨ Cole Information Services 2008 þ ¨ Cole Information Services 2003 þ ¨ Cole Information Services 1999 þ ¨ Cole Information Services 1995 þ ¨ Cole Information Services 1992 þ ¨ Cole Information Services 1987 ¨ ¨ Polk's City Directory 1983 ¨ ¨ Polk's City Directory 1978 ¨ ¨ Polk's City Directory 1973 ¨ ¨ Polk's City Directory 1968 ¨ ¨ Polk's City Directory 1963 ¨ ¨ Polk's City Directory 1958 ¨ ¨ Polk's City Directory 1952 ¨ ¨ Polk's City Directory 1947 ¨ ¨ Polk's City Directory 1938 ¨ ¨ Polk's City Directory 1932 ¨ ¨ Polk's City Directory 1928 ¨ ¨ Polk's City Directory 1921 ¨ ¨ Polk's City Directory 1917 ¨ ¨ Polk's City Directory 1912 ¨ ¨ Polk's City Directory RECORD SOURCES EDR is licensed to reproduce certain City Directory works by the copyright holders of those works. The purchaser of this EDR City Directory Report may include it in report(s) delivered to a customer. Reproduction of City Directories without permission of the publisher or licensed vendor may be a violation of copyright. 4185000- 5 Page 1 FINDINGS TARGET PROPERTY STREET 4800 Harvey St Muskegon, MI 49444 Year CD Image Source HARVEY ST 2013 pg A1 Cole Information Services 2008 pg A2 Cole Information Services 2003 pg A3 Cole Information Services 1999 pg A4 Cole Information Services 1995 pg A5 Cole Information Services 1992 pg A6 Cole Information Services 1987 - Polk's City Directory Target and Adjoining not listed in Source 1983 - Polk's City Directory Target and Adjoining not listed in Source 1978 - Polk's City Directory Target and Adjoining not listed in Source 1973 - Polk's City Directory Target and Adjoining not listed in Source 1968 - Polk's City Directory Target and Adjoining not listed in Source 1963 - Polk's City Directory Target and Adjoining not listed in Source 1958 - Polk's City Directory Target and Adjoining not listed in Source 1952 - Polk's City Directory Target and Adjoining not listed in Source 1947 - Polk's City Directory Target and Adjoining not listed in Source 1938 - Polk's City Directory Street not listed in Source 1932 - Polk's City Directory Street not listed in Source 1928 - Polk's City Directory Street not listed in Source 1921 - Polk's City Directory Street not listed in Source 1917 - Polk's City Directory Street not listed in Source 1912 - Polk's City Directory Street not listed in Source 4185000- 5 Page 2 FINDINGS CROSS STREETS No Cross Streets Identified 4185000- 5 Page 3 City Directory Images Target Street Cross Street Source - Cole Information Services HARVEY ST 2013 4631 CRAIG HAAG FSC SECURITIES CORPORATION 4677 BAYMONT INN & SUITES MUSKEGON 4721 BARRY VANDERWALL 4725 GREG LIGGETT KALEY PARK KENNELS 4741 BREAKAWAY BICYCLES & FITNESS 4789 WILLIAM WILDE 4821 TERRY BOWMAN 4835 ROGER GOLLIVER 4851 JOLT WARE INC JW & CO HAIR STUDIO KRAUTHEIM & SWANSON GEMWORKS MAGGIES GOURMET FOOD & GIFTS 4895 ALAN SZUKALA 4905 BUCHWEITZ SCHULTZ ASSOCIATES INC 4915 SALON 297 STYLISH INTERPRETATIONS & VIRGINIA RUHSTORFER 4949 GO GEAR HAGES CHRISTIAN SUPPLIES HAGES EDUCATIONAL SUPPLIES 4985 H & S COMPANIES CPAS & BUSINESS CON RANDAL FILBRANDT AMERIPRISE FINANC 5057 TARGET 5069 DIS HALLMARK SHOP 5103 HOBBY LOBBY 5125 FOOT QUARTERS SALON 51 LLC 5141 DUNHAMS SPORTS 5159 YONKERS FURNITURE GALLERY 5169 ADVANCE AMERICA CASH ADVANCE SPRINT STORE 5217 FIFTH THIRD BANK 4185000.5 Page: A1 Target Street Cross Street Source - Cole Information Services HARVEY ST 2008 4631 CRAIG HAAG F S C AGENCY FSC SECURITIES CORP HAAG FINANCIAL ADVISORS INC 4677 AMERIHOST INN MUSKEGON 4721 BARRY VANDERWALL 4725 KALEY PARK KENNELS RHONDA LOCKWOOD 4741 BREAKAWAY BICYCLES & FITNESS 4789 WILLIAM WILDE 4800 GREAT LAKES DOWNS THOROUGHBRED RACE MI RACINT INC MICHIGAN HBPA MTOBA GIFT SHOP RACING COMMISSION STATE OF MICH WALES VETERINARY PRACTICE 4821 TERRY BOWMAN 4835 ROGER GOLLIVER 4851 JW & CO HAIR STUDIO MAGGIES GOURMET FOODS & GIFTS 4895 H & S CO H & S CO CPAS & BUSINESS CONSULTAN ROGER MERKEY 4905 BUCHWEITZ SCHULTZ ASSOCIATES INC 4915 BUCHWIETZ SCHULTZ & ASSOCIATES INC SALON 297 VIRGINIA RUHSTORFER 4949 HAGES CHRISTIAN SUPPLIES HAGES EDUCATIONAL SUPPLIES HAGES INC HAGES TEACHERS LEARNING STATION 4985 H & S CO 5103 HOB LOB LIMITED PARTNERSHIP HOBBY LOBBY 5125 LANE BRYANT INC 5141 GO GEAR FOR OUTDOORS LLC 5159 ELDER BEERMAN STORES CORP FINLAY FINE JEWELRY CORP 5169 ADVANCE AMERICA CASH ADVANCE DOC OPTICS CORP SPRINT SPRINT PCS SUBWAY GNS INC 4185000.5 Page: A2 Target Street Cross Street Source - Cole Information Services HARVEY ST 2003 4631 FSC AGENCY FSC SECURITIES CORP 4677 AMERIHOST INN MUSKEGON 4721 BARRY VANDERWALL 4789 WILLIAM WILDE 4800 GREAT LAKES DOWNS MI RACINT INC MICHIGAN HBPA MTOBA GIFT SHOP RACING CMSN STATE OF MICH 4821 TERRY BOWMAN 4835 ROGER GOLLIVER 4895 ROGER MERKEY 5057 WEE CARE CHILD DEVELOPMENT CTR 5103 HOBBY LOBBY CREATIVE CTR 5125 BRYANT LANE LANE BRYANT 5147 HOOTERS OF MUSKEGON INC 5159 BEERMAN ELDER 5169 DOC OPTICAL CENTERS MAGGIES GRMT FOODS & GIFTS SPRINT PCS SUBWAY GNS INC 5217 OLD KENT BANK 4185000.5 Page: A3 Target Street Cross Street Source - Cole Information Services HARVEY ST 1999 3130 EDDIE ANDREW 4677 AMERIHOST INN MUSKEGON 4721 BARRY VANDERWALL 4725 KALEY PARK KENNELS 4789 WILLIAM WILDE 4800 GREAT LAKES DOWNS MUSKEGON RACE COURSE SULLIVAN FOOD SERVICE 4821 TERRY BOWMAN 4835 CHARLES HOFMANN 4851 LISA BEEBE 4895 ROGER MERKEY 5057 WEE CARE CHILD DEVELOPEMENT CENTER WEE CARE CHILD DEVELOPMENT CENTER 5069 DIS HALLMARK 5103 WITMARK 5147 HOOTERS OF MUSKEGON 5159 ELDER BEERMAN 4185000.5 Page: A4 Target Street Cross Street Source - Cole Information Services HARVEY ST 1995 3769 BOURDO, OMER 4677 TORRES, MICHAEL 4721 VANDERWALL, BARRY N 4725 KALEY PARK KENNELS LIGGETT, ROBERT M 4741 WHITE, LOUIS A 4769 STOREY, JUANITA P 4789 WILDE, WILLIAM R 4800 MICH HARNESS HORSE OCCUPANT UNKNOWNN SULLIVAN FOOD SVC UNITE TOTE 4821 BOWMAN, DEBORAH 4835 GOLLIVER, ROGER 4851 BUIT, JOHN JR 4895 MERKEY, ROGER 5208 MILLER, THOMAS 4185000.5 Page: A5 Target Street Cross Street Source - Cole Information Services HARVEY ST 1992 3769 BOURDO, OMER 3949 MOSLEY, RANDY D 4721 VANDERWALL, BARRY N 4725 LIGGETT, ROBERT M 4741 WHITE, LOUIS A 4742 MACLEAN CNSTRCTN 4769 STOREY, JUANITA P 4800 MICH HARNESS HORSE MICH SPORTSERVICE MUSKEGON RACEWAY RACING COMMISSNR ST RACING COMMSSNR UNITE TOTE 4821 BOWMAN, TERRY 4835 GOLLIVER, ROGER 4851 BUIT, JOHN JR 5208 MILLER, THOMAS 4185000.5 Page: A6 Former Great Lakes Downs Facility, 4800 Harvey Street, Muskegon, Michigan Final Phase I ESA APPENDIX F EDR Aerial Photo Decade Package Former Great Lakes Downs 4800 Harvey St Muskegon, MI 49444 Inquiry Number: 4185000.12 January 21, 2015 The EDR Aerial Photo Decade Package EDR Aerial Photo Decade Package Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade. When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive. Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report AS IS. Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2015 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. Date EDR Searched Historical Sources: Aerial Photography January 21, 2015 Target Property: 4800 Harvey St Muskegon, MI 49444 Year Scale Details Source 1938 Aerial Photograph. Scale: 1"=500' Flight Year: 1938 AAA 1950 Aerial Photograph. Scale: 1"=500' Flight Year: 1950 PMA Photo Not Available - Image missing from collection 1955 Aerial Photograph. Scale: 1"=500' Flight Year: 1955 CSS 1962 Aerial Photograph. Scale: 1"=500' Flight Year: 1962 CSS 1968 Aerial Photograph. Scale: 1"=500' Flight Year: 1968 ASCS 1974 Aerial Photograph. Scale: 1"=600' Flight Year: 1974 ASCS 1981 Aerial Photograph. Scale: 1"=600' Flight Year: 1981 NHAP 1991 Aerial Photograph. Scale: 1"=500' Flight Year: 1991 FSA Photo Not Available - Image missing from collection 1997 Aerial Photograph. Scale: 1"=500' /DOQQ - acquisition dates: 1997 USGS/DOQQ 1997 Aerial Photograph. Scale: 1"=500' /DOQQ - acquisition dates: 1997 USGS/DOQQ 2005 Aerial Photograph. Scale: 1"=500' Flight Year: 2005 USDA/NAIP 2005 Aerial Photograph. Scale: 1"=500' Flight Year: 2005 USDA/NAIP 2006 Aerial Photograph. Scale: 1"=500' Flight Year: 2006 USDA/NAIP 2006 Aerial Photograph. Scale: 1"=500' Flight Year: 2006 USDA/NAIP 2009 Aerial Photograph. Scale: 1"=500' Flight Year: 2009 USDA/NAIP 2009 Aerial Photograph. Scale: 1"=500' Flight Year: 2009 USDA/NAIP 2010 Aerial Photograph. Scale: 1"=500' Flight Year: 2010 USDA/NAIP 2010 Aerial Photograph. Scale: 1"=500' Flight Year: 2010 USDA/NAIP 4185000.12 2 Year Scale Details Source 2012 Aerial Photograph. Scale: 1"=500' Flight Year: 2012 USDA/NAIP 2012 Aerial Photograph. Scale: 1"=500' Flight Year: 2012 USDA/NAIP 4185000.12 3 INQUIRY #: 4185000.12 YEAR: 1938 lJN ~EDR ' = 500' INQUIRY #: 4185000.12 YEAR: 1955 lJN ~EDR ' = 500' INQUIRY #: 4185000.12 YEAR: 1962 lJN ~EDR ' = 500' INQUIRY #: 4185000.12 YEAR: 1968 lJN ~EDR ' = 500' INQUIRY #: 4185000.12 YEAR: 1974 lJN --- ~EDR ' 1------1 = 600' INQUIRY #: 4185000.12 YEAR: 1981 lJN --- ~EDR ' 1------1 = 600' INQUIRY #: 4185000.12 YEAR: 1997 ~EDR ' = 500' INQUIRY #: 4185000.12 YEAR: 1997 lJN ---- ~EDR ' 1------1 = 500' INQUIRY #: 4185000.12 YEAR: 2005 lJN ---- ~EDR ' 1------1 = 500' INQUIRY #: 4185000.12 YEAR: 2005 lJN ~EDR ' = 500' INQUIRY #: 4185000.12 YEAR: 2006 lJN --- ~EDR ' 1------1 = 500' INQUIRY #: 4185000.12 YEAR: 2006 lJN ---- ~EDR ' 1------1 = 500' INQUIRY #: 4185000.12 YEAR: 2009 ~EDR ' = 500' INQUIRY #: 4185000.12 YEAR: 2009 lJN ~EDR ' = 500' INQUIRY #: 4185000.12 •. . ; ' . .. YEAR: 2010 lJN ... - ---=--- ....__ • .J ~EDR ' = 500' INQUIRY #: 4185000.12 YEAR: 2010 lJN ~EDR ' = 500' INQUIRY #: 4185000.12 YEAR: 2012 ~EDR ' = 500' INQUIRY #: 4185000.12 YEAR: 2012 lJN ~EDR ' = 500' Former Great Lakes Downs Facility, 4800 Harvey Street, Muskegon, Michigan Final Phase I ESA APPENDIX G EDR Historical Topographic Map Report Former Great Lakes Downs 4800 Harvey St Muskegon, MI 49444 Inquiry Number: 4185000.4 January 19, 2015 EDR Historical Topographic Map Report EDR Historical Topographic Map Report Environmental Data Resources, Inc.s (EDR) Historical Topographic Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topographic Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the early 1900s. Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report AS IS. Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2015 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. Historical Topographic Map 19 / ' 22 (~ \ . - -533 r .. \ ~('--..., 27 ... \ .) ' TARGET QUAD SITE NAME: Former Great Lakes CLIENT: AMEC Environment & Infrastructure, Inc. N NAME: MUSKEGON Downs CONTACT: Dan Mcneely MAP YEAR: 1936 ADDRESS: 4800 Harvey St INQUIRY#: 4185000.4 Muskegon, MI 49444 RESEARCH DATE: 01/19/2015 → SERIES: 15 LAT/LONG: 43.1651 / -86.2055 SCALE: 1:62500 Historical Topographic Map ... I' I. D 0 ~~ II 11 II '"'-0 20. TARGET QUAD SITE NAME: Former Great Lakes CLIENT: AMEC Environment & Infrastructure, Inc. N NAME: MUSKEGON EAST Downs MAP YEAR: 1972 ADDRESS: 4800 Harvey St CONTACT: Dan Mcneely Muskegon, MI 49444 INQUIRY#: 4185000.4 → SERIES: 7.5 LAT/LONG: 43.1651 / -86.2055 RESEARCH DATE: 01/19/2015 SCALE: 1:24000 Historical Topographic Map TARGET QUAD SITE NAME: Former Great Lakes CLIENT: AMEC Environment & Infrastructure, N NAME: MUSKEGON EAST Downs Inc. MAP YEAR: 1980 ADDRESS: 4800 Harvey St CONTACT: Dan Mcneely PHOTOINSPECTED FROM : 1972 Muskegon, MI 49444 INQUIRY#: 4185000.4 → SERIES: 7.5 LAT/LONG: 43.1651 / -86.2055 RESEARCH DATE: 01/19/2015 SCALE: 1:24000 Former Great Lakes Downs Facility, 4800 Harvey Street, Muskegon, Michigan Final Phase I ESA APPENDIX H Certified Sanborn® Map Report Former Great Lakes Downs 4800 Harvey St Muskegon, MI 49444 Inquiry Number: 4185000.3 January 19, 2015 Certified Sanborn® Map Report Certified Sanborn® Map Report 1/19/15 Site Name: Client Name: Former Great Lakes Downs AMEC Environment & 4800 Harvey St 46850 Magellan Drive Muskegon, MI 49444 Novi, MI 48377 EDR Inquiry # 4185000.3 Contact: Dan Mcneely The Sanborn Library has been searched by EDR and maps covering the target property location as provided by AMEC Environment & Infrastructure, Inc. were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn. The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the day this report was generated. Certified Sanborn Results: Site Name: Former Great Lakes Downs Address: 4800 Harvey St City, State, Zip: Muskegon, MI 49444 Cross Street: P.O. # pending Project: Muskegon Phase I Sanborn® Library search results Certification # 04AC-4917-8259 Certification # 04AC-4917-8259 The Sanborn Library includes more than 1.2 million fire insurance maps from Sanborn, Bromley, Perris & UNMAPPED PROPERTY Browne, Hopkins, Barlow and others which track This report certifies that the complete holdings of the Sanborn historical property usage in approximately 12,000 American cities and towns. Collections searched: Library, LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property were not found. Library of Congress University Publications of America EDR Private Collection The Sanborn Library LLC Since 1866™ Limited Permission To Make Copies AMEC Environment & Infrastructure, Inc. (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request. Disclaimer - Copyright and Trademark notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2015 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. 4185000 - 3 page 2 Former Great Lakes Downs Facility, 4800 Harvey Street, Muskegon, Michigan Final Phase I ESA APPENDIX I Photographic Log 1. Site overview from second floor of former dormitory for stable hands, facing west. Mounded soil in background is former location of grandstand. 2. View of the former dormitory for stable hands, facing north. Project No.: 3293151604 (Dan Phase I McNeely, Photographer) Environmental Site Assessment 4800 Harvey Street 22-Jan-15 Muskegon, Michigan 1 of 6 3. View of the two former stables, facing northeast. 4. View of some of the fluorescent light bulbs that were observed broken on the ground surface, facing west. Project No.: 3293151604 (Dan Phase I McNeely, Photographer) Environmental Site Assessment 4800 Harvey Street 22-Jan-15 Muskegon, Michigan 2 of 6 5. View of the concrete debris piles, facing northwest. 6. View of two of the four transformer carcasses observed in the eastern stable, facing southeast. Project No.: 3293151604 (Dan Phase I McNeely, Photographer) Environmental Site Assessment 4800 Harvey Street 22-Jan-15 Muskegon, Michigan 3 of 6 7. View of the stormwater detention pond, facing northwest. 8. View of the former location of the grandstand, facing north. Project No.: 3293151604 (Dan Phase I McNeely, Photographer) Environmental Site Assessment 4800 Harvey Street 22-Jan-15 Muskegon, Michigan 4 of 6 9. View of the former dumpster storage location, facing northwest. 10. View of two of the six pad-mounted transformers observed onsite, facing southeast. Project No.: 3293151604 (Dan Phase I McNeely, Photographer) Environmental Site Assessment 4800 Harvey Street 22-Jan-15 Muskegon, Michigan 5 of 6 11. View of one of the two water supply wells, used for dust suppression, facing northeast. 12. View of the unknown 6" PVC features filled with concrete, facing north. Project No.: 3293151604 (Dan Phase I McNeely, Photographer) Environmental Site Assessment 4800 Harvey Street 22-Jan-15 Muskegon, Michigan 6 of 6 Former Great Lakes Downs Facility, 4800 Harvey Street, Muskegon, Michigan Final Phase I ESA APPENDIX J Resumes Daniel McNeely Senior Environmental Scientist Professional summary Daniel McNeely has 10 years of professional experience in environmental consulting with 7 years experience planning and executing Phase I Environmental Site Assessments (ESAs). Mr. McNeely has served federal, industrial, and municipal clients including the Air National Guard (ANG), Air Force Center for Engineering and the Environment (AFCEE), and United States Coast Guard (USCG), as well as a variety of Fortune 10, 100 and 500 companies. Mr. McNeely will be ultimately responsible for ensuring due diligence activities are completed in a professional and expedient manner while maintaining a healthy, safe, and secure work-site. Professional qualifications/Registration(s) OSHA 30-hour Construction Safety and Health U.S.D.O.T. – Hazardous Materials Transportation State of MI – Asbestos Contractor Supervisor First Aid/CPR Certified Hazard Communication Training OSHA 8-hour HAZWOPER Refresher Education Michigan State University - B.S. 2004 Construction Management Association of America (CMAA) University – Construction Management & Safety Employment history AMEC Environment & Infrastructure, Inc., Senior Environmental Scientist, Dec 2013 - present Heatbath Corp., Corporate EHS Manager, Nov 2012 – Dec 2013 MWH Americas, Environmental Scientist, Jan 2006 – Nov 2012 Innovative Environmental Solutions, Project Scientist, Nov 2004 – Jan 2006 Representative projects Phase I ESA – Durham, North Carolina - Mr. McNeely was responsible for completing a Phase I ESA of a commercial space which was formerly used for light manufacturing/assembly. Mr. McNeely completed the site visit, records review, facility representative interview, photographic documentation, conference call with the client’s corporate environmental counsel, and report preparation and submittal. These tasks were all completed within 2 business days of client authorization. Phase I ESA – Memphis, Tennessee - Mr. McNeely was responsible for completing a Phase I ESA of a three-building industrial complex dating to the late 1800’s. Mr. McNeely completed the site visit, Environment & Infrastructure / 01/2015 Page 1 of 2 Daniel McNeely records review, facility representative interview, photographic documentation, and report preparation. Findings included potential ACM and LBP throughout the site building as well as potential lead, PCB, and mercury impacts resulting from historical operations. Mr. McNeely also completed extensive chronological documentation of the adjacent hazardous waste landfill formerly operated by the facility. Phase I ESA – St. Louis, Missouri - Mr. McNeely was responsible for completing a Phase I ESA of a nine-building facility that formerly produced incandescent light bulbs. Mr. McNeely completed the site visit, records review, facility representative interview, photographic documentation, and report preparation. Findings included mercury, PCB, and lead impacted building materials, among other issues. Mr. McNeely also oversaw the decommissioning of this facility which included the excavation and removal of several large USTs, regulatory closure of a former water supply well, mercury, PCB, and lead mitigation activities, and other general cleaning and decommissioning tasks. Phase I ESAs – Piscataway, New Jersey - Mr. McNeely was responsible for completing two Phase I ESAs of a 25 acre medical research campus which housed six multiple-story buildings. Mr. McNeely completed the site visit, records review, interviewed of facility representatives, photographic documentation, and multiple conference calls with the client to ensure client expectations were met. Mr. McNeely also developed a plan to decommission the campus as requested by the client. All Appropriate Inquiry – Phase I ESA – Akron, Ohio - Mr. McNeely completed an AAI Phase I ESA for the property which formerly housed the Firestone Tire and Rubber Co. Plant #2 and associated warehouse. Mr. McNeely completed the site visit, records review, facility representative interview, photographic documentation, and report preparation. One key finding was a previously unknown city of Akron storm water main which ran beneath the building, and a former rail-car loading and unloading area. Mr. McNeely also collected information from local agencies including the health, fire, and police departments, library, and newspaper archives. Phase I ESAs – Multiple Locations - Mr. McNeely has conducted Phase I ESAs for a diverse range of smaller facilities located in Florida, Georgia, Illinois, Indiana, Maine, Michigan, Mississippi, Ohio, Pennsylvania, and Puerto Rico, and has performed over 50 Phase II ESAs. Mr. McNeely has also developed industrial facility decommissioning plans, and managed large industrial cleaning, remediation, construction, and demolition projects. Environment & Infrastructure / 01/2015 Page 2 of 2 Erica A. Geasler-Bromley, PE Associate Project Manager Professional summary During her 16 years of experience, Ms. Geasler-Bromley has focused on managing and performing a variety of compliance, remediation, and due diligence projects for federal and industrial customers. She is experienced in managing and preparing compliance plans, environmental audits, due diligence assessments, evaluating site conditions through site investigations, and mitigating site contamination through remediation. Ms. Geasler-Bromley has specialized experience in preparing and managing multi-site compliance plans, including Integrated Contingency Plans, Spill Prevention Control and Countermeasure (SPCC) Plans, Stormwater Pollution Prevention/Management Plans, and Ozone Depleting Substance Management Plans. Her federal experience includes managing and performing environmental projects for the U.S. Coast Guard (USCG), Air National Guard (ANG), and Army National Guard (ARNG). She is currently the program manager for a $12.5M/5-year Nationwide A/E Environmental Services IDIQ contract with the USCG, and serves as the local point of contact for the $7.5M/5-year Veterans Affairs (VA) VISN 11 A/E Energy Services IDIQ contract. Professional qualifications/Registration(s) Registered Professional Engineer, Michigan No. 6201047418, 2001 Registered Professional Engineer, North Carolina No. 29215, 2003 Registered Professional Engineer, Virginia No. 39336, 2004 Education B.S., Environmental Engineering, Michigan Technological University, Michigan,US, 1996 Memberships/Affiliations Michigan Association of Environmental Professionals Society of American Military Engineers Employment history AMEC Earth & Environmental, Inc., Senior Project Manager, Brighton, Michigan, 2005 to Present MWH Americas, Supervising Environmental Engineer/Project Manager, Novi, Michigan, 1996 to 2005 Representative projects Compliance Auditing Environmental Compliance Evaluations (ECEs), USCG Facilities in MD, MI, NC, and NJ/USA 336000022, $290K. 20012-2013. Project manager for ECEs at 24 USG installations. Completion of this ECE satisfied the requirements of USCG Commandant, USCG Instruction (COMDTINST) 16478.5, which requires third-party audits of USCG facilities so facilities can achieve, maintain, and monitor compliance with applicable federal, state, and local environmental regulations. Activities included review of applicable federal, state, and local regulations and other considered guidance; site reconnaissance to identify non-compliances; and preparation of findings. The ECE was performed in accordance with “The Environmental Assessment and Management (TEAM) Guide United States Army Construction Engineering Research Laboratories (USACERL), which is an element of the U.S. Army Corps of Engineers (USACE) – Engineer Research and Development Center (ERDC). The findings were uploaded to CPTrack. Environment & Infrastructure / Date: 01/2013 Page 1 of 8 Erica A. Geasler-Bromley, PE Environmental Compliance Evaluation (ECE), USCG Support Center, Elizabeth City, North Carolina/USA 336000002, $50,000. 2008. Project manager for ECE. Completion of this ECE satisfied the requirements of USCG Commandant, USCG Instruction (COMDTINST) 16478.5, which requires third-party audits of USCG facilities so facilities can achieve, maintain, and monitor compliance with applicable federal, state, and local environmental regulations. Activities included review of applicable federal, state, and local regulations and other considered guidance; five-day site reconnaissance (August 11 through 15, 2008) to identify non-compliances; and preparation of an ECE report. The ECE was performed in accordance with “ the TEAM Guide , USACE CERL. Environmental Compliance Audits and Phase I Environmental Site Assessments (ESA)s, Magna International, Various Locations, Michigan, Ohio, Indiana, and Missouri/USA 4563300000, 4563300004, 4563300008, 4563300014, 4563300018, 4563300028; $300,000. 2006- 2012. Project engineer for environmental compliance audits for 22 industrial manufacturing facilities in Michigan, Ohio, Indiana, and Missouri. Tasks included preparing pre-audit questionnaires; performing a site visit to review and assess the facility compliance with federal and state environmental regulations, as well as corporate policies; and preparing audit summary reports. Phase I ESAs were performed for several Magna sites. The Phase I ESAs were performed in accordance with America Society for Testing and Materials (ASTM) Standard Practice E1527-05 to identify on-site or off-site “Recognized Environmental Conditions” as defined in the standard from current and/or historical use of the property and surrounding area. Monthly Environmental Compliance Inspections and Compliance Plan Preparation, Six Conrail Facilities, Conrail, Detroit, Michigan/USA 643002446, 643002447, 643002266, 643002699, 643002701, 643002703, and 643002704; $110,000. 2007, 2008, 2009. Project manager for monthly environmental compliance inspections at the six Conrail rail facilities in the Detroit, Michigan area. Tasks included preparing inspection checklists, overseeing and performing monthly site visits to review and assess the facility compliance with federal and state environmental regulations, and preparing audit summary reports. In addition, Stormwater Pollution Prevention Plans (SWPPP)s, Spill Prevention Control and Countermeasure Plans (SPCCP)s and Michigan Pollution Incident Prevention Plans (PIPP)s were prepared for the facilities, as applicable. Environmental Compliance Audits, Covanta Energy from Waste Facilities and Power Plant, Grand Rapids, Michigan and Newark, New Jersey/USA 571541002, 5715400042007; $50,000. 2008. Project engineer for environmental compliance audit for energy from waste facilities and power plant in Grand Rapids, Michigan and Newark, New Jersey. Tasks included preparing pre-audit questionnaire; performing site visits to review and assess the facility compliance with federal and state environmental regulations, as well as corporate policies; and preparing audit summary report. The facilities generate power from the combustion of municipal solid waste or biomass (wood chips and agricultural waste). The program included a review and update of Covanta audit protocols for each facility to ensure that they included the most current state regulatory and permit requirements. The audits were conducted using these protocols to evaluate each facility’s compliance with federal, state, and local environmental requirements in the areas of air emissions, water discharges, solid and hazardous waste management, oil pollution prevention and storage tanks, and emergency planning and community right-to-know. At two of the facilities, the program also included an independent environmental management system (EMS) audit under the U.S. EPA’s “Performance Track” program. Environment & Infrastructure / Date: 01/2013 Page 2 of 8 Erica A. Geasler-Bromley, PE Environmental Compliance Audits, American Axle, Various Locations, Michigan/USA 769000000, $109,100. 2006 and 2007. Project engineer for environmental compliance audits for industrial manufacturing facilities in Michigan. Tasks included preparing pre-audit questionnaires; performing a site visit to review and assess the facility compliance with federal and state environmental regulations, as well as corporate policies; and preparing audit summary reports. Environmental Compliance Audits, Playtex Facilities in DE/USA 768660002, $17,800, 2009. Conducted a detailed environmental compliance review of two of Energizer Personal Care’s Playtex facilities in Dover, Delaware. The review included an in-depth assessment of historical environmental compliance records for all environmental media including waste management, wastewater/storm water, drinking water, air quality, storage tanks, and EPCRA for the currently operating Playtex Plant 4 and the closed Playtex Plant 1. The goal of the assessment was to determine and document any instances of non-compliance during the time-frame of required records maintenance as dictated by permit or regulation. Environmental Compliance Reviews, CSXT, Leased Shortline Properties, MI, OH, IN, and KY/USA 643003049, 643003050, 643003052, 643003053, 643003065, 643003067, $80K. 2010-2012. Project manager and engineer for environmental compliance reviews for 19 leased shortline properties. Tasks included preparing pre-audit questionnaires; performing a site visit to review and assess the facility compliance with federal and state environmental regulations, and preparing audit summary reports. Environmental Due Diligence Phase I and Phase II ESAs, USCG and Industrial Customers, Various Locations/USA 2006-2012 and Prior Firm Experience. Project manager and project engineer for over 100 Phase I and Phase II ESAs for commercial, industrial, and USCG facilities. The Phase I and Phase II ESAs performed for the private sector have been conducted in conformance with ASTM standards imposed by the client or lending institution. The Phase I ESAs performed for the USCG were conducted in conformance with the Civilian Federal Agency Task Force Guide on Evaluating Environmental Liability for Property Transfers, August 1998. Phase I tasks include reviewing available historical documents and reports, recording on-site observations of site conditions and operations, reviewing state and federal lists pertaining to the site and surrounding area, identifying areas of potential contamination or concern, reviewing hazardous material use and waste disposal practices, and preparing technical reports. Phase II tasks include selecting activities and sampling locations to address environmental issues and report preparation. Areas of impacted soils identified during Phase I assessments have been sampled for characterization, profiled for disposal, excavated, manifested, and disposed appropriately. Environmental Compliance Plan Preparation Pollution Prevention Plan Updates, US Army Reserve, Michigan/USA 548360000, $33,042. 2006. Project engineer for pollution prevention plan updates for the US Army Reserve sites in Michigan. Tasks included preparing site visit protocols; performing the site visit to gather information related to usage of oil, industrial materials, and hazardous substances, as well as energy and water usage; and researching Michigan-specific guidelines for recycling and pollution prevention. Environment & Infrastructure / Date: 01/2013 Page 3 of 8 Erica A. Geasler-Bromley, PE Integrated Contingency Plans, USCG, ANG, ARNG, and Industrial Clients, Various Locations/USA Numerous Project Numbers and Values, AMEC and Prior Firm Experience . Project manager and project engineer for Integrated Contingency Plans (ICP)s for more than 10 industrial facilities in Michigan and Ohio; an ANG base in Michigan; more than 50 Michigan ARNG installations; 9 Kentucky ARNG installations; and 22 USCG installations in Michigan, Minnesota, Ohio, Pennsylvania, New York, North Carolina, Wisconsin, and Virginia. The ICPs combined several documents, such as SPCC Plans, Hazardous Waste Contingency Plans, and Facility Response Plans into one single document. The ICPs were developed in conjunction with the “Integrated Contingency Plan Guidance” Federal Register Vol. 61, No. 109, June 5, 1996. In addition to the federal regulations referenced in the guidance, applicable state stormwater and other pollution control requirements were integrated into the ICPs. The ICPs allowed the facilities to comply with the applicable regulations for responding to releases of petroleum-based and non-radiological hazardous substances. In addition, the ICP approach provided a mechanism for consolidating multiple plans that needed to be prepared to comply with the various regulations into one functional document. Activities included a site visit to the facilities, gathering specific manufacturing/process information at the facilities, and preparing the ICPs. SPCC Plans/Pollution Incident Prevention Plans, USCG, ARNG, and Industrial Clients, Various Locations/USA Numerous Project Numbers and Values, AMEC and Prior Firm Experience. Project manager and project engineer for more than 100 SPCC plans for several ARNG facilities in Ohio; a Superfund Site in Indiana; USCG sites in Delaware, Maryland, North Carolina, Pennsylvania, and Virginia; and industrial facilities in Michigan, Indiana, Illinois, Ohio and North Carolina, and Class I Rail Yards in Ohio. A Pollution Incident Prevention Plan was prepared, in accordance with Michigan regulations, for the industrial facilities in Michigan. Preparation of the SPCC plans included a facility walk-through inspection, interviewing facility personnel, and gathering spill prevention information available at the facility. Stormwater Pollution Prevention Plans/Stormwater Best Management Practices Plans/Stormwater Management Plans, USCG, ARNG, and Industrial Clients, Various Locations/USA Numerous Project Numbers and Values, AMEC and Prior Firm Experience. Project manager and project engineer for SWPPPs for industrial facilities in Michigan and Ohio; 22 Indiana ARNG installations; and 17 Kentucky ARNG Organizational Maintenance Shops and armories under the Federal Phase I Stormwater Regulations. The SWPPPs are prepared to meet the applicable state and federal stormwater requirements. Stormwater sampling was also coordinated for the 22 Indiana facilities. This included bidding and procuring a laboratory and training site personnel on sampling techniques. Site visits were performed to gather information about site activities and potential for stormwater pollution. Also managed and executed a stormwater management plan for a USCG site in Virginia performed under the federal Phase II regulations. Refrigerant/Ozone-Depleting Substances Management Plans, USCG Facilities in North Carolina and Virginia/USA Prior Firm Experience. Project manager for inventory and management plan development for refrigerants and other ozone-depleting substances (ODS) at USCG facilities in North Carolina and Virginia. The projects included surveying the facilities for ODS storage and usage to develop a Environment & Infrastructure / Date: 01/2013 Page 4 of 8 Erica A. Geasler-Bromley, PE database to manage the substances. The management plan set up a team to manage storage, distribution, usage, and disposal of the ODSs, in addition to servicing of the ODS-containing equipment. This project was completed under the Clean Air Act requirements for ODSs. Environmental Sampling, Investigation, and Remediation Environmental Investigation, Due Care Site Visits, and Source Removal, CSX-RPI, Plymouth Yard, Michigan/USA 643003029, 643003037, 643003043, 643003051, 643003061; $250,000. 2007-2013. Project manager for environmental investigation, data review, due care site visits, source removal evaluation, source removal action. In 2000, a sheen and odor were reported in storm water catch basins at the Plymouth Yard. Subsequent soil and groundwater investigations were performed by another consultant around the storm sewer line to determine the nature and extent of impacts. Following the investigation, the consultant performed free product removal activities. AMEC took over activities at the site in April 2007. AMEC reviewed the existing files at the site to identify data gaps and determine a course of action for soil and groundwater delineation and remediation. Following the file review, AMEC performed sitewide groundwater sampling, background metals determination, and bi-monthly due care and free product removal site visits. Following data collection and analysis, AMEC performed a statistical analysis in accordance with Michigan Department of Environmental Quality (MDEQ) protocols to calculate site-specific background concentrations for metals. The detections from the historical investigations were compared to the site-specific calculated background criteria, and no exceedances were exhibited. The groundwater investigation revealed detection of chlorinated compounds exceeding the applicable criteria. AMEC then performed an extensive soil and groundwater investigation to delineate the impacts. In 2009, CSX contracted with AMEC to perform source removal actions to remove the free product at the former turntable. CSX demolished the roundhouse in the early 1990s and filled in the turntable with construction debris and soil. Another consultant excavated the soil from the inside of the turntable in the early 2000s. However, the free product persisted and AMEC was contracted to remove the turntable and free product beneath and around the turntable. AMEC excavated and disposed of approximately 7,000 tons of impacted soil and approximately 700 tons of concrete was removed and recycled. AMEC is currently performing additional characterization and delineation activities and assessing closure options for the site. Phase II ESA, CSX-RPI Dearborn, Michigan/USA 643003028, $17,000. 2007. Project manager for Phase II ESA for a CSX property in Dearborn, Michigan. The site was owned by CSX, and the City of Dearborn was interested in purchasing the property. The site is located in a residential area adjacent to a rail yard. The Phase II ESA consisted of collecting surface and subsurface soil samples and groundwater samples at the site. A grid approach was used to determine sample locations. A Phase II ESA was prepared to summarize the field work and data from the Phase II ESA. Environmental Data Gap Analysis and Engineering Evaluation, Private Industrial Manufacturing Client, Michigan/USA 767970000, $54,800. 2006. Project manager and engineer for evaluating data gap analysis and engineering evaluation. Historical data had been collected by various consultants over the past 15 years at the facility. No data was available in electronic format. The client did not have a comprehensive file of historic spills and investigations. Performed a file review at the MDEQ and client office to develop an Administrative Record for the Areas of Concern at the site. Identified Environment & Infrastructure / Date: 01/2013 Page 5 of 8 Erica A. Geasler-Bromley, PE historic sampling locations and analytical data and integrated into one database and geographic information system (GIS). The database was used to develop tables to compare historic detections against current criteria to determine exceedances of constituents of concern. The GIS figures were used to determine data gaps with respect to sampling grids and constituents of concern. One area of concern was a drainage ditch that was impacted with polychlorinated biphenyls (PCB)s. For this area, an engineering evaluation was performed to assess the hydraulic flow of the ditch as well as inputs into the storm drainage system. Remedial/Site Investigations, Feasibility Studies, and Remedial Actions, USCG Light Stations in Michigan and Wisconsin/USA 336000003, 336000005, $60,228. 2008-2010, and Prior Firm Experience. Project manager and project engineer for several soil and groundwater site assessments conducted at several USCG light stations in Michigan and Wisconsin. The USCG properties are currently abandoned, and the USCG plans to divest the property, following resolution of environmental issues at the sites. The soil and groundwater investigations were focused on potential contamination from storage tanks, lead in soil from historic painting with lead-based paint, historical dump areas, and a firing range. Asbestos and lead-based paint surveys were also conducted at the sites. Assessment and delineation for lead in soil was performed using hand-held XRF equipment. Project manager for lead in soil investigation, remedial options evaluation, remedial action, and closure at USCG light stations in Wisconsin and Michigan. Approximately 5,000 tons of lead and petroleum-impacted soil were removed and disposed to remediate the soil at the sites to assist the USCG in divesting the property. Hand-held XRF equipment was utilized to assist in defining the extents of the excavation. Some of the sites were located on remote Islands and posed logistical challenges with respect to mobilizing personnel and equipment to the site and removing excavated soil, personnel and equipment off-site. Risk assessments were used at several sites to establish elevated, site-specific criteria for the site contaminants. The site-specific criteria were approved by the Wisconsin Department of Natural Resources and MDEQ. Soil screening was employed to separate the fine fraction soil in the lead-impacted areas. Subsequent testing confirmed the coarse fraction was not impacted at levels exceeding the approved cleanup criteria. The coarse fraction soil was used as backfill, which presented a cost savings to the USCG, as they did not need to bring in clean fill. The closure plan for some sites was unrestricted, and met the most stringent state requirements. The closure plan at other sites was restricted using a deed restriction. The deed restrictions were employed as remediation to unrestricted criteria would not be financially feasible. Underground Storage Tank (UST) and Above Ground Storage Tank (AST) Site Assessments and Remediation at several USCG Stations in Michigan and Ohio/USA Prior Firm Experience. USTs and ASTs historically located at the sites were removed more than 10 years ago. Performed soil sampling, monitoring well installation, groundwater sampling, and surface water sampling to gather information for closure of the former tank sites. Remediation included excavation and chemical oxidation. Also prepared necessary Assessment and Closure Reports under Michigan Part 213 Leaking UST Program, and Ohio Bureau of Underground Storage Tank Regulations (BUSTR) program. Site Investigation, Small Arms Firing Range, Kentucky ARNG, Kentucky/USA Prior Firm Experience. Soil samples were collected and analyzed for lead to delineate vertical and horizontal impacts of lead in the soil from historic operations at the range. Following the Environment & Infrastructure / Date: 01/2013 Page 6 of 8 Erica A. Geasler-Bromley, PE investigation, a remedial alternatives analysis was performed to determine the best option for remediation of lead impacts at the site. Radon Assessment and Mitigation Systems Installation, USCG Housing Units, Chicago, Illinois/USA Prior Firm Experience. Project manager for radon assessment and installation of radon mitigation systems for the 12 USCG Marine Safety Office (MSO) housing units in Chicago, Illinois. Tasks included assessing radon levels in the households, performing soil diagnostic and communication tests to determine how well the radon mitigation systems would perform, designing and installing the mitigation systems, and performing confirmatory radon testing after the systems were installed. Reports generated for the USCG include a housing evaluation report, design drawings, and a confirmatory testing letter report. Sediment Sampling and Assessment, USCG, Various Locations/USA 336000009 ($32K, 2010), 336000012 ($53K, 2011), 336000018 ($35K, 2012) and Prior Firm Experience. Project manager for more than 25 sediment sampling projects for the USCG in Delaware, Illinois, Maryland, Michigan, New Jersey, North Carolina, Wisconsin, and Pennsylvania. The sediment sampling was performed to determine if the sediments were environmentally impacted, as well as characterize the sediments by geotechnical analyses. The sediment sampling was performed in boat slips and channels to be dredged at a later date by the USCG. Both disturbed and undisturbed sediment samples were collected using grab and core sampling methods. Industrial Cleaning and Decommissioning Industrial Cleaning and Decommissioning, Confidential Industrial Client, Parts and Repair Facility, Menasha, Wisconsin/USA 349150050, 349150056, 349150066, 349150074, 349150088, 349150141, 349150149; $475K. 2008-2013. Project manager for industrial cleaning and decommissioning. The client utilized the parts and repair service shop from approximately 1967 to 2008, when they ceased operations. The client contracted with AMEC to coordinate decommissioning as well as assessment and mitigation of environmental liabilities. The client intended to empty the building and mitigate environmental liabilities before the lease expired in 2013. Project activities commenced with performance of a Phase I ESA to identify potential environmental concerns. A Phase II ESA was performed to assess and delineate potential soil and groundwater impacts at the site. AMEC coordinated with the client to submit notification forms to the Wisconsin Department of Natural Resources (WDNR) and prepare an application for entry into the voluntary cleanup program. Coordinated site decommissioning tasks which included waste inventory and disposal coordination, equipment relocation coordination, wipe sampling of equipment and building components, disposal and recycling of equipment and parts, industrial cleaning activities, client communication and meetings with the WDNR. Further assisted the client in assessing polychlorinated biphenyl (PCB) impacts to the site structure. Bulk concrete dust and chip samples were collected from the walls and floor of the building. Currently evaluating options for lease turn-over, building repair or demolition. Characterization and disposal activities were performed in accordance with the USEPA Toxic Substances Control Act (TSCA) and applicable WDNR requirements. Engineering WWTF Upgrades, CSXT, Collinwood Yard, Cleveland, Ohio/USA 552600063, 552600072, $29,923, 2009-2010. Project manager for upgrade of wastewater treatment facilities. The upgrades included addition of a grit collection system at two locations, pump Environment & Infrastructure / Date: 01/2013 Page 7 of 8 Erica A. Geasler-Bromley, PE replacements, upgrades to the belt skimmer systems, and plat pack. Tasks included site visits, overseeing preparation of 30%, 80% and 100% design drawings and specifications, and construction oversight activities. Fuel Station Upgrades, USCG Stations in Michigan and North Carolina/USA Prior Firm Experience. Project manager for upgrade of gasoline and diesel fuel dispensing systems at USCG Stations in Michigan and North Carolina. The existing fuel stations were upgraded to meet the station’s use and meet the applicable state requirements. Fuel station components replaced included pumps, hose reels, hoses, aboveground piping, meters, and high flow nozzles. Tasks included site visits, preparing 35%, 90% and 100% design drawings and specifications, and overseeing construction activities. Publications and presentations “Clues for Environmental Compliance. Environmental Compliance Solutions for Conrail Rail Yards in MI and NJ”, Erica Geasler-Bromley, PE, AMEC, Paula Bond, PG, AMEC, Kim Vaughn, CSX. National Railroad Conference, Champagne, IL. November 2008. Certifications 40-Hour Occupational Safety and Health Administration (OSHA) Training Certification (1997); annual refresher training 8-Hour Supervisor Training (2001) Federal Railroad Administration Training (2006); annual updates CSX On-Track Worker Safety Certification (2006); annual updates DOT Hazardous Materials Transportation Training (2006); annual updates RCRA Hazardous Waste Management Regulations/Compliance Training (2008); annual updates Environment & Infrastructure / Date: 01/2013 Page 8 of 8