HomeMy WebLinkAboutResolutions - 2013.05.09 - 20798MISCELLANEOUS RESOLUTION #13094 May 9, 2013
BY: Planning and Building Committee, Jim Runestad, Chairperson
IN RE: ECONOMIC DEVELOPMENT AND COMMUNITY AFFAIRS - RESOLUTION APPROVING THE
PROVISIONS OF A BROWNFIELD PLAN FOR THE 689 EAST 14 MILE ROAD CITY OF
CLAWSON PROJECT
To the Oakland County Board of Commissioners
Chairperson, Ladies and Gentlemen:
WHEREAS the Oakland County Board of Commissioners, pursuant to and in accordance with the
provisions of the Brownfield Redevelopment Financing Act, being Act 381 of the Public Acts of the State
of Michigan of 1996, as amended (the "Act"), has established an Oakland County Brownfield
Redevelopment Authority (OCBRA) to facilitate the cleanup and redevelopment of Brownfields within
Oakland County's communities; and
WHEREAS the 689 East 14 Mile site in The City of Clawson is an environmental hazard, a "facility" under
state statute and a non-producing parcel; and
WHEREAS a Brownfield clean up and redevelopment plan (the "Plan") has been prepared to restore the
environmental and economic viability of this parcel, which the OCBRA has reviewed and modified; and
WHEREAS pursuant to OCBRA by-laws, a local committee has been appointed and participated in
discussions regarding the proposed plan and project, reviewed the plan, and recommends its approval;
and
WHEREAS the members of City Council have reviewed the Plan, and have been provided a reasonable
opportunity to express their views and recommendations regarding the Plan in accordance with Sections
13(13) of the Act, and have approved the resolution declaring their concurrence with the provisions of the
Plan (attached); and
WHEREAS the OCBRA, pursuant to and in accordance with Section 13 of the Act, has unanimously
approved a resolution (attached) adopting the Plan, and recommends the adoption of the Plan by the
Oakland County Board of Commissioners to be carried out within the City of Clawson relating to the
redevelopment of 689 East 14 Mile Road in the City of Clawson (the "Property").
NOW THEREFORE BE IT RESOLVED that the Oakland County Board of Commissioners does hereby
adopt the Brownfield Redevelopment Plan to be carried out within the City of Clawson, relating to the
redevelopment of 689 East 14 Mile Road
BE IT FURTHER RESOLVED that a public hearing on the adoption of the Brownfield Plan approved by
the Oakland County Brownfield Redevelopment Authority for 689 East 14 Mile Road in the City of
Clawson shall be held on May 9, 2013, in the Oakland County Board of Commissioners' Auditorium, 1200
North Telegraph Road, Pontiac, Michigan.
Chairperson, on behalf of the Planning & Building Committee, I move the adoption of the foregoing
resolution.
PLANNING & BUILDING COMMITTEE
PLANNING & BUILDING COMMITTEE VOTE:
Motion carried unanimously on a roll call vote with Bosnic absent.
STATE OF MICHIGAN
COUNTY OF OAKLAND
CITY OF CLAWSON
RESOLUTION CONCURRING WITH THE PROVISIONS OF
A BROWNFIELD PLAN ADOPTED BY THE OAKLAND COUNTY
BROWNFIELD REDEVELOPMENT AUTHORITY FOR THE
689 EAST 14 MILE PROJECT
RECITATIONS:
WHEREAS, the Oakland County Board of Commissioners, pursuant to and in
accordance with the provisions of the Brownfield Redevelopment Financing Act, being Act 381
of the Public Acts of the State of Michigan of 1996, as amended (the "Act"), have established a
Brownfield Redevelopment Authority and Board (OCBRA) to facilitate the clean up and
redevelopment of Brownfields within Oakland County's communities; and
WHEREAS, the property located at 689 East 14 Mile, a foi Hier gas station site in the City
of Clawson is an environmental hazard, a "facility' under state statute: and
WHEREAS, a Brownfield clean up and redevelopment plan (the "Plan") has been
prepared to restore the environmental and economic viability of this parcel which the OCBRA
has reviewed and approved; and
WHEREAS, pursuant to OCBRA by-laws, a local committee has been appointed,
participated in discussions regarding the proposed plan and project, reviewed the plan, and
recommends its approval; and
WHEREAS, the OCBRA, pursuant to and in accordance with Section 13 of the Act, shall
consider recommending that the Oakland County Board of Commissioners approve the
Brownfield Plan to be carried out within the City of Clawson, relating to the redevelopment of
the property located at 686 East 14 Mile (the "Property"); and
WHEREAS, the members of the City council have reviewed the Plan, and have been
provided a reasonable opportunity to express their views and recommendations regarding the
Plan in accordance with Sections 13(13) of the Act; and
NOW THEREFORE BE IT RESOLVED THAT, the City Council of the City of
Clawson hereby concurs with the provisions of the Plan including approval of the Plan by the
Oakland County Board of Commissioners and implementation of the Plan by the Oakland
County Brownfield Redevelopment Authority,
BE IT FURTHER RESOLVED THAT should any section, clause or phrase of this
Resolution be declared by the courts to be invalid, the same shall not affect the validity of this
Resolution as a whole nor any part thereof other than the part so declared to be invalid.
BE IT FURTHER RESOLVED THAT all resolutions or parts of resolutions in conflict
with any of the provisions of this Resolution are hereby repealed.
AYES:
NAYS:
ABSTENTIONS:
ABSENT:
CERTIFICATION
It is hereby certified that the foregoing Resolution is a true and accurate copy of the
Resolution adopted by the City Council of the City of Clawson at a meeting duly called and held
on the 27th day of September, 2011.
CITY of CLAWSON
By:
, CLERK
4080 W. 11 Mile Rc
Berkley, MI 48072
877-884-6775
^L 248-336-9988
OAKLAND COUNTY BROWN FIELD
REDEVELOPMENT AUTHORITY
(OCBRA)
BROWrRELD PLAN
February 25, 2013
FOR THE VACANT GASOLINE SERVICE STATION
LOCATED AT 689 EAST 14 MILE ROAD,
CLAWSON, MICHIGAN
Prepared on Behalf of:
Royal 7 Clawson, LLC
47759 Walden Road
Macomb Township, Michigan 48044
Contact Person: Mr. Jim Maiuri
Telephone: (586) 292-0772
Prepared By:
PM Environmental, Inc.
4080 West Eleven Mile Road
Berkley, Michigan 48072
Contact Person: Michael T. Kulka, P.E., C.P.
Telephone: (248) 336-9988
Brownfield Plan for the CcIrnir--.2-. Dperry
Located at 689 East 14 Mile Road, Clawson, Michigan
PM Project No. 02-5154-3; February 25, 2013
TABLE OF CONTENTS
PROJECT SUMMARY
I. INTRODUCTION AND PURPOSE 2
II. GENERAL DEFINITIONS AS USED IN THIS PLAN 2
III. BROW NFIELD PROJECT 3
SUBJECT PROPERTY 3
PROJECT DESCRIPTION 3
BROWNFIELD PLAN ELEMENTS 4
A. Description of Costs to Be Paid for With Tax Increment Revenues and Summary of
Eligible Activities 4
B. Estimate of Captured Taxable Value and Tax Increment Revenues 4
C. Method of Financing and Description of Advances by the Municipality 5
D. Maximum Amount of Note or Bonded Indebtedness 5
E. Duration of Brownfield Plan 5
F. Estimated Impact of Tax Increment Financing on Revenues of Taxing
Jurisdictions 5
G. Legal Description, Property Map, Statement of Qualifying Characteristics and
Personal Property 5
H. Estimates of Residents and Displacement of Families 5
I. Plan for Relocation of Displaced Persons 6
J. Provisions for Relocation Costs 6
K. Strategy for Compliance with Michigan's Relocation Assistance Law 6
L. Description of Proposed Use of Local Revolving Loan Fund 6
M. Other Material that the Authority or Governing Body Considers Pertinent 6
APPENDICES
Appendix A
Appendix B
Appendix C
Appendix D
Legal Description
Phase I ESA, Baseline Environmental Assessment, and Due Care Plan
Site Maps
Tax Increment Financing Tables
PM Environmental, Inc.
Table of Contents Page 1
3rownfield Plan, for the Commercial Property
Located at 639 East 14 Mile Road, Clawson, Michigan
PM Project No. 02-5154-3; February 25, 2013
PROJECT SUMMARY
Project Name:
Project Location:
Type of Eligible
Property:
Eligible Activities:
Reimbursable Costs:
Years to Complete
Reimbursement:
Estimated Capital
Investment:
7-11 Clawson — 689 East 14 Mile Road
The property is located in Township two (2) north (T. 2N),
Range eleven (11) east (R. 11E), Section 34, Clawson,
Oakland County, Michigan.
Facility
Baseline Environmental Assessments, Due Care Activities,
Additional Response Activities, Preparation of Brownfield Plan
$92,370 (plus a 15% contingency of $13,856)
Approximately 17 Years
Approximately $1,000,000
Project Overview: The project consists of the comprehensive redevelopment of the
property located at the northwest corner of the intersection of East 14 Mile Road and North
Rochester Road in Clawson, Oakland County, Michigan. Royal 7 Clawson, LLC is the planned
future owner. Royal 7 Properties, LLC intends to use brownfield redevelopment tax increment
financing to reimburse the cost of eiigibie environmental activities needed to prepare the
property for safe redevelopment and reuse. This project will include demolition of the current
building, due care activities, and redevelopment to a convenience store. It is anticipated that
seven to ten new full time jobs will be created at this location.
PM Environmental, Inc.
Page 1
Brownfield Plan for the Commercial Property
Located at 689 East 14 Mile Road, Clawson, Michigan
PM Project No. 02-5154-3; February 25, 2013
I. INTRODUCTION AND PURPOSE
In order to promote the revitalization of environmentally distressed and blighted areas within
the boundaries of Oakland County ("the County"), the County has established the Oakland
County Brownfield Redevelopment Authority (the "Authority") pursuant to the Brownfield
Redevelopment Financing Act, Michigan Public Act (PA) 381 of 1996, as amended.
The primary purpose of this Brownfield Plan ("Plan") is to promote the redevelopment of and
private investment in certain "Brownfield" properties within the County. Inclusion of property
within this Plan will facilitate financing of environmental response and other eligible activities at
eligible properties, and will also provide tax incentives to eligible tax payers willing to invest in
revitalization of eligible sites, commonly referred to as Brownfields. By facilitating
redevelopment of Brownfield properties, this Plan is intended to promote economic growth for
the benefit of the residents of the County.
The Property is currently zoned B-3 General Business District, is commercially developed, and
located in an area of the City of Clawson in Oakland County characterized by commercial and
residential Properties.
The identification or designation of a developer or proposed use for the eligible property that is
subject to this Plan shall not be integral to the effectiveness or validity of this Plan. This Plan is
intended to apply to the eligible property identified in this Plan and, to identify and authorize the
eligible activities to be funded. Any change in the proposed developer or proposed use of the
eligible property shall not necessitate an amendment to this Plan, affect the application of this
Plan to the eligible property, or impair the rights available to the Authority under this Plan.
This plan is intended to be a living document which may be modified or amended as necessary
to achieve the purposes of Act 502, formerly Act 381. The applicable sections of Public Act
502 are noted throughout the plan for reference purposes.
This Brownfield Plan contains information required by Section 13(1) of Act 502.
This Brownfield Plan is of a single phase associated with the redevelopment of the property.
GENERAL DEFINITIONS AS USED IN THIS PLAN
Terms used in this Brownfield Plan are defined as proVided in the following statutes, as
appropriate:
The Brownfield Redevelopment Financing Act, 1996 Mich. Pub. Acts. 502 which amended Pub.
Act 381 M.C.L. § 125.2651 et seq., as amended.
PM Environmental, Inc,
Page 2
Ysn for r:hE C-3Mrnercial Property
Located at 589 East 14 Mile Road, Clawson, Michigan
PM Project No. 02-5154-3; February 25, 2073
III. BROWNFIELD PROJECT
SUBJECT PROPERTY
The subject property consists of one (1) legal parcel with a street address of 689 East 14 Mile
Road, Clawson, Michigan. The tax ID number of the subject property is 20-34-453-003. The
parcel number and legal description is also included in Appendix A.
The parcel and all tangible personal property located thereon will comprise the eligible property
and is referred to herein as the "Property".
The subject parcel included in this Plan can be considered "eligible property" as defined by
Section 2 of Act 502 because the Property is determined to be a "facility" as further described
below.
689 East 14 Mile Road (20-34-453-003)
The subject property consists of one (1) parcel containing approximately 0.285 acres and is
located at the northwest corner of East 14 Mile Road and Rochester Road in Clawson,
Michigan. The subject property is developed with a 1,933 square foot building constructed in
1952. The subject building is divided into a retail area, an office, a service area, storage areas,
and a restroom. Gravel parking areas are located throughout the subject property, with
groomed grass and landscaping located in the right of ways. Standard and other historical
sources were able to document the first developed use of the subject property occurred in 1952
with the construction of the current building. Prior to 1952 the property was vacant land. The
property was occupied by a gasoline service station from 1952 until between 2007 and 2008,
and has been vacant since between 2007 and 2008.The subject building is currently vacant.
Identification of the Property as a "Facility"
The analytical results for the soil and groundwater samples collected during site investigation
activities conducted by PM Environmental, Inc. were compared with the MDEQ Groundwater
Contact Criteria (GCC) and Screening Levels to MDEQ Operational Memorandum Number 1
"Part 201 Cleanup Criteria and Part 213 Risk-Based Screening Levels," March 25. 2011 and in
•accordance with Section 20120a(1), using the Residential and Nonresidential cleanup criteria.
Contaminant concentrations identified on the subject property in soil indicate exceedences to
the Part 201 DC, DWP, GSIP, and SVII GCC. Additionally, the subject property is an open
LUST site. Therefore, the subject property is a "facility" in accordance with Part 201 of P.A.
451, as amended, and the rules promulgated thereunder.
PROJECT DESCRIPTION
Royal 7 Properties, LLC has selected the subject property for redevelopment because of its
placement at the intersection of two well-traveled roadways that are conducive for the
operation of a profitable retail convenience store. In addition, the medium density of the area
and existence of commercial businesses and residential housing represents a significant local
customer base for the convenience store operation. Royal 7 Properties, LLC intends to use
brownfield redevelopment tax increment financing to reimburse the cost of eligible activities
needed to prepare the property for safe redevelopment and reuse. This project will include
PM Envirorimental,
Page 3
Drownfieiri Plan for the Commercial Property
Located at 689 East 14 Mile Road, Clawson, Michigan
PM Project No. 02-5154-3; February 25, 2013
environmental assessments, demolition of the current building, due care activities, and
redevelopment to a convenience store. It is anticipated that seven to ten new full time jobs will
be created at this location.
BROWNFIELD PLAN ELEMENTS
A. Description of Costs to Be Paid for With Tax Increment Revenues and Summary
of Eligible Activities
Tax Increment Financing revenues will be used to reimburse the costs of "eligible activities" (as
defined by Section 2 of Act 502) as permitted under the Brownfield Redevelopment Financing
Act that include: site assessments, demolition, site preparation, infrastructure improvements,
and preparation of a Brownfield Plan as described in this Plan. A complete listing of these
activities is included in Table 1 of Appendix D.
The following eligible activities and budgeted costs are intended as part of the development of
the property and are to be financed solely by the developer. The Authority is not responsible
for any cost of eligible activities and will incur no debt.
1. Site assessments; Phase II, BEA and Due Care Plan at a cost of $11,150.
2. Due Care Activities include the removal of 350 cubic yards of soil, the installation of a vapor
barrier, and soil borings and soil and groundwater sampling for documentation and
compliance of the soil and groundwater prior to construction management activities at an
estimated cost of $62,290
3. Additional Response Activities, including demolition of existing building and pre-demolition
asbestos survey at an approximate cost of $11,330.
4. Preparation of Brownfield Plan, Work Plan (if necessary) and associated activities (e.g.
meetings with OCBRA, etc.) at a cost of approximately $7,600.
5. A 15% contingency of $13.856 is established to address unanticipated environmental
and/or other conditions that may be discovered through the implementation of site
activities.
All activities are intended to be "Eligible Activities" under the Brownfield Redevelopment
Financing Act. The total estimated cost of Eligible Activities subject to repayment or
reimbursement from tax increment revenues is approximately $92,370, with a potential $13,856
contingency, resulting in an approximate total cost of $106,226.
In addition to the Eligible Activities and interest described above, this Plan includes
administrative fees for the OCBRA at $1,500/year and capture of 5,000.a year for five (5) years
for the Local Revolving Loan Fund.
B. Estimate of Captured Taxable Value and Tax Increment Revenues
Incremental taxes on real property included in the redevelopment project will be captured under
this Brownfield Plan to reimburse eligible activity expenses. The taxable value of the real
property was $70,170 for the current tax year; no personal property is associated with the site.
PM Environmental, inc.
Page 4
Brownfield Plan for the Commercial Property
Located at 689 East 14 Mile Road, Clawson, Michigan
PM Project No. 02.5154-3; February 25, 201'3
The estimated market value of the completed development is $750,000 at completion of the
development. This assumes a one-year phase-in for completion of the redevelopment, which
has been incorporated into the tax impact and cash flow assumptions for this plan. An annual
increase in taxable value of 1% has been used for calculation of future tax increments in this
plan.
The OCBRA will continue capturing tax increment revenues for 5 years following payback, to
build the Local Revolving Loan Fund. The estimated captured taxable value and tax increment
revenues for the eligible property for each year of the plan are presented in Table 2 in
Appendix D.
C. Method of Financing and Description of Advances by the Municipality
Redevelopment activities at the property will be initially funded by Royal 7 Properties, LLC, the
future property owner. Costs for eligible activities funded by Royal 7 Properties, LLC will be
repaid under the Michigan brownfield redevelopment financing program (Michigan Act 502 of
2012, which amended Act 381 of 1996) with incremental taxes generated by future
development of the property. No advances will be made by the OCBRA or the City of Clawson
for this project.
D. Maximum Amount of Note or Bonded Indebtedness
No note or bonded indebtedness will be incurred by any local unit of government for this
project.
E. Duration of Brownfield Plan
The duration of this Plan should be not less than the period required to reimburse all eligible
activities plus and additional five years intended to be captured by the OCBRA for their Local
Revolving Loan Fund. In no event, however, shall this Plan extend beyond the maximum term
allowed by Section 13(1) (f) of Act 502 for the duration of this Plan, currently limited to 30
years.
F. Estimated Impact of Tax Increment Financing on Revenues of Taxing
Jurisdictions
See "Table 2" in Appendix D.
G. Legal Description, Property Map, Statement of Qualifying Characteristics and
Personal Property
The legal description of the property included in this plan is attached in Appendix A. Copies of
relevant portions of the Phase I ESA, Phase II, and BEA, which document the status of the
subject property as a "facility", are included in Appendix B. Appendix C includes a map of the
Project location and site drawings.
H. Estimates of Residents and Displacement of Families
No displacement of residents or families is expected as part of this project.
PM Environmental, The,
Page 5
Brownfield Plan for the Cornm.e.rcial Property
Located at 689 East 14 Mile Road, Clawson, Michigan
PM Project No. 62-5154-3; February 25, W13
Plan for Relocation of Displaced Persons
No displacement of residents or families is expected as part of this project.
J. Provisions for Relocation Costs
No relocation as a result of implementation of this plan is expected as part of this project.
K. Strategy for Compliance with Michigan's Relocation Assistance Law
No relocation is expected as part of this project.
L. Description of Proposed Use of Local Revolving Loan Fund
Use of a Local Revolving Loan Fund is not part of the scope of this project.
M. Other Material that the Authority or Governing Body Considers Pertinent
None
PM Environmental. Inc.
Page 6
Appendix A
Current T F
Note: Please be advised the data included in Property Gateway uriginetas from multiple local municipalities. Data, in regard to
properties, may be classified and updated differently by municipalities. If you have any questions, please contact the local
community where the data originated.
Owner(s)
Site Address
PIN
Bank
School District
Municipality
: ROCHESTER GAS STATION
' 689 E 14 MILE RD CLAWSON Mi 48017-2176
: 20-34-453-003
: 080 CLAWSON CITY SCHOOLS
: CITY OF CLAWSON
T2N, R11E, SEC 34 BOWERS SUBDIVISION OF PART OF LOTS 51, 52, 53 & 54 OF EYSTER & HOWARTH PLA1
OF CLAWSON LOTS 12, 13 & 14
Interest and Penalty Start Date
Year 2012 Winter Penalty Start Date: 0211412013
Year/
Season
Taxes Billed
-
Paid
bun
Last
Payment
Date
Due
Taxes Int. and
Penalty
Total Tax Int. and
Penalty
Total
12/Winter $95.37 $0.00 $0.00 $0 $95.37 $0.00 $95.37
12/Summer $4,807.09 $0.00 $0.00 $0 $4.807.09 $142.79 $4,949.88
11/Winter $115.75 $115.75 $0.00 $115.75 12/07/11 $0.00 N/A N/A
11/Summer $6,818.78 $0.00 $0.00 $0 $6,818.78 N/A N/A
10/Winter $147.97 $0.00 $0.00 $0 $147.97 N/A N/A
10/Summer $8,181.74 $2,045.44 $0.00 $2,045.44 08131/10 56,136.30 N/A N/A
Note: To view prior years and current year delinquent property taxes, use the Delinquent Tax Statement program available
through Property Gateway.
Year/ Season
Spacial Assessment and 4' rty Value
Special Assessment State Equalized
Value
Taxable Value Homestead
Value
Non-
Homestead
Value
Billed Paid
12/Winter $0.00 $0.00 70,170 70,170 0 70,170
12/Summer $0.00 $0.00 70,170 70,170 0 70,170
11/Winter $0.00 $0.00 100.000 100,000 0 100,000
11/Summer $321.19 $0.00 100,000 100,000 0 100,000
10/Winter $0.00 $0.00 152,360 127.850 0 127,850
10/Summer $276.65 $69.14 152,360 127,850 0 127,850
Note: Those special assessments displayed are included in the total tax amount. However, the total tan amount may not include
all special assessments for this parcel.
RD CLAWS .-r 7-2176
(.7rnmercia[: and industr:a:
Note: Please be advised the ciata include ci in Property Gateway cric,:,:rz'zes, from multiple local muMcipalities, Data, in regad
to properties, may be classified and updated differently by munci lities. If you have any quest,ons, please contact the
local community where the data originated.
Owner(s)
Mailing Address
Site Adores.=
PIN
Municipality
School Distric:
Use
Water Indicator
Well Indicator
: ROCHESTER GAS STATION
: 4215 MIDDLEBELT RD WEST BLOOMFIELD Ml 48323-3220
: 689 E 14 MILE RD CLAWSON MI 48017-2176
: 20-34-453-003
: City of Clawson
: 080 CLAWSON CITY SCHOOLS
: 201 BUS IMP (Commercial Business Imp.)
: N Sewer Indicator
: N Septic Indicator
Neighborhood Code : CAS
T2N, R11E, SEC 34 BOWERS SUBDIVISION OF PART OF LOTS 51, 52. 53 & 54 OF EYSTER & HOWARTH
PLAT OF CLAWSON LOTS 12, 13 & 14
Taxable Value
Current Assessed Value
Effective Date For Taxes
: $70.170
. $70.170
: 12/0112012
wate Equalized V2lue
Capped Value
Principal Residence
Exemption
2012 Taxes
• $70,170
: SIC:2,700
: 0%
$4.8U7.(39
Description : LEVEL Acres : 0.285
'01;13!:•f .:.IrlitnZY'•
Commercial and industrial Property Prpflis,;,,
Note: Please be advised the data included in Property Gateway originates from multiple local municipalities. Data, in regard
to properties, may be classified and updated differently by municipalities. If you have any questions, please contact the
local community where the data originated.
BuildinglSection
Buildi ng :1 Used As : Garage, Service Station,
w/Bays
Year Built
Class
No of Stories
Avg Square Feet
.--;Sprinklers
Total Building Square
Footage
: 1952
C
:1
: 1,933
: N
: 1,933
Effective Year
Quality
Height Per Story (feet)
Elevators
Identical Units
: 1967
: Low Cost
2
No lump sum improvements Data Available for BuilclingISectionl
Appendix B
te
87-- • •
61(..-28:•.-8857
402,• W. 11 miie ;Rd
Berkley, MI 48072
877-884-6776
t 2,18-33-998e
3340
Lansing, kill 4.Cf.,
81 4c •
•-,12r2'
ISO 9001 REGISTERED
July 17, 2012
District Clerk
Michigan Department of Environmental Quality
Southeast Michigan District Office
27700 Donald Court
VVarren, Michigan 48092
RE: Baseline Environment& Assessment for the
Former Gasoline Dispensing Station Located at
689 East 14 Mile Road, Clawson, Michigan
Parcel ID: 20-34-453-003
PM Environmental, Inc. Project No. 02-5154-1
Dear District Clerk:
Enclosed is a copy of the Baseline Environmental Assessment (BEA) prepared for the above
referenced subject property prepared in accordance with Section 20126(1)(c) of Part 201,
Environmental Remediation, of the Natural Resources and Environmental Protection Act
(NREPA), P.A. 451 of 1994 (Part 201), as amended.
If you have any questions regarding the information in this report, please contact us at
248.336.9988.
Sincerely,
PM ENVIRONMENTAL, INC.
Jamie Anton iewicz Michael T. Kulka, P.E.
Project Engineer Principal
Enclosure
ISO 9001 REGISTERED
July 17, 2012
Riri
Berkley, MI 48072
L. 877-884-6775
248-33N-9988
77 I \NV
Suite 602
Grand Rapids. MI 49503
I 6--
616-2Os,5-8E57
Lansing. I ii9CS
5 1 7-,S;
Mr. Jim Maiuri
Royal Clawson, LLC
47759 Walden Road
Macomb Township, Michigan 48044
RE: Baseline Environmental Assessment for the
Former Gasoline Dispensing Station Located at
689 East 14 Mile Road, Clawson, Michigan
Parcel ID: 20-34-453-003
PM Environmental, inc. Project No. 02-5154-1
Mr. Maiuri:
Enclosed is a copy of the above-referenced document prepared in accordance with the in
accordance with Section 20126(1)(c) of Part 201, Environmental Remediation, of the Natural
Resources and Environmental Protection Act (NREPA), P.A. 451 of 1994 (Part 201), as
amended.
If you have any questions regarding the information in this report, please contact our office at
248.336.9988.
Sincerely,
PM ENVIRONMENTAL, INC.
Jamie Anton iewicz Michael T. Kulka, P.E.
Project Engineer Principal
Enclosure
PA, I ALABAMA ILLINOIS :
Baseline. Erivirorurrerlet eemen'e. of thc .,'7ortneer oo .:3ta
Located at 61:19 Ease 14 Mlle Road, Ciawson, Michigan
PM Project No. 02-51544; July 17, 2012
TABLE OF CONTENTS
1.0 INTRODUCTION AND DISCUSSION 1
1.1 Owner/Operator Information 1
1.2 Intended Use of the Subject Property
1.3 Summary of All Appropriate Inquiry Phase I Environmental Assessment 1
1.3.1 Phase I ESA Exceptions or Deletions 2
1.3.2 Phase I ESA Data Gaps 2
1.4 Summary of Previous Site Investigations 3
1.5 Current Site Investigation 4
1.5.1 Geophysical Survey 4
1.5.2 Subsurface Investigation 4
1.5.2.1 Subsurface Investigations Techniques and QA/QC Procedures
1.6 Geology and Hydrogeology 6
2.0 LOCATION OF CONTAMINATED MEDIA ON THE SUBJECT PROPERTY 6
2.1 Soil Analytical Results 7
2.2 Previous Site investigations 7
2.3 Subject Property Facility Status 8
3.0 PROPERTY INFORMATION 8
3.1 Legal Description of Subject Property 8
3.2 Survey Map of Subject Property 8
3.3 Subject Location and Analytical Summary Maps 8
3.4 Subject Property Location Map 8
3.5 Subject Property Address 8
3.6 Subject Spatial Data 8
4.0 FACILITY STATUS OF SUBJECT PROPERTY 9
4.1 Summary Data Tables 9
4.2 Laboratory Reports and Chain of Custody Documentation 9
5.0 IDENTIFICATION OF BEA AUTHOR 9
6.0 AAI REPORT OR ASTM PHASE I ESA 10
7.0 REFERENCES 10
Pall Environmental, inc.
Page
ZiaseicThe Env Iron menfal z.,,-..-7 -esz; ;1": Z'oIt1-1,2. F-orrner Gascifine Disp- . 0 17
Located at 689 East 14 Mile Road, Clawson, Michigan
PM Project No, 02-5154-1; Juiy 17, 2072
Site Vicinity Map
Generalized Diagram of the Subject Property and Adjoining Properties
Soil Boring Locations with Soil Analytical Results
Progressive Environmental 1999 Site Diagram"
Progressive Environmental 1999 "Soil Borings"
Summary of Soil Analytical Results: V0Cs, PNAs, PCBs and Metals
Previous Site Investigation Tables
FIGURES
Figure 1:
Figure 2:
Figure 3:
Figure 4:
Figure 5:
TABLES
Table 1:
Table 2:
APPENDICES
Appendix A:
Appendix B:
Appendix C:
Appendix D:
Appendix E:
Appendix F:
Phase I ESA Report
GPR Report
Boring Logs
Laboratory Analytical Report
Assessing information
Professional Qualification Statements
PM Environmental, inc.
Page II
iLlaSei0e of th ir1r GeSah1/2C-',' ,
L.00:::.e.c. at 689 East 14 Mile Road, Clawson, Michiqn
PM Project No, 02-5154-1; july IT 21' 2
1.0 INTRODUCTION AND DISCUSSION
PM has completed a Baseline Environmental Assessment (BEA) for the former gasoline
dispensing station (Parcel ID: 20-34-453-003) located at 689 East 14 Mile Road, Clawson,
Oakland County, Michigan (Figure 1). The subject property consists of one parcel containing
approximately 0.285 acres, occupied by a 1,933 square foot building (Figure 2).
Standard and other historical sources were able to document the first developed use of the
subject property occurred in 1952 with the construction of the current building. Prior to 1952 the
property was vacant land. The property was occupied by a gasoline service station from 1952
until between 2007 and 2008, and has been vacant since between 2007 and 2008.
1.1 Owner/Operator Information
Royal Clawson, LLC, 47759 Walden Road, Macomb Township, Michigan 48044, intends to
purchase the property on September 14, 2012.
1.2 Intended Use of the Subject Property
Royal Clawson, LLC intends to redevelop the property with a convenience store.
1.3 Summary of All Appropriate Inquiry Phase I Environmental Assessment
PM performed a Phase I Environmental Site Assessment (ESA) for the subject property, dated
March 14, 2012, in conformance with the scope and limitations of ASTM Practice E 1527-05
(i.e., the ASTM Standard'). A copy of the March 2012 Phase I ESA, including photographs of
the subject property, is included in Appendix A.
The following recognized environmental condition (REC) was identified in PM's June 2012
Phase I ESA:
• The subject property operated as a gasoline service station from 1952 until between
2007 and 2008 and is an open LUST site. Previous site assessment activities
completed in 1998 and 1999 document impact remains above applicable MDEQ Part
213 Soil Volatilization to Indoor Air Inhalation (SVII) and Direct Contact (DC) Risk Based
Screening Levels (RBSLs) in soil. MDEQ completed an activity report in 2011
summarizing the currently known nbnrlitibn, Based on these analytical rg‘QuIts, the
subject property would be classified as a "facility," as defined by Part 201 of P.A. 451 of
the Michigan Natural Resources Environmental Protection Act (NREPA). The purchaser
is eligible to complete a BEA for the property.
• Historical interior waste streams associated with the former service operations, floor
drains, and ASTs from 1952 until between 2007 and 2008 would have consisted of
general hazardous substances and/or petroleum products. This time period preceded
major environmental regulations and current waste management and disposal
procedures. The historical waste management practices associated with the former
service operations are unknown and may be a source of subsurface contamination.
• PM observed two (2) vent pipes along the northern and western walls of the subject
building, which did not appear to be associated with the previously identified gasoline,
PM Environmental, inc.
Page 1
Er. ..:.:.'Aosessirtersf of the Fortrze.r . .
Loa red at 639 East 54 itellie Road, . 1#50°S,ri„
PM Project No. C2-5154-1; 57, LI' 2
diesel, or waste oil USTs. The potential exists the subject property utilized fuel oil as a
heat source stored in a UST or AST. The potential exists for orphan UST(s) and/or for a
spill or release to have occurred.
The subject property operated as a gasoline service station from 1952 until between
2007 and 2008. PM was unable to determine the size, location, or number of USTs
utilized on-site prior to 1976. Additionally, PM observed vent pipes located on the north
and west facing walls of the subject building, which do not appear to be associated with
the known USTs. The potential exists for orphan USTs to be present on the, property
and/or for a release to have occurred from the former systems.
• PM observed three (3) areas of newer concrete located in the service area. The former
service garage most likely contained three (3) in-around hydraulic hoists. In-ground
hoists have an underground reservoir for hydraulic fluids, which can contain PCBs. The
potential exists that a release occurred from the former hydraulic hoist system and/or
underground reservoir.
• Previous site assessment activities identified the PCB Aroclor 1260 was detected at
1,200 pg/Kg in one (1) soil sample west of the subject building, which is above the Toxic
Substance Control Act (TSCA) Cleanup Standards of 1,000 pg/Kg for an uncapped
residential. A BEA will not protect the purchaser from cleanup to TSCA standards. The
source and/or extent of PCB contamination is unknown. The potential exists for
additional contamination to be present in this area. Additional investigation was
unable to replicate the previous results and no PCBs were identified above
laboratory method detection limits.
• Review of the EDR report documents two (2) Pollution Emergency Alerting System
(PEAS) incidents on March 16, 2003 and November 11,2008. The March 2003 incident
indicates a pump was on the ground and approximately 44-gallons of gasoline was
spilled, which reportedly leaked into the sewer system. The January 2008 incident
indicates the USTs were not seaied properly and pipes above ground not covered
properly. The potential exists for contamination to be present.
No adjoining and/or nearby RECs have been identified.
1.2 .1 Phase l ESA Exceptions or Deletions
During the completion of the March 2012 Phase I ESA, there were no exceptions or deletions
from the Federal All Appropriate Inquiry Rule under 40 CFR 312, or the ASTM Standard. To the
best of PM's knowledge, no special terms or conditions applied to the preparation of the Phase I
ESA.
1.3.2 Phase I ESA Data Gaps
PM did not identify any significant data gaps during the completion of the May 2012 Phase I
ESA.
PM Environmental, Inc,
Page 2
s'eltne. Env"- • 3t' the .."-'-drmee
669 Ea-at 14 Mile Road, C.:kw/son,. ,.„-
PM Project No, G2-5154-1; Jiv 17, 2f 2
1.4 Summary of Previous Site investigations
The subject property is an open LUST site with two (2) releases reported (confirmed release
number 0-0279-97 and 0-1289-98). The first release was reported in May 1997 following a
failed tank tightness test, and the second release was reported in December 1998 following the
removal of two (2) waste oil USTs located west of the subject building.
Progressive submitted a LUST Closure Report to the MDEQ in May 1999. An MDEQ activity
report from 2011 included the USTs had been removed in 2009; however, no additional
assessment activities were completed. Review of the investigation and MDEQ correspondence
concluded the following:
1. Impact remains above applicable MDEQ Part 213 Soil Volatilization to Indoor Air
Inhalation (SVII) and Direct Contact (DC) Risk Based Screening Levels (RBSLs) in soil.
Based on these analytical results, the subject property would be classified as a "facility,"
as defined by Part 201 of P.A. 451 of the Michigan Natural Resources Environmental
Protection Act (NREPA).
2. The extent of contamination has not been properly defined on the site, or off-site, or in
impacted utilities.
3. Additional remediation is required to obtain closure and the site remains an open LUST
site.
At the time, the subject property contained one (1) 10,000-gallon gasoline UST and four (4)
6,000-gallon gasoline USTs. Progressive indicated Superior Environmental Corporation had
advanced eight (8) soil borings in May 1998 to asses the horizontal and vertical extent of
contamination. Soil samples were collected and analyzed for benzene, toluene, ethylbenzene,
and xylenes (BTEX), methyl tert-butyl ether (MTBE), and lead. No groundwater was
encountered, and no free product was encountered. Analytical results identified BTEX above
the current MDEQ Part 213 Groundwater Surface Water Interface Protection (GSIP), Drinking
Water (DVV), Soil Volatilization to indoor Air Inhalation (SVII), and/or Direct Contact (DC) Risk
Based Screening Levels (RBSLs). Additionally, xyienes were above Soil Saturation
Concentration Screening Levels (Csat).
In November 1998, Progressive advanced an additional eight (8) soil borings at the end of each
UST and soil samples were analyzed for BTEX, IVITBE, 1,2,4-trimethylbenzene (1,2,4-TMB),
1,3,5-1MB, 1,2-dibromoethane, 1,2-dichloroethane, naphthalene, 2-methylnaphthalene, and
lead. Analytical results identified BTEX, MTBE, 1,2,4-1MB, 1,3,5-TMB, naphthalene, and 2-
methylnaphthalene above the current MDEQ Part 213 GSIP, DW, SVII, and/or DC RBSLs.
Additionally, xylenes and 1,2,4-1MB were above Csat. Geology generally consisted of dry to
moist brown clay to 16.0 feet bgs. No groundwater was encountered.
In addition to the LUST site investigation activities, Progressive removed one (1) 250-gallon
waste oil UST and one (1) 250-gallon orphan UST located west of the subject building.
Approximately 5.0 cubic yards of contaminated soil was removed from the basin. Four (4) soil
samples were collected from the floor of the UST basin. Two (2) soil samples from under the
former waste oil UST were analyzed for polynuclear aromatic hydrocarbons (PNAs), and two (2)
soil samples from under the orphan UST were analyzed for BTEX., MTBE, 1,2,4-TMB, 1,3.5-
P1 Environmental, inc.
Page 3
`7'.fnfr G•ascdi;
ocate;,,: at 689 ::: act1..; Mile Road, C.;i:..-teison,
PM Project No. 02-51544; July 17,
TMB, 1,2-dibromoethane, 1,2-dichloroethane, naphthalene, 2-methylnaphthalene,
polychlorinated biphenyls (PCBs), cadmium, chromium, and lead. Analytical results were below
MDEQ Part 213 RBSLs and/or State Default Background Levels (SDBLs). However, the PCB
Aroclor 1260 was detected at 1,200 pg/Kg in one (1) soil sample, which is above the Toxic
Substance Control Act (TSCA) Cleanup Standards.
The IV1DEQ completed an Activity Report in September 2011, which documented that
deficiencies were identified in the May 1999 LUST Closure Report, including the extent of
contamination was not properly defined on the site, or off-site, or in impacted utilities.
Additionally, the report indicates the six (6) gasoline USTs were removed in 2009, and the
MDEQ requested the UST registration be updated by the owner, however, the MDEQ did not
receive the updated UST registration reflecting the removal of the USTs. The MDEQ
interviewed the former consultant for the subject property, who verified the USTs were removed
in 2009, and sidewall samples were collected from the UST basins, however, these were not
provided to the MDEQ based on lack of payment. However, the consultant indicated
contamination existed in the southern and southeastern portions of the property. Additionally,
the consultant confirmed no assessment activities have been completed in or around the
subject building or in the area of the former piping or dispensers.
Based upon review of the previous subsurface investigations, soil contamination is present
which exceeds the current Part 201 Residential and Nonresidential GCC. Based on these
analytical results and open LUST status, the subject property is a "facility," as defined by Part
201 of P.A. 451 of the Michigan Natural Resources Environmental Protection Act (NREPA), as
amended.
1.5 Current Site Investigation
On June 20, 2012 PM completed a SOW consisting of the completion of a geophysical survey,
advancement of nine soil borings (SB-1 through SB-9), and the collection of soil samples to be
analyzed for VOCs, PNAs, PCBs, cadmium, chromium, and lead.
1.5.1 Geophysical Survey
On June 20, 2012, PM completed a ground penetrating radar (GPR) survey to determine if
orphan USTs remained on the subject property. No anomalies consistent with orphan USTs
were identified. Refer to Appendix B for the complete GPR report.
1.5.2 Subsurface Investigation
The soil borings in the June 2012 investigation were advanced to assess the RECs associated
with unassessed areas identified in the Phase I ESA completed by PM in May 2012, but did not
address previously impacted areas. Specifically, the Phase II ESA activities were conducted in
the following areas of the subject property:
PM Environmental, inc.
Page 4
r..;,•nt of thc Ft..•
Loca,ed at 689 Et.:•:t
PM Project No. 02-5f 54-f ; juiy 17, 2V2
Description of Soil Boring Well ocations
Location
(Total Depth
in feet bgs)
Soil Sample
Depth
(feet bgs)
6.0-7.0,
9.0-10.0,
and
14.0-15.0
Analysis
VOCs,
PNAs,
PCBs,
Metals
Objectives
Replicate previous
PCB results
Sample Selection (justification)
Soil: A sample was collected to
replicate and previous results and
oeeper sampies for delineation.
GW: Not encountered
SB-1
(15.0)
SB-2
(15.0)
6.0-7.0
and
9.0-10.0
VOCs,
PNAs,
PCBs,
Metals
Delineate previous
PCB results
Soil: A sample was collected to
delineate potential impact from the
interval with the highest PID reading
(61.8 ppm) and a deeper sample for
delineation.
GW: Not encounterec
SB-3
(15.0)
c c P
VOCs,
PNAs,
PCBs,
Metals
Delineate previous
PCB results
Soil: Based on the lack of visual or
PID evidence of impact, a sample was
collected from the sand/clay interface.
GW: Not encountered
SB-4
(15.0) 6.0-7.0
VOCs,
PNAs,
PCBs,
Metals
Delineate previous
PCB results
Soil: Based on the lack of visual or
PID evidence of impact, a sample was
collected from the sand/clay interface.
GW: Not encountered
SB-5
(15.0) 6.0-7.0
VOCs,
PNAs,
PCBs,
Metals
Delineate previous
PCB results
Soil: Based on the lack of visual or
PID evidence of impact, a sample was
collected from the sand/clay interface.
GW: Not encountered
SB-6
(18.0) 2.0-3.0
VOCs,
PNAs,
PCBs,
Metals
Assess ASTs
located to the
northwest of the
building
Soil: Based on the lack of visual or
PID evidence of impact, a shallow
sample from the sand/silt interface
was collected.
GW: Not encountered
SB-7
(13.0)
3.0-4.0
and
8.0-9.0
VOCs,
Pr\lAs,
PCBs,
Metals
Assess former
interior operations
and in-ground
hoists
Soil: Based on the lack of visual or
PID evidence of impact, a shallow
sample from the sand/silt interface
and a sample from the depth of the
hoist were collected.
GW: Not encountered
SB-8
(13.0)
2.0-3.0
and
8.0-9.0
VOCs,
PNAs,
PCBs,
Metals
Assess former I
interior operations
and in-ground
hoists
Soil: Based on the lack, of visual or
PID evidence of impact, a shallow
sample from the sand/silt interface
and a sample from the depth of the
hoist were collected.
GW: Not encountered
SB-9
(15.0) 6.5-7.5
VOCs,
PNAs,
PCBs,
Metals
Step out boring
from SB-2.
Soil: Based on the lack of visual or
PID evidence of impact, a sample was
collected from the sand/clay interface
and a deeper sample for delineation.
GW: Not encountered
PID — Photoionization Detector
GW — Groundwater
NA — Not Applicable
PM Environmental„
Page 5
Easetine Enr6'ronmentai Ars;:t.,:tsapt.-.ht Itf the . SL:atto fl
Located at 680 Ea sE 14 Mile Road, Clawson; Michigan
PM Proje.31, No. 02-5154-1; July 17, 207"2
1.5.2.1 Subsurface Investigations Techniques and QA/QC Procedures
During drilling operations, the drilling equipment was cleaned to minimize the possibility of cross
contamination, These procedures included cleaning equipment with a phosphate free solution
(i.e., Alconox®) and rinsing with distilled water after each sample collection. Drilling and
sampling equipment was also cleaned in this manner prior to initiating field activities.
Soil samples for VOC analysis were preserved with methanol in accordance with EPA method
5035 modified and then placed in appropriately labeled containers with Teflon ® lined lids and/or
sanitized glass jars, placed in an ice packed cooler and transported under chain of custody
procedures for laboratory analysis within applicable holding times.
The soil borings were advanced to the desired depth using either a hand auger equipped with a
stainless steel bucket or a Geoprobe® drill rig. Soil sampling was performed for soil
classification, verification of subsurface geologic conditions, and for investigating the potential
and/or extent of soil and groundwater contamination at the subject property. Soil samples were
generally collected on a continuous basis using a stainless steel bucket in the case of the hand
auger or a 5-foot long macro-core sampler in the case of the Geoprobe drill rig.
Soil collected from one-foot sample intervals was screened using a PID to determine if VOCs
were present. Soil from specific depths was placed in plastic bags and allowed to volatilize.
The headspace within each bag was then monitored with the RID. The RID is able to detect
trace levels of organic compounds in the air space within the plastic bag. The RID utilizes a
10.2 electron volts (eV) lamp. Therefore, the RID can only detect organic vapors with an
ionization potential less than or equal to 10.2 eV.
Soil samples collected were submitted to Brighton Analytical, Brighton, Michigan for chemical
anaiysis. Table 1 and Figure 3 summarize the soil analytical results. Refer to Appendix D for a
copy of the laboratory analytical report.
Upon completion of the investigation, the soil borings were abandoned by placing the soil
cuttings back into the borehole, filling the void with bentonite chips, hydrating the chips,
resurfacing and returning the area to its pre-drilling condition.
1.6 Geology and Hydrogeology
Based on observations of the soil samples and cuttings during PM's investigation, the general
soil stratigraphy consists of fine sand with trace silt and gravel to a depth of approximately 7.0
feet below ground surface (bgs), underlain by stiff clay to a depth of 18.0 feet bgs, the maximum
depth explored. No groundwater was encountered during PM's field activities.
2.0 LOCATION OF CONTAMINATED MEDIA ON THE SUBJECT PROPERTY
The analytical results for soil samples collected by PM and in previous site investigations were
compared with the MDEQ GCC and Screening Levels as presented in Attachment 1 to MDEQ
Operational Memorandum Number 1 "Part 201 Cleanup Criteria and Part 213 Risk-Based
Screening Levels," March 25, 2011 in accordance with Section 20120a(1) using the Residential
and Nonresidential cleanup criteria. The analytical results are summarized in Tables 1 and 2
PM Environmental, inc.
Page 6
n e Erttfiror::;..1 • rJrttrer
LOC:6: ied at 68:. E:::st 14 Mile Road, aiLwsc:ri,
PM Project No,
(including CAS #) and in Floures 3 through 5. Refer to the section below for a summary of the ,
analytical results.
2.1 Soil Analytical Results
Analytical results from soil samples collect by PM did not identified any compounds above the
most restrictive Part 201 GCC with the exception of a concentration of cadmium identified in
SB-1 (9-10') which exceeds the Drinking Water Protection (DWP) GCC.
No concentration of VOCs were identified above the laboratory method detection limits (MDLS)
with the exception of a concentration or 1,2,4-trimethylbenzene identified in SB-5 (6-7'), which
was below the most restrictive Part 201 GCC.
No concentration of PNAs were identified above the laboratory MDLS with the exception of a
concentration of fluoranthene identified in SB-1 (6-7'), which was below the most restrictive Part
201 GCC.
The previousiy identified concentration of PCBs was not able to be reproduced and no
concentrations of PCBs were identified above the laboratory MDLs.
Refer to the Appendix C for the laboratory report from the 2012 site investigation and refer to
Table 1 and Figure 3 for additional information regarding the analytical results and soil boring
locations.
2.2 Previous Site Investigations
The table below summarizes the exceedances to Part 201 GCC identified in previous site
investigations. Refer to Table 2 and Figure 4 and 5 for additional information regarding the
sampling locations and analytical results.
Location Date Compounds Part 201 GCC Exceendance
SB-1 (9-10')* 5/27/1998 ! Benzene DWP
SB-3 (3')" 5/27/1998 BTEX DWP, GSIP, DC (R/NR), SVIII (R/NR)
SB-4 (3')* 5127/1998 l BTEX DWP, GSIP. DC (R/NR), SVIII (R/NR'
SB-5 (3')* 5/27/1998 Toluene, Ethylbenzene, Xylenes DWP, GSIP, DC (R/NR), SVIII (R/NR)
SR-6 (7-8'y 5/77/105:18 Pthwihen7enP and xylr.n.c rmtp, r-SiP, D (R/NR ), SVIII (R/NR)
SB-8 (7' )* 5/27/1998 Benzene, ethylbenzene, xyienes,
MTBE DWP
SB-3-2 (8') 11/4/1998 MTBE DWP
SB-4-2 (8') 11/4/1998 Various VOCs DWP, GSIP. SVII (R) - benzene
SB 5-2 (8') 11/4/1998 Various VOCs DWP, GSIP, SVII (R/NR) - benzene
DWP SB 5-3 (12') 11/4/1998 Benzene, MTBE
SB 6-2 (8') 11/12/1998 Various VOCs DWP, GSIP, DC (R/NR), SVIII (R/NR)
SB 7-3A
(10') 11/12/1998 Various VOCs DWP, GSIP, DC (R/NR), SVIII (R/NR)
DVVP — Drinkino Water Protection P - Rpsiripntial
GSIP - Groundwater Surface Water Interface Protection -
DC — Direct Contact 3thylbenzene, xylenes
SVII — Soil Volatilization to Indoor Air Inhalation
" Locations unknown but was generally described to be in the area of the former UST basin
.P11/7 Environmental. Inc.
Page 7
es ri6; cm Ass es m en t ti'pe Former Gcz..sciinc,, .1'
Located at 689 East 14 Mile Road, Clawson, Michigan
PM Project No. 02-5154-1; July 17, 2012
2.3 Subject Property Facility Status
A location where a hazardous substance is present in excess of the concentrations, which
satisfy the requirements of subsection 20120a(1)(a) or (17), is a facility pursuant to Part 201.
Section 20120a(1)(a) requirements are the Cleanup Criteria for unrestricted residential usage.
Contaminant concentrations identified on the subject property in soil indicate exceedences to
the Part 201 DC, DWP, GSIP, and SVII GCC. Additionally, the subject property is an open
LUST site. Therefore, the subject property is a "facility" in accordance with Part 201 of P.A.
451, as amended, and the rules promulgated thereunder.
3.0 PROPERTY INFORMATION
3.1 Legal Description of Subject Property
Refer to Appendix D for assessing information which includes a legal description.
3.2 Survey Map of Subject Property
A map of the subject property which depicts the property/parcel boundaries is included as
Figure 2.
3.3 Subject Location and Analytical Summary Maps
Figure 3 provides a scaled map of the site features and soil boring locations with analytical
results from PM's current investigation. Refer to Figures 4 and 5 for information regarding the
sampling locations from the previous site investigation.
3.4 Subject Property Location Map
Figure 1 provides a scaled area map depicting the subject property location in relation to the
surrounding area.
3.5 Subject Property Address
As indicated in Section 1.0, the subject property (Parcel ID: 20-34-453-003) is located at 689
East 14 Mile Road, Clawson, Oakland County, Michigan (Figure 1).
3.6 Subject Spatial Data
As depicted in Figure 1, the subject property is located in Township two North (T. 2N), Range 11
East (R. 11E), Section 34, southeast quarter, southwest quarter-quarter, Clawson, Oakland
County, Michigan.
According to the MDEQ Groundwater Mapping Project Website, the center of the subject
property is located at latitude 42.5339 and a longitude of -83.1362.
PM Environmental,
Page 8
•irc.v-irnerttal srn eFcTrree:-
Located atT.T East 14 Mile Road, Clawson,
PM Project No. C2-5154-1;
4.0 FACILITY STATUS OF SUBJECT PROPERTY
As indicated in Section 1.7, based upon documented exceedances of the Part 201 DC, DWP,
GSIP, SVII GCC, and CsAT screening levels in soil samples collected from the subject property
and the open LUST status; the subject property is a facility under Part 201 of P.A. 451, as
amended, and the rules promulgated thereunder.
4.1 Summary Data Tables
The analytical results for the soil samples were compared with the MDEQ GCC and Screening
Levels as presented in Attachment 1 to MDEQ Operational Memorandum Number 1 "Part 201
Cleanup Criteria and Part 213 Risk-Based Screening Levels," March 25, 2011 and in
accordance with Section 20120a(1), using the Residential and Nonresidential cleanup criteria.
The analytical results are summarized in Tables 1 and 2. CAS numbers associated with each
target analyte identified above the laboratory MDLs and maximum contaminant concentrations
are also presented in Tables 1 and 2. Previous site investigation reports are included in
Appendix A.
4.2 Laboratory Reports and Chain of Custody Documentation
Soil samples collected by PM in 2012 were submitted under chain of custody procedures and
within applicable holding times. Refer to Appendix C for the laboratory analytical report and
associated chain of custody documentation.
5.0 IDENTIFICATION OF BEA AUTHOR
This BEA was conducted on July 17, 2012, by Mr. Jamie Antoniewicz, Project Engineer, and
reviewed by Mr. Michael T. Kulka, P.E., Principal Engineer, PM Environmental, Inc., which is prior
to or within 45 days of property ownership or occupancy. Qualification statements are provided
as Appendix E.
I declare that, to the best of my professional knowledge and belief, I meet the definition of
Environmental Professional as defined in §312.10 of 40 CFR 312 and I have the specific
qualifications based on education, training, and experience to assess a property of the nature,
history, and setting of the subject property. I have developed and performed the all appropriate
inquires in conformance with the standards and practices set forth in 40 CFR Part 312.
Michael T. Kulka, P.E.
Principal Engineer
PM Environmental, inc.
Page 9
Z.-7;aseiine Environmemal ,4:5-sessinent of the Former G'F'coiThc Dispe'Rsirio
Located at 689 East 14 Mile Road, Ciavrson, Michiga
PM Proie.of iktc, 02-5154-1; July 17, 2C-; 2
6.0 AA! REPORT OR ASTM PHASE 1 ESA
As indicated in Section 1.3, PM performed a Phase 1 ESA of the subject property, July 17, 2012,
in conformance with the scope and limitations of ASTM Practice E 1527-05 for the subject
property (Parcel ID: 20-34-453-003) is located at 689 East 14 Mile Road, Clawson, Oakland
County, Michigan. The scope of the Phase I ESA included consideration of hazardous
substances as defined in Section 20202(1)(x) of P.A 451 of 1994, as amended, and constituted
the performance of an All Appropriate Inquiry in conformance with the standards and practices
set forth in 40 CFR Part 312.
A copy of the March 2012 Phase I ESA is included in Appendix A.
7.0 REFERENCES
• Standard Practice for Environmental Site Assessments: Phase I Environmental Site
Assessment Process, ASTM, ASTM Designation E 1527-05, Published November 2005.
• MDEQ Operational Memorandum No. 1 "Part 201 Cleanup Criteria and Part 213 Risk-based
Screening Levels," Revised March 25, 2011 and in accordance with Section 20120a(1);
• MDEQ Operational Memorandum No. 4 "Site Characterization and Remediation Verification
— Attachment 10, Peer Review Draft Groundwater Not in an Aquifer," February 2007;
MDEQ Operational Memorandum No. 2 "Sampling and Analysis," October 22, 2004,
Revised July 5, 2007;
• MDEQ Baseline Environmental Assessment Submittal Form (EQP 4025), dated April 2011;
• Phase I ESA, March 2012, PM.
PM Environmental, Inc.
Page 10
Append [x C
OAKLAND COUNTYY, MICHIGAN Scale loclr,. SO root I_ ire sr 04 all ...".isc..o oteinkel rreIddera;rroTir ehe., .1 I BOWERS SUBDIVISION OF PART OF LOTS 51-5Z--53-51 EYSTER & HOWARTH PLAT OF CLAW,50N, PART OF 5 lel OF SEC. 34, T. ZN., RIIE. CITY OF CLAWSON, TROY TWP. I r7^,TrY 7!.T 7!"1 r.1PY nS ratit OF I riAt ,rvityntro •-, roe( RE- 5r37 .;•, jj11., ..-...)-ttr 57° 41 f t I AT 7< 2/0 P. e.s beg so o . Z.,: ri-__ ....1 ‘...; Z1 _ _ 4 5. _ Li _-cg-----__77'_-- . , 7 . —.. _ .....t, f:`,7.,,,a,._"---: ., to n, II ..:. 2Qi9 ,,,, 5/ . la "., ,..• ,....- ' 7 53 ",;....: IC i n ! 1 - . f„..: i5 ' __ 12 54 e 13' a . 14 : :.'' CZAWSOW /57 ROND .,,,, /20 Fr 1.31 .{,/../ 1-0 - C/77' r/PEASURPF5 crAarincATA rhet-ff4y. cet-hfy that oft cent/ tavet p rc-vgair deseesbeel PVa# c-E-A• ,-/CATC orO-7UYV/C/PAL APPROVAL ene ses/e re • ernes, Z . Co/ion.', -sego, se/le, Who et-urea' Mr the CP, .nee-e- 15-en no, ee 755-:-3T,If-sn,ened /71 P 7,7 i A' P, ereerrs - MAW,. Arprcvcd Arelnn• c*. aea..-ere-,e, • 41.4. .et- ori P ' ct- DfOICATIOM dOn rr or- /-71c/-77674N 5 5 C.,1' TY Or OA A't NO Gez V se pine ens eppeneed by Me City- Case miis see ef ,-/Te (/1/cr Cie nes on , eine /see, nn 7., Nee- of ic 5nre o. rrle Dee-en-7577e ,e o:'.7r+s OTICRIPTION 125e .47,7e ,,,,,,orce,o2I/r, Me ere-nosed` peel 0,-01elef 4-118.0.051.578,4neperl er,-1- 57- AZ -55 54 re ';11:311 /T4 7YON5-1.57-1/ r or Cbefte".550N; c,/,LIZ 7: N., R. irr. city, of !Towson , 71'-ry Tivp. ITeA: re-1 founir,.174-177:947.:7 des 4- rIbee eS in7re55tneoerren7 eri lir5c-• f Pl 5:10f 35A 0/ se...34, 7: eiV. rwp Ja7-/5.7- fee° „ N e5" CO' or. 333.75 TA, Ft lb f4,- 8ee7inniny ; thence Nc57"4rbe /61 e".1 Ft,61,0,7re- iN M Z.15. TS IT, fbersee .1177A .v 45'00'4 O'44.44/1 to the poest of be9/ne err fuRrt- vows ciRrtrreArr .1* hereby certiir fbal peel neeenn del/nrntre/ is o• eon-reef one and enel peres ;seen f /77, A,/ of rot less Mon on. inch in dials, ter end -15e- •. • in length, sod in cconcrete base foor serhes ••5 dee' loorry.eir-ne enreies de/711/2 hose been aiestrode endeNere Mal [I .7.7 hereon Jhb., 47,,,y.,51,- 4e. • dna' di 45e enTeerrerlions of steerre, nee' e/ /nee, of sfroers oresee oileyr, enee ne i.0c. ereOr.seeNnes -'• re is evith howeefernes le;,/ness" es on ses,`,”5-14 ArmitAira *Abe, , NON' ALI. /*ITN Pe 1/i/ IF P'.'r 1711/ fb,r) 10e, i,.000F rolennonen,..,,,,s • . his wile ,ers- • •-' fir reed enehencre I-, Ni- a,neseciploi. to In a ffrrerect, Ar.rf oat erndp/c-fAF,' ii de known es °Zioneees febe5 :en," pdr/ eres 51 .57-5 0/.31'5 I ANS HOMAN ref /5 I- l 51. 10/,'. pee., of r-/ es-. .34, TZM, 111., Ceti et e/ones an , y Tner,Oces/ner Conner, elicheresn, end Snot ,e5,- ti a-//cyr h own en seen:77 .e.see no, er,e5,7. gencie en'ed en the en, of else eseerilie .1,-:yen edges/is-re lee in fi7 er pees e,c O',1,-1,1 .1,94.-; q,9:007ei,
RLSIDEN 11AL LEGEND: B=E 4, *4, 410 r :JUNI., ;1014,1 BAYOUOI: FIGURE 2 DIA11lkA141 01, 111L SLIHEC F PROPER I S AND ADJOINING PRUP1:11iES PR 000011 OASOLINE SERVICE 5I041 RJR 080 LAS 1 14 WI 1 RO CLAWSON, MI ORN Ts/mw 60014 KY: KW 3/13/2012 FILE ROYAL
, 02-515-1---0F02R0t,i 53 ROCHESTER ROAD DAIRY BAR. APPROXIMATE LOCATION OF FORMER A'.3.TS APPROXIMATE Lo._;ATION Or 12) FORMER 250-GALLC,N 06E0 OIL USTS 011 44 PIPES 1111 PIPES ------ Ea EAST 14 MILE ROAD 0E110I01 AREA cL.LE, SERVICE AREA It T SIORAGE AREA RETAIL AREA 0 APPROXIMATE LOCATION OF 1 GAMER GASOLINE DIESEL UST CAS 1: 14 !_%111,E ROAD -4 ROCA LLSTEII itl..).A.1) 47.IS ROCHLSILR ROAD VAL'S PET SIllPI.IES II tiASOLINE DISPENSING STA LICN 14 - 2-1 ROCIILSIER ROAD Li rcio GASOLINE DISPENSING STA'l ION 115 IWO CA'S 1'
Appendix D
add itiorialSamplin of Soil and roundwater Soil Removal;3L0 2.212Lyast_ yaualiarrier Additional Response Activities Demolition of Existi Buildin Asbestos Survey_. Preparation of Brownfield Plan and Act 381 Workplan Browlifield Plan r---7— IPIpleet Sub Totals lirierc OCBRA Administrative Fees T1F Capture for RLF 4,290 7,500 30,000 •111.11111111 1111111111101 11111111101111 4,290 $ 17,500 30,000 ,330 9,650 ,500 $ 10,500 7,601) 92,370 13,856 31,000 25,000 7.600 92,370 13,856 31,000 $150(. :ler eachyear of capture_ $5,000 per year for each year following rebursementofeavihes li Phase II 9.650 1,500 10,500 BEA and Due Care Pan Due Care Activities _ - Soil Borimr 1111tonal soil and groundwater assessment able 1- 689 East 14 Mile Road, Clawson - Estimated Costs of Eligible Activities /Activity Baseline Environmen I Assessment Activities Total Estimated Cost School and Local MDEQ Ac 381 Eligible Activities Local Only Act 381 Eligible Activities Comments Total Cost of Eligible Activities to be Funded through TIF (include S OCBRA admin. Fees and RLF) 162,226 1 $ 162,226
1130311341 01 61407041 440561101 Nee table 1 136'933931319.03321310 .601/34 003 Co3 .630711106 POS45,1n151, PI,,,,ralion 3101063.111373 d 5 15% Confingomy ta/ 79111 4311,61131 13.1303871 by 116 0-611), 6371 Costs ly':l;1 9720on5d9 (4 971 009313 63 21 y0019 Tax 19933306 913339, Fob., 68133 7 659 Bag 14 Me, 06.30 60 701 ' 7011 . 1 011 201€ 018 F 2314 20111 2024 2227 0741 2031 2032 2033 2034 41111109.35 (1ew Texas-6415 1117) • 33710046s - Mirage $ 70.110 $ 73 ,0 $ 17' '00 5334.4 $ 7, len 8 375 " 0 304 "1" $ '71 01.•1., 0 $ .3 10 g , la, $ In ,ic 5 192 551 $ 336 153 5 '17 3011 $ 310 1. $ ,^ • 70 $ 130 '17 $1120,,It7 8,9330-01 18,1:11 (o1”mal. lot, 3533 31119y3r3) $ ,, ,,,, 111 170 ' V, 3o' $ 70 ,,, $ ,,, , ,,, $ ..• I' 170 $ 412051 3 3. • ' • • 11 )31 181 $ 60,, $ 408 CM 533595 $ ,.,,,, $ 413 137 5110,117 $ ..; , , $ 4 1 21? 1,1111 $ 'nil $ 418 376 $ 34%716 $ , 31 $ 473 159 $ 30 7,180 0 70 173 li • • • Al $ 476 765 $ 411,1 1 $ 366 115 $ '• •0533 T 70 170 3 135 13(31 $ 365,193 5 ,0.171 $ 439,717 $ 319,547 $ 71 170 $ 111 114 1171,041 $ 70,171 $ 445 555 $ 376,395 $ 71 n 70 $ 4511 041 $1112771 072 $ 1277 $ 1.277 $ 1,293 $ 1520$ 1,375 $ 1,841 $ 7757 $ 1,379 $ 1891 $ 1,407 $ 1,424 $ 1.442 $ 1,453 $ 1,477 $ 1,404 $ 1,912 $ 2630 $ 1,545 $ 1,507 $ 1.555 $ 1904 $ 79999 0.2415 $ 74 $ 74 $ 75 $ 70 $ 75 $ 77 $ 78 $ 79 $ 80 $ Al $ 82 $ 83 $ 84 $ 55 $ 85 $ 87 $ 85 $ 30 $ 90 $ Al $ 92 5 1,729 02101 $ 65 $ 55 $ 46 $ 67 $ 63 $ 59 $ 76 $ 71 $ 71 $ 72 $ 73 0 74 $ 75 $ 76 $ 77 $ 77 4 75 $ 79 $ BO $ 81 8 82 $ 1,538 90' 1A 85000 $ 100 $ 180 $ 182 4 184 $ 187 $ 189 $ 191 $ 193 $ 190 $ 131 $ 701 4 203 $ 205 $ 208 $ 210 $ 273 $ 215 $ 214 $ 221 $ 223 $ 225 $ 4,724 01730 $ 30 $ 30 $ 31 5 31 $ 32 3 32 • "• "" •• $ 32 $ 83 $ 33 3 34 $ 34 $ $4 $ 35 8 35 $ 35 $ 36 5 37 $ 37 $ 37 $ 30 $ 38 $ 716 02037 $ 61 $ 51 $ 62 $ 82 $ 13 8 64 $ 85 § 66 $ 66 $ 67 $ 66 5 59 $ 70 $ 70 $ 71 $ 72 5 73 $ 74 $ 75 $ 74 3 77 $ 1.417 12.0120 $ 3 135 $ 0500 $ 3,034 $ 4 033 $ 4,083 $ 4,133 $ 4,103 $ 4.234 $ 4 255 $ 4,317 $ 4390 $ 4443 $ 4.496 $ 4 550 $ 4,505 8 4,600 $ 4,716 $ 4,772 5 4 575 $ 4880 $ 1 044 $07011 4_2303 $ 1 292 $ 1,212 $ 1,309 8 1 124 $ 1,341 $ 1.357 $ 1.374 $ 1.390 5 1,407 $ 1.474 $ 1 441 $ 1,459 § 1,470 $ 1,494 $ 1,912 $ 1,510 4 1,048 $ 1.007 $ 150', $ 5604 $ '02 $ 30,351 III, 11 71 2.9907 $ 302 $ 302 $ 306 8 300 $ 313 $ 717 $ 321 $ 325 $ 329 $ 333 3 347 $ 341 $ 349 $ 349 $ 353 $ 350 $ 312 $ 366 $ 370 $ 375 $ 370 $ 7,092 0,3333 $ 102 $ 102 $ 103 $ 109 $ 105 S 107 $ 101 $ 103 $ 111 $ 117 $ 113 $ 115 $ 119 $ 117 $ 110 $ 120 $ 122 $ 123 $ 175 $ 120 $ 125 $ 7,138 0.6000 $ 193 $ 193 $ 186 $ 111 $ 190 $ 192 $ 194 $ 137 $ 199 $ 707 $ 704 $ 206 4 700 $ 211 $ 214 $ 217 $ 219 $ • Z712 $ 224 $ 227 5 231 5 4215 Tax. (3151.0106 EMZEll $ 1711,109 1 y F MN MN MOEN $ 7 5 , • $ 7 "03 $ 7089 $ 7 70.. $ 7.1,7 $ 7 073 5 S 5 111 $ 1 237 $ 8 ' 7 $ nr , $ ,. ,,o 4 s - 1 $ 3 777 $ 5 t 3 $ 5.983 5 1'7 5 $ • 9 $ 0 313 5 9 47' $ 1 •11 $ ' ''"" $ 4530 $ 1 '11 $ 1 509 $ 1 11 $ "1.1 ' • " $ 1.121 ' 1 500 $ 1 ' $ 1 '11 $ • 5. 6 1 1:1 $ 1 700 0 1 ' • : 6 7 '3,1 0 • 5'3 $ 1 ' / $ • '00 5 1 ,,, 4 0..119 $ 611110 3 695 $ 6118 $ 6 282 5 1 011 $ 1 973 7 4,511$ 6 1 6 117 5 5 : P11 l 5,473 ;I'! 06 141 Lapl47 $ 5,1161 $ , bob $ 18,104 $ 75,220 $ 30,510 $ 30 141 6 43,420 ' 44141474 $31007131101.7 • )€ ' '1.113 416 $ 145.180 "Ir.' rcr 9.9.73.53333t to Dovalopot !Int 333633,6 6190313 00391333 $ 106,726 $ 100,271 5 04 771 $ 04,121 $ 31,938 3 75.850 $ 49.279 8 62805 $ 56,235 $ 49,587 0 42 600 $ 35,933 $ 29 965 $ 71,895 $ 14,777 $ 7 445 1 93 $ - 8 $ - 5 - $ ^1 9 1 6 1 3331033917.0 1 693 Fund 9331164 1.0 t. 1.086 $ - 5 - $ - $ • 5 - $ - 5 $ $ $ $ - $ - $ - $ - 6 - - [ $ 5 000 $ 5,030 $ 0000 $ 5,113 $ 5000 $ 2,004 15.3660335r1231311136.31331 (107:610 133316,7313, 1 3. 9,r371 2,01311A 1313,33.0yo1305 70130
Resolution #13094 May 9, 2013
Moved by Long supported by Quarles the resolutions (with fiscal notes attached) on the amended
Consent Agenda be adopted (with accompanying reports being accepted and appointments being
confirmed).
AYES: Dwyer, Gershenson, Gingell, Gosselin, Hatchett, Hoffman, Jackson, Long, Matis,
McGillivray, Middleton, Quarles, Runestad, Scott, Taub, Weipert, Woodward, Zack, Bosnic,
Crawford. (20)
NAYS: None. (0)
A sufficient majority having voted in favor, the resolutions (with fiscal notes attached) on the amended
Consent Agenda were adopted (with accompanying reports being accepted and appointments being
confirmed).
I HEREBY APPROVE THE FOREGOING RESOLUTION
STATE OF MICHIGAN)
COUNTY OF OAKLAND)
I, Lisa Brown, Clerk of the County of Oakland, do hereby certify that the foregoing resolution is a true and
accurate copy of a resolution adopted by the Oakland County Board of Commissioners on May 9, 2013,
with the original record thereof now remaining in my office.
In Testimony Whereof, I have hereunto set my hand and affixed the seal of the County of Oakland at
Pontiac, Michigan this 9 th day of May, 2013.
44,
Lisa Brown, Oakland County