Social Housing Task Force

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 Page 5  ÿ ÿ 123456 789 ÿ ÿ 799ÿ8 ÿ ÿ!" # ÿ $%ÿ# ÿ 8&ÿ#'ÿ& (ÿ)ÿ*+, " ÿ -./012ÿ4.564ÿ78.ÿ90:;ÿ:;.ÿ<=>0>5ÿ?@0A. 8&ÿ98ÿB898%C DEE ' )) ÿ ÿ,ÿ!" ÿ ÿ ÿ FFGÿ!H #' ÿ)ÿÿ7#I ÿ ) ÿ ) JKL53M N9 "OÿHÿ7" ÿ ÿ &&9'' PQÿ* !!ÿ!" Rÿ!8RÿS 7"ÿ, ÿE  &ÿ8 ETTF IU HO 78% ÿ VMM5MM5WÿY26Z5M 8& [PGRE I\&% [ "8 [PGRE ]^ '8&ÿTÿ+98'ÿ_^ [ `9ÿ_^' [PGRE [ a265MÿbcMde3f 8 79 *98 *989 IU 78% ETTF [ "OÿHÿ7"  Hÿ,ÿgÿO,ÿ]ÿ Hÿ"#!" ! HO T(TQPP [  Hÿ,ÿ!ÿgÿO,ÿ]ÿ Hÿ"#!" ! PFGQ P GTTQP [  HRÿ, (PF( F( VMM5MMh5LdÿbcMde3f O89 8& I\&% "8 !8&89& `9 "8_8i _^ _^ +8\ FF [PGRE [ [PGRE [ [PGRE [ FFE [((R [ [((R [ [((R [ FF [((R [ [((R [ [((R [ FFF [((R [ [((R [ [((R [ FF [((R [ [((R [ [((R [ FF [GGR( [ [GGR( [ [GGR( [ FQ [GGR( [ [GGR( [ [GGR( [ FP [GGR( [ [GGR( [ [GGR( [ FG [GGR( [ [GGR( [ [GGR( [ F( [GGR( [ [GGR( [ [GGR( [ Page 6 0 Cornell Page 7 Page 8 Page 9 Page 10 Page 11 Page 12 Page 13 Page 14 Page 15 Page 16 Page 17 Page 18 Page 19 Page 20 Page 21 Page 22 Page 23 Page 24 Page 25 Page 26 Page 27 Page 28 Page 29 Page 30 Page 31 Page 32 Page 33 Page 34 Page 35 Page 36 Page 37 Page 38 Page 39 Page 40 Page 41 Page 42 Page 43 Page 44 Page 45 Page 46 Page 47 Page 48 Page 49 Page 50 Page 51 Page 52 Page 53 Page 54 Page 55 Page 56 Page 57 Page 58 Page 59 Page 60 Page 61 Page 62 Page 63 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 Environmental Site Assessment -5- 15056 Former Burt Company Parcel Page 72  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. Environmental Site Assessment -6- 15056 Former Burt Company Parcel Page 73 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. Environmental Site Assessment -7- 15056 Former Burt Company Parcel Page 74  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. Environmental Site Assessment -8- 15056 Former Burt Company Parcel Page 75 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. Environmental Site Assessment -9- 15056 Former Burt Company Parcel Page 76 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 Environmental Site Assessment - 10 - 15056 Former Burt Company Parcel Page 77  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 Environmental Site Assessment - 11 - 15056 Former Burt Company Parcel Page 78  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. Environmental Site Assessment - 12 - 15056 Former Burt Company Parcel Page 79  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. Environmental Site Assessment - 13 - 15056 Former Burt Company Parcel Page 80  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 Environmental Site Assessment - 14 - 15056 Former Burt Company Parcel Page 81  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. Environmental Site Assessment - 15 - 15056 Former Burt Company Parcel Page 82 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. Environmental Site Assessment - 16 - 15056 Former Burt Company Parcel Page 83 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. Environmental Site Assessment - 17 - 15056 Former Burt Company Parcel Page 84 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. Environmental Site Assessment - 18 - 15056 Former Burt Company Parcel Page 85 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. Environmental Site Assessment - 19 - 15056 Former Burt Company Parcel Page 86 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 Environmental Site Assessment - 20 - 15056 Former Burt Company Parcel Page 87  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 Former Burt Company Parcel Page 89 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 Former Burt Company Parcel Page 90 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 Page 91 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 Former Burt Company Parcel Page 92 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 Former Burt Company Parcel Page 93 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 Former Burt Company Parcel Page 94 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 Former Burt Company Parcel Page 96 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 Page 97  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 Former Burt Company Parcel Page 101  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 Page 103  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 Page 104  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 Page 105  Appendix B Regulatory Records Documents Environmental Site Assessment 15056 Former Burt Company Parcel 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 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. 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 TC4329842.2s EXECUTIVE SUMMARY 6 Page 114  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 TC4329842.2s EXECUTIVE SUMMARY 7 Page 115  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 TC4329842.2s EXECUTIVE SUMMARY 8 Page 116  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 TC4329842.2s EXECUTIVE SUMMARY 9 Page 117  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 TC4329842.2s EXECUTIVE SUMMARY 10 Page 118  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 TC4329842.2s EXECUTIVE SUMMARY 11 Page 119  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 TC4329842.2s EXECUTIVE SUMMARY 12 Page 120  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 Page 121  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 Page 122 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 Page 123  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 TC4329842.2s Page 4 Page 126 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 TC4329842.2s Page 5 Page 127  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 TC4329842.2s Page 6 Page 128  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 NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database TC4329842.2s Page 7 Page 129 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. TC4329842.2s Page 8 Page 130 Map ID MAP FINDINGS Direction 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 TC4329842.2s Page 9 Page 131 Map ID MAP FINDINGS Direction 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 TC4329842.2s Page 10 Page 132 Map ID MAP FINDINGS Direction 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 TC4329842.2s Page 11 Page 133 Map ID MAP FINDINGS 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 TC4329842.2s Page 12 Page 134 Map ID MAP FINDINGS 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 TC4329842.2s Page 13 Page 135 Map ID MAP FINDINGS 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 TC4329842.2s Page 14 Page 136 Map ID MAP FINDINGS 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 TC4329842.2s Page 15 Page 137 Map ID MAP FINDINGS 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 TC4329842.2s Page 16 Page 138 Map ID MAP FINDINGS 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 Page 139 Map ID MAP FINDINGS 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 TC4329842.2s Page 18 Page 140 Map ID MAP FINDINGS 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 Page 141 Map ID MAP FINDINGS 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 TC4329842.2s Page 20 Page 142 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 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 TC4329842.2s Page 21 Page 143 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 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 TC4329842.2s Page 22 Page 144 Map ID MAP FINDINGS Direction Distance EDR ID Number 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 TC4329842.2s Page 23 Page 145 Map ID MAP FINDINGS Direction Distance EDR ID Number 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 TC4329842.2s Page 24 Page 146 Map ID MAP FINDINGS Direction Distance EDR ID Number 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 TC4329842.2s Page 25 Page 147 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 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 TC4329842.2s Page 26 Page 148 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 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 TC4329842.2s Page 27 Page 149 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 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 TC4329842.2s Page 28 Page 150 Map ID MAP FINDINGS Direction Distance EDR ID Number 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 TC4329842.2s Page 29 Page 151 Map ID MAP FINDINGS Direction Distance EDR ID Number 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 TC4329842.2s Page 30 Page 152 Map ID MAP FINDINGS Direction Distance EDR ID Number 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 TC4329842.2s Page 31 Page 153 Map ID MAP FINDINGS Direction Distance EDR ID Number 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 TC4329842.2s Page 32 Page 154 Map ID MAP FINDINGS Direction Distance EDR ID Number 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 Page 155 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.) 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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 Page 156  GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING St Acronym Full Name Government Agency Gov Date Arvl. 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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 TC4329842.2s Page GR-3 Page 158  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. TC4329842.2s Page GR−4 Page 159  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. TC4329842.2s Page A-1 Page 160  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. TC4329842.2s Page A-2 Page 161  GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY HYDROLOGIC INFORMATION Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted. Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways and bodies of water). FEMA FLOOD ZONE FEMA Flood Target Property County Electronic Data 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 TC4329842.2s Page A-3 Page 162  GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY GROUNDWATER FLOW VELOCITY INFORMATION Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY Geologic information can be used by the environmental professional in forming an opinion about the relative speed at which contaminant migration may be occurring. ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Era: Paleozoic Category: 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). TC4329842.2s Page A-4 Page 163  8 3 7 1 9 7 3 2 3 1 8 6 5 4 0 1/16 1/8 1/4 Miles Page 164 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. TC4329842.2s Page A-6 Page 165  GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY 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 TC4329842.2s Page A-7 Page 166  GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY 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 TC4329842.2s Page A-8 Page 167  GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY 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 TC4329842.2s Page A-9 Page 168  GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY 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 TC4329842.2s Page A-10 Page 169  GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY 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 TC4329842.2s Page A-11 Page 170  GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY 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 TC4329842.2s Page A-12 Page 171  GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY 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 Page 203  EDR Aerial Photo Decade Package Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade. When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive. Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report AS IS. Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2015 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. 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 Page 216 Page 217 Page 218 Page 219 Page 220 Page 221 Page 222 Page 223 Page 224 Page 225 Page 226 Page 227 Page 228 Page 229 Page 230 Page 231 Page 232 Page 233 Page 234 Page 235 Page 236 Page 237 Page 238 Page 239 Page 240 Page 241 Page 242 Page 243 Page 244 Page 245 Page 246 Page 247 Page 248 Page 249 Page 250 Page 251 Page 252 Page 253 Page 254 Page 255 Page 256 Page 257 Page 258 Page 259 Page 260 Page 261 Page 262 Page 263 Page 264 Page 265 Page 266 Page 267 Page 268 Page 269 Page 270 Page 271 Page 272 Page 273 Page 274 Page 275 Page 276  Appendix F MDEP Spill Reports Environmental Site Assessment 15056 Former Burt Company Parcel Page 277 Page 278 Page 279 Page 280 Page 281 Page 282 Page 283 Page 284  Appendix G Historical Environmental Records Environmental Site Assessment 15056 Former Burt Company Parcel Page 285 Page 286 Page 287 Page 288 Page 289 Page 290 Page 291 Page 292 Page 293 Page 294 Page 295 Page 296 Page 297 Page 298 Page 299 Page 300 Page 301 Page 302 Page 303 Page 304 Page 305 Page 306 Page 307 Page 308 Page 309 Page 310 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 Page 319 Page 320 Page 321 Page 322 Page 323 Page 324 Page 325 Page 326 Page 327 Page 328 Page 329 Page 330 Page 331 Page 332 Page 333 Page 334 Page 335 Page 336 Page 337 Page 338 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) Page 354 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 Page 355 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 Page 356