Social Housing Task Force — Portland, ME
Date: 2026-05-13
Time: 18:00

SOCIAL HOUSING TASK MEMBERS
 City Councilor Kate Sykes, Co-Chair
FORCE City Councilor Sarah Michniewicz
 Paul Styslinger
Wednesday, May 13, 2026 at 6:00 PM Bill Stauffer
 Jason Spector
City Hall Basement Room 24 Kippy Catherine Buxton
Richardson Room Wendy Cherubini
 Cullen Ryan
 Matthew Peters
 Kristin Leffler
 Jon Fetherston, Co-Chair
 Jonathan Culley
 Tim Wells




The Social Housing Task Force will conduct this meeting in person. If you are not able to attend in person, a
recording will be available in the Agenda Center following the meeting.



PUBLIC COMMENT INFORMATION:
To submit written public comment on an agenda item, email socialhousingtaskforce@portlandmaine.gov.
Submissions must be received by 12:00 pm the day before the Social Housing Task Force meeting to guarantee
their inclusion in the agenda packet. All submissions must include the commenter's name and legal address. To
help ensure your comment is submitted for the correct item, please include the name of the agenda item (see
below).


AGENDA:

1. Review and Approve Minutes from the April 22, 2026 Meeting

 i. SHTF Draft Minutes of Meeting 04.22.2026
2. Administrative Updates, Announcements, etc., as needed

3. Updates regarding 0 Cornell Street - Mary Davis

 i. Staff Memo
 ii. Real Estate Tax Information
 iii. 1999 Brownfield Site Assessment Report
 iv. 2008 Information
 v. 2015 Phase 1 ESA
 vi. 2015 Information
 vii. 2016 Information
4. Debrief and Discussion regarding PHA Memorandum from 04.22.2026 Meeting
 1
 i. PHDC Memo to SHTF 04.22.2026
5. Discussion regarding draft Cornell Street pro forma - Jonathan Culley/Matt Peters

6. General Discussion regarding desired / anticipated public outreach.




 2

SOCIAL HOUSING TASK MEMBERS
 City Councilor Kate Sykes, Co-Chair
FORCE City Councilor Sarah Michniewicz
 Paul Styslinger
Wednesday, May 13, 2026 at 6:00 PM Bill Stauffer
 Jason Spector
City Hall Basement Room 24 Kippy Catherine Buxton
Richardson Room Wendy Cherubini
 Cullen Ryan
 Matthew Peters
 Kristin Leffler
 Jon Fetherston, Co-Chair
 Jonathan Culley
 Tim Wells




The Social Housing Task Force will conduct this meeting in person. If you are not able to attend in person, a
recording will be available in the Agenda Center following the meeting.



PUBLIC COMMENT INFORMATION:
To submit written public comment on an agenda item, email socialhousingtaskforce@portlandmaine.gov.
Submissions must be received by 12:00 pm the day before the Social Housing Task Force meeting to guarantee
their inclusion in the agenda packet. All submissions must include the commenter's name and legal address. To
help ensure your comment is submitted for the correct item, please include the name of the agenda item (see
below).


AGENDA:

1. Review and Approve Minutes from the April 22, 2026 Meeting

 i. SHTF Draft Minutes of Meeting 04.22.2026
2. Administrative Updates, Announcements, etc., as needed

3. Updates regarding 0 Cornell Street - Mary Davis

 i. Staff Memo
 ii. Real Estate Tax Information
 iii. 1999 Brownfield Site Assessment Report
 iv. 2008 Information
 v. 2015 Phase 1 ESA
 vi. 2015 Information
 vii. 2016 Information
4. Debrief and Discussion regarding PHA Memorandum from 04.22.2026 Meeting
 1

 Page 1
 i. PHDC Memo to SHTF 04.22.2026
5. Discussion regarding draft Cornell Street pro forma - Jonathan Culley/Matt Peters

6. General Discussion regarding desired / anticipated public outreach.




 2

 Page 2
Social Housing Task Force Minutes of Business Meeting held April 22, 2026 at 6:00 pm.

A recording of the meeting is posted here. These minutes provide a record of those in attendance, the general
discussion taking place, and motions made. Please refer to the recording for discussion details.


In attendance:
City Councilor Kate Sykes – Co-Chair
Jon Fetherston – Co-Chair
Bill Stauffer
Wendy Cherubini
Jonathan Culley
Jason Spector
Catherine Buxton
City Councilor Sarah Michniewicz
Paul Styslinger
Cullen Ryan
Tim Wells
Kristin Leffler

Leah Bruns, Executive Director, Portland Housing Authority
Jay Waterman, Director of Real Estate Development, Portland Housing Authority

Mary Davis, Division Director, City’s Housing and Community Development Division
Christian Roadman, GPCOG, Senior Planner


The meeting started at approximately 6:06 PM. It opened with approval of the minutes from April 8, 2026 (moved by
Cullen Ryan, seconded by Chair Fetherston, with unanimous approval).

Christian Roadman provided administrative updates, noting that he continues to accept W9s from anyone interested in
receiving a stipend for their participation.

The group held a round of introductions.

Jay Waterman presented a memo he prepared discussing Portland Housing Authority’s (PHA) understanding of the task
force's goals and two potential projects a City social housing effort could potentially invest in and collaborate on. First,
he outlined an infill Congress Street project that PHA intends to submit to the City, for 54 one-bedroom units in a seven-
story building (PHA has an option on the property, which is near Maine Medical Center). While PHA originally intended
to use Low-Income Housing Tax Credits (LIHTC) as part of the project, he noted that for this exercise they were excluded
from the hypothetical project pro forma given the task force’s interests in partnering on a project and avoiding reliance
on / competition for LIHTC resources.

Questions, answers, and relevant discussion ensued regarding the project, as well as the assumptions Mr. Waterman
used. These included assumed area median income (AMI) targets, project size and unit mix, as well as the potential for
use of a condominium structure to keep a LIHTC and a social housing initiative as separate entities within the same
broader project. Relevant discussion followed.

Jay Waterman briefly introduced a concept regarding the City’s 21 Randall Street property, which is a much smaller lot
and PHA is considering for a homeownership project. Brief commentary from the task force followed to the effect that
homeownership is interesting and potentially fits within the social housing mission but probably isn't the right approach
for a first project. PHA discussed its financing and project assumptions, including that the City might donate the land.


 Page 3
However, because the project as currently imagined is geared towards homeownership instead of rental, it did not merit
much discussion at present.

The task force briefly discussed the potential for the City to change zoning, but how such an approach could be seen as a
special exception or foster political peril for important efforts.

Jay Waterman and Leah Bruns discussed other, City and PHA-owned properties that could yield potential additional
density or new projects. They acknowledged that opportunities in East Bayside may align well with the timeline of a
Portland social housing effort.

Discussion followed regarding City-owned properties the task force discussed at its April meeting, including 0 Cornell
Street (a brownfield site with zoning that could yield approximately 40-50 units). The task force expressed interest in
PHA running financing models regarding that project, to see if a collaboration might be fruitful. Mary Davis
acknowledged that more information regarding that property is forthcoming.

Chair Sykes acknowledged that right now the task force is approaching housing from a scarcity mindset, but the goal is
to create a compounding resource that is constantly creating more housing– instead of trying to fix one shortfall or gap.
Cullen Ryan acknowledged that with one sizeable bond, the City could facilitate a good project – then propose a bond
that is several times larger to do more. Jason Spector agreed that an important proof of concept will be the actual
construction of a building. Discussion followed regarding potential approaches and strategies to moving forward,
renewing investment, and gaining support.

Jonathan Culley asked PHA staff what they would need from the City to act as a developer on their behalf on a City-
owned site. Jay Waterman responded that a memorandum of understanding might be appropriate, and that initial
understanding of geotechnical, environmental, and zoning issues would need to occur; if the City could do some due
diligence upfront (i.e., a phase 1 and, if necessary, a phase 2 environmental assessment, or a geotechnical assessment)
before PHA came onboard that would allow PHA to avoid assuming financial risk. He also acknowledged the importance
of understanding the City’s demands and what it is willing to provide.

Mary Davis noted that the concept of social housing isn’t necessarily a barrier, but the creation of a new financing model
is a challenge. Jay Waterman confirmed that if PHA isn’t pursuing a LIHTC deal, they’ll need to understand how they’re
expected to work; the City will need to understand and clarify what it can bring to the table, like bonding.

Discussion continued regarding deliverables and goals for the task force. Jonathan Culley stated that he would like to
identify a project that the task force is recommending to the City Council as a viable option. Paul Styslinger said that he
would like to have the task force present two options: a City-owned parcel model and a density-maximization
partnership with PHA, identifying the potential costs for both.

The group briefly discussed whether any PHA governance shift – particularly regarding the Board of Directors - would be
required or advisable if a partnership between that organization and the City is to come to fruition. Participants
acknowledged that this could involve significant process and potentially unnecessary complication.

The task force confirmed that the next meeting is scheduled for May 13, and that Mary Davis will be seeking out more
information regarding the 0 Cornell Street property in the interim.

The meeting adjourned at approximately 7:59 pm (moved by Chair Fetherston, seconded by Tim Wells, with unanimous
approval).




 Page 4
City of Portland | Housing and Economic Development
Department
Mary Davis, Division Director
Housing and Community Development

To: Social Housing Task Force
Meeting Date: May 13, 2026




AGENDA ITEM: Agenda Item 3. Updates Regarding 0 Cornell Street

BACKGROUND/ANALYSIS: For over two decades, Cornell Street has seen various development
proposals. A 2005 Purchase and Sale Agreement involving the city included an escrow
component where the buyer deposited $355,000. Because the buyer failed to submit required
permit applications by the designated deadline, the city's legal team is currently moving to void
the escrow agreement. Successfully voiding this agreement will grant the city access to these
funds, which can then be allocated toward further environmental assessments or remediation
expenses.

The site's industrial history dates back to 1895 with a billiard ball manufacturer that later
produced clay casino chips. After being used by an asbestos abatement company in the late
1980s, the property was abandoned following the first of several building fires in October 1989.

Environmental concerns were highlighted in a 2015 Phase I Assessment, which identified high
levels of arsenic and lead. Remediation estimates at that time varied between $3 million and $9
million for out-of-state soil disposal, depending on soil treatment. Alternatively, onsite storage
of treated, non-hazardous soil was estimated at $2 million. To determine next steps, the city has
asked its Brownfield Grant consultant to estimate the cost of reviewing our existing records and
determining next steps, including the cost to complete Phase I and Phase II Environmental Site
Assessments.

ATTACHMENTS
0 Cornell Tax Card / 0 Cornell Tax Map
Brownfield Site Assessment Report by MDEP of 2-24-1999
1-25-2008 Letter to MDEP from St. Germain & Assoc.
1-25-2008 Site Investigation Report from St. Germain & Assoc.
4-4-2008 MDEP NAA Letter to Morrills Crossing - 0 Cornell St.
15056 Burt Company ESA Phase 1 - Final 7-20-2015
15426. VRAP App Covletter of 12-11-2015 w App.
15426B-151217 Survey by STO 11-2015
12-28-2015 Letter from MDEP acknowledging receipt of VRAP Application
1-15-2016 DEP Field Determination Form Report
1-15-2016 Letter from STI to MDEP with RAP for Cambridge and Cornell Sts.
Enc to STI Letter to MDEP VRAP 1-2016



 1

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0 Cornell




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Page 64
 PHASE I
ENVIRONMENTAL SITE ASSESSMENT

 Former Burt Company Parcel
 1 Cambridge Street
 Portland, Maine 04103


 Prepared for

 The City of Portland
 389 Congress Street
 Portland, Maine 04101



 July 20, 2015


 75 John Roberts Road – Suite 1A, South Portland, ME 04106-6963  207.200.2100  Fax: 207.856-2206
 Page 65
 Table of Contents

1.0 Executive Summary 1

2.0 Introduction 4
 2.1 Purpose 4
 2.2 Scope of Work 5
 2.3 Assumptions 5
 2.4 Limitations, Exceptions, and Additions 5
 2.5 Special Terms and Conditions 6
 2.6 Reliance 6

3.0 Site Description 7
 3.1 Location and Legal Description 7
 3.2 Site and Vicinity General Characteristics 7
 3.3 Current Use of the Property 7
 3.4 Description of Site Improvements 8
 3.5 Current Uses of Adjoining Properties 8

4.0 User Provided Information 9
 4.1 Title Records 9
 4.2 Environmental Liens/ Use Limitations 9
 4.3 Special Knowledge 9
 4.4 Commonly Known or Reasonably Ascertainable Information 9
 4.5 Valuation Reduction for Environmental Issues 9
 4.6 Owner, Property Manager, and Occupant Information 9
 4.7 Reason for Performing Phase 1 Assessment 9

5.0 Records Review 10
 5.1 Standard Environmental Record Sources 10
 5.1.1 State Sites 10
 5.1.2 LUST Sites 11
 5.1.3 State VCP Sites 12
 5.2 Additional Environmental Record Sources 13
 5.3 Physical Setting Sources 13
 5.4 Historical Use Information on the Property 15
6.0 Vapor Encroachment Screening 16
 6.1 Purpose 16
 6.2 Methodology 16
 6.3 Findings 16




Environmental Site Assessment -i- 15056
Former Burt Company Parcel

 Page 66
7.0 Site Reconnaissance 17
 7.1 Methodology and Limiting Conditions 17
 7.2 General Site Setting 17
 7.3 Exterior Observations 17
 7.4 Interior Observations 17

8.0 Interviews 18
9.0 Data Gaps 19
10.0 Findings 20
11.0 Opinion 23
12.0 Conclusions 24
13.0 Deviations 25
14.0 Additional Services 26
15.0 References 27
16.0 Signature of Environmental Professionals 28

17.0 Qualifications of Environmental Professionals 29

18.0 Appendices 30

 Figures
 Appendix A: Site Photographs
 Appendix B: Regulatory Records Documents
 Appendix C: Interview Documents
 Appendix D: Historical Research Documents
 Appendix E: Burt Company Environmental Documents
 Appendix F: MDEP Spill Reports
 Appendix G: Historical Environmental Records




Environmental Site Assessment - ii - 15056
Former Burt Company Parcel

 Page 67
 PHASE I ENVIRONMENTAL SITE ASSESSMENT

 Former Burt Company Parcel
 1 Cambridge Street
 Portland, Maine


1.0 Executive Summary

 Sebago Technics, Inc. (STI) was retained by The City of Portland, to conduct a Phase I
 Environmental Site Assessment (ESA) of the former Burt Company property located at 1
 Cambridge Street, identified as Lot 13, Block A, on Tax Map 151A in the City of Portland
 Assessors database. This work was done in conformance with ASTM Standard
 Practice E 1527-13.
 The subject site consists of a generally square shaped parcel with the listed address of 1
 Cambridge Street and is identified as Lot 13, Block A, on Tax Map 151A in the City of Portland
 Assessors database (see Figure 2-Site Sketch). The site contains is currently vacant, having been
 the former location of the Burt Company billiard ball and poker chip manufacturing company.
 The property is located at the southern terminus of Cambridge Street, between residential
 development to the north, mainly industrial and warehousing to the south, commercial and
 retail development to the west, and a large storage warehouse immediately to the east of the
 property.
 The general characteristics of the site and vicinity are urban, densely developed property in a
 mix of residential and industrial developed portion of the City. The subject site lies to the
 northwest of the Rocky Hill industrial area and former quarry. The subject site, and land to the
 northwest appears to be vacant former industrial/commercial properties with a number of
 vacant buildings and parking lots. The site is located within the C-36 conditionally commercially
 zoned district of Portland. The area surrounding the property is used for a mix of residential,
 industrial, and commercial purposes within the Read Street and Quarry Road corridor.
 The current use of the property is vacant and undeveloped. The property is mainly secure with
 fencing, but is accessible by transients. Exterior portions of the property are currently impacted
 by sporadic solid waste dumping, which was observed in two areas of the site within the
 drainage ditch bisecting the center of the site.
 Site improvements observed include perimeter fencing, a man-made drainage ditch containing
 culverted crossings which bisects the site, riprap areas on some perimeter drainage areas, and
 remnants of paved and gravel surface areas remaining from the former Burt Company
 operations. A utility pole containing overhead utility wires located on the western side of the
 parcel extends utilities to utility poles within Cambridge Street. Previous site improvements
 associated with the former Burt Company operations on site include two main operations
 buildings, an office building, garages, storage trailers, and areas of concrete storage pads
 contains accessed by paved and gravel access driveways. These structures were removed by
 demolition in 1999. The site has remained vacant since.
 Central Maine Power (CMP) Company provides electrical power to the site. Potable water is
 provided by the Portland Water District and sanitary sewerage for the site is supplied by City of
 Portland Sanitary District.


Environmental Site Assessment -1- 15056
Former Burt Company Parcel

 Page 68
 Solid waste was observed dumped on exterior portions of the subject site. Waste such as tires,
 appliances, construction debris, wood waste, clothes and assorted household waste was
 observed dumped in the drainage channel bisecting the property. This dumping would be
 considered a de minimis condition, and other than unsightly, is not expected to significantly
 impact the subject site.
 No areas of petroleum impacted soils and/or stressed vegetation was observed on the exterior
 portions of the site. No storage tanks were observed on the exterior portion of the property.
 No polychlorinated biphenyl (PCB) containing equipment was observed on exterior portions of
 the site. No areas of significant fill or excavation were observed.
 Environmental Data Resources (EDR) identified numerous leaking underground/aboveground
 storage tank (LUST/LAST) sites within the American Society for Testing and Materials (ASTM)
 ½-mile radius of the subject site. STI identified three sites within the closest proximity and/or
 cross-gradient or upgradient to the subject site, as properties involving a LUST/LAST. In STI’s
 opinion, based on the distance and direction of the LUST sites, the availability of potable
 drinking water, and completion of remediation or lack of contamination at the properties, the
 EDR LUST/LAST sites are not considered RECs to the subject property.
 The subject site (Burt Company) is listed with the Maine Department of Environmental
 Protection (MDEP) as a State Hazardous Waste Site (SHWS), leaking aboveground storage tank
 (LAST) site, and is listed as a Federal Brownfields site. STI reviewed extensive files within the
 Maine Department of Environmental Protection’s file room database of pertinent
 environmental information. The property’s remaining contamination issues existing on the site
 are associated with elevated lead and arsenic levels remaining within soils on portions of the
 site. This site was the subject of environmental investigations beginning in the early 1990’s and
 most recently in 2008 as part of a Voluntary Response Action Program (VRAP) application to the
 MDEP for potential redevelopment of the site for detention ponds for a proposed shopping
 center, and portions of the site redeveloped as an athletic field. MDEP approved
 redevelopment plans at the time of the 2008 application, provided contaminated soils were
 placed under cover systems, or removed from the site altogether. Additional documents
 reviewed at MDEP for this assessment indicate “That the current site management of this
 project is sufficient to ensure that public health and/or the environment are properly
 protected”. STI contacted the current MDEP site representative concerning the current status
 of the site, whom confirmed the site has been characterized, however no remediation has been
 completed. While the current contamination on the site documented in these investigations
 appears to remain on site, and in its current condition do not pose an immediate threat to
 health and human safety, the documented lead and arsenic soil contamination on the property
 represents a recognized environmental condition (REC) on the subject site.
 EDR identified four State voluntary clean up (VCP) sites within the required ½ mile radius of the
 subject site. Each of these properties participated in the VRAP through the MDEP. With the
 exception of the Morrill’s Crossing property, records reviewed at MDEP indicate each of these
 properties designated as in “No Further Action” status following enrollment and remediation
 completed in conjunction with VRAP participation. Based on the “No Further Action” status and
 the distance of these properties from the subject site, these sites do not represent a REC to the
 subject property. Similar to the subject site, the Morrill’s Crossing properties are listed as a
 currently in “remediation stage”, noting remediation was needed, but not initiated. These
 properties are located to the northeast of the subject site, and were the subject of significant
 potential redevelopment proposed in 2008, which was terminated with site remediation never

Environmental Site Assessment -2- 15056
Former Burt Company Parcel

 Page 69
 conducted. Based on the subject site’s extensive previous environmental investigations, it does
 not appear any off site contamination associated with the Morrill’s Crossing properties have
 impacted the subject site.
 STI has performed a Tier I Vapor Encroachment Screening for the subject site in general
 conformance with the scope of work and limitations of ASTM Standard E2600-10. In general
 conformance with practice ASTM Standard E2600-10, the AOC did not contain instances of
 reported spills within the defined distances for known or suspect free-product/LNAPL petroleum
 contamination.
 STI has performed a Phase I ESA of the former Burt Company property located at 1 Cambridge
 Street, identified as Lot 13, Block A, on Tax Map 151A in the City of Portland Assessors database.
 The documented presence of lead and arsenic contaminated soils on portions of the property
 allowed to remain in place in their current condition represents a REC on the subject site.




Environmental Site Assessment -3- 15056
Former Burt Company Parcel

 Page 70
2.0 Introduction

 STI was retained by The City of Portland, to conduct a Phase I ESA of the former Burt Company
 property located at 1 Cambridge Street, identified as Lot 13, Block A, on Tax Map 151A in the
 City of Portland Assessors database (hereinafter “subject site”; see Figure 2, Site Sketch). This
 work was done in conformance with ASTM Standard Practice E 1527-13.

 2.1 Purpose

 The purpose of this Phase I ESA is to identify “recognized environmental conditions”
 (RECs), “controlled recognized environmental conditions” (CRECs), and “historical
 recognized environmental conditions” (HRECs) as defined in ASTM Standard
 Practice E 1527-13. In addition, this ESA intends to identify environmental issues, which
 may be present in quantities and under conditions that may lead to contamination of
 the property (i.e., business environmental risk) although items listed in Section 13 are
 not included.

 A REC is defined in ASTM Standard Practice E 1527-13 as “the presence or likely
 presence of any hazardous substances (i.e., as defined under Comprehensive
 Environmental Response, Compensation, and Liability Act [CERCLA]) or petroleum
 products in, on, or at a property: (1) due to a 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”.

 A CREC is defined in ASTM Standard Practice E 1527-13 as “a recognized environmental
 condition resulting from a past release of hazardous substances or petroleum products
 that has been addressed to the satisfaction of the applicable regulatory authority, with
 hazardous substances or petroleum products allowed to remain in place subject to the
 implementation of required controls”.

 A HREC is defined in ASTM Standard Practice E 1527-13 as “a past release of hazardous
 substances or petroleum products that has occurred in connection with the property
 and has been addressed to the satisfaction of the applicable regulatory authority or
 meeting unrestricted use criteria established by a regulatory authority, without
 subjecting the property to any required controls”.

 The ASTM definition of REC does not include “de minimis” conditions, which generally
 do not present risk or harm to public health or the environment and that generally
 would not be the subject of an enforcement action if brought to the attention of the
 appropriate governmental agencies. Therefore, de minimis conditions are not
 considered RECs.

 A “business environmental risk” is defined in ASTM Standard Practice E 1527-13 as “a
 risk which can have a material environmental or environmentally-driven financial impact
 on the business associated with the current or planned use of a parcel of commercial
 real estate, not necessarily limited to those environmental issues required to be
 investigated in this practice.”


Environmental Site Assessment -4- 15056
Former Burt Company Parcel

 Page 71
 2.2 Scope of Work

 In performing the scope of work (SOW) for the Phase I ESA, STI performed the following
 activities:

  Records Review: Federal and State databases were reviewed by utilizing a
 database search provided by Environmental Data Resource, Inc. (FIRSTSEARCH)
 of Milford Connecticut. The FIRSTSEARCH report included information compiled
 from, but not limited to, the following federal databases:
 National Priority List (NPL); Comprehensive Environmental Response,
 Compensation, and Liability Information System (CERCLIS); Resource
 Conservation and Recovery Information System (RCRIS) Transportation, Storage,
 and Disposal (TSD); RCRIS Generator; Emergency Response Notification System
 (ERNS); State databases included: landfills; registered underground storage
 tanks (USTs); hazardous waste sites; and Maine Department of Environmental
 Protection (MDEP) State Spills Sites, which STI cross checks with leaking
 underground storage tank (LUST) sites, MDEP Bureau of Waste Management
 Hazardous & Oil Spill System Online Report Service, and City of Portland Fire
 Department file review. In addition, a historical records review included aerial
 photographs and historical topographic maps.
  Site Reconnaissance: STI conducted a site inspection to determine current
 conditions related to the following issues: oil and/or hazardous materials
 (OHM) storage and handling; USTs and aboveground storage tanks (ASTs); spills
 and/or dumping of OHM; and PCB-containing equipment.
  Vapor Migration Screening: When applicable, STI conducted vapor
 migration screening for this assessment in general conformance with ASTM
 Standard Practice E 2600-10, Standard Guide for Vapor Encroachment Screening
 on Property Involved in Real Estate Transactions.
  Interviews: Interviews/interactions with individuals who have specialized
 knowledge of past and present uses of the site and future intended uses,
 including the building owner.
  Report: Documentation of findings, opinions, and conclusions in accordance
 with Appendix 4 of ASTM Standard Practice E 1527-13.

 2.3 Assumptions

  Groundwater flow on the subject site is assumed to be parallel to the
 topographical gradient.

 2.4 Limitations, Exceptions, and Additions

 Limitations to the ASTM E 1527-13 SOW included:

  Adjoining property research was limited to those properties directly abutting
 the subject site, and historical information for the adjoining properties was


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 limited to the information revealed during research conducted on the subject
 site.
  No assessment of non-scope considerations (i.e., ACBM, Biological agents,
 Radon, Lead-Based Paint, Lead in drinking water, wetlands, regulatory
 compliance, cultural and historical resources, industrial hygiene, health and
 safety, ecological resources, endangered species, indoor air quality unrelated to
 releases of hazardous substances or petroleum products into the environment,
 and Mold) is required for appropriate inquiry as defined by this practice and not
 included as part of this assessment.

 Exceptions to the ASTM E 1527-13 SOW included:

  There were no exceptions to the ASTM E 1527-13 SOW.

 Additional work conducted outside the ASTM E 1527-13 SOW included:

  No additional work was conducted outside the ASTM E 1527-13 SOW.

 2.5 Special Terms and Conditions

 The Terms and Conditions associated with this assessment are described in the
 agreement between The City of Portland and STI by contract dated June 17, 2015.

 2.6 Reliance

 This assessment has been performed for the exclusive use of The City of Portland. This
 entity is considered the “user’ of this report, seeking to use ASTM Practice E1527-13 to
 complete an ESA of the property. This assessment may not be relied upon by any other
 person or entity without the expressed written consent of STI and The City of Portland.
 The conclusions are based on the SOW described herein and referenced sources. The
 conclusions are limited by the SOW performed and the conditions at the subject site.
 No other warranty, expressed or implied, is indicated.




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3.0 Site Description

 3.1 Location and Legal Description

 The subject site consists of a generally square shaped parcel with the listed address of 1
 Cambridge Street and is identified as Lot 13, Block A, on Tax Map 151A in the City of
 Portland Assessors database. The site is currently vacant, having been the former
 location of the Burt Company billiard ball and poker chip manufacturing company. The
 property is located at the southern terminus of Cambridge Street, between residential
 development to the north, mainly industrial and warehousing to the south, commercial
 and retail development to the west, and a large storage warehouse immediately to the
 east of the property.

 The City of Portland Assessor Office on-line database indicates that the parcel is owned
 by the City of Portland. A copy of the property assessment record for the subject site, as
 obtained by STI, is provided Appendix D, Historical Research Documents. A legal
 description of the property was not provided by the client for this assessment.

 3.2 Site and Vicinity General Characteristics

 The subject site is currently vacant. The site was occupied by buildings until 1999 when
 the buildings were removed and the property was secured with fencing to prevent
 further vandalizing of the abandoned buildings by transients. The majority of the site
 has regained vegetative growth yet still contains some surface areas of old pavement
 and gravel. The site is located on the southwest corner of a residential city block,
 bounded by residences along Cambridge Street to the north, and commercial and
 industrial properties to the south, east, and west.

 The general characteristics of the site and vicinity are urban, densely developed
 property in a mix of residential and industrial developed portion of the City. The subject
 site lies to the northwest of the Rocky Hill industrial area and former quarry. The
 subject site, and land to the northwest appears to be vacant former
 industrial/commercial properties with a number of vacant buildings and parking lots.
 The site is located within the C-36 conditionally commercially zoned district of Portland.
 The area surrounding the property is used for a mix of residential, industrial, and
 commercial purposes within the Read Street and Quarry Road corridor. Information on
 the abutting properties is detailed in Section 3.5.

 3.3 Current Use of the Property

 The current use of the property is vacant and undeveloped. The property is mainly
 secure with fencing, but is accessible by transients. Exterior portions of the property are
 currently impacted by sporadic solid waste dumping, which was observed in two areas
 of the site within the drainage ditch bisecting the center of the site.




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 3.4 Description of Site Improvements

 Site improvements observed include perimeter fencing, a man-made drainage ditch
 containing culverted crossings which bisects the site, riprap areas on some perimeter
 drainage areas, and remnants of paved and gravel surface areas remaining from the
 former Burt Company operations. A utility pole containing overhead utility wires
 located on the western side of the parcel extends utilities to utility poles within
 Cambridge Street.

 Previous site improvements associated with the former Burt Company operations on
 site include two main operations buildings, an office building, garages, storage trailers,
 and areas of concrete storage pads contains accessed by paved and gravel access
 driveways. These structures were removed by demolition in 1999. The site has
 remained vacant since.


 3.5 Current Uses of Adjoining Properties

 The land in the vicinity of the site is developed for commercial, industrial and residential
 purposes. The property is bordered by the following structures and developments:

 North: The site is bordered directly to the north by the right-of-way for
 Cambridge Street, which intersects with Cornell Avenue. Residential
 development extends north from the subject site.

 South: Directly to the south are number of warehouses adjacent to Read Street
 and Quarry Road, including Cuddledown and Rocky Hill 1 & Rocky Hill 2
 storage warehouses. Abandoned rail lines area located between the
 subject site and these properties.

 East: The site is bordered directly to the east by the large storage building for
 Rocky Hill 1 & Rocky Hill 2, which are shipping and receiving facilities.
 Additional residential development extending from University Street is
 also located to the east, northeast of the site.

 West: The site is bordered to the west by more vacant properties extending to
 Morrill’s Corner, including vacant paved parking lots and a former metal
 manufacturing facility. Further west is the right-of-way for Forest
 Avenue, containing a mix of commercial and retail development.




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4.0 User Provided Information

 In accordance with the ASTM 1527-13 SOW, STI provided a User Questionnaire to the user (The
 City of Portland). Gregory Mitchell, Economic Development Director, City of Portland,
 completed the questionnaire and a summary of the information obtained is provided below. A
 copy of the completed User Questionnaire is provided in Appendix C, Interview Documents.

 4.1 Title Records

 Records reviewed at the City of Portland online Assessor’s database indicate the current
 owner of the subject site is the City of Portland. Title records for the subject site were
 not provided by the user for this assessment.

 4.2 Environmental Liens/Use Limitations

 The user indicated an “unknown” response to environmental liens or activity use
 limitations in place on the site.

 4.3 Specialized Knowledge

 The user reported no specialized knowledge of RECs or other potential environmental
 concerns in connection with the property.

 4.4 Commonly Known or Reasonably Ascertainable Information

 The user indicated a “yes” response to commonly known or reasonably ascertainable
 information about the property that would be indicative of releases or threatened
 releases.

 4.5 Valuation Reduction for Environmental Issues

 The user indicated a “no” response to purchase price being paid for the property
 reasonably reflecting the fair market value of the property.

 4.6 Owner, Property Manager, and Occupant Information

 STI provided an environmental questionnaire to the current owner of the property, and
 the user provided access to the property. The property is currently unoccupied and
 vacant, owned by the City of Portland.

 4.7 Reason for Performing Phase I Assessment

 It is the understanding of STI that the City of Portland is exploring the potential
 sale/swap of this property. The primary reason for performing this Phase I ESA of the
 property is to perform environmental due diligence prior to the transfer of this
 property.



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5.0 Records Review

 5.1 Standard Environmental Record Sources

 Environmental Data Resources (EDR) provided regulatory information for the subject
 site and surrounding properties using a database search. All unplottable (orphan) sites
 identified with an address were researched by STI and are included below as
 appropriate. Information pertaining to the identified sites is provided in the EDR Report
 and is included as Appendix B. In addition, definitions to the abbreviations listed below
 are provided in the EDR Report. The EDR database search included, but was not limited
 to, the following ASTM E 1527-13 required sites and radii:

  NPL (1 mile) No sites identified.
  CERCLIS (1/2 mile) No sites identified.
  RCRA CORRACTS (1 mile) No sites identified.
  RCRA TSD (1/2 mile) No sites identified.
  RCRA Generator (subject site and No sites identified.
 abutters)
  ERNS (subject site only) No sites identified.
  State Sites (CERCLIS equiv., 1 mile) Two sites identified and discussed
 below.
  Landfills (1/2 mile) No sites identified.
  LUST (1/2 mile) Three sites identified and discussed
 below.
  UST (site and abutters) No sites identified.
  State Voluntary Cleanup Program (VCP) Four sites identified and discussed
 Sites (1/2 mile) below.
  State Spill Sites (site and abutters) No sites identified.

 5.1.1 State Sites/CERCLIS Sites

 Two State Sites were identified within the required 1-mile search radius of the
 subject site. The subject site (Burt Company) and the Merrill Transport
 Company site were identified by EDR as State and/or CERCLIS Sites.

 The subject site (Burt Company) is listed with the USEPA as a State Hazardous
 Waste Site (SHWS), leaking aboveground storage tank (LAST) site, and is listed
 as a Federal Brownfields site. STI reviewed extensive files within the Maine
 Department of Environmental Protection’s file room database of pertinent
 environmental information. The property’s remaining contamination issues
 existing on the site are associated with elevated lead and arsenic levels
 remaining within soils on portions of the site. This site was the subject of
 environmental investigations beginning in the early 1990’s and most recently in
 2008 as part of a Voluntary Response Action Program (VRAP) application to the
 MDEP for potential redevelopment of the site for detention ponds for a
 proposed shopping center, and portions of the site redeveloped as an athletic
 field. MDEP approved redevelopment plans at the time of the 2008


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 application, provided contaminated soils were placed under cover systems, or
 removed from the site altogether. Additional documents reviewed at MDEP for
 this assessment indicate “That the current site management of this project is
 sufficient to ensure that public health and/or the environment are properly
 protected”. STI contacted the current MDEP site representative concerning the
 current status of the site, whom confirmed the site has been characterized,
 however no remediation has been completed. While the current contamination
 on the site documented in these investigations appears to remain on site, and in
 its current condition do not pose an immediate threat to health and human
 safety, the documented lead and arsenic soil contamination on the property
 represents a REC on the subject site. Copies of pertinent historical
 environmental reports and correspondence regarding the former Burt Company
 site are provided in Appendix E-Burt Company Environmental Documents.

 The Merrill Transport Company, located at 1037 Forest Avenue and 1/3-mile to
 the southwest of the site, was also identified as a SHWS in the MDEP database.
 This site has undergone extensive remediation associated with a former unlined
 holding pit. The site has received a “No Further Action” status from the MDEP,
 however the site still requires periodic sampling per a consent order on the
 property. Based on the distance and direction of this property from the subject
 site (1/3-mile), completion of remediation, and “No Further Action” decision in
 conjunction with MDEP oversight, this site does not represent a REC to the
 subject property.

 5.1.2 LUST Sites

 EDR identified numerous LUST sites within the American Society for Testing and
 Materials (ASTM) ½-mile radius of the subject site. STI identified the following
 three sites within the closest proximity and/or cross-gradient or upgradient to
 the subject site, as properties involving a LUST/LAST.

 Distance/Direction
 Site Location from Site (miles) Status
The Burt Company Subject Site N/A No Further Action
 (NFA)-1-2 Gallon
 AST Overfill
 Within Building.
 No Exterior
 Discharge.
M.L. Brewer Fine 91 Bell Street 905’ SSW Contamination w/
Woodworking UST Removal.
 Remediated
 Thorough VRAP.
 NFA
Morrill Street Associates 91 Bell Street 905’ SSW NFA-UST
 Abandoned in
 Place. No


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 Distance/Direction
 Site Location from Site (miles) Status
 Contamination
 Observed

 In STI’s opinion, based on the distance and direction of the LUST sites, the
 availability of potable drinking water, and completion of remediation or lack of
 contamination at the properties, the EDR LUST/LAST sites are not considered
 RECs to the subject property. Copies of the Maine Department of
 Environmental Protection (MDEP) spill reports containing specific details for
 each of these LUST sites are included in Appendix F-MDEP Spill Reports.

 Additionally, EDR identified numerous LUST/LAST sites within the ½-mile ASTM
 required reporting radius, that were investigated by STI and determined to have
 no impact to the subject site. These sites were associated with tank spills,
 releases or overfills, that were minor in nature and/or downgradient of the
 property. These sites are not connected hydrologically to the subject site and
 do not pose an environmental threat to the subject site.

 5.1.3 State Voluntary Cleanup Program (VCP) Sites

 EDR identified four State VCP sites within the required ½ mile radius of the
 subject site:

  Merrill Transport Company, Inc. - 1037 Forest Avenue
  Fill It Up Please - 1185 Forest Avenue
  Morrills Crossing (5 Parcels) - Morrill Street & Cornell Street
  Holden Company -75 Bishop Street

 Each of these properties participated in the VRAP through the MDEP. With the
 exception of the Morrill’s Crossing property, records reviewed at MDEP indicate
 each of these properties designated as in “No Further Action” status following
 enrollment and remediation completed in conjunction with VRAP participation.
 Based on the “No Further Action” status and the distance of these properties
 from the subject site, these sites do not represent a REC to the subject property.

 Similar to the subject site, the Morrill’s Crossing properties are listed as
 currently in “remediation stage”, noting remediation was needed, but not
 initiated. These properties are located to the northeast of the subject site, and
 were the subject of significant potential redevelopment proposed in 2008,
 which was terminated with site remediation never conducted. Based on the
 subject site’s extensive previous environmental investigations, it does not
 appear any off site contamination associated with the Morrill’s Crossing
 properties have impacted the subject site.




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 5.2 Additional Environmental Record Sources

 City of Portland Assessor, Code Enforcement Office and Fire Department Records. STI
 reviewed records at the City of Portland Assessor’s and Code Enforcement Offices (CEO).
 Assessor and CEO files provided STI with historical information, including property
 appraisal forms and tax maps, concerning past development at the subject site, as well
 as information regarding the site’s former use as the Burt Company manufacturing
 operations.

 STI visited the Portland Fire Department to review records concerning the subject site.
 Pertinent environmental records observed within the Portland Fire Department files
 reviewed for the property include the documentation of fires occurring at the site in
 1989 and 1990. The Portland fire department notified the MDEP of potential hazardous
 waste remaining in the vacant buildings on the property at that time. This waste was
 removed prior to the razing of the buildings in 1998.

 File reviews were also conducted at the City of Portland Code Enforcement and
 Assessor’s offices. Assessing record reviewed indicated the historical occupation of the
 site as commercial (Burt Company). Historical code enforcement files indicate the
 subject site’s structure was razed in 1998, as well as various previous building permits
 associated with the former manufacturing company. No other pertinent environmental
 information was observed in the files reviewed for this assessment at the city that STI
 had not already obtained from our MDEP review.

 5.3 Physical Setting Sources

 Topography. Review of site topography on the Portland West 7.5-Minute Quadrangle
 map indicates the following:

  The site has an average elevation of approximately 100 feet above mean sea
 level, and is located to the southeast of the intersection of Morrill’s Corner in an
 area depicted as Deering Junction on the USGS topographic map in Portland.
  The nearest surface water feature is a portion of Milliken Brook, which is not
 depicted on the topographic map. A small unnamed pond located to the east of
 the site, across Canco Road less than 1/2-mile from the site. Back Cove, a
 portion of Casco Bay is located approximately one mile to the southeast of the
 subject site. No significant natural features are located on the subject site.
  The topography of the site and surrounding area is relatively flat. The site is
 depicted on the USGS map as clear of vegetation and developed with structures,
 with the site located in an urban developed portion of Portland (1974 Map).
 The site is located within a densely populated portion of Portland, identified as
 the Deering Junction section of the City.

 A copy of the topographic map is provided as Figure 1, Site Location Map in the Figures
 portion of this report.




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 Flood: According to information provided on the Federal Emergency Management
 Agency (FEMA) Flood Insurance Rate Map (FIRM) for Portland, Maine, Community Panel
 No. 230051-0007C, the subject site is not located in a Flood Plain.

 Soils/Geology:

 Bedrock: The bedrock geology of the site is mapped as the Silurian-Ordivician
 Hutchins Corner Formation. This rock consists of bluish to purplish-gray,
 biotite-quartz-plagioclase granofels with thin interbeds of greenish-gray calc-silicate
 granofels. This rock may contain minor phyllitic schist layers. Bedding and foliation
 planes strike generally N50E with 40-degree southeast dip.
 Surficial: The surficial geology underlying the site is mapped as the Presumpscot
 Formation consisting of thick massive clay-silts with some interlayered fine sand
 lenses.
 Soils: According to the U. S. Department of Agriculture's (USDA’s) Cumberland
 County Soil Survey (CCSS), the soil underlying the site is classified as Buxton Silt
 Loam. The Buxton series consists of very deep, moderately well drained soils that
 formed in glaciolacustrine or glaciomarine deposits on coastal lowlands and river
 valleys. Slope ranges from 3 to 50 percent. Permeability is moderate or moderately
 slow in the surface horizon, moderately slow or slow in the upper part of the
 subsoil, and slow or very slow in the lower part of the subsoil and in the substratum.
 Mean annual temperature is about 45 degrees F, and mean annual precipitation is
 about 44 inches at the type location.

 Groundwater Hydrology: According to MGS Significant Sand & Gravel Aquifers Map
 No. 99-11, the subject site is not located on a significant sand and gravel aquifer. Based
 on local and regional topography and surface drainage, groundwater appears to follow
 the topography and move generally in a southeasterly direction towards Back Cove.

 5.4 Historical Use Information on the Property

 Records reviewed at the City of Portland’s Assessing offices indicate that the subject site
 is owned by the City of Portland. The City obtained the property through tax purposes
 in 1998. The property appears to have been originally developed in 1895 as a
 manufacturing facility for billiard balls, and eventually poker chips, with operations
 continuing at the property until 1988, when the property was sold to R.F. Investment
 Trust, at which time manufacturing operations ceased at the property.

 Following the ceasing of manufacturing operations at the site’s facility, it appears the
 property and structures remained vacant, apparently with numerous manufacturing
 equipment and materials allowed to remain on site, unprotected and unsecure allowing
 for site-wide vandalism, and two eventual fires in 1989 and 1990. As a result of the
 fires, and the observed condition of the property, the City of Portland Fire Department
 notified the Maine DEP informing them of the remaining hazardous materials at the
 property. Subsequent environmental investigations on the property revealed remaining
 containers of hazardous waste, as well as lead and barium concentrations detected in



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 soils at the site. The site was then officially designated a “State Uncontrolled Hazardous
 Substances Site”.

 With the site in an “uncontrolled” status, the Maine DEP conducted a cleanup of the
 remaining materials on the property and buildings with additional testing between 1991
 and 1992. No additional site investigations and/or remediation was conducted at the
 site until 1998, when Maine DEP conducted a Brownfield Site Assessment of the
 property. This assessment revealed two remaining areas of contamination including
 elevated lead and arsenic levels in soils on a portion of the property. At that time the
 buildings were also razed by the City of Portland.

 This site was the subject of an environmental investigation most recently in 2008 as part
 of a Voluntary Response Action Program (VRAP) application to the MDEP for potential
 redevelopment of the site for detention ponds for a proposed shopping center, and
 portions of the site redeveloped as an athletic field. Additional site investigations
 confirmed the elevated concentrations of lead and arsenic in soils on portions of the
 property. MDEP approved redevelopment plans at the time of the 2008 application,
 however provided contaminated soils were placed under cover systems, or removed
 from the site altogether.

 Practically reviewable and reasonably ascertainable resources reviewed for this
 assessment reveal the earliest reviewable records obtained for the subject site include
 the 1954, 1971, 1980, 1988 Sanborn Fire Insurance Maps. The 1954 earliest Sanborn
 Fire Insurance Map in the vicinity of the subject site depicts the subject site as the
 original Burt Company manufacturing facility, consistent with historical records
 reviewed for this assessment.

 Aerial photographs for the years 1956, 1960, 1970, 1975, 1987, 1992, 1997, 2003, 2006
 and 2007 were reviewed from EDR’s historical aerial photo collection. The photographs
 prior to 2003 indicate the subject site as the location of the Burt Company’s facility
 layout. Photographs after 1997 show the site similar to its existing condition. The
 surrounding vicinity was observed to be previous developed in most photos.

 The Burt Company’s historical location on the subject and documented presence of
 remaining soil contamination represents a CREC on the property.




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6.0 Vapor Encroachment Screening

 6.1 Purpose

 We have performed a Tier I Vapor Encroachment Screening for the subject site in
 general conformance with the scope of work and limitations of ASTM Standard E2600-
 10 Standard Guide for Vapor Encroachment Screening on Property Involved in Real
 Estate Transactions. The purpose of the Vapor Encroachment Screening (VES) is to
 identify existing or potential vapor encroachment conditions (VECs) affecting the
 subject site. A VEC is defined as “the presence or likely presence of volatile or toxic
 vapors in the subsurface of the target property caused by the release of vapors from
 contaminated soil or groundwater either on or near the target property”.

 6.2 Methodology

 ASTM Standard E2600-10 establishes an Area of Concern (AOC) for known or
 potentially contaminated properties, which is defined as 1/10-mile from the subject
 site for sites with known or suspect dissolved petroleum contamination, and1/3-mile
 from the subject site for sites with known or suspect free-product/LNAPL
 petroleum contamination and all other sites with known or suspect contamination
 with respect to the range of contaminants within the scope of CERCLA. STI identified
 all surrounding properties within the AOC and applies professional judgement to
 minimize the AOC using information such as groundwater flow direction and
 hydrological interpretations. These sites identified within the minimized AOC were
 evaluated with respect to chemicals of concern, depth to groundwater, soil
 conditions, soil gas conduits, remedial status, AULs, and other pertinent information to
 determine whether a VEC exists, likely exists, cannot be ruled out, or can be ruled
 out because a VEC does not exist or is not likely to exist.

 6.3 Findings

 In general conformance with practice ASTM Standard E2600-10, the AOC did not contain
 instances of reported spills within the defined distances for known or suspect free-
 product/LNAPL petroleum contamination.




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7.0 Site Reconnaissance

 7.1 Methodology and Limiting Conditions

 Site reconnaissance of the subject site was performed during a site visit conducted on
 June 24, 2015.

 7.2 General Site Setting

 The general site setting consists of the vacant subject site which contains recent tree
 growth following years of industrial activity removed from the site in 1999. The site was
 occupied by buildings and trailers until 1999 when the buildings were removed and the
 property was secured with fencing to prevent further vandalizing of the abandoned
 buildings by transients. The majority of the site has regained vegetative growth yet still
 contains some surface areas of old pavement and gravel. The site is located on the
 southwest corner of a residential city block, bounded by residences along Cambridge
 Street to the north, and commercial and industrial properties to the south, east, and
 west.

 7.3 Exterior Observations

  Utilities. CMP Company provides electrical power to the site. Potable water is
 provided by the Portland Water District and sanitary sewerage for the site is
 supplied by City of Portland Sanitary District.
  Surficial Staining. No areas of petroleum impacted soils and/or stressed
 vegetation was observed on the exterior portions of the site.
  Storage Tanks. No storage tanks were observed on the exterior portion of the
 property.
  PCB Containing Equipment. No PCB containing equipment was observed on
 exterior portions of the site.
  Solid Waste. Solid waste was observed dumped on exterior portions of the
 subject site. Waste such as tires, appliances, construction debris, wood waste,
 clothes and assorted household waste was observed dumped in the drainage
 channel bisecting the property. This dumping would be considered a de minimis
 condition, and other than unsightly, is not expected to impact the subject site.
  Areas of Fill/Excavations. No areas of significant fill or excavation were
 observed.

 7.4 Interior Observations

 Due to the undeveloped nature of the property, no interior observations were
 conducted on the subject site.




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8.0 Interviews

 Interviews conducted as part of this assessment include completion of an “All Appropriate
 Inquiry” User Questionnaire in accordance with the ASTM 1527-13 SOW and a standard
 environmental questionnaire by Gregory Mitchell, Economic Development Director, City of
 Portland, ME. The environmental questionnaire is provided in Appendix C of this assessment.
 Interviews were also conducted with representatives from the MDEP regarding the current
 status of the site.




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9.0 Data Gaps

 Based on information gathered as part of this assessment and STI’s professional experience,
 data gaps raising reasonable concerns affecting STI’s ability to identify RECs were not identified.




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10.0 Findings

 Based on the information gathered from activities associated with the SOW for this Phase I ESA,
 STI makes the following findings and opinions for the subject site:

  The subject site consists of a generally square shaped parcel with the listed address of 1
 Cambridge Street and is identified as Lot 13, Block A, on Tax Map 151A in the City of
 Portland Assessors database. The site contains is currently vacant, having been the
 former location of the Burt Company billiard ball and poker chip manufacturing
 company. The property is located at the southern terminus of Cambridge Street,
 between residential development to the north, mainly industrial and warehousing to
 the south, commercial and retail development to the west, and a large storage
 warehouse immediately to the east of the property.
  The general characteristics of the site and vicinity are urban, densely developed
 property in a mix of residential and industrial developed portion of the City. The subject
 site lies to the northwest of the Rocky Hill industrial area and former quarry. The
 subject site, and land to the northwest appears to be vacant former
 industrial/commercial properties with a number of vacant buildings and parking lots.
 The site is located within the C-36 conditionally commercially zoned district of Portland.
 The area surrounding the property is used for a mix of residential, industrial, and
 commercial purposes within the Read Street and Quarry Road corridor.
  The current use of the property is vacant and undeveloped. The property is mainly
 secure with fencing, but is accessible by transients. Exterior portions of the property are
 currently impacted by sporadic solid waste dumping, which was observed in two areas
 of the site within the drainage ditch bisecting the center of the site.
  Site improvements observed include perimeter fencing, a man-made drainage ditch
 containing culverted crossings which bisects the site, riprap areas on some perimeter
 drainage areas, and remnants of paved and gravel surface areas remaining from the
 former Burt Company operations. A utility pole containing overhead utility wires
 located on the western side of the parcel extends utilities to utility poles within
 Cambridge Street. Previous site improvements associated with the former Burt
 Company operations on site include two main operations buildings, an office building,
 garages, storage trailers, and areas of concrete storage pads contains accessed by paved
 and gravel access driveways. These structures were removed by demolition in 1999.
 The site has remained vacant since.
  CMP Company provides electrical power to the site. Potable water is provided by the
 Portland Water District and sanitary sewerage for the site is supplied by City of Portland
 Sanitary District.
  Solid waste was observed dumped on exterior portions of the subject site. Waste such
 as tires, appliances, construction debris, wood waste, clothes and assorted household
 waste was observed dumped in the drainage channel bisecting the property. This
 dumping would be considered a de minimis condition, and other than unsightly, is not
 expected to impact the subject site.
  No areas of petroleum impacted soils and/or stressed vegetation was observed on the
 exterior portions of the site. No storage tanks were observed on the exterior portion of

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 the property. No PCB containing equipment was observed on exterior portions of the
 site. No areas of significant fill or excavation were observed.
  EDR identified numerous LUST sites within the American Society for Testing and
 Materials (ASTM) ½-mile radius of the subject site. STI identified three sites within the
 closest proximity and/or cross-gradient or upgradient to the subject site, as properties
 involving a LUST/LAST. In STI’s opinion, based on the distance and direction of the LUST
 sites, the availability of potable drinking water, and completion of remediation or lack of
 contamination at the properties, the EDR LUST/LAST sites are not considered RECs to
 the subject property.
  The subject site (Burt Company) is listed with the USEPA as a State Hazardous Waste
 Site (SHWS), leaking aboveground storage tank (LAST) site, and is listed as a Federal
 Brownfields site. STI reviewed extensive files within the Maine Department of
 Environmental Protection’s file room database of pertinent environmental information.
 The property’s remaining contamination issues existing on the site are associated with
 elevated lead and arsenic levels remaining within soils on portions of the site. This site
 was the subject of environmental investigations beginning in the early 1990’s and most
 recently in 2008 as part of a Voluntary Response Action Program (VRAP) application to
 the MDEP for potential redevelopment of the site for detention ponds for a proposed
 shopping center, and portions of the site redeveloped as an athletic field. MDEP
 approved redevelopment plans at the time of the 2008 application, provided
 contaminated soils were placed under cover systems, or removed from the site
 altogether. Additional documents reviewed at MDEP for this assessment indicate “That
 the current site management of this project is sufficient to ensure that public health
 and/or the environment are properly protected”. STI contacted the current MDEP site
 representative concerning the current status of the site, whom confirmed the site has
 been characterized, however no remediation has been completed. While the current
 contamination on the site documented in these investigations appears to remain on
 site, and in its current condition do not pose an immediate threat to health and human
 safety, the documented lead and arsenic soil contamination on the property represents
 a REC on the subject site.
  EDR identified four State VCP sites within the required ½ mile radius of the subject site.
 Each of these properties participated in the VRAP through the MDEP. With the
 exception of the Morrill’s Crossing property, records reviewed at MDEP indicate each of
 these properties designated as in “No Further Action” status following enrollment and
 remediation completed in conjunction with VRAP participation. Based on the “No
 Further Action” status and the distance of these properties from the subject site, these
 sites do not represent a REC to the subject property. Similar to the subject site, the
 Morrill’s Crossing properties are listed as a currently in “remediation stage”, noting
 remediation was needed, but not initiated. These properties are located to the
 northeast of the subject site, and were the subject of significant potential
 redevelopment proposed in 2008, which was terminated with site remediation never
 conducted. Based on the subject site’s extensive previous environmental investigations,
 it does not appear any off site contamination associated with the Morrill’s Crossing
 properties have impacted the subject site.
  STI has performed a Tier I Vapor Encroachment Screening for the subject site in general
 conformance with the scope of work and limitations of ASTM Standard E2600-10. In

Environmental Site Assessment - 21 - 15056
Former Burt Company Parcel

 Page 88
 general conformance with practice ASTM Standard E2600-10, the AOC did not contain
 instances of reported spills within the defined distances for known or suspect free-
 product/LNAPL petroleum contamination.




Environmental Site Assessment - 22 - 15056
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11.0 Opinion

 The well documented environmental characterization of the property identifying elevated
 concentrations of lead and arsenic on portions of the property represents a REC on the subject
 site. Additionally, limited solid waste dumping was observed on the property as a result of
 unobstructed access to the site. No significant surficial staining was observed on exterior
 portions of the site. Consistent with recommendations in previous environmental investigations
 and conclusions on the subject site, in STI’s opinion, should the site be redeveloped, interested
 parties should enroll the site in the Maine DEP’s VRAP to mitigate the site’s existing
 contamination. Depending on future site redevelopment, remediation may be limited to
 mitigating subsurface contaminated soils with cover systems such as pavement, concrete or fill
 at a depth limiting exposure to the contaminants. Discussions with MDEP indicate the subject
 site’s existing contaminants in their present condition do not pose an immediate threat to
 human health and safety, and have been allowed to remain in place. The property should
 improve restrictions on access to deter further dumping or potential exposure to any remaining
 subsurface contaminants on the property.




Environmental Site Assessment - 23 - 15056
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12.0 Conclusions

 STI has performed a Phase I ESA of the former Burt Company property located at 1 Cambridge
 Street, identified as Lot 13, Block A, on Tax Map 151A in the City of Portland Assessors database.
 This work was done in conformance with ASTM Standard Practice E 1527-13. Any exceptions to
 or deletions from this practice are described in Section 2.4 of this report.
 The documented presence of lead and arsenic contaminated soils on portions of the property
 allowed to remain in place in their current condition represents a REC on the subject site.

 Solid waste was observed dumped on exterior portions of the subject site. Waste such as tires,
 appliances, construction debris, wood waste, clothes and assorted household waste was
 observed dumped in the drainage channel bisecting the property. This dumping would be
 considered a de minimis condition, and other than unsightly, is not expected to impact the
 subject site.




Environmental Site Assessment - 24 - 15056
Former Burt Company Parcel

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13.0 Deviations

 There have been no deviations or deletions from the ASTM Standard E 1527-13 practice in
 conducting this study and developing this report.




Environmental Site Assessment - 25 - 15056
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14.0 Additional Services

 The following are non-scope considerations in the conduct of a Phase I ESA under ASTM
 Standard E 1527-13:

  Asbestos Containing Materials (ACM)
  Radon
  Lead Based Paint
  Lead in Drinking Water
  Wetlands
  Regulatory Compliance
  Cultural and Historic Resources
  Industrial Hygiene
  Health and Safety
  Ecological Resources
  Endangered species
  Indoor Air Quality
  Biological Agents
  Mold




Environmental Site Assessment - 26 - 15056
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15.0 References

 City of Portland Assessors' Office, subject site ownership, map and parcel, zoning information,
 http://www.portlandassessors.com, June 22, 2015.

 City of Portland Fire Department, underground storage tank and spill incidences file, June 22,
 2015.

 Environmental Data Resources, Historical Aerial Photographs, 1956, 1960, 1970, 1975, 1987,
 1992, 1997, 2003, 2006 and 2007, June 18, 2015.

 Environmental Data Resources, Federal and State Regulatory Review Information, June 18,
 2015.

 Federal Emergency Management Agency, City of Portland Flood Map No. 230051-0007C, 2015.

 Hussey, A.M., II, 2003, Bedrock Geology of the Portland West Quadrangle, Maine Geol. Survey
 Open-file Report 03-94. Map at scale 1:24,000.

 Maine Department of Environmental Protection (MDEP), Brownfield Site Assessment Report Burt
 Company-Portland Maine, February 24, 1999.

 Maine Department of Environmental Protection (MDEP), Bureau of Waste Management,
 Augusta File Review, June 25, 2015.

 Maine Department of Environmental Protection (MDEP), Bureau of Waste Management,
 Hazardous & Oil Spill System on-line report system http://www.maine.gov/dep/rwm/hoss/,
 June 26, 2015.

 Sanborn Fire Insurance Maps, 1954, 1971, 1980, and 1988.

 Subject site reconnaissance, June 17 & 26, 2015.

 St. Germain & Associates, Site Investigation Report Parcel CP Morrill’s Crossing Project, Allen
 Avenue, Portland, Maine, January 25, 2008

 Thompson, W.B., 1997, The Surficial Geology of the Portland West Quadrangle, Maine. Geol.
 Survey Open-file Report 97-51. Map at scale 1:24,000

 United States Geological Survey, Portland West, Maine, Quadrangle, 1891, 1957, Photo - revised
 1978.

 User Questionnaire completed by Gregory Mitchell, Economic Development Director, City of
 Portland, ME, July 1, 2015.




Environmental Site Assessment - 27 - 15056
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16.0 Signature of Environmental Professionals

 Preparer:

 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 Part 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 appropriate inquires in conformance with the standards and practices set forth in
 40 CFR Part 312.




 Grant E. Austin
 Environmental Scientist




Environmental Site Assessment - 28 - 15056
Former Burt Company Parcel

 Page 95
17.0 Qualifications of Environmental Professionals

 Site reconnaissance, research, and report writing were performed by Grant E. Austin, an
 environmental scientist with a Bachelor of Science Degree in Environmental Science-Natural
 Resource Conservation (1997, Johnson State College, Johnson, VT).




Environmental Site Assessment - 29 - 15056
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18.0 Appendices

 Figures
 Appendix A: Site Photographs
 Appendix B: Regulatory Records Documents
 Appendix C: Interview Documents
 Appendix D: Historical Research Documents
 Appendix E: Burt Company Environmental Documents
 Appendix F: MDEP Spill Reports
 Appendix G: Historical Environmental Records




Environmental Site Assessment - 30 - 15056
Former Burt Company Parcel

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 Figures




Environmental Site Assessment 15056
Former Burt Company Parcel

 Page 98
Image Provided By EDR USGS Topographic Maps




 Boundaries are approximate


 SITE LOCATION MAP
 FORMER BURT COMPANY PARCEL
 1 Cambridge Street
 Portland Maine 04103
 PREPARED FOR: The City of Portland
 PROJ. MGR: GEA DATE: 6/30/2015
 DRAWN BY: GEA PROJ. #: 15056


 Page 99
 Image Provided By




 Boundaries are approximate


 SITE SKETCH
 FORMER BURT COMPANY PARCEL
 1 Cambridge Street
 Portland Maine 04103
PREPARED FOR: The City of Portland
PROJ. MGR: GEA DATE: 6/30/2015
DRAWN BY: GEA PROJ. #: 15056


 Page 100
 Appendix A
 Site Photographs




Environmental Site Assessment 15056
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  Photo 1: Easterly view of the subject site’s vacant property of the former location of the Burt
 Company located at 1 Cambridge Street in Portland, ME.




 Photo 2: Existing utility pole on the west side of the property overgrown with vegetation.



Photos-Former Burt Company -1- 15056


 Page 102
 Photo 3: Culverted drainage ditch bisecting the center of the subject site.




 Photo 4: Obscured view of Milliken Brook located on the southeast portion of the property.




Photos-Former Burt Company -2- 15056


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 Photo 5: Sporadic solid waste dumping observed in the center of the property.




 Photo 6: The largest area of solid waste observed dumped in the center of the property along
 the drainage ditch.



Photos-Former Burt Company -3- 15056


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 Photo 7: Old monitoring well observed on the northeast corner of the subject site.




 Photo 8: Adjacent residence off the northwest corner of the subject site.



Photos-Former Burt Company -4- 15056


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 Appendix B
 Regulatory Records Documents




Environmental Site Assessment 15056
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 Page 106
Burt Company
1 Cambridge Street
Portland, ME 04103

Inquiry Number: 4329842.2s
June 18, 2015




 EDR Summary Radius Map Report




 6 Armstrong Road, 4th floor
 Shelton, CT 06484
 Toll Free: 800.352.0050
 www.edrnet.com




 Page 107 FORM-NULL-PVC
 TABLE OF CONTENTS

 SECTION PAGE

 Executive Summary ES1
 Overview Map 2
 Detail Map 3
 Map Findings Summary 4
 Map Findings 8
 Orphan Summary 466
 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-14
 Physical Setting Source Map Findings A-16
 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
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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
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 TC4329842.2s Page 1


 Page 108
 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

 1 CAMBRIDGE STREET
 PORTLAND, ME 04103

COORDINATES

 Latitude (North): 43.6877000 - 43˚ 41’ 15.72’’
 Longitude (West): 70.2886000 - 70˚ 17’ 18.96’’
 Universal Tranverse Mercator: Zone 19
 UTM X (Meters): 396143.9
 UTM Y (Meters): 4837778.0
 Elevation: 90 ft. above sea level

USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY

 Target Property: TP
 Source: USGS 7.5 min quad index

AERIAL PHOTOGRAPHY IN THIS REPORT

 Portions of Photo from: 20110716
 Source: USDA




 TC4329842.2s EXECUTIVE SUMMARY 1


 Page 109
 MAPPED SITES SUMMARY


 Target Property Address:
 1 CAMBRIDGE STREET
 PORTLAND, ME 04103

Click on Map ID to see full detail.

MAP RELATIVE DIST (ft. & mi.)
ID  SITE NAME ADDRESS DATABASE ACRONYMS ELEVATION DIRECTION
A1 BURT COMPANY 1 CAMBRIDGE STREET ME RGA HWS TP
A2 BURT COMP 1 CAMBRIDGE ST ME SHWS, ME ALLSITES, ME LAST, ME BROWNFIELDS TP
A3 BURT COMPANY 1 CAMBRIDGE STREET CERCLIS TP
A4 BURT COMPANY 1 COMBRIDGE STREET ME RGA HWS TP
A5 BURT COMPANY 1 CAMBRIDGE STREET FINDS TP
A6 MORRILLS CROSSING (P CORNELL STREET ME ALLSITES, ME VCP Higher 79, 0.015, SSW
7 MORRILLS CROSSING (P MORRILL STREET ME ALLSITES, ME VCP Higher 262, 0.050, West
8 31 MORRILL ST EDR US Hist Auto Stat Higher 559, 0.106, WSW
9 MORRILLS CROSSING (P MORRILL STREET ME ALLSITES, ME VCP Higher 620, 0.117, WNW
B10 MAACO AUTO PAINTING 24 MORRILL ST RCRA-SQG, FINDS, NJ MANIFEST Higher 700, 0.133, WSW
B11 24 MORRILL ST EDR US Hist Auto Stat Higher 700, 0.133, WSW
12 MORRILLS CROSSING (P PRINCETON STREET ME ALLSITES, ME VCP Higher 782, 0.148, NNW
C13 M.L. BREWER FINE WOO 91 BELL STREET ME LUST Higher 905, 0.171, SSW
C14 MORRILL STREET ASSOC 91 BELL STREET ME LUST Higher 905, 0.171, SSW
C15 MORRILL ST ASSOC 91 BELL ST ME UST Higher 905, 0.171, SSW
C16 SMITH, DAVID 80 BELL ST ME UST Higher 937, 0.177, SSW
C17 NT FOX CO INC 73 BELL ST ME UST Higher 949, 0.180, SSW
18 AMERICAN NATL CAN CO 40 QUARRY ROAD RCRA NonGen / NLR Higher 1006, 0.191, SSE
19 LEE KELLEY 50 WOODLAWN AVE ME LAST Higher 1108, 0.210, NNW
D20 MEINEKE MUFFLER (FOR FOREST AVE @ MORRILL ME LUST Higher 1123, 0.213, WSW
E21 CLASSY CHASSIE CAR W 1139 FOREST AVE ME UIC, ME LUST Higher 1134, 0.215, WSW
E22 CLASSY CHASSIE CAR W 1139 FOREST AVE ME UST Higher 1134, 0.215, WSW
D23 MEINEKE DISCOUNT MUF 1155 FOREST AVE ME UST Higher 1141, 0.216, WSW
D24 MEINEKE DISCOUNT MUF 1155 FOREST AVE ME UIC, ME LUST Higher 1141, 0.216, WSW
D25 1155 FOREST AVE EDR US Hist Auto Stat Higher 1141, 0.216, WSW
E26 CUMBERLAND FARMS INC 1136 FOREST AVE ME UIC, ME LUST Higher 1147, 0.217, WSW
E27 CUMBERLAND FARMS - S 1136 FOREST AVE - RT ME LUST Higher 1147, 0.217, WSW
E28 CUMBERLAND FARMS INC 1136 FOREST AVE ME UST Higher 1147, 0.217, WSW
E29 CUMBERLAND FARMS #18 1132 FOREST AVENUE RCRA-CESQG Higher 1155, 0.219, WSW
E30 CUMBERLAND FARMS GUL 1132 FOREST AVENUE ME LUST Higher 1155, 0.219, WSW
F31 1129 FOREST AVE EDR US Hist Auto Stat Higher 1156, 0.219, WSW
F32 RICE, REBECCA 1129 FOREST AVE ME UST Higher 1156, 0.219, WSW
F33 FORMER GAS STA. (SUS 1127 FOREST AVE ME LUST Higher 1162, 0.220, SW
F34 1125 FOREST AVE EDR US Hist Auto Stat Higher 1169, 0.221, SW
F35 TEAM AUTO BODY 1125 FOREST AVE RCRA-SQG, FINDS Higher 1169, 0.221, SW
G36 DIXON ASSOC. (FORMER 1170 FOREST & STEVEN ME LUST Higher 1199, 0.227, West
H37 1113 FOREST AVE EDR US Hist Auto Stat Higher 1220, 0.231, SW
G38 DIXON ASSOC 1170 FOREST AVE ME UST Higher 1227, 0.232, West
H39 1109 FOREST AVE EDR US Hist Auto Stat Higher 1238, 0.234, SW

 4329842.2s Page 2


 Page 110
 MAPPED SITES SUMMARY


 Target Property Address:
 1 CAMBRIDGE STREET
 PORTLAND, ME 04103

Click on Map ID to see full detail.

MAP RELATIVE DIST (ft. & mi.)
ID  SITE NAME ADDRESS DATABASE ACRONYMS ELEVATION DIRECTION
I40 SCRUBADUB AUTO WASH 1185 FOREST AVE ME UST Higher 1243, 0.235, West
I41 FILL-IT-UP PLEASE 1185 FOREST AVE ME ALLSITES, ME UIC, ME LUST, ME INST CONTROL, ME... Higher 1243, 0.235, West
I42 FILL IT UP PLEASE 1185 FORST AVE ME LUST Higher 1243, 0.235, West
43 HERSEY RES. #5 - 237 ALLEN AVE ME LAST Higher 1243, 0.235, WNW
H44 GO GO BURGER 1108 FOREST AVE ME UST Higher 1247, 0.236, SW
H45 DR WOLF 1104 FOREST AVE ME UST Higher 1261, 0.239, SW
46 BURGESS FOBES PAINT 271 READ ST RCRA NonGen / NLR, FINDS Higher 1277, 0.242, SSW
47 HEAT OIL SPILL APT. BLDG. ME LUST Higher 1316, 0.249, NW
48 CASCO NORTHERN PROP. 844 STEVENS AVE ME LUST Higher 1350, 0.256, WSW
J49 MORRILLS CROSSING (P ALLEN AVENUE ME ALLSITES, ME VCP Higher 1370, 0.259, WNW
50 BINAX INC 217 READ STREET RCRA NonGen / NLR, FINDS, ME LUST, ME SPILLS Higher 1394, 0.264, South
K51 BIG APPLE GAS STA. 6 ALLEN AVE @ MORRIL ME LUST Higher 1424, 0.270, WNW
K52 BIG APPLE PORTLAND 6 ALLEN AVE ME UIC, ME LUST Higher 1424, 0.270, WNW
53 ME LUST Higher 1429, 0.271, SSE
54 CUMBERLAND FARMS #18 1136 FOREST AVE @ MO ME LUST Higher 1432, 0.271, WSW
L55 PERFORMANCE BRAKE 1080 FOREST AVE ME UIC, ME LUST Higher 1442, 0.273, SSW
L56 NORTHERN UTILITIES I 1075 FOREST AVE. ME LUST Higher 1471, 0.279, SSW
J57 YANKEE BINGO BUILDIN 33 ALLEN AVE. ME LUST Higher 1476, 0.280, WNW
K58 BIG APPLE 6 ALLEN AVE & FOREST ME LUST Higher 1526, 0.289, WNW
K59 BIG APPLE GAS STA. ALLEN AVE @ MORRILS ME LUST Higher 1526, 0.289, WNW
M60 SELTZER & RYDHOLM (P CANCO RD. ME LUST Lower 1623, 0.307, ESE
N61 BROCKWAY SMITH CO 203 REED ST ME LUST Higher 1644, 0.311, SSE
O62 MAINE ARMY NAT. GUAR 772 STEVEN’S AVE. ME LUST Higher 1648, 0.312, SW
N63 BROCKWAY - SMITH COM 203 READ ST., BOX 63 ME LUST Higher 1656, 0.314, SSE
P64 PRATT-ABBOTT CORP 1053 FOREST AVE ME UIC, ME LAST, ME SPILLS Higher 1667, 0.316, SSW
P65 REVISION HEAT CO. 1053 FOREST AVE, REA ME LAST Higher 1667, 0.316, SSW
O66 ME LUST Higher 1677, 0.318, SW
M67 SELTZER & RYDHOLM DI 250 CANCO RD ME UIC, ME LUST, ME SPILLS, ME TIER 2 Lower 1680, 0.318, ESE
P68 PRATT ABBOTT CLEANER 4 BELL ST. & FOREST ME LUST Higher 1715, 0.325, SSW
69 29 MAYFIELD ST ME LAST Higher 1770, 0.335, West
Q70 ME LUST Higher 1776, 0.336, SSW
Q71 MERRIL TRANS. OIL SP ME LUST Higher 1776, 0.336, SSW
Q72 MERRILL TRANSPORT CO 1037 FOREST AVE ME SHWS, ME ALLSITES, ME UST, ME INST CONTROL Higher 1782, 0.338, SSW
Q73 MERRILL TRANSPORT CO 1037 FOREST AVE CERC-NFRAP, RCRA NonGen / NLR, FINDS Higher 1782, 0.338, SSW
Q74 MERRILL TRANS. TRUCK 1037 FOREST & BELL ME LUST, ME SPILLS Higher 1801, 0.341, SSW
75 ME LUST Higher 1857, 0.352, NW
76 AMERICAN CAN COMPANY 184 READ ST. & CANCO ME LUST Lower 1875, 0.355, SSE
77 NELSON & SMALL INC 212 CANCO RD ME LUST, ME UST Lower 1880, 0.356, ESE
R78 CENTRAL MAINE POWER CANCO ROAD ME LUST, ME SPILLS Lower 1890, 0.358, SE

 4329842.2s Page 3


 Page 111
 MAPPED SITES SUMMARY


 Target Property Address:
 1 CAMBRIDGE STREET
 PORTLAND, ME 04103

Click on Map ID to see full detail.

MAP RELATIVE DIST (ft. & mi.)
ID  SITE NAME ADDRESS DATABASE ACRONYMS ELEVATION DIRECTION
R79 CMP FACILITY CANCO RD. ME LUST, ME SPILLS Lower 1890, 0.358, SE
R80 PORTLAND SERVICE BLD 162 CANCO RD ME UIC, ME LUST, ME SPILLS, ME TIER 2 Lower 1903, 0.360, SE
81 FORMER HOLDEN COMPAN 75 BISHOP STREET ME ALLSITES, ME SPILLS, ME INST CONTROL, ME VCP Higher 2027, 0.384, West
82 PCCI 1024 FOREST & ELMWOO ME LUST Higher 2067, 0.391, SSW
83 AMERICOLD LOGISTICS 165 READ ST ME UIC, ME LUST, ME LAST, ME AST, ME SPILLS, ME... Lower 2091, 0.396, SSE
84 SEAMUS HALEY 33 ELMWOOD ST ME LAST Higher 2125, 0.402, SSW
S85 WESTBOOK COLLEGE 716 STEVEN’S AVE. ME LUST, ME SPILLS Higher 2186, 0.414, SW
S86 UNIVERSITY OF NEW EN 716 STEVENS AVE ME LUST, ME LAST, ME SPILLS, ME AIRS, ME TIER 2 Higher 2186, 0.414, SW
S87 UNV OF NEW ENGLAND 716 STEVENS AVE - GI ME LUST Higher 2186, 0.414, SW
S88 UNE, WESTBROOK COLLE PROCTOR & ALEXANDER ME LUST Higher 2198, 0.416, SW
T89 HILTON, FRANCES & KA 1280 FOREST AVE. ME LAST Higher 2217, 0.420, WNW
U90 SPC TRANSPORT COMPAN 150 READ STREET AND ME LAST, ME SPILLS Lower 2247, 0.426, SSE
U91 SPC TRANSPORT - CORE 150 - 180 READ STREE ME LUST Lower 2247, 0.426, SSE
T92 JOHN BOURQUE 1289 FOREST AVE ME LAST Higher 2331, 0.441, WNW
93 MDEP - SOUTHERN ME R 312 CANCO RD ME LUST, ME LAST, ME SPILLS Lower 2335, 0.442, East
94 ST JOSEPHS CHURH STEVENS AVE ME LAST Higher 2373, 0.449, SSW
95 KELLY PROP. 40 WARREN AVE. ME LUST Higher 2447, 0.463, WNW
96 JANET BARBOUR 132 READ ST ME LAST Lower 2451, 0.464, SSE
97 JOSEPH RUSSO 30 CHESLEY AVE ME LAST Lower 2515, 0.476, NNE
V98 FATHER HAYES CENTER 673 STEVENS AVE ME LAST Higher 2615, 0.495, SSW
V99 EVERGREEN CEMETERY 672 STEVENS AVE ME LUST, ME UST Higher 2620, 0.496, SSW




 4329842.2s Page 4


 Page 112
 EXECUTIVE SUMMARY


TARGET PROPERTY SEARCH RESULTS
The target property was identified in the following records. For more information on this
property see page 8 of the attached EDR Radius Map report:

Site Database(s) EPA ID

BURT COMPANY ME RGA HWS N/A
1 CAMBRIDGE STREET Facility ID: REM00767
PORTLAND, ME



BURT COMP ME SHWS N/A
1 CAMBRIDGE ST : REMEDIATION STAGE - REMEDIATION NEEDED BUT NOT INITIATED
PORTLAND, ME Facility Id: REM00767

 ME ALLSITES
 Status: REMEDIATION STAGE -REMEDIATION NEEDED BUT NOT INITIATED
 Status: REMEDIATION STAGE - REMEDIATION NEEDED BUT NOT INITIATED
 Facility ID: REM00767

 ME LAST
 Spill Number: P-103-1999

 ME BROWNFIELDS
 Facility Status: REMEDIATION STAGE -REMEDIATION NEEDED BUT NOT INITIATED
 Facility Id: REM00767


BURT COMPANY CERCLIS MED985468024
1 CAMBRIDGE STREET Site ID: 0102158
PORTLAND, ME 04103 EPA Id: MED985468024



BURT COMPANY ME RGA HWS N/A
1 COMBRIDGE STREET
PORTLAND, ME



BURT COMPANY FINDS N/A
1 CAMBRIDGE STREET Registry ID:: 110009291621
PORTLAND, ME 04103




SURROUNDING SITES: SEARCH RESULTS
Surrounding sites were identified in the following databases.

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.




 TC4329842.2s EXECUTIVE SUMMARY 5


 Page 113
 EXECUTIVE SUMMARY


STANDARD ENVIRONMENTAL RECORDS


Federal CERCLIS NFRAP site List

CERC-NFRAP: A review of the CERC-NFRAP list, as provided by EDR, and dated 10/25/2013 has revealed
that there is 1 CERC-NFRAP site within approximately 0.5 miles of the target property.

  Equal/Higher Elevation
  ____________________ Address
 ________ Direction / Distance
 ___________________ Map
 _____ID Page
 _____
  MERRILL TRANSPORT CO 1037 FOREST AVE SSW 1/4 - 1/2 (0.338 mi.) Q73 25




Federal RCRA generators list

RCRA-SQG: A review of the RCRA-SQG list, as provided by EDR, and dated 03/10/2015 has revealed that
there are 2 RCRA-SQG sites within approximately 0.25 miles of the target property.

  Equal/Higher Elevation
  ____________________ Address
 ________ Direction / Distance
 ___________________ Map
 _____ID Page
 _____
  MAACO AUTO PAINTING 24 MORRILL ST WSW 1/8 - 1/4 (0.133 mi.) B10 10
  TEAM AUTO BODY 1125 FOREST AVE SW 1/8 - 1/4 (0.221 mi.)  F35 15




RCRA-CESQG: A review of the RCRA-CESQG list, as provided by EDR, and dated 03/10/2015 has revealed
that there is 1 RCRA-CESQG site within approximately 0.25 miles of the target property.

  Equal/Higher Elevation
  ____________________ Address
 ________ Direction / Distance
 ___________________ Map
 _____ID Page
 _____
  CUMBERLAND FARMS #18 1132 FOREST AVENUE WSW 1/8 - 1/4 (0.219 mi.) E29 14




State- and tribal - equivalent CERCLIS

ME SHWS: A review of the ME SHWS list, as provided by EDR, and dated 04/14/2015 has revealed that
there is 1 ME SHWS site within approximately 1 mile of the target property.

  Equal/Higher Elevation
  ____________________ Address
 ________ Direction / Distance
 ___________________ Map
 _____ID Page
 _____
  MERRILL TRANSPORT CO 1037 FOREST AVE SSW 1/4 - 1/2 (0.338 mi.) Q72 24
 : OPERATION AND MAINTENANCE
 Facility Id: REM00768




State and tribal leaking storage tank lists

ME LUST: A review of the ME LUST list, as provided by EDR, and dated 05/02/2015 has revealed that




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 EXECUTIVE SUMMARY

there are 50 ME LUST sites within approximately 0.5 miles of the target property.

  Equal/Higher Elevation
  ____________________ Address
 ________ Direction / Distance
 ___________________ Map
 _____ID Page
 _____
  M.L. BREWER FINE WOO 91 BELL STREET SSW 1/8 - 1/4 (0.171 mi.) C13 11
 Spill Number: P-487-1995
 Spill Value: Non-Oil, Non-Hazardous Incident
  MORRILL STREET ASSOC 91 BELL STREET SSW 1/8 - 1/4 (0.171 mi.) C14 11
 Spill Number: P-796-2012
 Spill Value: Oil Incident
  MEINEKE MUFFLER (FOR FOREST AVE @ MORRILL WSW 1/8 - 1/4 (0.213 mi.) D20 12
 Spill Number: P-301-1986
 Spill Value: Non-Oil, Non-Hazardous Incident
  CLASSY CHASSIE CAR W 1139 FOREST AVE WSW 1/8 - 1/4 (0.215 mi.) E21 12
 Spill Number: P-532-2007
 Spill Value: Non-Oil, Non-Hazardous Incident
  MEINEKE DISCOUNT MUF 1155 FOREST AVE WSW 1/8 - 1/4 (0.216 mi.) D24 13
 Spill Number: P-977-2004
 Spill Value: Oil Incident
  CUMBERLAND FARMS INC 1136 FOREST AVE WSW 1/8 - 1/4 (0.217 mi.) E26 13
 Spill Number: P-54-2008
 Spill Value: Oil Incident
  CUMBERLAND FARMS - S 1136 FOREST AVE - RT WSW 1/8 - 1/4 (0.217 mi.) E27 14
 Spill Number: P-253-2004
 Spill Value: Oil Incident
  CUMBERLAND FARMS GUL 1132 FOREST AVENUE WSW 1/8 - 1/4 (0.219 mi.) E30 14
 Spill Number: P-18-2004
 Spill Number: P-187-2011
 Spill Value: Oil Incident
  FORMER GAS STA. (SUS 1127 FOREST AVE SW 1/8 - 1/4 (0.220 mi.) F33 15
 Spill Number: P-738-1989
 Spill Value: Oil Incident
  DIXON ASSOC. (FORMER 1170 FOREST & STEVEN W 1/8 - 1/4 (0.227 mi.) G36 16
 Spill Number: P-437-1991
 Spill Number: P-454-2000
 Spill Number: P-164-1979
 Spill Value: Oil Incident
 Spill Value: Non-Oil, Non-Hazardous Incident
  FILL-IT-UP PLEASE 1185 FOREST AVE W 1/8 - 1/4 (0.235 mi.) I41 17
 Spill Number: P-55-2005
 Spill Number: P-107-2005
 Spill Number: P-89-2000
 Spill Number: P-592-1993
 Spill Value: Non-Oil, Non-Hazardous Incident
 Spill Value: Oil Incident
  FILL IT UP PLEASE 1185 FORST AVE W 1/8 - 1/4 (0.235 mi.) I42 17
 Spill Number: P-491-2004
 Spill Number: P-34-2005
 Spill Value: Oil Incident
  HEAT OIL SPILL APT. BLDG. NW 1/8 - 1/4 (0.249 mi.) 47 18
 Spill Number: P-91-1986
 Spill Value: Oil Incident
  CASCO NORTHERN PROP. 844 STEVENS AVE WSW 1/4 - 1/2 (0.256 mi.) 48 18
 Spill Number: P-91-1992
 Spill Value: Oil Incident




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 EXECUTIVE SUMMARY


Equal/Higher Elevation
____________________ Address
 ________ Direction / Distance
 ___________________ _____ID
 Map Page
 _____
BINAX INC 217 READ STREET S 1/4 - 1/2 (0.264 mi.) 50 19
  Spill Number: P-674-1998
  Spill Number: P-342-1997
  Spill Value: Oil Incident
  Spill Value: Non-Oil, Non-Hazardous Incident
BIG APPLE GAS STA. 6 ALLEN AVE @ MORRIL WNW 1/4 - 1/2 (0.270 mi.) K51 19
  Spill Number: P-28-1990
  Spill Value: Oil Incident
BIG APPLE PORTLAND 6 ALLEN AVE WNW 1/4 - 1/2 (0.270 mi.) K52 20
  Spill Number: P-940-2002
  Spill Value: Oil Incident
Not reported SSE 1/4 - 1/2 (0.271 mi.) 53 20
  Spill Number: P-733-1991
  Spill Value: Oil Incident
CUMBERLAND FARMS #18 1136 FOREST AVE @ MO WSW 1/4 - 1/2 (0.271 mi.) 54 20
  Spill Number: P-366-1991
  Spill Value: Oil Incident
PERFORMANCE BRAKE 1080 FOREST AVE SSW 1/4 - 1/2 (0.273 mi.) L55 20
  Spill Number: P-109-1986
  Spill Value: Non-Oil, Non-Hazardous Incident
NORTHERN UTILITIES I 1075 FOREST AVE. SSW 1/4 - 1/2 (0.279 mi.) L56 21
 Spill Number: P-363-1992
 Spill Value: Oil Incident
YANKEE BINGO BUILDIN 33 ALLEN AVE. WNW 1/4 - 1/2 (0.280 mi.) J57 21
  Spill Number: P-649-1998
  Spill Value: Oil Incident
BIG APPLE 6 ALLEN AVE & FOREST WNW 1/4 - 1/2 (0.289 mi.) K58 21
  Spill Number: P-175-1990
  Spill Number: P-441-1990
  Spill Value: Oil Incident
BIG APPLE GAS STA. ALLEN AVE @ MORRILS WNW 1/4 - 1/2 (0.289 mi.) K59 21
  Spill Number: P-634-1989
  Spill Value: Oil Incident
BROCKWAY SMITH CO 203 REED ST SSE 1/4 - 1/2 (0.311 mi.) N61 22
  Spill Number: P-133-2005
  Spill Value: Oil Incident
MAINE ARMY NAT. GUAR 772 STEVEN’S AVE. SW 1/4 - 1/2 (0.312 mi.) O62 22
 Spill Number: P-464-1996
 Spill Value: Non-Oil, Non-Hazardous Incident
BROCKWAY - SMITH COM 203 READ ST., BOX 63 SSE 1/4 - 1/2 (0.314 mi.) N63 22
  Spill Number: P-446-1994
  Spill Value: Oil Incident
Not reported SW 1/4 - 1/2 (0.318 mi.) O66 23
  Spill Number: P-103-1992
  Spill Value: Non-Oil, Non-Hazardous Incident
PRATT ABBOTT CLEANER 4 BELL ST. & FOREST SSW 1/4 - 1/2 (0.325 mi.) P68 24
  Spill Number: P-344-1986
  Spill Value: Non-Oil, Non-Hazardous Incident
Not reported SSW 1/4 - 1/2 (0.336 mi.) Q70 24
  Spill Number: P-783-1992
  Spill Value: Oil Incident




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 EXECUTIVE SUMMARY


Equal/Higher Elevation
____________________ Address
 ________ Direction / Distance
 ___________________ _____ID
 Map Page
 _____
MERRIL TRANS. OIL SP SSW 1/4 - 1/2 (0.336 mi.) Q71 24
 Spill Number: P-750-1992
 Spill Value: Oil Incident
MERRILL TRANS. TRUCK 1037 FOREST & BELL SSW 1/4 - 1/2 (0.341 mi.) Q74 25
 Spill Number: P-844-1990
 Spill Value: Oil Incident
Not reported NW 1/4 - 1/2 (0.352 mi.) 75 26
  Spill Number: P-416-1988
  Spill Value: Non-Oil, Non-Hazardous Incident
PCCI 1024 FOREST & ELMWOO SSW 1/4 - 1/2 (0.391 mi.) 82 28
  Spill Number: P-987-2008
  Spill Value: Non-Oil, Non-Hazardous Incident
WESTBOOK COLLEGE 716 STEVEN’S AVE. SW 1/4 - 1/2 (0.414 mi.) S85 29
 Spill Number: P-804-1989
 Spill Value: Non-Oil, Non-Hazardous Incident
UNIVERSITY OF NEW EN 716 STEVENS AVE SW 1/4 - 1/2 (0.414 mi.) S86 29
  Spill Number: P-840-2005
  Spill Number: P-817-2011
  Spill Value: Oil Incident
UNV OF NEW ENGLAND 716 STEVENS AVE - GI SW 1/4 - 1/2 (0.414 mi.) S87 30
  Spill Number: P-109-2003
  Spill Value: Oil Incident
UNE, WESTBROOK COLLE PROCTOR & ALEXANDER SW 1/4 - 1/2 (0.416 mi.) S88 30
  Spill Number: P-354-2001
  Spill Value: Non-Oil, Non-Hazardous Incident
KELLY PROP. 40 WARREN AVE. WNW 1/4 - 1/2 (0.463 mi.) 95 32
  Spill Number: P-338-1993
  Spill Value: Oil Incident
EVERGREEN CEMETERY 672 STEVENS AVE SSW 1/4 - 1/2 (0.496 mi.) V99 33
  Spill Number: P-135-1999
  Spill Value: Non-Oil, Non-Hazardous Incident


Lower Elevation
____________________ Address
 ________ Direction / Distance
 ___________________ Map ID
 _____ Page
 _____
SELTZER & RYDHOLM (P CANCO RD. ESE 1/4 - 1/2 (0.307 mi.) M60 21
  Spill Number: P-612-1992
  Spill Value: Oil Incident
SELTZER & RYDHOLM DI 250 CANCO RD ESE 1/4 - 1/2 (0.318 mi.) M67 23
  Spill Number: P-1037-2004
  Spill Number: P-609-2005
  Spill Number: P-52-2010
  Spill Number: P-1096-2010
  Spill Number: P-197-1998
  *Additional key fields are available in the Map Findings section
  Spill Value: Oil Incident
AMERICAN CAN COMPANY 184 READ ST. & CANCO SSE 1/4 - 1/2 (0.355 mi.) 76 26
  Spill Number: P-579-1997
  Spill Value: Non-Oil, Non-Hazardous Incident
NELSON & SMALL INC 212 CANCO RD ESE 1/4 - 1/2 (0.356 mi.) 77 26
  Spill Number: P-788-2002
  Spill Value: Oil Incident




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 EXECUTIVE SUMMARY


  Lower  Elevation
  ____________________ Address
 ________ Direction / Distance
 ___________________ _____ID
 Map Page
 _____
  CENTRAL MAINE POWER CANCO ROAD SE 1/4 - 1/2 (0.358 mi.) R78 26
 Spill Number: P-187-1979
 Spill Value: Oil Incident
  CMP FACILITY CANCO RD. SE 1/4 - 1/2 (0.358 mi.) R79 27
 Spill Number: P-57-1989
 Spill Value: Oil Incident
  PORTLAND SERVICE BLD 162 CANCO RD SE 1/4 - 1/2 (0.360 mi.) R80 27
 Spill Number: P-689-1991
 Spill Number: P-587-1994
 Spill Value: Oil Incident
  AMERICOLD LOGISTICS 165 READ ST SSE 1/4 - 1/2 (0.396 mi.) 83 28
 Spill Number: P-197-2000
 Spill Value: Oil Incident
  SPC TRANSPORT - CORE 150 - 180 READ STREE SSE 1/4 - 1/2 (0.426 mi.) U91 31
 Spill Number: P-324-1997
 Spill Value: Non-Oil, Non-Hazardous Incident
  MDEP - SOUTHERN ME R 312 CANCO RD E 1/4 - 1/2 (0.442 mi.) 93 31
 Spill Number: P-382-1991
 Spill Value: Oil Incident




ME LAST: A review of the ME LAST list, as provided by EDR, and dated 05/02/2015 has revealed that
there are 16 ME LAST sites within approximately 0.5 miles of the target property.

  Equal/Higher Elevation
  ____________________ Address
 ________ Direction / Distance
 ___________________ Map
 _____ID Page
 _____
  LEE KELLEY 50 WOODLAWN AVE NNW 1/8 - 1/4 (0.210 mi.) 19 12
 Spill Number: P-617-2012
  HERSEY RES. #5 - 237 ALLEN AVE WNW 1/8 - 1/4 (0.235 mi.) 43 17
 Spill Number: P-492-2000
  PRATT-ABBOTT CORP 1053 FOREST AVE SSW 1/4 - 1/2 (0.316 mi.) P64 22
 Spill Number: P-135-2013
  REVISION HEAT CO. 1053 FOREST AVE, REA SSW 1/4 - 1/2 (0.316 mi.) P65 23
 Spill Number: P-883-2011
  Not reported 29 MAYFIELD ST W 1/4 - 1/2 (0.335 mi.) 69 24
 Spill Number: P-220-2000
  SEAMUS HALEY 33 ELMWOOD ST SSW 1/4 - 1/2 (0.402 mi.) 84 29
 Spill Number: P-818-2002
  UNIVERSITY OF NEW EN 716 STEVENS AVE SW 1/4 - 1/2 (0.414 mi.) S86 29
 Spill Number: P-418-2013
  HILTON, FRANCES & KA 1280 FOREST AVE. WNW 1/4 - 1/2 (0.420 mi.) T89 30
 Spill Number: P-378-1996
  JOHN BOURQUE 1289 FOREST AVE WNW 1/4 - 1/2 (0.441 mi.) T92 31
 Spill Number: P-182-2000
  ST JOSEPHS CHURH STEVENS AVE SSW 1/4 - 1/2 (0.449 mi.) 94 32
 Spill Number: P-878-2002
  FATHER HAYES CENTER 673 STEVENS AVE SSW 1/4 - 1/2 (0.495 mi.) V98 32
 Spill Number: P-475-2003




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 EXECUTIVE SUMMARY


  Lower  Elevation
  ____________________ Address
 ________ Direction / Distance
 ___________________ _____ID
 Map Page
 _____
  AMERICOLD LOGISTICS 165 READ ST SSE 1/4 - 1/2 (0.396 mi.) 83 28
 Spill Number: P-909-2002
 Spill Number: P-48-2010
  SPC TRANSPORT COMPAN 150 READ STREET AND SSE 1/4 - 1/2 (0.426 mi.) U90 31
 Spill Number: P-306-1996
  MDEP - SOUTHERN ME R 312 CANCO RD E 1/4 - 1/2 (0.442 mi.) 93 31
 Spill Number: P-383-1999
  JANET BARBOUR 132 READ ST SSE 1/4 - 1/2 (0.464 mi.) 96 32
 Spill Number: P-637-2009
  JOSEPH RUSSO 30 CHESLEY AVE NNE 1/4 - 1/2 (0.476 mi.) 97 32
 Spill Number: P-112-1994




State and tribal registered storage tank lists

ME UST: A review of the ME UST list, as provided by EDR, and dated 05/01/2015 has revealed that there
are 11 ME UST sites within approximately 0.25 miles of the target property.

  Equal/Higher Elevation
  ____________________ Address
 ________ Direction / Distance
 ___________________ Map
 _____ID Page
 _____
  MORRILL ST ASSOC 91 BELL ST SSW 1/8 - 1/4 (0.171 mi.) C15 11
 Facility Id: 21828
 Facility Id: 19159
 Tank Status: ABANDONED_IN_PLACE
 Tank Status: REMOVED
 Pipe Status: ABANDONED_IN_PLACE
 Pipe Status: REMOVED
  SMITH, DAVID 80 BELL ST SSW 1/8 - 1/4 (0.177 mi.) C16 11
 Facility Id: 15076
 Tank Status: REMOVED
 Pipe Status: REMOVED
  NT FOX CO INC 73 BELL ST SSW 1/8 - 1/4 (0.180 mi.) C17 12
 Facility Id: 2045
 Tank Status: REMOVED
 Pipe Status: REMOVED
  CLASSY CHASSIE CAR W 1139 FOREST AVE WSW 1/8 - 1/4 (0.215 mi.) E22 13
 Facility Id: 21315
 Tank Status: ABANDONED_IN_PLACE
 Pipe Status: ABANDONED_IN_PLACE
  MEINEKE DISCOUNT MUF 1155 FOREST AVE WSW 1/8 - 1/4 (0.216 mi.) D23 13
 Facility Id: 10259
 Facility Id: 17494
 Tank Status: REMOVED
 Pipe Status: REMOVED
  CUMBERLAND FARMS INC 1136 FOREST AVE WSW 1/8 - 1/4 (0.217 mi.) E28 14
 Facility Id: 12130
 Tank Status: REMOVED
 Tank Status: ACTIVE
 Pipe Status: REMOVED
 Pipe Status: ACTIVE




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 EXECUTIVE SUMMARY


  Equal/Higher Elevation
  ____________________ Address
 ________ Direction / Distance
 ___________________ _____ID
 Map Page
 _____
  RICE, REBECCA 1129 FOREST AVE WSW 1/8 - 1/4 (0.219 mi.) F32 15
 Facility Id: 16885
 Tank Status: REMOVED
 Pipe Status: REMOVED
  DIXON ASSOC 1170 FOREST AVE W 1/8 - 1/4 (0.232 mi.) G38 16
 Facility Id: 17914
 Tank Status: REMOVED
 Pipe Status: REMOVED
  SCRUBADUB AUTO WASH 1185 FOREST AVE W 1/8 - 1/4 (0.235 mi.) I40 16
 Facility Id: 1711
 Tank Status: REMOVED
 Tank Status: ACTIVE
 Pipe Status: REMOVED
 Pipe Status: ACTIVE
  GO GO BURGER 1108 FOREST AVE SW 1/8 - 1/4 (0.236 mi.) H44 18
 Facility Id: 19887
 Tank Status: REMOVED
 Pipe Status: REMOVED
  DR WOLF 1104 FOREST AVE SW 1/8 - 1/4 (0.239 mi.) H45 18
 Facility Id: 18063
 Tank Status: REMOVED
 Pipe Status: REMOVED




State and tribal institutional control / engineering control registries

ME INST CONTROL: A review of the ME INST CONTROL list, as provided by EDR, and dated 04/14/2015 has
revealed that there are 3 ME INST CONTROL sites within approximately 0.5 miles of the target
property.

  Equal/Higher Elevation
  ____________________ Address
 ________ Direction / Distance
 ___________________ Map
 _____ID Page
 _____
  FILL-IT-UP PLEASE 1185 FOREST AVE W 1/8 - 1/4 (0.235 mi.) I41 17
 Facility Status: NO FURTHER ACTION - NO FURTHER ACTION DOCUMENT
 Facility Id: REM01521
  MERRILL TRANSPORT CO 1037 FOREST AVE SSW 1/4 - 1/2 (0.338 mi.) Q72 24
 Facility Status: OPERATION AND MAINTENANCE
 Facility Id: REM00768
  FORMER HOLDEN COMPAN 75 BISHOP STREET W 1/4 - 1/2 (0.384 mi.) 81 28
 Facility Status: NO FURTHER ACTION
 Facility Id: REM01113




State and tribal voluntary cleanup sites

ME VCP: A review of the ME VCP list, as provided by EDR, and dated 04/14/2015 has revealed that there




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 EXECUTIVE SUMMARY

are 7 ME VCP sites within approximately 0.5 miles of the target property.

  Equal/Higher Elevation
  ____________________ Address
 ________ Direction / Distance
 ___________________ Map
 _____ID Page
 _____
  MORRILLS CROSSING (P CORNELL STREET SSW 0 - 1/8 (0.015 mi.) A6 9
 Facility Status: REMEDIATION STAGE - REMEDIATION NEEDED BUT NOT INITIATED
 Facility Id: REM01794
  MORRILLS CROSSING (P MORRILL STREET W 0 - 1/8 (0.050 mi.) 7 9
 Facility Status: REMEDIATION STAGE - REMEDIATION NEEDED BUT NOT INITIATED
 Facility Id: REM01795
  MORRILLS CROSSING (P MORRILL STREET WNW 0 - 1/8 (0.117 mi.) 9 10
 Facility Status: REMEDIATION STAGE - REMEDIATION NEEDED BUT NOT INITIATED
 Facility Id: REM01797
  MORRILLS CROSSING (P PRINCETON STREET NNW 1/8 - 1/4 (0.148 mi.) 12 10
 Facility Status: NO FURTHER ACTION - NO FURTHER ACTION DOCUMENT
 Facility Id: REM01796
  FILL-IT-UP PLEASE 1185 FOREST AVE W 1/8 - 1/4 (0.235 mi.) I41 17
 Facility Status: NO FURTHER ACTION - NO FURTHER ACTION DOCUMENT
 Facility Id: REM01521
  MORRILLS CROSSING (P ALLEN AVENUE WNW 1/4 - 1/2 (0.259 mi.) J49 19
 Facility Status: REMEDIATION STAGE - REMEDIATION NEEDED BUT NOT INITIATED
 Facility Id: REM01793
  FORMER HOLDEN COMPAN 75 BISHOP STREET W 1/4 - 1/2 (0.384 mi.) 81 28
 Facility Status: NO FURTHER ACTION
 Facility Id: REM01113




ADDITIONAL ENVIRONMENTAL RECORDS


Local Lists of Hazardous waste / Contaminated Sites

ME ALLSITES: A review of the ME ALLSITES list, as provided by EDR, and dated 04/14/2015 has revealed
that there are 8 ME ALLSITES sites within approximately 0.5 miles of the target property.

  Equal/Higher Elevation
  ____________________ Address
 ________ Direction / Distance
 ___________________ Map
 _____ID Page
 _____
  MORRILLS CROSSING (P CORNELL STREET SSW 0 - 1/8 (0.015 mi.) A6 9
 Status: REMEDIATION STAGE - REMEDIATION NEEDED BUT NOT INITIATED
 Facility ID: REM01794
  MORRILLS CROSSING (P MORRILL STREET W 0 - 1/8 (0.050 mi.) 7 9
 Status: REMEDIATION STAGE - REMEDIATION NEEDED BUT NOT INITIATED
 Facility ID: REM01795
  MORRILLS CROSSING (P MORRILL STREET WNW 0 - 1/8 (0.117 mi.) 9 10
 Status: REMEDIATION STAGE - REMEDIATION NEEDED BUT NOT INITIATED
 Facility ID: REM01797
  MORRILLS CROSSING (P PRINCETON STREET NNW 1/8 - 1/4 (0.148 mi.) 12 10
 Status: NO FURTHER ACTION - NO FURTHER ACTION DOCUMENT
 Facility ID: REM01796
  FILL-IT-UP PLEASE 1185 FOREST AVE W 1/8 - 1/4 (0.235 mi.) I41 17
 Status: NO FURTHER ACTION - NO FURTHER ACTION DOCUMENT
 Facility ID: REM01521




 TC4329842.2s EXECUTIVE SUMMARY 13


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 EXECUTIVE SUMMARY


  Equal/Higher Elevation
  ____________________ Address
 ________ Direction / Distance
 ___________________ _____ID
 Map Page
 _____
  MORRILLS CROSSING (P ALLEN AVENUE WNW 1/4 - 1/2 (0.259 mi.) J49 19
 Status: REMEDIATION STAGE - REMEDIATION NEEDED BUT NOT INITIATED
 Facility ID: REM01793
  MERRILL TRANSPORT CO 1037 FOREST AVE SSW 1/4 - 1/2 (0.338 mi.) Q72 24
 Status: OPERATION AND MAINTENANCE
 Facility ID: REM00768
  FORMER HOLDEN COMPAN 75 BISHOP STREET W 1/4 - 1/2 (0.384 mi.) 81 28
 Status: NO FURTHER ACTION
 Facility ID: REM01113




Other Ascertainable Records

RCRA NonGen / NLR: A review of the RCRA NonGen / NLR list, as provided by EDR, and dated 03/10/2015
has revealed that there are 2 RCRA NonGen / NLR sites within approximately 0.25 miles of the target
property.

  Equal/Higher Elevation
  ____________________ Address
 ________ Direction / Distance
 ___________________ Map
 _____ID Page
 _____
  AMERICAN NATL CAN CO 40 QUARRY ROAD SSE 1/8 - 1/4 (0.191 mi.) 18 12
  BURGESS FOBES PAINT 271 READ ST SSW 1/8 - 1/4 (0.242 mi.) 46 18




NJ MANIFEST: A review of the NJ MANIFEST list, as provided by EDR, has revealed that there is 1 NJ
MANIFEST site within approximately 0.25 miles of the target property.

  Equal/Higher Elevation
  ____________________ Address
 ________ Direction / Distance
 ___________________ Map
 _____ID Page
 _____
  MAACO AUTO PAINTING 24 MORRILL ST WSW 1/8 - 1/4 (0.133 mi.) B10 10
 EPA Id: MED985467687




EDR HIGH RISK HISTORICAL RECORDS


EDR Exclusive Records

EDR US Hist Auto Stat: A review of the EDR US Hist Auto Stat list, as provided by EDR, has revealed
that there are 7 EDR US Hist Auto Stat sites within approximately 0.25 miles of the target
property.

  Equal/Higher Elevation
  ____________________ Address
 ________ Direction / Distance
 ___________________ Map
 _____ID Page
 _____
  Not reported 31 MORRILL ST WSW 0 - 1/8 (0.106 mi.) 8 9
  Not reported 24 MORRILL ST WSW 1/8 - 1/4 (0.133 mi.) B11 10
  Not reported 1155 FOREST AVE WSW 1/8 - 1/4 (0.216 mi.) D25 13
  Not reported 1129 FOREST AVE WSW 1/8 - 1/4 (0.219 mi.) F31 15
  Not reported 1125 FOREST AVE SW 1/8 - 1/4 (0.221 mi.) F34 15
  Not reported 1113 FOREST AVE SW 1/8 - 1/4 (0.231 mi.) H37 16
  Not reported 1109 FOREST AVE SW 1/8 - 1/4 (0.234 mi.) H39 16




 TC4329842.2s EXECUTIVE SUMMARY 14


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EDR Inc.
 Count: 11 records. ORPHAN SUMMARY

 City EDR ID Site Name Site Address Zip Database(s)

 PORTLAND S106788612 LITTLE PEACH STORE/GAS STATION ALLEN AVE. @ MORRIL’S CORNER ME LUST
 PORTLAND S115778932 WARREN MARSHALL 100 DEAKE ST ME LAST
 PORTLAND S115779009 WILLIS RESIDENCE 44 EDGEWOOD ROAD ME LAST
 PORTLAND S115778935 JEANNINE RABINOUITZ 24 HARVARD COMMONS ME LAST
 PORTLAND S110241834 PORTLAND MUNICIPAL LANDFILL - OCEA OCEAN AVE ME SHWS, ME ALLSITES, ME INST
 CONTROL
 PORTLAND S117847258 568 RIVERSIDE ST BETWEEN WARRE ME SWF/LF
 PORTLAND S117323497 NORTHGATE MOBIL 1397 WASHINGTON & ALLEN AVE. ME LUST
 PORTLAND S115779119 ANGELONE PIZZA (MOBIL GAS) 801 WASHINGTON & OCEAN AVENUE ME LUST
 PORTLAND S110534261 NORTHGATE CITGO WASHINGTON AVE ME LAST
 PORTLAND S117410683 CUMBERLAND FARMS GULF #1839 801 WASHINGTON & OCEAN AVENUES ME LUST
 PORTLAND S115779103 MARTINS POINT HEALTH 901 WASHINGTON, RAINBOW MALL ME LUST




 TC4329842.2s Page 466

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 Page 124
EDR Inc.
 Page 125
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 1 0 0 0 NR NR 1
 FEDERAL FACILITY 0.500 0 0 0 NR NR 0
 Federal CERCLIS NFRAP site List
 CERC-NFRAP 0.500 0 0 1 NR NR 1
 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 2 NR NR NR 2
 RCRA-CESQG 0.250 0 1 NR NR NR 1
 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
 ME SHWS 1.000 1 0 0 1 0 NR 2
 State and tribal landfill and/or
 solid waste disposal site lists
 ME SWF/LF 0.500 0 0 0 NR NR 0
 ME LCP 0.500 0 0 0 NR NR 0
 State and tribal leaking storage tank lists
 ME LUST 0.500 0 13 37 NR NR 50
 ME LAST 0.500 1 0 2 14 NR NR 17
 INDIAN LUST 0.500 0 0 0 NR NR 0




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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


State and tribal registered storage tank lists
ME UST 0.250 0 11 NR NR NR 11
ME 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
ME INST CONTROL 0.500 0 1 2 NR NR 3
State and tribal voluntary cleanup sites
ME VCP 0.500 3 2 2 NR NR 7
INDIAN VCP 0.500 0 0 0 NR NR 0
State and tribal Brownfields sites
ME BROWNFIELDS 0.500 1 0 0 0 NR NR 1

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
ME 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
ME ALLSITES 0.500 1 3 2 3 NR NR 9
ME DEL SHWS 1.000 0 0 0 0 NR 0
US HIST CDL TP NR NR NR NR NR 0
Local Land Records
LIENS 2 TP NR NR NR NR NR 0
ME LIENS TP NR NR NR NR NR 0
Records of Emergency Release Reports
HMIRS TP NR NR NR NR NR 0
ME SPILLS TP NR NR NR NR NR 0
ME SPILLS 80 TP NR NR NR NR NR 0
ME SPILLS 90 TP NR NR NR NR NR 0
Other Ascertainable Records
RCRA NonGen / NLR 0.250 0 2 NR NR NR 2
DOT OPS TP NR NR NR NR NR 0




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 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

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
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 1 NR NR NR NR NR 1
RAATS TP NR NR NR NR NR 0
RMP TP NR NR NR NR NR 0
ME UIC TP NR NR NR NR NR 0
ME NPDES TP NR NR NR NR NR 0
NJ MANIFEST 0.250 0 1 NR NR NR 1
ME DRYCLEANERS 0.250 0 0 NR NR NR 0
ME AIRS TP NR NR NR NR NR 0
ME TIER 2 TP NR NR NR NR NR 0
INDIAN RESERV 1.000 0 0 0 0 NR 0
SCRD DRYCLEANERS 0.500 0 0 0 NR NR 0
LEAD SMELTERS TP NR NR NR NR NR 0
US AIRS TP NR NR NR NR NR 0
EPA WATCH LIST TP NR NR NR NR NR 0
US FIN ASSUR TP NR NR NR NR NR 0
COAL ASH EPA 0.500 0 0 0 NR NR 0
PCB TRANSFORMER TP NR NR NR NR NR 0
COAL ASH DOE TP NR NR NR NR NR 0
2020 COR ACTION 0.250 0 0 NR NR NR 0
PRP 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 1 6 NR NR NR 7
EDR US Hist Cleaners 0.250 0 0 NR NR NR 0

EDR RECOVERED GOVERNMENT ARCHIVES


Exclusive Recovered Govt. Archives
ME RGA HWS TP 2 NR NR NR NR NR 2
ME RGA LUST TP NR NR NR NR NR 0
ME RGA LF TP NR NR NR NR NR 0

- Totals -- 8 7 43 60 0 0 118




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 Distance Target Total
Database (Miles) Property < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 >1 Plotted



NOTES:
 TP = Target Property
 NR = Not Requested at this Search Distance
 Sites may be listed in more than one database




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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number




A1 BURT COMPANY ME RGA HWS S114992767
Target 1 CAMBRIDGE STREET N/A
Property PORTLAND, ME


 Click here for full text details
Actual:
90 ft.
 ME RGA HWS
 Facility ID: REM00767


A2 BURT COMP ME SHWS S108228969
Target 1 CAMBRIDGE ST ME ALLSITES N/A
Property PORTLAND, ME ME LAST
 ME BROWNFIELDS

 Click here for full text details
Actual:
90 ft.
 ME SHWS
 Facility Id: REM00767
 : REMEDIATION STAGE - REMEDIATION NEEDED BUT NOT INITIATED


 ME ALLSITES
 Status: REMEDIATION STAGE -REMEDIATION NEEDED BUT NOT INITIATED
 Status: REMEDIATION STAGE - REMEDIATION NEEDED BUT NOT INITIATED
 Facility ID: REM00767


 ME LAST
 Spill Number: P-103-1999


 ME BROWNFIELDS
 Facility Status: REMEDIATION STAGE -REMEDIATION NEEDED BUT NOT INITIATED
 Facility Id: REM00767


A3 BURT COMPANY CERCLIS 1000391479
Target 1 CAMBRIDGE STREET MED985468024
Property PORTLAND, ME 04103


 Click here for full text details
Actual:
90 ft.
 CERCLIS
 EPA Id: MED985468024
 Site ID: 0102158


A4 BURT COMPANY ME RGA HWS S114992768
Target 1 COMBRIDGE STREET N/A
Property PORTLAND, ME


 Click here for full text details
Actual:
90 ft.




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Distance EDR ID Number
Elevation Site Database(s) EPA ID Number




A5 BURT COMPANY FINDS 1016278043
Target 1 CAMBRIDGE STREET N/A
Property PORTLAND, ME 04103


 Click here for full text details
Actual:
90 ft.
 FINDS
 Registry ID:: 110009291621


A6 MORRILLS CROSSING (PARCEL CP) ME ALLSITES S109059077
SSW CORNELL STREET ME VCP N/A
< 1/8 PORTLAND, ME
0.015 mi.
79 ft.
 Click here for full text details
Relative:
Higher
 ME ALLSITES
 Status: REMEDIATION STAGE - REMEDIATION NEEDED BUT NOT INITIATED
 Facility ID: REM01794


 ME VCP
 Facility Status: REMEDIATION STAGE - REMEDIATION NEEDED BUT NOT INITIATED
 Facility Id: REM01794


7 MORRILLS CROSSING (PARCEL A2) ME ALLSITES S109059075
West MORRILL STREET ME VCP N/A
< 1/8 PORTLAND, ME
0.050 mi.
262 ft.
 Click here for full text details
Relative:
Higher
 ME ALLSITES
 Status: REMEDIATION STAGE - REMEDIATION NEEDED BUT NOT INITIATED
 Facility ID: REM01795


 ME VCP
 Facility Status: REMEDIATION STAGE - REMEDIATION NEEDED BUT NOT INITIATED
 Facility Id: REM01795


8 EDR US Hist Auto Stat 1015411725
WSW 31 MORRILL ST N/A
< 1/8 PORTLAND, ME 04103
0.106 mi.
559 ft.
 Click here for full text details
Relative:
Higher




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Distance EDR ID Number
Elevation Site Database(s) EPA ID Number




9 MORRILLS CROSSING (PARCEL B) ME ALLSITES S109059076
WNW MORRILL STREET ME VCP N/A
< 1/8 PORTLAND, ME
0.117 mi.
620 ft.
 Click here for full text details
Relative:
Higher
 ME ALLSITES
 Status: REMEDIATION STAGE - REMEDIATION NEEDED BUT NOT INITIATED
 Facility ID: REM01797


 ME VCP
 Facility Status: REMEDIATION STAGE - REMEDIATION NEEDED BUT NOT INITIATED
 Facility Id: REM01797


B10 MAACO AUTO PAINTING & BODY WORKS RCRA-SQG 1000293938
WSW 24 MORRILL ST FINDS MED985467687
1/8-1/4 PORTLAND, ME 04103 NJ MANIFEST
0.133 mi.
700 ft.
 Click here for full text details
Relative:
Higher
 RCRA-SQG
 EPA Id: MED985467687


 FINDS
 Registry ID:: 110003557320


 NJ MANIFEST
 EPA Id: MED985467687


B11 EDR US Hist Auto Stat 1015353085
WSW 24 MORRILL ST N/A
1/8-1/4 PORTLAND, ME 04103
0.133 mi.
700 ft.
 Click here for full text details
Relative:
Higher



12 MORRILLS CROSSING (PARCEL D) ME ALLSITES S109059078
NNW PRINCETON STREET ME VCP N/A
1/8-1/4 PORTLAND, ME
0.148 mi.
782 ft.
 Click here for full text details
Relative:
Higher
 ME ALLSITES
 Status: NO FURTHER ACTION - NO FURTHER ACTION DOCUMENT
 Facility ID: REM01796


 ME VCP
 Facility Status: NO FURTHER ACTION - NO FURTHER ACTION DOCUMENT




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Distance EDR ID Number
Elevation Site Database(s) EPA ID Number




 MORRILLS CROSSING (PARCEL D) (Continued) S109059078
 Facility Id: REM01796


C13 M.L. BREWER FINE WOODWORKING INC. ME LUST S104219600
SSW 91 BELL STREET N/A
1/8-1/4 PORTLAND, ME
0.171 mi.
905 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Non-Oil, Non-Hazardous Incident
 Spill Number: P-487-1995


C14 MORRILL STREET ASSOCIATES, INC. ME LUST S113450930
SSW 91 BELL STREET N/A
1/8-1/4 PORTLAND, ME
0.171 mi.
905 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-796-2012


C15 MORRILL ST ASSOC ME UST U002290990
SSW 91 BELL ST N/A
1/8-1/4 PORTLAND, ME
0.171 mi.
905 ft.
 Click here for full text details
Relative:
Higher
 ME UST
 Pipe Status: ABANDONED_IN_PLACE
 Pipe Status: REMOVED
 Facility Id: 21828
 Facility Id: 19159


C16 SMITH, DAVID ME UST U000232847
SSW 80 BELL ST N/A
1/8-1/4 PORTLAND, ME
0.177 mi.
937 ft.
 Click here for full text details
Relative:
Higher
 ME UST
 Pipe Status: REMOVED
 Facility Id: 15076




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Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number




C17 NT FOX CO INC ME UST U003097070
SSW 73 BELL ST N/A
1/8-1/4 PORTLAND, ME
0.180 mi.
949 ft.
 Click here for full text details
Relative:
Higher
 ME UST
 Pipe Status: REMOVED
 Facility Id: 2045


18 AMERICAN NATL CAN CO RCRA NonGen / NLR 1000358504
SSE 40 QUARRY ROAD MED083177840
1/8-1/4 PORTLAND, ME 04103
0.191 mi.
1006 ft.
 Click here for full text details
Relative:
Higher
 RCRA NonGen / NLR
 EPA Id: MED083177840


19 LEE KELLEY ME LAST S113450851
NNW 50 WOODLAWN AVE N/A
1/8-1/4 PORTLAND, ME
0.210 mi.
1108 ft.
 Click here for full text details
Relative:
Higher
 ME LAST
 Spill Number: P-617-2012


D20 MEINEKE MUFFLER (FORMER GAS STA.) ME LUST S106403058
WSW FOREST AVE @ MORRILL’S CNR N/A
1/8-1/4 PORTLAND, ME
0.213 mi.
1123 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Non-Oil, Non-Hazardous Incident
 Spill Number: P-301-1986


E21 CLASSY CHASSIE CAR WASH ME UIC S110078374
WSW 1139 FOREST AVE ME LUST N/A
1/8-1/4 PORTLAND, ME 04103
0.215 mi.
1134 ft.
 Click here for full text details
Relative:
Higher
 ME UIC
 Site Id: 800024


 ME LUST
 Spill Value: Non-Oil, Non-Hazardous Incident
 Spill Number: P-532-2007




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Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number




E22 CLASSY CHASSIE CAR WASH ME UST U004140142
WSW 1139 FOREST AVE N/A
1/8-1/4 PORTLAND, ME
0.215 mi.
1134 ft.
 Click here for full text details
Relative:
Higher
 ME UST
 Pipe Status: ABANDONED_IN_PLACE
 Facility Id: 21315


D23 MEINEKE DISCOUNT MUFFLERS ME UST U003560458
WSW 1155 FOREST AVE N/A
1/8-1/4 PORTLAND, ME
0.216 mi.
1141 ft.
 Click here for full text details
Relative:
Higher
 ME UST
 Pipe Status: REMOVED
 Facility Id: 10259
 Facility Id: 17494


D24 MEINEKE DISCOUNT MUFFLER ME UIC U003561199
WSW 1155 FOREST AVE ME LUST N/A
1/8-1/4 PORTLAND, ME 04103
0.216 mi.
1141 ft.
 Click here for full text details
Relative:
Higher
 ME UIC
 Site Id: 800765


 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-977-2004


D25 EDR US Hist Auto Stat 1015169556
WSW 1155 FOREST AVE N/A
1/8-1/4 PORTLAND, ME 04103
0.216 mi.
1141 ft.
 Click here for full text details
Relative:
Higher



E26 CUMBERLAND FARMS INC #1805 ME UIC S110076796
WSW 1136 FOREST AVE ME LUST N/A
1/8-1/4 PORTLAND, ME 04103
0.217 mi.
1147 ft.
 Click here for full text details
Relative:
Higher
 ME UIC
 Site Id: 201349




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Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number




 CUMBERLAND FARMS INC #1805 (Continued) S110076796



 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-54-2008


E27 CUMBERLAND FARMS - STORE 1805 ME LUST S106795183
WSW 1136 FOREST AVE - RT 302 N/A
1/8-1/4 PORTLAND, ME
0.217 mi.
1147 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-253-2004


E28 CUMBERLAND FARMS INC 1805 ME UST U003099164
WSW 1136 FOREST AVE N/A
1/8-1/4 PORTLAND, ME
0.217 mi.
1147 ft.
 Click here for full text details
Relative:
Higher
 ME UST
 Pipe Status: REMOVED
 Pipe Status: ACTIVE
 Facility Id: 12130


E29 CUMBERLAND FARMS #1805 RCRA-CESQG 1007370788
WSW 1132 FOREST AVENUE MER000502856
1/8-1/4 PORTLAND, ME 04103
0.219 mi.
1155 ft.
 Click here for full text details
Relative:
Higher
 RCRA-CESQG
 EPA Id: MER000502856


E30 CUMBERLAND FARMS GULF #1805 ME LUST S106674370
WSW 1132 FOREST AVENUE N/A
1/8-1/4 PORTLAND, ME
0.219 mi.
1155 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-18-2004
 Spill Number: P-187-2011




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Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number




F31 EDR US Hist Auto Stat 1015162867
WSW 1129 FOREST AVE N/A
1/8-1/4 PORTLAND, ME 04103
0.219 mi.
1156 ft.
 Click here for full text details
Relative:
Higher



F32 RICE, REBECCA ME UST U000234497
WSW 1129 FOREST AVE N/A
1/8-1/4 PORTLAND, ME
0.219 mi.
1156 ft.
 Click here for full text details
Relative:
Higher
 ME UST
 Pipe Status: REMOVED
 Facility Id: 16885


F33 FORMER GAS STA. (SUSAN’S FISH) ME LUST S104208612
SW 1127 FOREST AVE N/A
1/8-1/4 PORTLAND, ME
0.220 mi.
1162 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-738-1989


F34 EDR US Hist Auto Stat 1015162186
SW 1125 FOREST AVE N/A
1/8-1/4 PORTLAND, ME 04103
0.221 mi.
1169 ft.
 Click here for full text details
Relative:
Higher



F35 TEAM AUTO BODY RCRA-SQG 1000293937
SW 1125 FOREST AVE FINDS MED037711801
1/8-1/4 PORTLAND, ME 04103
0.221 mi.
1169 ft.
 Click here for full text details
Relative:
Higher
 RCRA-SQG
 EPA Id: MED037711801


 FINDS
 Registry ID:: 110003554555




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Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number




G36 DIXON ASSOC. (FORMER AMOCO) ME LUST S106789341
West 1170 FOREST & STEVENS N/A
1/8-1/4 PORTLAND, ME
0.227 mi.
1199 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Oil Incident
 Spill Value: Non-Oil, Non-Hazardous Incident
 Spill Number: P-437-1991
 Spill Number: P-454-2000
 Spill Number: P-164-1979


H37 EDR US Hist Auto Stat 1015158497
SW 1113 FOREST AVE N/A
1/8-1/4 PORTLAND, ME 04103
0.231 mi.
1220 ft.
 Click here for full text details
Relative:
Higher



G38 DIXON ASSOC ME UST U000243485
West 1170 FOREST AVE N/A
1/8-1/4 PORTLAND, ME
0.232 mi.
1227 ft.
 Click here for full text details
Relative:
Higher
 ME UST
 Pipe Status: REMOVED
 Facility Id: 17914


H39 EDR US Hist Auto Stat 1015156011
SW 1109 FOREST AVE N/A
1/8-1/4 PORTLAND, ME 04103
0.234 mi.
1238 ft.
 Click here for full text details
Relative:
Higher



I40 SCRUBADUB AUTO WASH ME UST U003097002
West 1185 FOREST AVE N/A
1/8-1/4 PORTLAND, ME
0.235 mi.
1243 ft.
 Click here for full text details
Relative:
Higher
 ME UST
 Pipe Status: REMOVED
 Pipe Status: ACTIVE
 Facility Id: 1711




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Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number




I41 FILL-IT-UP PLEASE ME ALLSITES S110076806
West 1185 FOREST AVE ME UIC N/A
1/8-1/4 PORTLAND, ME 04103 ME LUST
0.235 mi. ME INST CONTROL
1243 ft. ME VCP
 Click here for full text details
Relative:
Higher
 ME ALLSITES
 Status: NO FURTHER ACTION - NO FURTHER ACTION DOCUMENT
 Facility ID: REM01521


 ME UIC
 Site Id: 800053
 Site Id: 201371


 ME LUST
 Spill Value: Non-Oil, Non-Hazardous Incident
 Spill Value: Oil Incident
 Spill Number: P-55-2005
 Spill Number: P-107-2005
 Spill Number: P-89-2000
 Spill Number: P-592-1993


 ME INST CONTROL
 Facility Id: REM01521
 Facility Status: NO FURTHER ACTION - NO FURTHER ACTION DOCUMENT


 ME VCP
 Facility Status: NO FURTHER ACTION - NO FURTHER ACTION DOCUMENT
 Facility Id: REM01521


I42 FILL IT UP PLEASE ME LUST S108393121
West 1185 FORST AVE N/A
1/8-1/4 PORTLAND, ME
0.235 mi.
1243 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-491-2004
 Spill Number: P-34-2005


43 HERSEY RES. ME LAST S105110680
WNW #5 - 237 ALLEN AVE N/A
1/8-1/4 PORTLAND, ME
0.235 mi.
1243 ft.
 Click here for full text details
Relative:
Higher
 ME LAST
 Spill Number: P-492-2000




 TC4329842.2s Page 17


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Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number




H44 GO GO BURGER ME UST U003301889
SW 1108 FOREST AVE N/A
1/8-1/4 PORTLAND, ME
0.236 mi.
1247 ft.
 Click here for full text details
Relative:
Higher
 ME UST
 Pipe Status: REMOVED
 Facility Id: 19887


H45 DR WOLF ME UST U000245506
SW 1104 FOREST AVE N/A
1/8-1/4 PORTLAND, ME
0.239 mi.
1261 ft.
 Click here for full text details
Relative:
Higher
 ME UST
 Pipe Status: REMOVED
 Facility Id: 18063


46 BURGESS FOBES PAINT & LACQUER RCRA NonGen / NLR 1000234213
SSW 271 READ ST FINDS MED086886835
1/8-1/4 PORTLAND, ME 04103
0.242 mi.
1277 ft.
 Click here for full text details
Relative:
Higher
 RCRA NonGen / NLR
 EPA Id: MED086886835


 FINDS
 Registry ID:: 110003555750


47 HEAT OIL SPILL ME LUST S106792010
NW APT. BLDG. N/A
1/8-1/4 PORTLAND, ME
0.249 mi.
1316 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-91-1986


48 CASCO NORTHERN PROP. ME LUST S104213029
WSW 844 STEVENS AVE N/A
1/4-1/2 PORTLAND, ME
0.256 mi.
1350 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Oil Incident




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Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number




 CASCO NORTHERN PROP. (Continued) S104213029
 Spill Number: P-91-1992


J49 MORRILLS CROSSING (PARCEL A1) ME ALLSITES S109059074
WNW ALLEN AVENUE ME VCP N/A
1/4-1/2 PORTLAND, ME
0.259 mi.
1370 ft.
 Click here for full text details
Relative:
Higher
 ME ALLSITES
 Status: REMEDIATION STAGE - REMEDIATION NEEDED BUT NOT INITIATED
 Facility ID: REM01793


 ME VCP
 Facility Status: REMEDIATION STAGE - REMEDIATION NEEDED BUT NOT INITIATED
 Facility Id: REM01793


50 BINAX INC RCRA NonGen / NLR 1004722017
South 217 READ STREET FINDS MER000500116
1/4-1/2 PORTLAND, ME 04103 ME LUST
0.264 mi. ME SPILLS
1394 ft.
 Click here for full text details
Relative:
Higher
 RCRA NonGen / NLR
 EPA Id: MER000500116


 FINDS
 Registry ID:: 110006659053


 ME LUST
 Spill Value: Oil Incident
 Spill Value: Non-Oil, Non-Hazardous Incident
 Spill Number: P-674-1998
 Spill Number: P-342-1997


 ME SPILLS
 Spill Number: P-805-2002


K51 BIG APPLE GAS STA. ME LUST S104207191
WNW 6 ALLEN AVE @ MORRILS CNR. N/A
1/4-1/2 PORTLAND, ME
0.270 mi.
1424 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-28-1990




 TC4329842.2s Page 19


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Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number




K52 BIG APPLE PORTLAND ME UIC S104212117
WNW 6 ALLEN AVE ME LUST N/A
1/4-1/2 PORTLAND, ME 04101
0.270 mi.
1424 ft.
 Click here for full text details
Relative:
Higher
 ME UIC
 Site Id: 462427
 Site Id: 201335


 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-940-2002


53 ME LUST S109802109
SSE N/A
1/4-1/2 PORTLAND, ME
0.271 mi.
1429 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-733-1991


54 CUMBERLAND FARMS #1805 ME LUST S106793173
WSW 1136 FOREST AVE @ MORRILL’S CNR. N/A
1/4-1/2 PORTLAND, ME
0.271 mi.
1432 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-366-1991


L55 PERFORMANCE BRAKE ME UIC S110078627
SSW 1080 FOREST AVE ME LUST N/A
1/4-1/2 PORTLAND, ME 04103
0.273 mi.
1442 ft.
 Click here for full text details
Relative:
Higher
 ME UIC
 Site Id: 800686
 Site Id: 800879


 ME LUST
 Spill Value: Non-Oil, Non-Hazardous Incident
 Spill Number: P-109-1986




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L56 NORTHERN UTILITIES INC. ME LUST S104214190
SSW 1075 FOREST AVE. N/A
1/4-1/2 PORTLAND, ME
0.279 mi.
1471 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-363-1992


J57 YANKEE BINGO BUILDING ME LUST S106794178
WNW 33 ALLEN AVE. N/A
1/4-1/2 PORTLAND, ME
0.280 mi.
1476 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-649-1998


K58 BIG APPLE ME LUST S104208674
WNW 6 ALLEN AVE & FOREST AVE. N/A
1/4-1/2 PORTLAND, ME
0.289 mi.
1526 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-175-1990
 Spill Number: P-441-1990


K59 BIG APPLE GAS STA. ME LUST S107446884
WNW ALLEN AVE @ MORRILS CORNER N/A
1/4-1/2 PORTLAND, ME
0.289 mi.
1526 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-634-1989


M60 SELTZER & RYDHOLM (PEPSI) ME LUST S106793876
ESE CANCO RD. N/A
1/4-1/2 PORTLAND, ME
0.307 mi.
1623 ft.
 Click here for full text details
Relative:
Lower
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-612-1992




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N61 BROCKWAY SMITH CO ME LUST S107446887
SSE 203 REED ST N/A
1/4-1/2 PORTLAND, ME
0.311 mi.
1644 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-133-2005


O62 MAINE ARMY NAT. GUARD ME LUST S104222471
SW 772 STEVEN’S AVE. N/A
1/4-1/2 PORTLAND, ME
0.312 mi.
1648 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Non-Oil, Non-Hazardous Incident
 Spill Number: P-464-1996


N63 BROCKWAY - SMITH COMPANY ME LUST S104217328
SSE 203 READ ST., BOX 636 N/A
1/4-1/2 PORTLAND, ME
0.314 mi.
1656 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-446-1994


P64 PRATT-ABBOTT CORP ME UIC S110078156
SSW 1053 FOREST AVE ME LAST N/A
1/4-1/2 PORTLAND, ME 04101 ME SPILLS
0.316 mi.
1667 ft.
 Click here for full text details
Relative:
Higher
 ME UIC
 Site Id: 600117


 ME LAST
 Spill Number: P-135-2013


 ME SPILLS
 Spill Number: P-96-1990
 Spill Number: P-584-2013




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Elevation Site Database(s) EPA ID Number




P65 REVISION HEAT CO. ME LAST S115779025
SSW 1053 FOREST AVE, REAR LOT N/A
1/4-1/2 PORTLAND, ME
0.316 mi.
1667 ft.
 Click here for full text details
Relative:
Higher
 ME LAST
 Spill Number: P-883-2011


O66 ME LUST S109801773
SW N/A
1/4-1/2 PORTLAND, ME
0.318 mi.
1677 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Non-Oil, Non-Hazardous Incident
 Spill Number: P-103-1992


M67 SELTZER & RYDHOLM DIST INC ME UIC S106795965
ESE 250 CANCO RD ME LUST N/A
1/4-1/2 PORTLAND, ME 04104 ME SPILLS
0.318 mi. ME TIER 2
1680 ft.
 Click here for full text details
Relative:
Lower
 ME UIC
 Site Id: 400449


 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-1037-2004
 Spill Number: P-609-2005
 Spill Number: P-52-2010
 Spill Number: P-1096-2010
 Spill Number: P-197-1998
 Spill Number: P-746-1996


 ME SPILLS
 Spill Number: P-711-1991


 ME TIER 2
 Facility Id: FATR20086AW5SU002UT4
 Facility Id: FATR20075N6EGD0028T7
 Facility Id: FATR20107QQTE9002EZ7
 Facility Id: FATR20096AW5SU002UT4




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Elevation Site Database(s) EPA ID Number




P68 PRATT ABBOTT CLEANERS ME LUST S104201933
SSW 4 BELL ST. & FOREST AVE N/A
1/4-1/2 PORTLAND, ME
0.325 mi.
1715 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Non-Oil, Non-Hazardous Incident
 Spill Number: P-344-1986


69 ME LAST S105793450
West 29 MAYFIELD ST N/A
1/4-1/2 PORTLAND, ME
0.335 mi.
1770 ft.
 Click here for full text details
Relative:
Higher
 ME LAST
 Spill Number: P-220-2000


Q70 ME LUST S109802135
SSW N/A
1/4-1/2 PORTLAND, ME
0.336 mi.
1776 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-783-1992


Q71 MERRIL TRANS. OIL SPILL ME LUST S106789799
SSW N/A
1/4-1/2 PORTLAND, ME
0.336 mi.
1776 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-750-1992


Q72 MERRILL TRANSPORT CO ME SHWS U002164780
SSW 1037 FOREST AVE ME ALLSITES N/A
1/4-1/2 PORTLAND, ME ME UST
0.338 mi. ME INST CONTROL
1782 ft.
 Click here for full text details
Relative:
Higher
 ME SHWS
 Facility Id: REM00768
 : OPERATION AND MAINTENANCE


 ME ALLSITES




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Elevation Site Database(s) EPA ID Number




 MERRILL TRANSPORT CO (Continued) U002164780
 Status: OPERATION AND MAINTENANCE
 Facility ID: REM00768


 ME UST
 Pipe Status: REMOVED
 Pipe Status: ABANDONED_IN_PLACE
 Facility Id: 4166


 ME INST CONTROL
 Facility Id: REM00768
 Facility Status: OPERATION AND MAINTENANCE


Q73 MERRILL TRANSPORT CO CERC-NFRAP 1000361924
SSW 1037 FOREST AVE RCRA NonGen / NLR MED007995632
1/4-1/2 PORTLAND, ME 04104 FINDS
0.338 mi.
1782 ft.
 Click here for full text details
Relative:
Higher
 CERC-NFRAP
 EPA Id: MED007995632
 Site ID: 0100983


 RCRA NonGen / NLR
 EPA Id: MED007995632


 FINDS
 Registry ID:: 110003554010


Q74 MERRILL TRANS. TRUCKING ME LUST S104210999
SSW 1037 FOREST & BELL ME SPILLS N/A
1/4-1/2 PORTLAND, ME
0.341 mi.
1801 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-844-1990


 ME SPILLS
 Spill Number: P-816-1990




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75 ME LUST S109801955
NW N/A
1/4-1/2 PORTLAND, ME
0.352 mi.
1857 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Non-Oil, Non-Hazardous Incident
 Spill Number: P-416-1988


76 AMERICAN CAN COMPANY BLDG. ME LUST S104324490
SSE 184 READ ST. & CANCO N/A
1/4-1/2 PORTLAND, ME
0.355 mi.
1875 ft.
 Click here for full text details
Relative:
Lower
 ME LUST
 Spill Value: Non-Oil, Non-Hazardous Incident
 Spill Number: P-579-1997


77 NELSON & SMALL INC ME LUST U002164484
ESE 212 CANCO RD ME UST N/A
1/4-1/2 PORTLAND, ME
0.356 mi.
1880 ft.
 Click here for full text details
Relative:
Lower
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-788-2002


 ME UST
 Pipe Status: REMOVED
 Facility Id: 4219


R78 CENTRAL MAINE POWER ME LUST S106791506
SE CANCO ROAD ME SPILLS N/A
1/4-1/2 PORTLAND, ME
0.358 mi.
1890 ft.
 Click here for full text details
Relative:
Lower
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-187-1979


 ME SPILLS
 Spill Number: P-419-1999




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R79 CMP FACILITY ME LUST S106796611
SE CANCO RD. ME SPILLS N/A
1/4-1/2 PORTLAND, ME
0.358 mi.
1890 ft.
 Click here for full text details
Relative:
Lower
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-57-1989


 ME SPILLS
 Spill Number: P-290-1987


R80 PORTLAND SERVICE BLDG ME UIC S110077342
SE 162 CANCO RD ME LUST N/A
1/4-1/2 PORTLAND, ME 04104 ME SPILLS
0.360 mi. ME TIER 2
1903 ft.
 Click here for full text details
Relative:
Lower
 ME UIC
 Site Id: 400030


 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-689-1991
 Spill Number: P-587-1994


 ME SPILLS
 Spill Number: P-67-2005
 Spill Number: P-1188-2004
 Spill Number: P-604-2006
 Spill Number: P-72-2000
 Spill Number: P-231-2009
 Spill Number: P-102-2010
 Spill Number: P-300-2011
 Spill Number: P-1064-2007
 Spill Number: P-798-2011
 Spill Number: P-374-2011
 Spill Number: P-457-2013
 Spill Number: P-219-2013
 Spill Number: P-716-2013
 Spill Number: P-1014-2013
 Spill Number: P-808-2000
 Spill Number: P-275-2000


 ME TIER 2
 Facility Id: FATR2013491ZLR02XC0T
 Facility Id: FATR2011491ZLR02XC0T




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81 FORMER HOLDEN COMPANY ME ALLSITES S109072929
West 75 BISHOP STREET ME SPILLS N/A
1/4-1/2 PORTLAND, ME ME INST CONTROL
0.384 mi. ME VCP
2027 ft.
 Click here for full text details
Relative:
Higher
 ME ALLSITES
 Status: NO FURTHER ACTION
 Facility ID: REM01113


 ME SPILLS
 Spill Number: P-683-1993


 ME INST CONTROL
 Facility Id: REM01113
 Facility Status: NO FURTHER ACTION


 ME VCP
 Facility Status: NO FURTHER ACTION
 Facility Id: REM01113


82 PCCI ME LUST S111436111
SSW 1024 FOREST & ELMWOOD STREETS N/A
1/4-1/2 PORTLAND, ME
0.391 mi.
2067 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Non-Oil, Non-Hazardous Incident
 Spill Number: P-987-2008


83 AMERICOLD LOGISTICS 75573 ME UIC 1003428037
SSE 165 READ ST ME LUST N/A
1/4-1/2 PORTLAND, ME 4103 ME LAST
0.396 mi. ME AST
2091 ft. ME SPILLS
 Click here for full text details ME TIER 2
Relative:
Lower
 ME UIC
 Site Id: 400111


 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-197-2000


 ME LAST
 Spill Number: P-909-2002
 Spill Number: P-48-2010


 ME AST


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Elevation Site Database(s) EPA ID Number




 AMERICOLD LOGISTICS 75573 (Continued) 1003428037
 Facility Id: FATR200969DCXJ002UFL
 Facility Id: FATR201069DCXJ002UFL
 Facility Id: FATR200869DCXJ002UFL
 Facility Id: FATR201169DCXJ002UFL
 Facility Status: INSIDE


 ME SPILLS
 Spill Number: P-207-2011


 ME TIER 2
 Facility Id: FATR201169DCXJ002UFL
 Facility Id: FATR200869DCXJ002UFL
 Facility Id: FATR20139SGHFF0022Y3
 Facility Id: FATR201069DCXJ002UFL
 Facility Id: FATR200969DCXJ002UFL
 Facility Id: FATR201294MAB7002V2L


84 SEAMUS HALEY ME LAST S106073305
SSW 33 ELMWOOD ST N/A
1/4-1/2 PORTLAND, ME
0.402 mi.
2125 ft.
 Click here for full text details
Relative:
Higher
 ME LAST
 Spill Number: P-818-2002


S85 WESTBOOK COLLEGE ME LUST S104200606
SW 716 STEVEN’S AVE. ME SPILLS N/A
1/4-1/2 PORTLAND, ME
0.414 mi.
2186 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Non-Oil, Non-Hazardous Incident
 Spill Number: P-804-1989


 ME SPILLS
 Spill Number: P-24-1985


S86 UNIVERSITY OF NEW ENGLAND ME LUST S105793754
SW 716 STEVENS AVE ME LAST N/A
1/4-1/2 PORTLAND, ME 04101 ME SPILLS
0.414 mi. ME AIRS
2186 ft. ME TIER 2
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-840-2005
 Spill Number: P-817-2011




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Elevation Site Database(s) EPA ID Number




 UNIVERSITY OF NEW ENGLAND (Continued) S105793754



 ME LAST
 Spill Number: P-418-2013


 ME SPILLS
 Spill Number: P-274-1991
 Spill Number: P-539-2002
 Spill Number: P-705-2002


 ME TIER 2
 Facility Id: FATR20064YZ7Y8002XZ7
 Facility Id: FATR200971N4TY002SRM
 Facility Id: FATR20107QVCAC00K8T0
 Facility Id: FATR20085NHKH000226M
 Facility Id: FATR20117QVCAC00K8T0
 Facility Id: FATR20127QVCAC00K8T0
 Facility Id: FATR20137QVCAC00K8T0
 Facility Id: FATR20075NHKH000226M


S87 UNV OF NEW ENGLAND ME LUST S106402847
SW 716 STEVENS AVE - GINN-MCDOUGAL HALL N/A
1/4-1/2 PORTLAND, ME
0.414 mi.
2186 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-109-2003


S88 UNE, WESTBROOK COLLEGE ME LUST S106788301
SW PROCTOR & ALEXANDER HALLS N/A
1/4-1/2 PORTLAND, ME
0.416 mi.
2198 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Non-Oil, Non-Hazardous Incident
 Spill Number: P-354-2001


T89 HILTON, FRANCES & KATHLEEN; BASEMENT ME LAST S104222212
WNW 1280 FOREST AVE. N/A
1/4-1/2 PORTLAND, ME
0.420 mi.
2217 ft.
 Click here for full text details
Relative:
Higher
 ME LAST
 Spill Number: P-378-1996




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Elevation Site Database(s) EPA ID Number




U90 SPC TRANSPORT COMPANY ME LAST S104221295
SSE 150 READ STREET AND CANCO RD. ME SPILLS N/A
1/4-1/2 PORTLAND, ME
0.426 mi.
2247 ft.
 Click here for full text details
Relative:
Lower
 ME LAST
 Spill Number: P-306-1996


 ME SPILLS
 Spill Number: P-457-1996


U91 SPC TRANSPORT - COREY ELECTRIC - J B BROWN ME LUST S104878181
SSE 150 - 180 READ STREET N/A
1/4-1/2 PORTLAND, ME
0.426 mi.
2247 ft.
 Click here for full text details
Relative:
Lower
 ME LUST
 Spill Value: Non-Oil, Non-Hazardous Incident
 Spill Number: P-324-1997


T92 JOHN BOURQUE ME LAST S107026817
WNW 1289 FOREST AVE N/A
1/4-1/2 PORTLAND, ME
0.441 mi.
2331 ft.
 Click here for full text details
Relative:
Higher
 ME LAST
 Spill Number: P-182-2000


93 MDEP - SOUTHERN ME REGIONAL OFFICE ME LUST S103520894
East 312 CANCO RD ME LAST N/A
1/4-1/2 PORTLAND, ME ME SPILLS
0.442 mi.
2335 ft.
 Click here for full text details
Relative:
Lower
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-382-1991


 ME LAST
 Spill Number: P-383-1999


 ME SPILLS
 Spill Number: P-930-2003
 Spill Number: P-927-2004
 Spill Number: P-26-2007
 Spill Number: P-196-1994
 Spill Number: P-735-1999




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Elevation Site Database(s) EPA ID Number




94 ST JOSEPHS CHURH ME LAST S105110028
SSW STEVENS AVE N/A
1/4-1/2 PORTLAND, ME
0.449 mi.
2373 ft.
 Click here for full text details
Relative:
Higher
 ME LAST
 Spill Number: P-878-2002


95 KELLY PROP. ME LUST S104215698
WNW 40 WARREN AVE. N/A
1/4-1/2 PORTLAND, ME
0.463 mi.
2447 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Oil Incident
 Spill Number: P-338-1993


96 JANET BARBOUR ME LAST S111860663
SSE 132 READ ST N/A
1/4-1/2 PORTLAND, ME
0.464 mi.
2451 ft.
 Click here for full text details
Relative:
Lower
 ME LAST
 Spill Number: P-637-2009


97 JOSEPH RUSSO ME LAST S108393244
NNE 30 CHESLEY AVE N/A
1/4-1/2 PORTLAND, ME
0.476 mi.
2515 ft.
 Click here for full text details
Relative:
Lower
 ME LAST
 Spill Number: P-112-1994


V98 FATHER HAYES CENTER ME LAST S110648123
SSW 673 STEVENS AVE N/A
1/4-1/2 PORTLAND, ME
0.495 mi.
2615 ft.
 Click here for full text details
Relative:
Higher
 ME LAST
 Spill Number: P-475-2003




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Elevation Site Database(s) EPA ID Number




V99 EVERGREEN CEMETERY ME LUST U002165850
SSW 672 STEVENS AVE ME UST N/A
1/4-1/2 PORTLAND, ME
0.496 mi.
2620 ft.
 Click here for full text details
Relative:
Higher
 ME LUST
 Spill Value: Non-Oil, Non-Hazardous Incident
 Spill Number: P-135-1999


 ME UST
 Pipe Status: REMOVED
 Facility Id: 7994




 TC4329842.2s Page 33


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EDR Inc. GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

 St Acronym Full Name Government Agency Gov Date Arvl. Date Active Date
 ME AIRS Emissions Inventory Data Department of Environmental Protection 12/31/2012 06/19/2014 07/30/2014
 ME ALLSITES Remediation Sites List Department of Environmental Protection 04/14/2015 04/21/2015 05/07/2015
 ME AST Aboveground Storage Tanks Maine Emergency Management Agency 12/31/2013 09/16/2014 10/22/2014
 ME AST 2 Registered Petroeum Tanks Database Department of Environmental Protection 04/07/2015 04/09/2015 05/07/2015
 ME BROWNFIELDS Remediation Sites List Department of Environmental Protection 04/14/2015 04/21/2015 05/07/2015
 ME DEL HWS Sites Removed from the Uncontrolled Sites List Department of Environmental Protection 04/14/2015 04/21/2015 05/07/2015
 ME DRYCLEANERS Drycleaner Facilities Department of Environmental Protection 12/30/2014 01/12/2015 03/20/2015
 ME INST CONTROL Remediation Sites List Department of Environmental Protection 04/14/2015 04/21/2015 05/07/2015
 ME LAST HOSS Database Department of Environmental Protection 05/02/2015 05/06/2015 05/19/2015
 ME LCP Municipal Landfill Closure Database Department of Environmental Protection 11/14/2011 11/15/2011 11/30/2011
 ME LIENS Environmental Liens Information Listing Department of Environmental Protection 01/22/2015 01/23/2015 02/13/2015
 ME LUST Hazardous Material and Oil Spill System Database (H.O.S.S.) Department of Environmental Protection 05/02/2015 05/06/2015 05/19/2015
 ME NPDES Wastewater Facilities Listing Department of Environmental Protection 03/30/2015 03/31/2015 04/08/2015
 ME RGA HWS Recovered Government Archive State Hazardous Waste Facilitie Department of Environmental Protection 07/01/2013 01/08/2014
 ME RGA LF Recovered Government Archive Solid Waste Facilities List Department of Environmental Protection 07/01/2013 01/17/2014
 ME RGA LUST Recovered Government Archive Leaking Underground Storage Tan Department of Environmental Protection 07/01/2013 01/10/2014
 ME SHWS Remediation Sites List Department of Environmental Protection 04/14/2015 04/21/2015 05/07/2015
 ME SPILLS Hazardous Material and Oil Spill System Database Department of Environmental Protection 05/02/2015 05/06/2015 05/19/2015
 ME SPILLS 80 SPILLS80 data from FirstSearch FirstSearch 06/07/2001 01/03/2013 03/06/2013
 ME SPILLS 90 SPILLS90 data from FirstSearch FirstSearch 11/05/2012 01/03/2013 01/25/2013
 ME SWF/LF Solid Waste Facility List Department of Environmental Protection 05/11/2015 05/12/2015 06/15/2015
 ME SWRCY Recycling Facilities Department of Environmental Protection 12/13/2011 12/15/2011 01/23/2012
 ME TIER 2 Tier 2 Information Listing Maine Emergency Management Agency 12/31/2013 09/16/2014 11/19/2014
 ME UIC Underground Injection Control Department of Environmental Protection 05/26/2015 05/28/2015 06/15/2015
 ME UST Underground Storage Tank Database Department of Environmental Protection 05/01/2015 05/20/2015 06/16/2015
 ME VCP Remediation Sites List Department of Environmental Protection 04/14/2015 04/21/2015 05/07/2015
 US 2020 COR ACTION 2020 Corrective Action Program List Environmental Protection Agency 04/22/2013 03/03/2015 03/09/2015
 US BRS Biennial Reporting System EPA/NTIS 12/31/2011 02/26/2013 04/19/2013
 US CERCLIS Comprehensive Environmental Response, Compensation, and Liab EPA 10/25/2013 11/11/2013 02/13/2014
 US CERCLIS-NFRAP CERCLIS No Further Remedial Action Planned EPA 10/25/2013 11/11/2013 02/13/2014
 US COAL ASH DOE Steam-Electric Plant Operation Data Department of Energy 12/31/2005 08/07/2009 10/22/2009
 US COAL ASH EPA Coal Combustion Residues Surface Impoundments List Environmental Protection Agency 07/01/2014 09/10/2014 10/20/2014
 US CONSENT Superfund (CERCLA) Consent Decrees Department of Justice, Consent Decree Library 12/31/2014 04/17/2015 06/02/2015
 US CORRACTS Corrective Action Report EPA 03/10/2015 03/31/2015 06/11/2015
 US DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations EPA, Region 9 01/12/2009 05/07/2009 09/21/2009
 US DELISTED NPL National Priority List Deletions EPA 12/16/2014 01/08/2015 02/09/2015
 US DOD Department of Defense Sites USGS 12/31/2005 11/10/2006 01/11/2007
 US DOT OPS Incident and Accident Data Department of Transporation, Office of Pipeli 07/31/2012 08/07/2012 09/18/2012
 US EDR MGP EDR Proprietary Manufactured Gas Plants EDR, Inc.
 US EDR US Hist Auto Stat EDR Exclusive Historic Gas Stations EDR, Inc.
 US EDR US Hist Cleaners EDR Exclusive Historic Dry Cleaners EDR, Inc.
 US EPA WATCH LIST EPA WATCH LIST Environmental Protection Agency 08/30/2013 03/21/2014 06/17/2014
 US ERNS Emergency Response Notification System National Response Center, United States Coast 03/30/2015 03/31/2015 06/02/2015
 US FEDERAL FACILITY Federal Facility Site Information listing Environmental Protection Agency 03/26/2015 04/08/2015 06/11/2015
 US FEDLAND Federal and Indian Lands U.S. Geological Survey 12/31/2005 02/06/2006 01/11/2007
 US FEMA UST Underground Storage Tank Listing FEMA 01/01/2010 02/16/2010 04/12/2010
 US FINDS Facility Index System/Facility Registry System EPA 01/18/2015 02/27/2015 03/25/2015




 TC4329842.2s Page GR-1
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 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

St Acronym Full Name Government Agency Gov Date Arvl. Date Active Date
US FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fu EPA/Office of Prevention, Pesticides and Toxi 04/09/2009 04/16/2009 05/11/2009
US FTTS INSP FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fu EPA 04/09/2009 04/16/2009 05/11/2009
US FUDS Formerly Used Defense Sites U.S. Army Corps of Engineers 06/06/2014 09/10/2014 09/18/2014
US HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing Environmental Protection Agency 10/19/2006 03/01/2007 04/10/2007
US HIST FTTS INSP FIFRA/TSCA Tracking System Inspection & Enforcement Case Lis Environmental Protection Agency 10/19/2006 03/01/2007 04/10/2007
US HMIRS Hazardous Materials Information Reporting System U.S. Department of Transportation 03/30/2015 03/31/2015 06/11/2015
US ICIS Integrated Compliance Information System Environmental Protection Agency 01/23/2015 02/06/2015 03/09/2015
US INDIAN LUST R1 Leaking Underground Storage Tanks on Indian Land EPA Region 1 02/01/2013 05/01/2013 11/01/2013
US INDIAN LUST R10 Leaking Underground Storage Tanks on Indian Land EPA Region 10 02/03/2015 02/12/2015 03/13/2015
US INDIAN LUST R4 Leaking Underground Storage Tanks on Indian Land EPA Region 4 09/30/2014 03/03/2015 03/13/2015
US INDIAN LUST R5 Leaking Underground Storage Tanks on Indian Land EPA, Region 5 01/30/2015 02/05/2015 03/09/2015
US INDIAN LUST R6 Leaking Underground Storage Tanks on Indian Land EPA Region 6 01/23/2015 02/10/2015 03/13/2015
US INDIAN LUST R7 Leaking Underground Storage Tanks on Indian Land EPA Region 7 09/23/2014 11/25/2014 01/29/2015
US INDIAN LUST R8 Leaking Underground Storage Tanks on Indian Land EPA Region 8 01/28/2015 01/30/2015 03/13/2015
US INDIAN LUST R9 Leaking Underground Storage Tanks on Indian Land Environmental Protection Agency 01/08/2015 01/08/2015 02/09/2015
US INDIAN ODI Report on the Status of Open Dumps on Indian Lands Environmental Protection Agency 12/31/1998 12/03/2007 01/24/2008
US INDIAN RESERV Indian Reservations USGS 12/31/2005 12/08/2006 01/11/2007
US INDIAN UST R1 Underground Storage Tanks on Indian Land EPA, Region 1 02/01/2013 05/01/2013 01/27/2014
US INDIAN UST R10 Underground Storage Tanks on Indian Land EPA Region 10 02/03/2015 02/12/2015 03/13/2015
US INDIAN UST R4 Underground Storage Tanks on Indian Land EPA Region 4 09/30/2014 03/03/2015 03/13/2015
US INDIAN UST R5 Underground Storage Tanks on Indian Land EPA Region 5 01/30/2015 02/05/2015 03/13/2015
US INDIAN UST R6 Underground Storage Tanks on Indian Land EPA Region 6 01/23/2015 02/13/2015 03/13/2015
US INDIAN UST R7 Underground Storage Tanks on Indian Land EPA Region 7 09/23/2014 11/25/2014 01/29/2015
US INDIAN UST R8 Underground Storage Tanks on Indian Land EPA Region 8 01/29/2015 01/30/2015 03/13/2015
US INDIAN UST R9 Underground Storage Tanks on Indian Land EPA Region 9 12/14/2014 02/13/2015 03/13/2015
US INDIAN VCP R1 Voluntary Cleanup Priority Listing EPA, Region 1 09/29/2014 10/01/2014 11/06/2014
US INDIAN VCP R7 Voluntary Cleanup Priority Lisitng EPA, Region 7 03/20/2008 04/22/2008 05/19/2008
US LEAD SMELTER 1 Lead Smelter Sites Environmental Protection Agency 11/25/2014 11/26/2014 01/29/2015
US LEAD SMELTER 2 Lead Smelter Sites American Journal of Public Health 04/05/2001 10/27/2010 12/02/2010
US LIENS 2 CERCLA Lien Information Environmental Protection Agency 02/18/2014 03/18/2014 04/24/2014
US LUCIS Land Use Control Information System Department of the Navy 05/28/2015 05/29/2015 06/11/2015
US MLTS Material Licensing Tracking System Nuclear Regulatory Commission 03/31/2015 04/09/2015 06/11/2015
US NPL National Priority List EPA 12/16/2014 01/08/2015 02/09/2015
US NPL LIENS Federal Superfund Liens EPA 10/15/1991 02/02/1994 03/30/1994
US ODI Open Dump Inventory Environmental Protection Agency 06/30/1985 08/09/2004 09/17/2004
US PADS PCB Activity Database System EPA 07/01/2014 10/15/2014 11/17/2014
US PCB TRANSFORMER PCB Transformer Registration Database Environmental Protection Agency 02/01/2011 10/19/2011 01/10/2012
US PRP Potentially Responsible Parties EPA 10/25/2013 10/17/2014 10/20/2014
US Proposed NPL Proposed National Priority List Sites EPA 12/16/2014 01/08/2015 02/09/2015
US RAATS RCRA Administrative Action Tracking System EPA 04/17/1995 07/03/1995 08/07/1995
US RADINFO Radiation Information Database Environmental Protection Agency 04/07/2015 04/09/2015 06/11/2015
US RCRA NonGen / NLR RCRA - Non Generators / No Longer Regulated Environmental Protection Agency 03/10/2015 03/31/2015 06/11/2015
US RCRA-CESQG RCRA - Conditionally Exempt Small Quantity Generators Environmental Protection Agency 03/10/2015 03/31/2015 06/11/2015
US RCRA-LQG RCRA - Large Quantity Generators Environmental Protection Agency 03/10/2015 03/31/2015 06/11/2015
US RCRA-SQG RCRA - Small Quantity Generators Environmental Protection Agency 03/10/2015 03/31/2015 06/11/2015
US RCRA-TSDF RCRA - Treatment, Storage and Disposal Environmental Protection Agency 03/10/2015 03/31/2015 06/11/2015
US RMP Risk Management Plans Environmental Protection Agency 02/01/2015 02/13/2015 03/25/2015




 TC4329842.2s Page GR-2
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 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

St Acronym Full Name Government Agency Gov Date Arvl. Date Active Date
US ROD Records Of Decision EPA 11/25/2013 12/12/2013 02/24/2014
US SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing Environmental Protection Agency 03/07/2011 03/09/2011 05/02/2011
US SSTS Section 7 Tracking Systems EPA 12/31/2009 12/10/2010 02/25/2011
US TRIS Toxic Chemical Release Inventory System EPA 12/31/2013 02/12/2015 06/02/2015
US TSCA Toxic Substances Control Act EPA 12/31/2012 01/15/2015 01/29/2015
US UMTRA Uranium Mill Tailings Sites Department of Energy 09/14/2010 10/07/2011 03/01/2012
US US AIRS (AFS) Aerometric Information Retrieval System Facility Subsystem ( EPA 10/16/2014 10/31/2014 11/17/2014
US US AIRS MINOR Air Facility System Data EPA 10/16/2014 10/31/2014 11/17/2014
US US BROWNFIELDS A Listing of Brownfields Sites Environmental Protection Agency 03/23/2015 03/24/2015 06/02/2015
US US CDL Clandestine Drug Labs Drug Enforcement Administration 02/25/2015 03/10/2015 03/25/2015
US US ENG CONTROLS Engineering Controls Sites List Environmental Protection Agency 03/16/2015 03/17/2015 06/02/2015
US US FIN ASSUR Financial Assurance Information Environmental Protection Agency 03/09/2015 03/10/2015 03/25/2015
US US HIST CDL National Clandestine Laboratory Register Drug Enforcement Administration 02/25/2015 03/10/2015 03/25/2015
US US INST CONTROL Sites with Institutional Controls Environmental Protection Agency 03/16/2015 03/17/2015 06/02/2015
US US MINES Mines Master Index File Department of Labor, Mine Safety and Health A 12/30/2014 12/31/2014 01/29/2015


CT CT MANIFEST Hazardous Waste Manifest Data Department of Energy & Environmental Protecti 07/30/2013 08/19/2013 10/03/2013
NJ NJ MANIFEST Manifest Information Department of Environmental Protection 12/31/2012 04/29/2015 05/29/2015
NY NY MANIFEST Facility and Manifest Data Department of Environmental Conservation 05/01/2015 05/06/2015 05/20/2015
PA PA MANIFEST Manifest Information Department of Environmental Protection 12/31/2013 07/21/2014 08/25/2014
RI RI MANIFEST Manifest information Department of Environmental Management 12/31/2013 07/15/2014 08/13/2014
VT VT MANIFEST Hazardous Waste Manifest Data Department of Environmental Conservation 12/22/2014 02/06/2015 02/27/2015

US Oil/Gas Pipelines GeoData Digital Line Graphs from 1:100,000-Scale Maps USGS
US Electric Power Lines Electric Power Transmission Line Data Rextag Strategies Corp.

US AHA Hospitals Sensitive Receptor: AHA Hospitals American Hospital Association, Inc.
US Medical Centers Sensitive Receptor: Medical Centers Centers for Medicare & Medicaid Services
US Nursing Homes Sensitive Receptor: Nursing Homes National Institutes of Health
US Public Schools Sensitive Receptor: Public Schools National Center for Education Statistics
US Private Schools Sensitive Receptor: Private Schools National Center for Education Statistics
ME Daycare Centers Sensitive Receptor: Child Care Listing Department of Human Services


US Flood Zones 100-year and 500-year flood zones Emergency Management Agency (FEMA)
US NWI National Wetlands Inventory U.S. Fish and Wildlife Service
ME State Wetlands Wetlands Inventory Office of Geographic Information Systems
US USGS 7.5’ Topographic Map Scanned Digital USGS 7.5’ Topographic Map (DRG) USGS




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 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

St Acronym Full Name Government Agency Gov Date Arvl. Date Active Date
 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.




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 GEOCHECK ®- PHYSICAL SETTING SOURCE ADDENDUM




TARGET PROPERTY ADDRESS

 BURT COMPANY
 1 CAMBRIDGE STREET
 PORTLAND, ME 04103

TARGET PROPERTY COORDINATES

 Latitude (North): 43.6877 - 43˚ 41’ 15.72’’
 Longitude (West): 70.2886 - 70˚ 17’ 18.96’’
 Universal Tranverse Mercator: Zone 19
 UTM X (Meters): 396143.9
 UTM Y (Meters): 4837778.0
 Elevation: 90 ft. above sea level


USGS TOPOGRAPHIC MAP

 Target Property Map: 43070-F3 PORTLAND WEST, ME
 Most Recent Revision: 1978



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.




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 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 East




SURROUNDING TOPOGRAPHY: ELEVATION PROFILES




Elevation (ft) 92 95 102 98 101 104 97
 85 81 84 75 83 90 89 84 86 77 79 84




 North South
 TP




Elevation (ft) 97 97 91 101 103 105 114 102 97
 82 90 80 80 82 84
 60 46 49 58




 West East
 TP

 ✩ 0 1/2 1 Miles
 Target Property Elevation: 90 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.




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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
  CUMBERLAND, ME YES - refer to the Overview Map and Detail Map

  Flood Plain Panel at Target Property: 2300510007B - FEMA Q3 Flood data

  Additional Panels in search area: 2300510002B - FEMA Q3 Flood data
 2300510006B - FEMA Q3 Flood data

NATIONAL WETLAND INVENTORY
 NWI Electronic
  NWI Quad at Target Property Data Coverage
  PORTLAND WEST 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.



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




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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: Eugeosynclinal Deposits
 System: Devonian and Silurian
 Series: Devonian and Silurian
 Code: DSe (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).




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 8 3

 7
 1

 9
 7 3




 2
 3

 1



 8

 6
 5

 4




 0 1/16 1/8 1/4 Miles




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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: BUXTON

Soil Surface Texture: silt loam

Hydrologic Group: Class D - Very slow infiltration rates. Soils are clayey, have a high
 water table, or are shallow to an impervious layer.

Soil Drainage Class: Somewhat poorly drained

Hydric Status: Not hydric

Corrosion Potential - Uncoated Steel: High

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 Soil conductivity Soil Reaction
 micro m/sec (pH)

 1 0 inches 9 inches silt loam Silt-Clay FINE-GRAINED Max: 14.11 Max: 6.5
 Materials (more SOILS, Silts and Min: 1.41 Min: 4.5
 than 35 pct. Clays (liquid
 passing No. limit less than
 200), Silty 50%), silt.
 Soils.
 2 9 inches 16 inches silty clay loam Silt-Clay FINE-GRAINED Max: 4.23 Max: 7.3
 Materials (more SOILS, Silts and Min: 0.42 Min: 5.1
 than 35 pct. Clays (liquid
 passing No. limit less than
 200), Clayey 50%), Lean Clay
 Soils.
 3 16 inches 38 inches silty clay loam Silt-Clay FINE-GRAINED Max: 1.41 Max: 7.3
 Materials (more SOILS, Silts and Min: 0 Min: 5.1
 than 35 pct. Clays (liquid
 passing No. limit less than
 200), Clayey 50%), Lean Clay
 Soils.
 4 38 inches 59 inches silty clay Silt-Clay FINE-GRAINED Max: 1.41 Max: 7.3
 Materials (more SOILS, Silts and Min: 0 Min: 5.6
 than 35 pct. Clays (liquid
 passing No. limit 50% or
 200), Clayey more), Elastic
 Soils. silt.




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Soil Map ID: 2

Soil Component Name: SCANTIC

Soil Surface Texture: silt loam

Hydrologic Group: Class D - Very slow infiltration rates. Soils are clayey, have a high
 water table, or are shallow to an impervious layer.

Soil Drainage Class: Poorly drained

Hydric Status: All hydric

Corrosion Potential - Uncoated Steel: High

Depth to Bedrock Min: > 0 inches

Depth to Watertable Min: > 15 inches

 Soil Layer Information
 Saturated
 Boundary Classification
 hydraulic
 Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil conductivity Soil Reaction
 micro m/sec (pH)

 1 0 inches 7 inches silt loam Silt-Clay FINE-GRAINED Max: 14.11 Max: 6.5
 Materials (more SOILS, Silts and Min: 1.41 Min: 4.5
 than 35 pct. Clays (liquid
 passing No. limit less than
 200), Clayey 50%), silt.
 Soils.
 2 7 inches 27 inches silty clay loam Silt-Clay FINE-GRAINED Max: 1.41 Max: 7.3
 Materials (more SOILS, Silts and Min: 0 Min: 5.1
 than 35 pct. Clays (liquid
 passing No. limit less than
 200), Clayey 50%), Lean Clay
 Soils.
 3 27 inches 59 inches clay Silt-Clay FINE-GRAINED Max: 1.41 Max: 7.3
 Materials (more SOILS, Silts and Min: 0 Min: 5.6
 than 35 pct. Clays (liquid
 passing No. limit 50% or
 200), Clayey more), Elastic
 Soils. silt.




Soil Map ID: 3

Soil Component Name: HOLLIS

Soil Surface Texture: fine sandy loam

Hydrologic Group: Class C/D - Drained/undrained hydrology class of soils that can be
 drained and classified.

Soil Drainage Class: Somewhat excessively drained




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Hydric Status: Not hydric

Corrosion Potential - Uncoated Steel: Low

Depth to Bedrock Min: > 38 inches

Depth to Watertable Min: > 0 inches

 Soil Layer Information
 Saturated
 Boundary Classification
 hydraulic
 Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil conductivity Soil Reaction
 micro m/sec (pH)

 1 0 inches 5 inches fine sandy loam Silt-Clay COARSE-GRAINED Max: 42.34 Max: 6 Min:
 Materials (more SOILS, Sands, Min: 14.11 3.6
 than 35 pct. Sands with fines,
 passing No. Silty Sand.
 200), Silty
 Soils.
 2 5 inches 18 inches fine sandy loam Silt-Clay COARSE-GRAINED Max: 42.34 Max: 6 Min:
 Materials (more SOILS, Sands, Min: 14.11 3.6
 than 35 pct. Sands with fines,
 passing No. Silty Sand.
 200), Silty
 Soils.
 3 18 inches 22 inches unweathered Not reported Not reported Max: 141.14 Max: Min:
 bedrock Min: 0.07




Soil Map ID: 4

Soil Component Name: DEERFIELD

Soil Surface Texture: loamy 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: Moderately well drained

Hydric Status: Not hydric

Corrosion Potential - Uncoated Steel: Low

Depth to Bedrock Min: > 0 inches

Depth to Watertable Min: > 69 inches




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 Soil Layer Information
 Saturated
 Boundary Classification
 hydraulic
 Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil conductivity Soil Reaction
 micro m/sec (pH)

 1 0 inches 9 inches loamy sand Granular COARSE-GRAINED Max: 141.14 Max: 6 Min:
 materials (35 SOILS, Sands, Min: 42.34 3.6
 pct. or less Sands with fines,
 passing No. Silty Sand.
 200), Silty, or
 Clayey Gravel
 and Sand.
 2 9 inches 24 inches loamy sand Granular COARSE-GRAINED Max: 705 Max: 6 Min:
 materials (35 SOILS, Sands, Min: 141.14 4.5
 pct. or less Sands with fines,
 passing No. Silty Sand.
 200), Silty, or
 Clayey Gravel
 and Sand.
 3 24 inches 59 inches sand Granular COARSE-GRAINED Max: 705 Max: 6 Min:
 materials (35 SOILS, Sands, Min: 141.14 4.5
 pct. or less Sands with fines,
 passing No. Silty Sand.
 200), Silty, or
 Clayey Gravel
 and Sand.




Soil Map ID: 5

Soil Component Name: CUT AND FILL LAND

Soil Surface Texture: very gravelly sandy loam

Hydrologic Group: Class C - Slow infiltration rates. Soils with layers impeding downward
 movement of water, or soils with moderately fine or fine textures.

Soil Drainage Class: Moderately well drained

Hydric Status: Not hydric

Corrosion Potential - Uncoated Steel: Not Reported

Depth to Bedrock Min: > 0 inches

Depth to Watertable Min: > 84 inches




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 Soil Layer Information
 Saturated
 Boundary Classification
 hydraulic
 Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil conductivity Soil Reaction
 micro m/sec (pH)

 1 0 inches 59 inches very gravelly Silt-Clay COARSE-GRAINED Max: 141.14 Max: 7.8
 sandy loam Materials (more SOILS, Gravels, Min: 0.42 Min: 4.5
 than 35 pct. Gravels with
 passing No. fines, Silty
 200), Silty Gravel
 Soils.




Soil Map ID: 6

Soil Component Name: ROCK LAND

Soil Surface Texture: unweathered bedrock

Hydrologic Group: Class D - Very slow infiltration rates. Soils are clayey, have a high
 water table, or are shallow to an impervious layer.

Soil Drainage Class: Excessively drained

Hydric Status: Not hydric

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 Soil conductivity Soil Reaction
 micro m/sec (pH)

 1 0 inches 59 inches unweathered Not reported Not reported Max: Max: Min:
 bedrock Min:




Soil Map ID: 7

Soil Component Name: WALPOLE

Soil Surface Texture: fine sandy loam

Hydrologic Group: Class C - Slow infiltration rates. Soils with layers impeding downward
 movement of water, or soils with moderately fine or fine textures.

Soil Drainage Class: Poorly drained




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Hydric Status: All hydric

Corrosion Potential - Uncoated Steel: Low

Depth to Bedrock Min: > 0 inches

Depth to Watertable Min: > 23 inches

 Soil Layer Information
 Saturated
 Boundary Classification
 hydraulic
 Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil conductivity Soil Reaction
 micro m/sec (pH)

 1 0 inches 7 inches fine sandy loam Silt-Clay COARSE-GRAINED Max: 42.34 Max: 6 Min:
 Materials (more SOILS, Sands, Min: 14.11 4.5
 than 35 pct. Sands with fines,
 passing No. Silty Sand.
 200), Silty
 Soils.
 2 7 inches 20 inches fine sandy loam Silt-Clay COARSE-GRAINED Max: 42.34 Max: 6 Min:
 Materials (more SOILS, Sands, Min: 14.11 4.5
 than 35 pct. Sands with fines,
 passing No. Silty Sand.
 200), Silty
 Soils.
 3 20 inches 59 inches gravelly loamy Granular COARSE-GRAINED Max: 141.14 Max: 6 Min:
 sand materials (35 SOILS, Sands, Min: 42.34 4.5
 pct. or less Sands with fines,
 passing No. Silty Sand.
 200), Silty, or
 Clayey Gravel
 and Sand.




Soil Map ID: 8

Soil Component Name: WINDSOR

Soil Surface Texture: loamy sand

Hydrologic Group: Class A - High infiltration rates. Soils are deep, well drained to
 excessively drained sands and gravels.

Soil Drainage Class: Somewhat excessively drained

Hydric Status: Not hydric

Corrosion Potential - Uncoated Steel: Low

Depth to Bedrock Min: > 0 inches

Depth to Watertable Min: > 0 inches




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 Soil Layer Information
 Saturated
 Boundary Classification
 hydraulic
 Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil conductivity Soil Reaction
 micro m/sec (pH)

 1 0 inches 5 inches loamy sand Granular COARSE-GRAINED Max: 141.14 Max: 6 Min:
 materials (35 SOILS, Sands, Min: 42.34 3.6
 pct. or less Sands with fines,
 passing No. Silty Sand.
 200), Silty, or
 Clayey Gravel
 and Sand.
 2 5 inches 25 inches loamy sand Granular COARSE-GRAINED Max: 141.14 Max: 6 Min:
 materials (35 SOILS, Sands, Min: 42.34 4.5
 pct. or less Sands with fines,
 passing No. Silty Sand.
 200), Silty, or
 Clayey Gravel
 and Sand.
 3 25 inches 59 inches gravelly sand Granular COARSE-GRAINED Max: 705 Max: 6.5
 materials (35 SOILS, Sands, Min: 141.14 Min: 4.5
 pct. or less Clean Sands,
 passing No. Poorly graded
 200), Fine sand.
 Sand. COARSE-GRAINED
 SOILS, Sands,
 Sands with fines,
 Silty Sand.




Soil Map ID: 9

Soil Component Name: BUXTON

Soil Surface Texture: silt loam

Hydrologic Group: Class C - Slow infiltration rates. Soils with layers impeding downward
 movement of water, or soils with moderately fine or fine textures.

Soil Drainage Class: Moderately well drained

Hydric Status: Not hydric

Corrosion Potential - Uncoated Steel: High

Depth to Bedrock Min: > 0 inches

Depth to Watertable Min: > 61 inches




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 Soil Layer Information
 Saturated
 Boundary Classification
 hydraulic
 Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil conductivity Soil Reaction
 micro m/sec (pH)

 1 0 inches 7 inches silt loam Silt-Clay FINE-GRAINED Max: 14.11 Max: 6.5
 Materials (more SOILS, Silts and Min: 1.41 Min: 4.5
 than 35 pct. Clays (liquid
 passing No. limit less than
 200), Silty 50%), silt.
 Soils.
 2 7 inches 16 inches silty clay loam Silt-Clay FINE-GRAINED Max: 4.23 Max: 7.3
 Materials (more SOILS, Silts and Min: 0.42 Min: 5.1
 than 35 pct. Clays (liquid
 passing No. limit less than
 200), Clayey 50%), Lean Clay
 Soils.
 3 16 inches 38 inches silty clay Silt-Clay FINE-GRAINED Max: 1.41 Max: 7.3
 Materials (more SOILS, Silts and Min: 0 Min: 5.1
 than 35 pct. Clays (liquid
 passing No. limit less than
 200), Clayey 50%), Lean Clay
 Soils.
 4 38 inches 59 inches silty clay Silt-Clay FINE-GRAINED Max: 1.41 Max: 7.3
 Materials (more SOILS, Silts and Min: 0 Min: 5.6
 than 35 pct. Clays (liquid
 passing No. limit 50% or
 200), Clayey more), Elastic
 Soils. silt.




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
 1 USGS40000420049 1/2 - 1 Mile North




 TC4329842.2s Page A-13


 Page 172
 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY


FEDERAL USGS WELL INFORMATION
 LOCATION
  MAP ID WELL ID FROM TP
 2 USGS40000419942 1/2 - 1 Mile SE


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
  No Wells Found




 TC4329842.2s Page A-14


 Page 173
 0 0 0
 1 2
 1 2 0



 40
 1 2 0 120 8 0




 80 120
 80
 8 0
 80
 80
 80
 8 0




 160
 80
 80
 80 0
 12 20
 80 1

 80
 0
 8


 80
 80 40




 8 0 80
 80
 20
 1



 80 40
 40
 20
 1

 1 2 0

 40




 1
 20



 4
 80 0
 80

 40



  4 0
 ME
 4 0 80




 40
 4 0 1 2 0



  4




 Page 174
EDR Inc.
 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS


 Map ID
 Direction
 Distance
 Elevation Database EDR ID Number

 1
 North Click here for full text details FED USGS USGS40000420049
 1/2 - 1 Mile
 Lower




 2
 SE Click here for full text details FED USGS USGS40000419942
 1/2 - 1 Mile
 Lower




 Page: 1


 Page 175
EDR Inc.
 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS
 RADON

  AREA RADON INFORMATION



State Database: ME Radon

  Radon Test Results


Zip City Floor Results
__ ___ ____ ______

04103 Portland B 1.1
04103 Portland B 2.2
04103 Portland B 7.6
04103 Portland B 10.7
04103 Portland B 10.7
04103 Portland B 120.2
04103 Portland B 1.4
04103 Portland B 3.6
04103 Portland B 2.9
04103 Portland B 3.9
04103 Portland B 5.4
04103 Portland B 4.2
04103 Portland B 2.4
04103 Portland B 12.2
04103 Portland B 6.8
04103 Portland B 1.5
04103 Portland B 4.2
04103 Portland B 2.4
04103 Portland B 12.2
04103 Portland B 6.8
04103 Portland B 1.5
04103 PORTLAND B 2.2
04103 PORTLAND B 2.4
04103 B 2.6
04103 B 0.8
04103 B 2.2
04103 B 0.4
04103 B 0.3
04103 B 0.4
04103 B 4.6
04103 B 4.5
04103 F 2.9
04103 Portland B 1.7
04103 Portland B 5.0
04103 Portland B 11.4
04103 Portland B 4.0
04103 Portland B 12.9
04103 Portland B 11.0
04103 Portland B 1.5
04103 Portland B 4.0
04103 Portland B 0.9
04103 Portland B 1.6
04103 Portland B 0.9
04103 Portland B 1.4
04103 PORTLAND U 0.0
04103 Portland B 2.1
04103




 TC4329842.2s Page 2


 Page 176
 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS
 RADON

  AREA RADON INFORMATION

 Portland B 1.9
04103 Portland B 3.3
04103 PORTLAND B 7.2
04103 PORTLAND F 1.7
04103 PORTLAND F 1.6
04103 Portland B 2.3
04103 Portland B 10.2
04103 Portland B 5.9
04103 Portland B 4.2
04103 Portland B 2.3
04103 Portland B 10.2
04103 Portland B 5.9
04103 Portland B 4.2
04103 Portland B 1.1
04103 Portland B 2.2
04103 Portland B 7.6
04103 F 0.7
04103 B 1.5
04103 B 1.8
04103 F 4.3
04103 B 12.6
04103 B 12.6
04103 B 0.3
04103 B 13.4
04103 B 13.1
04103 B 13.4
04103 B 13.1
04103 B 0.8
04103 B 0.7
04103 B 4.2
04103 B 4.1
04103 F 3.4
04103 B 13.4
04103 B 13.2
04103 B 7.1
04103 F 4.0
04103 B 6.9
04103 B 5.2
04103 B 5.0
04103 F 1.8
04103 B 2.2
04103 B 2.5
04103 Portland B 19.5
04103 Portland B 2.3
04103 Portland B 50.0
04103 Portland B 19.5
04103 Portland B 2.3
04103 Portland B 50.0
04103 B 1.5
04103 B 8.1
04103 B 7.5
04103 B 1.3
04103 B 0.4
04103 U 0.1
04103 B 0.3
04103 B 1.2
04103




 TC4329842.2s Page 3


 Page 177
 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS
 RADON

  AREA RADON INFORMATION

 B 1.0
04103 F 3.8
04103 F 3.8
04103 B 1.7
04103 F 0.8
04103 B 2.0
04103 B 2.3
04103 14456600 0.0
04103 B 2.9
04103 B 2.9
04103 Portland B 0.9
04103 Portland B 0.9
04103 Portland B 2.9
04103 B 4.6
04103 F 1.2
04103 B 4.7
04103 B 7.6
04103 B 1.7
04103 B 15.6
04103 B 7.7
04103 B 18.6
04103 B 1.5
04103 B 0.7
04103 F 1.3
04103 F 1.0
04103 B 2.4
04103 B 2.2
04103 F 0.7
04103 F 0.6
04103 Portland B 2.9
04103 B 1.2
04103 Portland B 5.3
04103 Portland B 5.0
04103 Portlqnd B 6.9
04103 Portland B 2.7
04103 Portland B 5.3
04103 Portland B 5.0
04103 Portlqnd B 6.9
04103 Portland B 2.7
04103 Portland B 4.0
04103 Portland B 2.1
04103 Portland B 9.3
04103 Portland B 4.0
04103 Portland B 2.1
04103 Portland B 9.3
04103 Portland B 3.7
04103 Portland B 2.8
04103 Portland B 3.7
04103 Portland B 2.8
04103 10/16/02 0:00:00 4 921.2
04103 Portland B 8.2
04103 Porltand B 8.2
04103 Portland B 8.2
04103 Porltand B 8.2
04103 U 0.8
04103 2.7
04103




 TC4329842.2s Page 4


 Page 178
 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS
 RADON

  AREA RADON INFORMATION

 Portland B 2.7
04103 Porltand B 1.5
04103 Portland B 2.7
04103 Porltand B 1.5
04103 U 0.8
04103 2.7
04103 Portland B 2.8
04103 Portland B 2.8
04103 Portland B 0.9
04103 Portland B 2.3
04103 Portland B 2.5
04103 Portland B 2.4
04103 Portland B 0.9
04103 Portland B 2.3
04103 Portland B 2.5
04103 Portland B 2.4
04103 F 0.6
04103 B 3.5
04103 F 1.7
04103 Portland B 2.6
04103 Portland B 2.3
04103 Portland B 7.6
04103 Portland B 1.8
04103 Portland B 2.6
04103 Portland B 2.3
04103 Portland B 7.6
04103 Portland B 1.8
04103 Portland B 2.9
04103 Portland B 1.9
04103 Portland B 3.3
04103 Portland B 4.8
04103 Portland B 4.7
04103 Portland B 1.0
04103 Portland B 1.4
04103 Portland B 2.7
04103 Portland B 2.9
04103 Portland B 1.9
04103 Portland B 3.3
04103 Portland B 4.8
04103 Portland B 4.7
04103 Portland B 1.0
04103 Portland B 1.4
04103 Portland B 2.7
04103 Portland B 1.5
04103 Portland B 2.8
04103 Portland B 8.0
04103 Portland B 1.2
04103 Portland B 1.5
04103 Portland B 2.8
04103 Portland B 16.0
04103 Portland B 1.5
04103 Portland B 5.4
04103 Portland B 16.0
04103 Portland B 1.5
04103 Portland B 5.4
04103 Portland B 3.4
04103




 TC4329842.2s Page 5


 Page 179
 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS
 RADON

  AREA RADON INFORMATION

 Portland B 5.2
04103 Portland B 9.0
04103 Portland B 4.0
04103 Portland B 4.2
04103 Portland B 3.4
04103 Portland B 5.2
04103 Portland B 9.0
04103 Portland B 4.0
04103 Portland B 4.2
04103 B 1.7
04103 Portland B 2.0
04103 Portland B 3.0
04103 Portland B 3.0
04103 Portland B 4.9
04103 Yarmouth B 6.3
04103 Portland B 0.9
04103 Portland B 1.3
04103 Portland B 2.3
04103 B 2.4
04103 Portland B 2.0
04103 Portland B 3.0
04103 Portland B 3.0
04103 Portland B 5.9
04103 Portland B 4.2
04103 Portland B 2.0
04103 Portland B 5.9
04103 Portland B 4.2
04103 Portland B 2.0
04103 B 22.8
04103 Portland B 8.0
04103 Portland B 21.5
04103 Portland B 6.5
04103 Portland B 8.0
04103 Portland B 21.5
04103 Portland B 6.5
04103 Portland B 10.3
04103 Portland B 4.0
04103 Portland B 6.9
04103 Portland B 4.0
04103 Portland B 6.9
04103 Portland B 10.3
04103 Portland B 4.1
04103 Portland B 3.4
04103 Portland B 4.9
04103 Yarmouth B 6.3
04103 Portland B 0.9
04103 Portland B 1.3
04103 Portland B 2.3
04103 Portland B 4.1
04103 Portland B 3.4
04103 Portland B 1.9
04103 Portland B 4.5
04103 Portland B 0.6
04103 Portland B 1.9
04103 Portland B 4.5
04103 Portland B 0.6
04103




 TC4329842.2s Page 6


 Page 180
 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS
 RADON

  AREA RADON INFORMATION

 Portland B 6.4
04103 Portland B 14.8
04103 Portland B 31.3
04103 Portland B 3.5
04103 Portland B 1.8
04103 Portland B 23.9
04103 Portland B 4.6
04103 Portland B 6.4
04103 Portland B 14.8
04103 Portland B 31.3
04103 Portland B 3.5
04103 Portland B 1.8
04103 Portland B 23.9
04103 Portland B 4.6
04103 Portland B 8.0
04103 Portland B 1.2



  Federal EPA Radon Zone for CUMBERLAND County: 1
 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: 04103
  Number of sites tested: 12
  Area Average Activity % <4 pCi/L % 4-20 pCi/L % >20 pCi/L

  Living Area - 1st Floor 2.300 pCi/L 100% 0% 0%
  Living Area - 2nd Floor Not Reported Not Reported Not Reported Not Reported
  Basement 3.883 pCi/L 67% 33% 0%




 TC4329842.2s Page 7


 Page 181
 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: Office of Geographic Information Systems
 Telephone: 207-287-6144




 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.




 TC4329842.2s Page PSGR-1
 Page 182
EDR Inc.
 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

Public Water Supply Wells Database
  Source: Department of Human Services, Drinking Water Program
  Telephone: 207-287-6196
  There are 3 types of public water systems in Maine: Transient Systems; Community Systems and Non-transient Non-community
 Systems


OTHER STATE DATABASE INFORMATION


RADON

Maine Radon Test Results
  Source: Department of Human Services
  Telephone: 207-287-5698
  The state of Maine Radiation Control Program’s - Radon/Indor Air Quality Section’s position on radon map, is that
  they should be used neither to predict the presence of high nor low values in any given geographic or geologic
  area. The only conclusion that should be drawn from this data is that radon in omnipresent in the soil gasses
  in the state of Maine, and therefore all residences and buildings that come in contact with the ground should
  be tested for radon.

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.

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

 TC4329842.2s Page PSGR-2
 Page 183
 PHYSICAL SETTING SOURCE RECORDS SEARCHED


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.




 TC4329842.2s Page PSGR-3
 Page 184
 Appendix C
 Interview Documents




Environmental Site Assessment 15056
Former Burt Company Parcel

 Page 185
 Initials: _________
 Sebago Technics, Inc.
 AAI User Questionnaire

Site Location: 0 Cornell St., Portland, ME (Tax Map 151A-A-13)

In order to receive CERCLA liability protection, the user1 must provide the following information (if
available). Failure to provide this information could result in the determination that “all appropriate
inquiry” was not complete.

1. Environmental cleanup liens that are filed or recorded against the site (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?

  Yes
  No
 x Unknown

2. Activity and land use limitations (AULs) that are in place on the site 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 site and/or have been filed or recorded in a registry under
 federal, tribal, state or local law?

  Yes
  No
 x Unknown

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?

  Yes
 x No
  Unknown

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? If you conclude that there is a difference, have you considered whether the lower
 purchase price is because contamination is known or believed to be present at the property?

  Yes
 X No
  Unknown

1
 the party seeking to complete an AAI to receive CERCLA liability protection
 Page 1 of 2

 Page 186
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,

 (a) Do you know the past uses of the property?
 (b) Do you know of specific chemicals that are present or once were present at the
 property?
 (c) Do you know of spills or other chemical releases that have taken place at the property?
 (d) Do you know of any environmental cleanups that have taken place at the property?

 X Yes
  No
  Unknown

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?

 X Yes - See attached Brownfield Site Assessment Report of 2/24/1999.
  No
  Unknown


 7/1/2015
_________________ ___________________________________
DATE SIGNATURE

 Gregory A. Mitchell
Name:
 Economic Development Director
Title:
 Economic Development Director
Company:




 Page 2 of 2

 Page 187
 Appendix D
 Historical Research Documents




Environmental Site Assessment 15056
Former Burt Company Parcel

 Page 188
Page 189
Page 190
Page 191
Page 192
Page 193
Page 194
Page 195
Burt Company
1 Cambridge Street
Portland, ME 04103


Inquiry Number: 4329842.3
June 18, 2015




 Certified Sanborn® Map Report




 Page 196
  Certified Sanborn® Map Report 6/18/15

 Site Name: Client Name:
 Burt Company Sebago Technics, Inc.
 1 Cambridge Street 75 John Roberts Road, Suite
 Portland, ME 04103 SOUTH POTRLAND, ME
 EDR Inquiry # 4329842.3 Contact: Grant Austin
 The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Sebago
 Technics, 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: Burt Company
 Address: 1 Cambridge Street
 City, State, Zip: Portland, ME 04103
 Cross Street:
 P.O. # 15056
 Project: Former Burt Company Site Sanborn® Library search results
 Certification # F57B-4A3D-86C7
 Certification # F57B-4A3D-86C7
 The Sanborn Library includes more than 1.2 million
 Maps Provided: fire insurance maps from Sanborn, Bromley, Perris &
 Browne, Hopkins, Barlow and others which track
 1988
 historical property usage in approximately 12,000
 1980 American cities and towns. Collections searched:
 1971
 1954 Library of Congress
 University Publications of America

 EDR Private Collection

 The Sanborn Library LLC Since 1866™


Limited Permission To Make Copies
Sebago Technics, 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.




 4329842 - 3 page 2
 Page 197
Sanborn Sheet Thumbnails
This Certified Sanborn Map Report is based upon the following Sanborn
Fire Insurance map sheets.




1988 Source Sheets




Volume 2, Sheet 4 Volume 2, Sheet 7 Volume 2, Sheet 2



1980 Source Sheets




Volume 2, Sheet 7 Volume 2, Sheet 2



1971 Source Sheets




Volume 2, Sheet 4 Volume 2, Sheet 7 Volume 2, Sheet 2



1954 Source Sheets




Volume 2, Sheet 2




 4329842 - 3 page 3
 Page 198
 1988 Certified Sanborn Map




 F57B-4A3D-86C7




Site Name: Burt Company
Address: 1 Cambridge Street

City, ST, ZIP: Portland ME 04103

Client: Sebago Technics, Inc.

EDR Inquiry: 4329842.3
Order Date: 6/18/2015 8:57:02 PM
Certification # F57B-4A3D-86C7

Copyright: 1988


 This Certified Sanborn Map combines the following sheets.
 Outlined areas indicate map sheets within the collection. 0 Feet 150 300 600
 Volume 2, Sheet 4
 Volume 2, Sheet 7
 Volume 2, Sheet 2




 4329842 - 3 page 4
 Page 199
 1980 Certified Sanborn Map




 F57B-4A3D-86C7




Site Name: Burt Company
Address: 1 Cambridge Street

City, ST, ZIP: Portland ME 04103

Client: Sebago Technics, Inc.

EDR Inquiry: 4329842.3
Order Date: 6/18/2015 8:57:02 PM
Certification # F57B-4A3D-86C7

Copyright: 1980


 This Certified Sanborn Map combines the following sheets.
 Outlined areas indicate map sheets within the collection. 0 Feet 150 300 600
 Volume 2, Sheet 7
 Volume 2, Sheet 2




 4329842 - 3 page 5
 Page 200
 1971 Certified Sanborn Map




 F57B-4A3D-86C7




Site Name: Burt Company
Address: 1 Cambridge Street

City, ST, ZIP: Portland ME 04103

Client: Sebago Technics, Inc.

EDR Inquiry: 4329842.3
Order Date: 6/18/2015 8:57:02 PM
Certification # F57B-4A3D-86C7

Copyright: 1971


 This Certified Sanborn Map combines the following sheets.
 Outlined areas indicate map sheets within the collection. 0 Feet 150 300 600
 Volume 2, Sheet 4
 Volume 2, Sheet 7
 Volume 2, Sheet 2




 4329842 - 3 page 6
 Page 201
 1954 Certified Sanborn Map




 F57B-4A3D-86C7




Site Name: Burt Company
Address: 1 Cambridge Street

City, ST, ZIP: Portland ME 04103

Client: Sebago Technics, Inc.

EDR Inquiry: 4329842.3
Order Date: 6/18/2015 8:57:02 PM
Certification # F57B-4A3D-86C7

Copyright: 1954


 This Certified Sanborn Map combines the following sheets.
 Outlined areas indicate map sheets within the collection. 0 Feet 150 300 600
 Volume 2, Sheet 2




 4329842 - 3 page 7
 Page 202
Burt Company
1 Cambridge Street
Portland, ME 04103


Inquiry Number: 4329842.5
June 19, 2015




 The EDR Aerial Photo Decade Package




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 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,
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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
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used herein are the property of their respective owners.

 Page 204
Date EDR Searched Historical Sources:
Aerial PhotographyJune 19, 2015

Target Property:
1 Cambridge Street
Portland, ME 04103



Year Scale Details Source
1956 Aerial Photograph. Scale: 1"=500' Flight Date: May 17, 1956 EDR


1960 Aerial Photograph. Scale: 1"=1000' Flight Date: June 27, 1960 EDR


1970 Aerial Photograph. Scale: 1"=500' Flight Date: May 21, 1970 EDR


1975 Aerial Photograph. Scale: 1"=1000' Flight Date: April 30, 1975 EDR


1987 Aerial Photograph. Scale: 1"=500' Flight Date: May 14, 1987 USGS


1992 Aerial Photograph. Scale: 1"=500' Flight Date: June 12, 1992 USGS


1997 Aerial Photograph. Scale: 1"=500' DOQQ - acquisition dates: June 07, 1997 USGS/DOQQ


2003 Aerial Photograph. Scale: 1"=500' Flight Date: May 04, 2003 EDR


2006 Aerial Photograph. Scale: 1"=500' Flight Year: 2006 USDA/NAIP


2007 Aerial Photograph. Scale: 1"=500' Flight Year: 2007 USDA/NAIP


2009 Aerial Photograph. Scale: 1"=500' Flight Year: 2009 USDA/NAIP


2011 Aerial Photograph. Scale: 1"=500' Flight Year: 2011 USDA/NAIP




 4329842.5
 2 205
 Page
INQUIRY #: 4329842.5

YEAR: 1956

 = 500'
 Page 206
INQUIRY #: 4329842.5

YEAR: 1960

 = 1000'
 Page 207
INQUIRY #: 4329842.5

YEAR: 1970

 = 500'
 Page 208
INQUIRY #: 4329842.5

YEAR: 1975

 = 1000'
 Page 209
INQUIRY #: 4329842.5

YEAR: 1987

 = 500'
 Page 210
INQUIRY #: 4329842.5

YEAR: 1992

 = 500'
 Page 211
INQUIRY #: 4329842.5

YEAR: 1997

 = 500'
 Page 212
INQUIRY #: 4329842.5

YEAR: 2003

 = 500'
 Page 213
INQUIRY #: 4329842.5

YEAR: 2006

 = 500'
 Page 214
INQUIRY #: 4329842.5

YEAR: 2007

 = 500'
 Page 215
 Appendix E
 Burt Company Environmental Documents




Environmental Site Assessment 15056
Former Burt Company Parcel

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 Appendix F
 MDEP Spill Reports




Environmental Site Assessment 15056
Former Burt Company Parcel

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 Appendix G
 Historical Environmental Records




Environmental Site Assessment 15056
Former Burt Company Parcel

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December 11, 2015
15426


Mr. Nicholas J. Hodgkins
Maine Department of Environmental Protection
Bureau of Remediation and Waste Management
Division of Remediation
17 State House Station
Augusta, ME 04333-0017

Voluntary Response Action Program
Former Burt Company Site and Adjacent Property, Cambridge & Cornell Streets, Portland, Maine

Dear Mr. Hodgkins:

Enclosed please find a completed copy of the Application for Assistance within the Maine Department of
Environmental Protection (Maine DEP) Voluntary Response Action Program (VRAP) for two contiguous
properties on Cambridge and Cornell Streets in Portland. Sebago Technics, Inc. (STI) is acting as
environmental consultant on behalf of the City of Portland (the “Applicant”) for these properties. These
two properties (the “Property”) are identified on the City of Portland Tax Map 151A, Block A, Lots 13 &
21. Lot 13 is the former location of the Burt Company, located at 1 Cambridge Street, with Lot 21
consisting of a vacant property, with a listed address of 21 Cornell Street within the City of Portland.

The sites are currently vacant, with the exception of stream culverts and embankment stabilization
materials. Remaining portions of the property contain a mix of recently cut brush and trees, and
previously undeveloped wooded and wetland areas.

Background

The former Burt Company property was listed with the US Environmental Protection Agency (EPA) as a
State Hazardous Waste Site (SHWS) and is listed as a Federal Brownfields site. The Burt Company site
was the subject of environmental investigations beginning in the early 1990’s and most recently in 2008
as part of a previous VRAP application in conjunction with potential redevelopment of the 1 Cambridge
Street site. VRAP approved redevelopment plans at the time of the 2008 application included a
detention pond and athletic field proposed for this site. These redevelopment plans were approved
provided contaminated soils were placed under cover systems, or removed from the site altogether. STI
recently contacted the current Maine DEP site representative Brian Beneski concerning the current
status of the site, whom confirmed the site had been characterized in 2007 & 2008 by St. Germain &
Associates, however no remediation has been completed due to the project redevelopment plans
stalled at that time.

The second property, Lot 21, located immediately adjacent to the northeast of the former Burt Company
site, remains vacant and undeveloped. Much of this property consists of undeveloped wetlands and
isolated upland pockets.

Previous site characterization conducted within St Germain & Associate’s Site Investigation Report
Parcel CP Morrill’s Crossing Project, Allen Avenue, Portland, Maine, January 25, 2008 indicates both
arsenic and lead contamination exists on the former Burt Company portion of the property, with lead


 75 John Roberts Road – Suite 1A, South Portland, ME 04106-6963  207-200-2100  Fax: 207-856-2206
 Page 311
Mr. Nicholas J. Hodgkins 2 December 11, 2015


contaminated soils remaining on a southern portion of the Cornell Street property. This contamination,
as reported in the 2008 Report, is above applicable Remedial Action Guidelines (RAGs) for the property.
While conducting the 2008 Phase II investigation, ST Germain & Associates collected surface samples
which extended onto the adjacent Cornell Street property, which indicate concentrations of lead in soils,
also over applicable RAGs. These documented exceedances were identified as recognized
environmental conditions in the Phase I ESAs for each of these properties, and as a result, are proposed
to be mitigated in conjunction with the property’s application to VRAP.

Proposed Site Redevelopment Plans

The City of Portland, current owner of the former Burt Company portion of the property is currently
proposing a land swap with J.B. Brown & Sons for the adjacent Cornell Street property. These properties
will be swapped and subdivided, resulting in the City of Portland obtaining the Cornell Street property
and retaining the lead contaminated portions of the former Burt Company parcel. Following the land
swap, J.B. Brown intends to lease the Cambridge street property for commercial uses, primarily for the
storage of landscaping materials and waste (clippings/wood waste/mulch, etc.). The City of Portland has
no current redevelopment plans for the Cornell Street portion of the property. No structures are
currently proposed for either parcel included in this property.

Proposed Remedial Action Plan

In general, the Remedial Action Plan includes the isolation of previously identified areas of
contamination on the property. Soils impacted with lead and arsenic will be isolated using engineering
and institutional controls. This will apply to lead and arsenic concentrations in soil above the
Construction Worker exposure scenario RAG (arsenic RAG=42 mg/kg and lead RAG 950 mg/kg). This site
specific Remedial Action Plan calls for covering areas of the site exceeding the RAG for the applicable
contaminant with a cover system. These cover systems will include two feet of clean fill used to create a
barrier between the identified contamination and potential exposure pathways. These areas include
lead contaminated areas on the northeast corner of the former Burt Company parcel, and extend into
the southern edge of the Cornell Street property as well as two areas of arsenic contamination in the
central and southwestern portion of the Burt Company parcel. STI proposes to use previously
delineated areas of contamination identified on Figures within St. Germain & Associates Site
Investigation Report Parcel CP Morrill’s Crossing Project, Allen Avenue, Portland, Maine, January 25,
2008. Additionally, cover systems installed onsite will be identified on the project’s as-built plan
indicating areas of engineering controls.

This property will also be required to implement institutional controls which will be stated within the
Declaration of Environmental Covenant (“Declaration”) pursuant to the Uniform Environmental
Covenants Act, 38 M.R.S.A. § 3001 et seq. These will likely include adherence to a Soils Management
Plan, continued commercial use of the property, and no installation of groundwater extraction wells on
the property without prior permission from the Department. This document, once approved by the
Department, will be recorded in the Cumberland County Registry of Deeds for each parcel.

Closure

This application has been completed following discussions with the applicant indicating the Application
for Assistance would be submitted for both properties, and based on existing environmental data, would
not require additional Phase II Environmental Site Assessments. Based on the impending land swap and
desire to institute engineering controls prior to the property transaction and winter conditions, VRAP’s
prompt review of the enclosed application and materials would be most appreciated. STI believes that,
based on the impending engineering controls, the continued commercial use of the property, and lack of


 75 John Roberts Road – Suite 1A, South Portland, ME 04106-6963  207-200-2100  Fax: 207-856-2206
 Page 312
Mr. Nicholas J. Hodgkins 3 December 11, 2015


nearby drinking water wells; this property does not pose a threat to public health, welfare, and the
environment. STI is requesting the MDEP to issue a “No Action Assurance” letter stating that if the
Remedial Action Plan is properly implemented, and any future soils are to be excavated/handled in
accordance with a Soils Management Plan, the Department will assure the applicant that no
enforcement action will be taken.

STI appreciates your timely review and comment on the enclosed application and recommendation.
Should you have any questions, I am available at (207) 200-2052.

Sincerely,

SEBAGO TECHNICS, INC.




Grant E. Austin
Environmental Scientist

GEA/llg
Enc., Application for Assistance
 Application Fee
 Phase I Environmental Site Assessments

cc: Greg Mitchell, City of Portland




 75 John Roberts Road – Suite 1A, South Portland, ME 04106-6963  207-200-2100  Fax: 207-856-2206
 Page 313
 Maine Department of Environmental Protection

 Maine Voluntary Response Action Program

 Application for Assistance

Please complete this application to request technical assistance from the Voluntary Remedial
Action Plan Program (VRAP) pursuant to Title 38 MRSA, Section 342, Subsection 15.

General Site Information

Property name: Cambridge & Cornell Street Properties
Street Address: 1 Cambridge & 21 Cornell Streets
City (or Township): Portland
Tax map #: 151A-A Lot #: 13 & 21
UTM Coordinates (Map Datum: NAD83): 396216.97E 4838001.38N
Total Acreage of Property (all parcels): 4.53


Property Description Recorded at Registry of Deeds
County: Cumberland Book: 4256 Page: 60


Applicant Information
Applicant/Organization*: City of Portland
Contact Person: Greg Mitchell Title: Economic Development Director
Address: 389 Congress Street
City: Portland State: ME Zip: 04101
Phone: 874-8945 Fax: 756-8217
E-mail: gmitchell@portlandmaine.gov
*The applicant/co-applicant are the individual(s) or organization(s) that will be the recipient of
any applicable administrative or liability assurances provided by VRAP. The applicant is also
responsible for payment of fees for Department review and oversight costs.



 Page 314
Co-Applicant Information (if applicable)
Co-Applicant/Organization*:
Contact Person: Title:
Address:
City: State: Zip:
Phone: Fax:
E-mail:


Co-Applicant/Organization*:
Contact Person: Title:
Address:
City: State: Zip:
Phone: Fax:
E-mail:


Current property owner (if different than applicant)
Name: Vincent Veroneau Title: President
Organization: J.B. Brown & Sons
Address: P.O. Box 207
City: Portland State: ME Zip: 04112
Phone: 774-5908 Fax: 774-0898
E-mail: veroneau@jbbrown.com


Involvement with other regulatory programs
 Yes

 None known

If yes, list the program/contact person from the Department: Brian Beneski-Uncontrolled
Sites




 Page 315
Contact person(s)
Please list the name(s) of your current environmental consultant and legal counsel.
Consultant: Grant Austin __________ of Sebago Technics, Inc.
Address: 75 John Roberts Road, Suite 1A
City: South Portland State:ME Zip: 04106
Phone: 200-2052 Fax: 856-0277
E-Mail: gaustin@sebagotechnics.com


Attorney: Michael Goldman of City of Portland
Address: 389 Congress Street
City: Portland State:ME Zip: 04101
Phone: 874-8480 Fax: 874-8497
E-mail: mig@portlandmaine.gov


As applicant/co-applicant, agents that may act on my behalf (list, if any):


For , of .




For , of .




For , of .




For , of .




For , of .




 Page 316
Page 317
Page 318
 STATE OF MAINE
 DEPARTMENT OF ENVIRONMENTAL PROTECTION




 PAUL R. LEPAGE AVERY T. DAY
 GOVERNOR ACTING COMMISSIONER


 December 28, 2015

 City of Portland
 c/o Greg Mitchell, Economic Development Director
 389 Congress Street
 Portland, ME 04101

 Re: Receipt of Voluntary Response Action Program Application

 Mr. Greg Mitchell:

 The Maine Department of Environmental Protection’s Voluntary Response Action Program
 (VRAP) has received your application for the property identified as Burt Company, including
 parcels located at 1 Cambridge Street and 21 Cornell Street in Portland, Maine. You have
 requested that the property participate in VRAP and receive the protection from Department
 enforcement actions as provided by VRAP law.

 I have been assigned as the VRAP Project Manager for this project, and will be your main point
 of contact. The Project Geologist for this project is Troy Smith. We will be reviewing the
 information you submitted with the application, as well as visiting the property at a time that is
 convenient. We anticipate providing our response to the information you’ve submitted by
 January 15, 2015.

 You will be required to reimburse VRAP for any costs incurred during our review and oversight
 of the project. Please see the attached memo regarding typical costs for participating in VRAP.

 We look forward to working with you and your consultant on this project. Please feel free to call
 me at 207-287-6222 if you have any questions.

 Sincerely,
 Digitally signed by Benjamin W. Guidi
 DN: cn=Benjamin W. Guidi, o=Maine
 Department of Environmental
 Protection, ou=BRWM/Remediation,
 email=benjamin.w.guidi@maine.gov,
 c=US
 Date: 2015.12.28 14:48:46 -05'00'


 Benjamin Guidi
 Voluntary Remediation Action Program
 Division of Remediation

 cc: Vincent Veroneau, J.B. Brown & Sons
 Grant Austin, STI
 Michael Goldman, Portland
AUGUSTA BANGOR PORTLAND PRESQUE ISLE
17 STATE HOUSE STATION 106 HOGAN ROAD, SUITE 6 312 CANCO ROAD 1235 CENTRAL DRIVE, SKYWAY PARK
AUGUSTA, MAINE 04333-0017 BANGOR, MAINE 04401 PORTLAND, MAINE 04103 PRESQUE ISLE, MAINE 04769
(207) 287-7688 FAX: (207) 287-7826 (207) 941-4570 FAX: (207) 941-4584 (207) 822-6300 FAX: (207) 822-6303 (207) 764-0477 FAX: (207) 760-3143
web site: www.maine.gov/dep


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January 15, 2016
15426


Benjamin W. Guidi
Project Manager, Brownfields & VRAP
Maine Department of Environmental Protection
Bureau of Remediation and Waste Management
Division of Remediation
17 State House Station
Augusta, ME 04333-0017

RE: Voluntary Response Action Program
Former Burt Company Site and Adjacent Property, Cambridge & Cornell Streets, Portland, Maine

Dear Mr. Guidi:

Sebago Technics, Inc. (STI) is pleased to present the Remedial Action Plan (RAP) in conjunction with the City
of Portland and J.B. Brown and Son’s Application for Assistance within the Maine Department of
Environmental Protection (Maine DEP) Voluntary Response Action Program (VRAP) for two contiguous
properties on Cambridge and Cornell Streets in Portland. Sebago Technics, Inc. (STI) is acting as
environmental consultant on behalf of the City of Portland for these properties.

Background

Based on discussions with the applicants, the City of Portland proposed a land-swap with J.B. Brown & Sons,
which will consolidate potentially exposed contaminated soils on a portion of the parcel the City of Portland
wishes to retain. Currently, the existing former Burt Company Property (Tax Map 151 Lot A-13) contains
areas of Arsenic and Lead contaminated soils above the “Excavation or Construction Worker” exposure
scenario applicable Remedial Action Guideline (RAG) for the property (potential commercial redevelopment
of the site). These areas include soils that are considered “accessible soil” as defined by the Maine DEP,
which are located less than two feet below the ground surface and are not covered by pavement or a cover
system. These areas include a small area at the end of the former Burt Company access driveway containing
arsenic contaminated soils and a larger area of lead contaminated soils on the northeast corner of the site
(see Figure 1-Areas of Remediation). Additionally, previous site investigations conducted in 2007 reveal soil
samples exceeding RAGs for lead on the adjacent parcel (Tax Map 151A Lot A21), which is also included in
this application. These soils are identified in the 0-2 depth below surface grade, and would be considered
accessible soil, and therefore proposed to be mitigated.

Remedial Action Plan

It’s the understanding of STI that the City of Portland proposes to remove any potentially accessible soil
above Excavation or Construction Worker RAGs and relocate these soils to a portion of the parcel the City will
retain following the land-swap. Specifically, the City of Portland proposes to remove Arsenic contaminated
soils above RAGs that are considered accessible soil and relocate to the existing area containing Lead
contaminated soils above RAGs, on the northeastern portion of the parcel. These Arsenic contaminated soils
will be removed from a small area near the center of the former Burt Company parcel until RAGs are
achieved, and will be relocated on an area of existing Lead contaminated accessible soils prior to being
mitigated with the implementation of a cover system. Arsenic contaminated soils will be delineated in the
field by an Environmental Professional screening excavated soils for the presence of Arsenic using a portable


 75 John Roberts Road – Suite 1A, South Portland, ME 04106-6963  207-200-2100  Fax: 207-856-2206
 Page 339
Mr. Benjamin Guidi 2 January 15, 2016
15426

x-ray Fluorescence (XRF) detector. The frequency of soil screening will be at the discretion of the
Environmental Professional and will use Maine DEP Remediation Standard Operating Procedure DR#25
Protocol for Collecting Data Using an Innov-X Field Portable X-Ray Fluorescence Spectrometer for Certain
Metals in Solid Media.

Following the removal and relocation of the Arsenic contaminated soils, the City intends to relocate soils over
the existing Lead contaminated accessible soils, and backfill any excavated areas with a minimum of two feet
of clean soil (cover system). The remaining area occupied by the Lead and Arsenic contaminated accessible
soils will be mitigated with the implementation of a cover system constructed with a minimum of two feet of
clean fill. This area will be designated with a marked layer prior to installation of the cover system and
delineated on a plan sheet to be filed with VRAP documentation (Certificate of Completion) and Soil
Management Plans. Remaining areas of the site will contain accessible soils with any remaining
contamination below Maine DEP’s RAGs.

This property will also be required to implement institutional/engineering controls which will be stated
within the Declaration of Environmental Covenant (“Declaration”) pursuant to the Uniform Environmental
Covenants Act, 38 M.R.S.A. § 3001 et seq. These will likely include adherence to a Soils Management Plan,
continued commercial use of the property, and no installation of groundwater extraction wells on the
property without prior permission from the Department. This document, once approved by the Department,
will be recorded in the Cumberland County Registry of Deeds.

Closure

This RAP has been completed following previous discussions with Maine DEP staff familiar with this property
and with the similarly proposed RAP within this site’s 2007 VRAP application. STI believes that, based on the
prior approval of a similar RAP, completion of remedial efforts described herein, the continued commercial
use of the property, and lack of nearby drinking water wells; this property does not pose a threat to public
health, welfare, and the environment. STI is requesting the MDEP to issue a “No Action Assurance” letter
stating that if the RAP is properly implemented, and any future soils are to be excavated/handled in
accordance with a Soils Management Plan, the Department will assure the applicant that no enforcement
action will be taken.

STI appreciates your timely review and comment on the enclosed application and recommendation. Should
you have any questions, I am available at (207) 200-2052.

Sincerely,

SEBAGO TECHNICS, INC.




Grant E. Austin
Environmental Scientist

GEA/llg
Enc., Figure 1-Areas of Remediation

cc: Greg Mitchell, City of Portland
 Vincent Vereneau, J.B. Brown & Sons



 75 John Roberts Road – Suite 1A, South Portland, ME 04106-6963  207-200-2100  Fax: 207-856-2206
 Page 340
Page 341
Page 342
 970 Baxter Boulevard, Portland, ME 04103
 P: 207-773-4753 | F: 207-761-5886 | porthouse.org/PHDC




 Memorandum
 To: Social Housing Taskforce
 From: Jay Waterman
 Date: 4-22-2026
 Subject: Potential PHA/City of Portland Collaboration Toward Social Housing Goals

PHA Understanding of the Social Housing goals:
  • Social Housing Taskforce (“Taskforce”) wants to create permanently affordable housing for
 those above 60% Area Median Income;
  • While deeper targeting is a goal, higher incomes with a mix of incomes housing is preferred;
  • Avoid LIHTC or MaineHousing funding in SH projects and not use City funding to support
 LIHTC projects (trying not to duplicate efforts)
  • City of Portland ownership or partial ownership
  • City of Portland resources ideally are “revolving” by a return on equity through cash flow.

What PHA offers
  • A mission that has flexibility to meet broad housing goals and income levels, within certain
 non-profit bylaws and IRS limits
  • Depth in housing development experience
  • Focus on the City of Portland geographic area
  • Ability to leverage many funding sources
  • A Housing Authority network here in Maine and around the northeast (Cambridge) that can
 offer models and consulting services.
  • Our development entity, Portland Housing Development Corp., can act as owner and
 developer. PHA can act as property manager.

Potential Pilot Project Scenarios

On Peninsula Congress Street Site
 • Downtown in-fill project that could provide 54 one-bedroom units
 • PHA optioned parcel, market acquisition price around $1MM
 • Currently planned as a 9% LIHTC submission to MaineHousing in September
 • Going to the planning board in June, 2026

 Template Last Updated: 03/16/2026

 Page 343
 • Assumptions as a social housing test fit
 o Set all units to 80% AMI (with UAs) to maximize rental income while still being
 considered affordable
 o Removed all City- and MaineHousing-based soft costs (permits, land use fees, LIHTC
 fees, etc.)
 o Removed all City-based operating expenses (real estate taxes, rental registrations,
 stormwater fees)
 o Lowered Replacement Reserve (no MaineHousing requirement)
 o Removed Deferred Developer Fee (helps with owner cash flow)
 o Removed LIHTC equity
 o Removed gap sources (AHP, Efficiency Maine, HTF, etc. that have lower targeting)
 o Set debt as I/O loan at 4% rate
 • Result:
 o 54 one-bedroom 80% AMI units at about $1,800 rent per month (utilities not incl.)
 o Annual cash flow ~$100k in YR1
 o $15.7 million I/O loan
 o $5.8 million gap funding gap (see draft pro forma attached)

21 Randall Street
 • East Deering lot near PHA’s Front Street rental and condo community
 • City owned; Formerly under contract with Greater Portland Land Trust
 • Potential for 8-12 unit townhouse-style homeownership or rental
 • Pro forma based on our Front Street Phase 3 8-unit homeownership (w/ 10% cost increase)
 • Funding from MaineHousing’s Affordable Homeownership Program is pending
 • Assumption as a social housing test fit
 o Clean soils/no brownfields funding
 o $0 acquisition cost
 o Removed Congressional earmarks (next year possible)
 o City 75% TIF
 o 2BR unit at $298,000 ; 3BR units (MKT) at $552,000 ; 4BR units at $358,000;
 o Approx. $1.3MM funding gap (see draft pro forma attached)

Other Pilot Project Opportunities
 • Midtown property (City owned)
 • PHA redevelopment of Kennedy Park, Bayside East public housing in East Bayside
 • PHA redevelopment of 115 Anderson Street maintenance facility
 • PHA development of 165 Anderson Street lot




 Page 2 of 2

 Page 344
Project Information & Assumptions - Mixed-Use Development 4/21/2026

PROJECT & SITE INFORMATION Info DEVELOPMENT ASSUMPTIONS Yr 1-5 Yr 6-15 Yr 16-30
Project Name Mixed-Use Development Rent Inflation 2.0% 2.0% 2.0%
Project Address Congress Street Operating Expense Inflation 3.0% 3.0% 3.0%
City, State, Zip Portland, ME 04102 Other Income Inflation 2.0% 2.0% 2.0%
Project Type New Construction Reserve Deposit Inflation 3.0%
Population Debt Service Coverage Ratio 1.15
Area Median Income (100%) 129,800 Vacancy Rate LIHTC Units: 5.0% PBV Units: 5.0%
 Market Units: 5.0% Other Inc.: 5.0%

CONSTRUCTION SCHEDULE # Mo. # Days OWNERSHIP ASSUMPTIONS LP SLP GP
Construction Duration 15 mo. 456 days Share of Ownership 99.99% 0.0% 0.01%
Duration per Quarter 114 days Cash Flow Split 10.0% 0.0% 90.0%


TIMING ASSUMPTIONS # Mo. Date ENTITIES Name
Acq/CLC/Construction Start 11/1/27 Owner Owner
25% Construction Completion 3/1/28 Developer PHDC
50% Construction Completion 7/1/28 Seller 879 Congress, LLC
75% Construction Completion 10/1/28 Limited Partner LP
100% Construction Completion 2/1/29 Other Partner Other
Qualified Occupancy 2 mo. after 100% 4/1/29
PLC 5 mo. after 100% 7/1/29 MAINEHOUSING INDEX CAP $/Unit
8609/Stabilization 8 mo. after 100% 10/1/29 New Construction 388,500
PIS - First Building 2/1/29 Rehabilitation 340,000
PIS - Last Building 2/1/29 N/C & Rehab Blend 0




 Info
 Page 345
Rent Schedule & Income - Mixed-Use Development 4/21/2026

 UNIT INFORMATION RENTAL INCOME OPERATING SUBSIDY INCOME
 Monthly Annual Total Annual
 # of # of LIHTC PBV Unit Income Limit Max Gross Less Utility Max Contract Proposed Annual Rental PBV
Unit Type PBV Diff. PBV Diff. Rent. + PBV
 BR Units Unit (% AMI) LIHTC Rent Allowance LIHTC Rent Contract Rent Income Rent
 PBV PUPM Total Income
1BR @ 80% AMI 1 54 Y N 80% 1,947 148 1,799 1,799 1,165,752 - - - 1,165,752
TOTAL 54 54 54 0 1,165,752 0 1,165,752


OTHER INCOME UNIT INFO EFFECTIVE GROSS INCOME SQUARE FOOTAGE AND APPLICABLE FRACTION
Description Yr 1 BR Size U.A. Mrkt. Study PBV Rent Description Yr 1 Description Units Sq. Ft.
Laundry 1,500 0 BR 0 0 1,615 Rental Income: LIHTC Units 1,165,752 LIHTC Units 54 33,750
 1 BR 148 0 1,823 Vac. Loss - LIHTC (5.0%) (58,288) Non-LIHTC Units 0 0
 2 BR 0 0 2,343 Rental Income: PBV Units 0 TOTAL UNITS 54 33,750
TOTAL OTHER INCOME 1,500 3 BR 0 0 2,850 Vac. Loss - PBV (5.0%) 0
 4 BR 0 0 3,102 Rental Income: Market Units 0 Applicable Fraction By Units By Sq.Ft.
TAX INCREMENT FINANCING 5 BR 0 0 3,567 Vac. Loss - Market-Rate (5.0%) 0 by Calculation Method: 100% 100%
0% TIF 0 6 BR 0 0 4,032 Other Income 1,500 APPLICABLE FRACTION 100%
 Vac. Loss - Other Inc. (5.0%) (75)
COMMERCIAL INCOME UTILITIES Tax Increment Financing 0 Residential Units Sq. Ft. 33,750
Description Yr 1 Utility Payee Type Commercial Income 0 Residential Common Areas Sq. Ft. 9,984
Commercial Spaces Electricity Owner EFFECTIVE GROSS INCOME 1,108,889 Commercial Rental Sq. Ft. 1,500
 Heat Owner Other Sq. Ft. 5,830
TOTAL COMMERCIAL INCOME 0 Hot Water Owner TOTAL PROJECT SQUARE FOOTAGE 51,064
 Cooking Owner
 Water/Sewer Owner
 Trash Owner




 Rent
 Page 346
Operating Expenses - Mixed-Use Development 4/21/2026

 Line Item Total Per Unit Line Item Total Per Unit
ADMINISTRATIVE EXPENSES GENERAL EXPENSES
 Management Fees 60,000 1,111 Property Taxes 0
 Office Salaries 30,000 Property and Liability Insurance 60,000 1,111
 Supplies & Postage 500 Other Financial Expenses 0
 Bookeeping Fees/Accounting 1,000 Resident Services 0
 Training 500 Other General Rental Registration 0
 Site Internet & Telephone 5,000 Other General
 Management Charges 37,000 685 Other General
 Marketing 500 9 Other General 0
 Legal 1,000 19 Subtotal General Expenses 60,000 1,111
 Auditing 7,500 139
 Other Admin. Background Checks 250 5
 Other Admin. IT Software & Computers 750 14 HOUSING OPEX 365,500 6,769
 Other Admin. Interpreting 500 9
 Other Admin. 10,500 194
 Subtotal Administrative Expenses 144,500 2,676 COMMERCIAL EXPENSES
 Admin Expenses 0
UTILITY EXPENSES Operating Expenses 0
 Natural Gas 4,000 74 Maintenance Expenses 0
 Electricity 20,000 370 General Expenses 0
 Water/Sewer 35,000 648 Other Comm. 0
 Other Utility Subtotal Commercial Expenses 0 0
 Other Utility 0
 Subtotal Utility Expenses 59,000 1,093
 TOTAL OPEX 365,500 6,769
MAINTENANCE EXPENSES
 Janitorial Payroll 8,000 148
 Janitorial Supplies and Equipment 0 RESERVE CONTRIBUTIONS
 Janitorial Contractual Services 4,000 74 Replacement Reserve 21,600 400
 Garbage and Trash Removal 12,000 222 Other Reserve 0
 Vehicle and Equipment 0
 Grounds Maintenance Payroll 0
 Grounds Tools and Supplies 0 TOTAL OPEX + RESERVES 387,100 7,169
 Grounds Contractual Services 8,000 148
 Miscellaneous Ground Maintenance 0
 Building Maintenance Payroll 30,000 556
 Building Tools and Supplies 0




 Opex
 Page 347
Development Budget - Mixed-Use Development 4/21/2026

 LIHTC Basis T-E Bonds HTC Basis
 Line Item Total Per Unit NC/R Basis Acq Basis Non-Deprec. 50% Test QRE Non-QRE Allocable
CONSTRUCTION COSTS
 Off-Site Improvements 0 0 0 0 0 0 0 0 0
 Site Improvements 0 0 0 0 0 0 0 0 0
 Construction: Residential 15,500,000 287,037 15,500,000 0 0 15,500,000 11,625,000 3,875,000 0
 Construction: Commercial 375,000 6,944 0 0 375,000 375,000 375,000 0 0
 Demolition 50,000 926 49,074 0 926 50,000 0 50,000 0
 General Conditions 0 0 0 0 0 0 0 0 0
 P&P Bond Premium 0 0 0 0 0 0 0 0 0
 Builder Overhead & Profit 0 0 0 0 0 0 0 0 0
 Other: 0 0 0 0 0 0 0 0 0
 Other: 0 0 0 0 0 0 0 0 0
 Other: 0 0 0 0 0 0 0 0 0
 Other: 0 0 0 0 0 0 0 0 0
 Construction Contingency 796,250 14,745 597,188 0 199,063 796,250 796,250 0 0
 Subtotal Construction Costs 16,721,250 309,653 16,146,262 0 574,988 16,721,250 12,796,250 3,925,000 0

SOFT COSTS
 Building Permits & Fees 45,250 838 45,250 0 0 45,250 45,250 0 0
 Survey & Engineering 76,500 1,417 76,500 0 0 76,500 76,500 0 0
 Architectural & Design 616,500 11,417 616,500 0 0 616,500 616,500 0 0
 Legal 50,000 926 45,000 0 5,000 50,000 45,000 5,000 0
 Title & Recording 32,000 593 32,000 0 0 32,000 0 32,000 0
 Accounting 10,000 185 10,000 0 0 10,000 10,000 0 0
 Construction Period Tax 5,000 93 0 5,000 0 5,000 0 5,000 0
 Insurance 160,000 2,963 160,000 0 0 160,000 157,500 2,500 0
 Soft Cost Contingency 60,000 1,111 60,000 0 0 60,000 60,000 0 0
 Subtotal Soft Costs 1,055,250 19,542 1,045,250 5,000 5,000 1,055,250 1,010,750 44,500 0

FINANCING COSTS
 CL Interest 750,000 13,889 562,500 0 187,500 750,000 562,500 187,500 0
 CL Origination Fee 15,000 278 15,000 0 0 15,000 15,000 0 0
 Lender Inspections 0 0 0 0 0 0 0 0 0
 Bond Issuance Fee 0 0 0 0 0 0 0 0 0
 City Perf. Guarantee LOC Fee 5,000 93 5,000 0 0 5,000 5,000 0 0
 Other Construction Loan Costs 0 0 0 0 0 0 0 0 0
 MSHA Perm Loan Fees 0 0 0 0 0 0 0 0 0
 Perm Lender Application Fees 0 0 0 0 0 0 0 0 0
 Perm Lender Origination Fees 274,594 5,085 274,594 0 0 274,594 0 274,594 0
 Other Perm Loan Costs 0 0 0 0 0 0 0 0 0
 Subtotal Financing Costs 1,044,594 19,344 857,094 0 187,500 1,044,594 582,500 462,094 0




 Uses
 Page 348
Development Budget - Mixed-Use Development 4/21/2026

 LIHTC Basis T-E Bonds HTC Basis
 Line Item Total Per Unit NC/R Basis Acq Basis Non-Deprec. 50% Test QRE Non-QRE Allocable
MISCELLANEOUS COSTS
 Market Study 3,000 56 3,000 0 0 0 0 3,000 0
 Appraisal 5,000 93 5,000 0 0 0 5,000 0 0
 Environmental 12,500 231 12,500 0 0 12,500 12,500 0 0
 LIHTC Fees 0 0 0 0 0 0 0 0 0
 Syndication Expenses 0 0 0 0 0 0 0 0 0
 Relocation 0 0 0 0 0 0 0 0 0
 FF&E 100,000 1,852 100,000 0 0 100,000 0 100,000 0
 Other Misc Costs 8,000 148 0 0 8,000 8,000 0 8,000 0
 Subtotal Miscellaneous Costs 128,500 2,380 120,500 0 8,000 120,500 17,500 111,000 0

ACQUISITION COSTS
 Building 0 0 0 0 0 0 0 0 0
 Land 1,000,000 18,519 0 0 1,000,000 0 0 1,000,000 0
 Repay Existing Mortgage Balance 0 0 0 0 0 0 0 0 0
 Other Acquisition Costs 0 0 0 0 0 0 0 0 0
 Subtotal Acquisition Costs 1,000,000 18,519 0 0 1,000,000 0 0 1,000,000 0

RESERVES
 Operating Deficit Escrow (ODE) 507,371 9,396 0 0 507,371 0 0 507,371 0
 Replacement Reserve (RR) 159,250 2,949 0 0 159,250 0 0 159,250 0
 Tax & Insurance Reserve (T&I) 70,000 1,296 0 0 70,000 0 0 70,000 0
 Rent Up & Marketing / Working Capital 50,000 926 0 0 50,000 0 0 50,000 0
 Other 0 0 0 0 0 0 0 0 0
 Subtotal Reserves 786,621 14,567 0 0 786,621 0 0 786,621 0

DEVELOPMENT FEES
 Subtotal Development Overhead & Fees 750,000 13,889 750,000 0 0 750,000 750,000 0 0

 TOTAL DEVELOPMENT COSTS 21,486,215 397,893 18,919,105 5,000 2,562,110 0 0 0 0
 MAINEHOUSING TDC INDEX 381,553




 Uses
 Page 349
Tax Credit Equity - Mixed-Use Development 4/21/2026

 Program Credit Annual Total Equity Total
Equity Source
 Used? Rate Allocation Credits Price Equity
  LIHTC New Construction/Rehab Credits Y 9.00% 1,200,000 12,000,000 0.00 0
  LIHTC Acquisition Credits N 4.00% 0 0.00 0
Subtotal LIHTC Equity 1,200,000 12,000,000 0.00 0
  Federal Historic Tax Credits N 20.00% 0 0.00 0
  State Historic Tax Credits N 25.00% 0 0.00 0
  State Low Income Tax Credits Y 0 1.00 0
  Solar Investment Tax Credits Y 50.00% 0 1.00 0
TOTAL LIMITED PARTNER EQUITY 12,000,000 0.00 0


MAX LIHTC NEW CONSTRUCTION/REHAB CREDITS FEDERAL HISTORIC TAX CREDITS
 Eligible Basis 18,919,105 Qualified Rehab Expenditures 0
 Adjustment (i.e. HTC) 0 HTC Rate 20.0%
 Adjusted Elible Basis 18,919,105 TOTAL FEDERAL HTC 0
 Basis Boost 100%
 Applicable Fraction 100%
 Qualified Basis 18,919,105 STATE HISTORIC TAX CREDITS
 Applicable Rate 9.00% Qualified Rehab Expenditures 0
 1) NC/REHAB CREDIT CALC - or - 1,702,719 HTC Rate 25.0%
 2) MAX ALLOWABLE 9% ALLOCATION - or - 1,200,000 1) STATE HTC CALC - or - 0
 3) AWARDED 9% ALLOCATION 0 2) MAX ALLOWABLE STATE HTC 5,000,000

ANNUAL NC/REHAB ALLOCATION 1,200,000 TOTAL STATE HTC 0
  x 10 Years 10
TOTAL POSSIBLE NC/REHAB CREDITS 12,000,000
 Approx. Excess Basis 5,027,195 SOLAR INVESTMENT TAX CREDIT
 Solar Investment 0
MAX LIHTC ACQUISITION CREDITS Credit Rate 50%
 Eligible Basis 0 TOTAL STATE HTC 0
 Applicable Fraction 100%
 Qualified Basis 0
 Applicable Rate 4.00%
ANNUAL ACQ ALLOCATION 0




 Equity
 Page 350
Sources - Mixed-Use Development 4/21/2026

FINANCING
 Repayment Annual
Source Amount Rate Term Amort. Lien Loan Type
 Type Payment
MH Subsidy 0.00% 30 0 No Interest CF Contingent 0
MH Interest-Only Loan 15,691,074 4.00% 30 30 Interest-Only Must-Pay 627,643
Multifamily Loan 4.00% 10 30 Amortizing Must-Pay 0
Commercial Loan 6.50% 10 25 Amortizing Must-Pay 0
City HTF 0.00% 30 0 No Interest CF Contingent 0
AHP Subsidized Advance 6.00% 20 30 Amortizing Must-Pay 0
AHP Direct Subsidy 0.00% 30 0 No Interest CF Contingent 0
Efficiency Maine 0
Deferred Developer Fee 0.00% 10 10 Amortizing CF Contingent 0
 0
 0
 0
 Total Financing 15,691,074 627,643

EQUITY
Source Amount Yield
LIHTC Equity 0 0.00
Fed HTC Equity 0 0.00
State HTC Equity 0 0.00
State LIHTC Equity 0 0.00
Solar Investment Tax Credits 0 0.00
PHDC Equity
Other Equity 5,795,141

 Total Equity 5,795,141

SOURCES & USES
 Total Per Unit
Total Sources 21,486,215 397,893
Total Uses 21,486,215 397,893
 CAPITALIZATION (GAP) / SURPLUS (0) (0)




 Sources
 Page 351
Cash Flow - Mixed-Use Development
 6 Mo.
 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
 % Infl. 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 2041 2042 2043 2044
INCOME
 Rental Income: LIHTC Units 2.0% 582,876 1,189,067 1,212,848 1,237,105 1,261,847 1,287,084 1,312,826 1,339,083 1,365,864 1,393,182 1,421,045 1,449,466 1,478,455 1,508,025 1,538,185 1,568,949
 Vacancy Loss - LIHTC Units 5.0% (29,144) (59,453)  (60,642)  (61,855)  (63,092)  (64,354)  (65,641)  (66,954)  (68,293)  (69,659)  (71,052)  (72,473)  (73,923)  (75,401)  (76,909)  (78,447)
 Rental Income: PBV Units 2.0% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 Vacancy Loss - PBV Units 5.0% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 Rental Income: Market Units 2.0% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 Vacancy Loss - Market Units 5.0% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 Other Income 2.0% 750 1,530 1,561 1,592 1,624 1,656 1,689 1,723 1,757 1,793 1,828 1,865 1,902 1,940 1,979 2,019
 Vacancy Loss - Other Income 5.0% (38) (77) (78) (80) (81) (83) (84) (86) (88) (90) (91) (93) (95) (97) (99) (101)
 Tax Increment Financing 2.0% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 Commercial Income 2.0% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 EFFECTIVE GROSS INCOME 554,445 1,131,067 1,153,689 1,176,762 1,200,298 1,224,303 1,248,790 1,273,765 1,299,241 1,325,225 1,351,730 1,378,765 1,406,340 1,434,467 1,463,156 1,492,419

OPERATING EXPENSES
 Administrative Expenses 3.0% 72,250 148,835 153,300 157,899 162,636 167,515 172,541 177,717 183,048 188,540 194,196 200,022 206,022 212,203 218,569 225,126
 Utility Expenses 3.0% 29,500 60,770 62,593 64,471 66,405 68,397 70,449 72,563 74,739 76,982 79,291 81,670 84,120 86,643 89,243 91,920
 Maintenance Expenses 3.0% 51,000 105,060 108,212 111,458 114,802 118,246 121,793 125,447 129,211 133,087 137,079 141,192 145,428 149,790 154,284 158,913
 General Expenses 3.0% 30,000 61,800 63,654 65,564 67,531 69,556 71,643 73,792 76,006 78,286 80,635 83,054 85,546 88,112 90,755 93,478
 Commercial Expenses 3.0% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 TOTAL OPEX 3.0% 182,750 376,465 387,759 399,392 411,373 423,715 436,426 449,519 463,004 476,895 491,201 505,937 521,116 536,749 552,852 569,437

 NET OPERATING INCOME 371,695 754,602 765,930 777,371 788,924 800,589 812,363 824,246 836,236 848,331 860,529 872,827 885,224 897,718 910,304 922,982

RESERVE DEPOSITS
 Deposit to Replacement Reserve 3.0% 10,800 22,248 22,915 23,603 24,311 25,040 25,792 26,565 27,362 28,183 29,029 29,899 30,796 31,720 32,672 33,652
 Deposit to Other Reserve 3.0% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 TOTAL OPEX + RESERVES 193,550 398,713 410,674 422,995 435,684 448,755 462,218 476,084 490,367 505,078 520,230 535,837 551,912 568,469 585,523 603,089

 NOI AFTER RESERVES 360,895 732,354 743,014 753,768 764,613 775,549 786,572 797,681 808,874 820,148 831,500 842,928 854,428 865,997 877,633 889,330

DEBT SERVICE
 MH Subsidy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 MH Interest-Only Loan 313,821 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643
 Multifamily Loan 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 Commercial Loan 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 City HTF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 AHP Subsidized Advance 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 AHP Direct Subsidy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 Efficiency Maine 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 Deferred Developer Fee 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 TOTAL DEBT SERVICE 313,821 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643

 DSCR 1.15 1.17 1.18 1.20 1.22 1.24 1.25 1.27 1.29 1.31 1.32 1.34 1.36 1.38 1.40 1.42
 NET CASH FLOW 47,073 104,711 115,371 126,125 136,970 147,906 158,929 170,038 181,231 192,505 203,857 215,285 226,785 238,354 249,990 261,687
 CASH FLOW PER UNIT 872 1,939 2,137 2,336 2,536 2,739 2,943 3,149 3,356 3,565 3,775 3,987 4,200 4,414 4,629 4,846

Rent & Income Inflation -5,795,141.00 104,711.23 115,371.19 126,124.72 136,970.13 147,905.55 158,928.97 170,038.23 181,231.01 192,504.83 203,857.00 215,284.70 226,784.89 238,354.32 249,989.57 261,686.99
 Yr 1-5: 2.0%
 Yr 6-15: 2.0% 2%
 Yr 16-30: 2.0%


 CF
 Page 352
Cash Flow - Mixed-Use Development 4/21/2026

 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
 % Infl. 2045 2046 2047 2048 2049 2050 2051 2052 2053 2054 2055 2056 2057 2058 2059
INCOME
 Rental Income: LIHTC Units 2.0% 1,600,328 1,632,334 1,664,981 1,698,281 1,732,246 1,766,891 1,802,229 1,838,273 1,875,039 1,912,540 1,950,791 1,989,806 2,029,602 2,070,194 2,111,598
 Vacancy Loss - LIHTC Units 5.0% (80,016)  (81,617)  (83,249)  (84,914)  (86,612)  (88,345)  (90,111)  (91,914)  (93,752)  (95,627)  (97,540)  (99,490) (101,480) (103,510) (105,580)
 Rental Income: PBV Units 2.0% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 Vacancy Loss - PBV Units 5.0% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 Rental Income: Market Units 2.0% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 Vacancy Loss - Market Units 5.0% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 Other Income 2.0% 2,059 2,100 2,142 2,185 2,229 2,273 2,319 2,365 2,413 2,461 2,510 2,560 2,612 2,664 2,717
 Vacancy Loss - Other Income 5.0% (103) (105) (107) (109) (111) (114) (116) (118) (121) (123) (126) (128) (131) (133) (136)
 Tax Increment Financing 2.0% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 Commercial Income 2.0% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 EFFECTIVE GROSS INCOME 1,522,268 1,552,713 1,583,767 1,615,442 1,647,751 1,680,706 1,714,320 1,748,607 1,783,579 1,819,251 1,855,636 1,892,748 1,930,603 1,969,215 2,008,600

OPERATING EXPENSES
 Administrative Expenses 3.0% 231,880 238,836 246,002 253,382 260,983 268,813 276,877 285,183 293,739 302,551 311,627 320,976 330,606 340,524 350,739
 Utility Expenses 3.0% 94,678 97,518 100,444 103,457 106,561 109,757 113,050 116,442 119,935 123,533 127,239 131,056 134,988 139,037 143,208
 Maintenance Expenses 3.0% 163,680 168,590 173,648 178,858 184,223 189,750 195,443 201,306 207,345 213,565 219,972 226,571 233,369 240,370 247,581
 General Expenses 3.0% 96,282 99,171 102,146 105,210 108,367 111,618 114,966 118,415 121,968 125,627 129,395 133,277 137,276 141,394 145,636
 Commercial Expenses 3.0% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 TOTAL OPEX 3.0% 586,520 604,116 622,239 640,906 660,134 679,938 700,336 721,346 742,986 765,276 788,234 811,881 836,238 861,325 887,164

 NET OPERATING INCOME 935,747 948,597 961,528 974,536 987,618 1,000,769 1,013,985 1,027,261 1,040,593 1,053,975 1,067,402 1,080,867 1,094,366 1,107,891 1,121,435

RESERVE DEPOSITS
 Deposit to Replacement Reserve 3.0% 34,662 35,702 36,773 37,876 39,012 40,182 41,388 42,629 43,908 45,226 46,582 47,980 49,419 50,902 52,429
 Deposit to Other Reserve 3.0% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 TOTAL OPEX + RESERVES 621,182 639,817 659,012 678,782 699,146 720,120 741,724 763,975 786,895 810,501 834,816 859,861 885,657 912,227 939,593

 NOI AFTER RESERVES 901,086 912,896 924,755 936,660 948,606 960,586 972,597 984,632 996,684 1,008,749 1,020,819 1,032,887 1,044,946 1,056,989 1,069,006

DEBT SERVICE
 MH Subsidy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 MH Interest-Only Loan 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643
 Multifamily Loan 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 Commercial Loan 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 City HTF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 AHP Subsidized Advance 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 AHP Direct Subsidy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 Efficiency Maine 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 Deferred Developer Fee 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
 TOTAL DEBT SERVICE 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643 627,643

 DSCR 1.44 1.45 1.47 1.49 1.51 1.53 1.55 1.57 1.59 1.61 1.63 1.65 1.66 1.68 1.70
 NET CASH FLOW 273,443 285,253 297,112 309,017 320,963 332,943 344,954 356,989 369,041 381,106 393,176 405,244 417,304 429,346 441,363
 CASH FLOW PER UNIT 5,064 5,282 5,502 5,723 5,944 6,166 6,388 6,611 6,834 7,058 7,281 7,505 7,728 7,951 8,173

Rent & Income Inflation 273,442.70 285,252.59 297,112.33 309,017.32 320,962.70 332,943.36 344,953.88 356,988.58 369,041.46 381,106.20 393,176.17 405,244.39 417,303.53 429,345.89 441,363.40
 Yr 1-5: 2.0%
 Yr 6-15: 2.0%
 Yr 16-30: 2.0%


 CF
 Page 353
21 Randall Homeownership (Template Pro Forma)
USES TOTAL PER UNIT
Site Improvements $ 582,836.09 $ 72,854.51
Construction $ 2,911,911.13 $ 363,988.89
Construction Contingency (10%) $ 445,580.27 $ 55,697.53
Acquisition Costs $ - $ -
Building Permits & Fees $ 110,700.00 $ 13,837.50
Survey & Engineering $ 113,000.00 $ 14,125.00
Architectural & Design $ 75,000.00 $ 9,375.00
Legal $ 150,000.00 $ 18,750.00
Title, Recording, Transfer $ 30,000.00 $ 3,750.00
Construction Period Tax & Insurance $ 47,500.00 $ 5,937.50
Financing Fees (AHTIF, Origination, Appraisal) $ 15,000.00 $ 1,875.00
Construction Loan Interest $ 96,268.00 $ 12,033.50
AHTIF Reserve $ 75,000.00 $ 9,375.00
Warranty Reserve $ 50,000.00 $ 6,250.00
Consultants & Miscellaneous $ 13,600.00 $ 1,700.00
Soft Cost Contingency $ 60,352.21 $ 7,544.03
Developer Fee $ 250,000.00 $ 31,250.00
Total Hard Costs $ 3,940,327.49 $ 492,540.94
Total Soft Costs $ 1,207,044.21 $ 150,880.53

Total Development Costs $ 5,147,371.70 $ 643,421.46

SOURCES TOTAL PER UNIT
Affordable Unit Sales (2 bed units) $ 1,194,000.00 $ 298,500.00
Affordable Unit Sales (4 bed units) $ 716,000.00 $ 358,000.00
Market Rate Unit Sales (3 bed units) $ 1,105,600.00 $ 552,800.00
MaineHousing Homeownership Program $ 468,747.00 $ 78,124.50
AHTIF Loan $370,000.00 $ 46,250.00
 $ - $ -
 $ - $ -



Total Sources $ 3,854,347.00 $ 481,793.38

SURPLUS/(GAP) $ (1,293,024.70) $ (161,628.09)




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Flow of Funds at Completion/Sale Closings

Construction Sources
 Construction Loan 2,495,600 83%
 AHTIF Loan 370,000
 MH AHOP Grant 468,747
 CDS 0
 EPA Brownfields Grant 0
 Sponsor Equity - Seller Note 270,000
 Sponsor Equity - DDF 250,000
 Sponsor Equity - Other 1,293,025
 Total 5,147,372


 Gross Sale Proceeds 3,015,600
 Less Broker Fees & Closing Costs 0
 Net Proceeds 3,015,600


Use of Sale Proceeds
 Repay Construction Loan -2,495,600
 Pay Seller Loan -270,000
 Pay DDF -250,000
 Repay Sponsor Capital -1,293,025
 Net Proceeds Available to Sponsor -1,293,025



AHTIF Loan Sizing

Total Sales Value $ 3,015,600
Projected Assessed Value $ 2,714,040
Current Assessed Value $ 69,300
Incremental Value "Captured Value" $ 2,644,740

Applicable Tax Rate $ 15.01
Projected Tax Rate at Reassessment $ 15.92

Year 1 Incremental Tax Revenue $ 42,115
AHTIF Share 75.00%
Projected AHTIF Loan Cash Flow $ 30,000

AHTIF Loan Rate 6.50%
Amortization Period 27
Supportable Loan Amount $377,249.93
Rounddown $370,000.00




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Assumptions
Clean soil & no brownfields funding
$0 acquisition costs
Same unit mix as FS3 (8 units)
10% increase in hard costs
2.5% inflation contingency
10% construction contingency
5% soft cost contingency
removed Brownfields funding
removed Congressional funding
Assumed AHTIF remained the same as FS3
Assumed MSHA AHOP remained the same as FS3
Assumed home sale prices remained steady
Approx $160K / Unit funding gap




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