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East Carolina Community Development1 | Page New Hanover County Request for Proposals Workforce Housing Services Program East Carolina Community Development, Inc. Covenant Senior Housing 2 | Page Table of Contents Cover Letter 3 Applicant Information 5 Project Summary 6 Project Narrative 8 Document List 11 Appendix 13 3 | Page East Carolina Community Development Inc. 108 Professional Park Drive, Beaufort, NC 28516 (252) 504-3996 ~ www.eccdi.com August 5, 2022 Lena Butler, Purchasing Supervisor New Hanover County Finance Department 230 Government Center Drive, Suite 165 Wilmington, NC 28403 lbutler@nhcgov.com RE: Request for Proposals Response for Workforce Housing Support Program Funding Dear Ms. Butler: Please accept this Response to the New Hanover Request for Proposals for Workforce Housing Support Program Funding issued July 18th, 2022. East Carolina Community Development, Inc. is requesting $1,500,000.00 in funding to support its Covenant Senior Housing development, a 68- unit development serving low-income households age 55 and over. Covenant Senior Housing is a shovel-ready development: ECCDI has already secured its zoning approval, the project has been awarded tax credits, and holds commitments from lenders. ECCDI has identified its management partners and service providers and is ready to begin construction as soon as possible. However, ongoing uncertainty in the construction market and the economy generally has substantially driven up costs, making it impossible for ECCDI to proceed with only the originally approved funds. The funding support of New Hanover County will enable ECCDI to respond to challenging market conditions that have increased project costs significantly and allow ECCDI to move swiftly towards construction. ECCDI has partnered with New Beginning Christian Church (NBCC) to develop Covenant Senior Housing. NBCC is a pillar of the community, with a proven commitment to outreach and community building. Covenant Senior Housing residents will benefit from the programs and community fostered by NBCC. We are very pleased to have this opportunity to apply for funding from the Workforce Housing Support Program. We have read the requirements as provided in the RFP, and we are confident 4 | Page that the goals outlined under the RFP align strongly with the benefits offered by the Covenant Senior Housing development. Every effort has been made to provide all of the information outlined in the Request for proposals. Should you require additional information or documentation, please do not hesitate to contact me at (252) 723-5580 or kwalker@eccdi.com. Respectfully, Keith Walker, Executive Director Primary Contact/Project Manager Keith Walker Executive Director ECCDI P.O. Box 2400 Beaufort, NC 28516 Office: (252) 504-3996 Cell: (252) 723-5580 kwalker@eccdi.com ECCDI-info@eccdi.com 5 | Page Applicant Information Applicant: East Carolina Community Development, Inc. (henceforth ECCDI). ECCDI is an affordable housing developer based in Beaufort, NC, with extensive development experience in the central and eastern regions of North Carolina. Established in the State of North Carolina in 1995, ECCDI is a Private Incorporated Non-Profit Agency with IRS 501(c)(3) Designation. Project Sponsor/Primary Contact: Keith Walker, Executive Director ECCDI P.O. Box 2400 Beaufort, NC 28516 Office: (252) 504-3996 Cell: (252) 723-5580 kwalker@eccdi.com ECCDI-info@eccdi.com 6 | Page Project Summary ECCDI is proposing to construct 68 units of affordable Senior housing in Castle Hayne, NC, in conjunction with their partner New Beginning Christian Church, to be known as Covenant Senior Housing. Covenant Senior Housing is located on ~8.78 acres of land purchased from the adjacent New Beginning Christian Church, at 3120 Alex Trask Drive, Castle Hayne NC 28429. Covenant Senior Housing is a Low-Income Housing Tax Credit (LIHTC) development, which has received an allocation of LIHTC credits from the North Carolina Housing Finance Agency (NCHFA) from 2020. The 68-unit development is projected to require a Total Development Cost of 15,389,634.00. To support the development of this project, ECCDI is requesting $1,500,000.00 in support from the Workforce Housing Services Program. Covenant Senior Housing is not supported by any other New Hanover County funding sources at this time, although the project has received indications of support from county leadership (see accompanying letters of support in Appendix). ECCDI proposes to structure these funds similarly to many other soft funding sources that it has received in the past, such as HOME loans from local governments etc. The loan will be structured with the same terms as the North Carolina Housing Finance Agency’s RPP loans: 20-year amortization and term, at 2% interest rate, with payments based on cashflow after maintaining a 1.15 DSCR. Balloon payment at the end of the loan term. 7 | Page Project Location 8 | Page Project Narrative Timeline Loan Closing–December 2022 Begin Site Work–February 2023 Construction–April 2023 Begin Pre-Lease–March 2024 Completion of Construction–June 2024 Tenant Move-In–July 2024 Fully Leased–August 2024 9 | Page The Covenant Senior Housing is a 68-unit proposed senior living community that will be dedicated to housing the 55 years and older, low-income households in Castle Hayne, New Hanover County, NC. The residents of this development will benefit from the services and programs offered by New Beginning Christian Church (NBCC). New Beginning Christian Church is active in the community and known for their commitment to outreach. NBCC is excited to participate as a partner in the development of The Covenant Senior Housing. This development represents an opportunity to further their mission by affirming the dignity of future residents through safe, secure, decent, and dignified senior housing that meets the needs of low-income seniors in the region, while also providing access to a range of life-improving and affirming programming through NBCC and through ECCDI’s experienced management partners. NBCC will use its physical proximity (literally next door) to provide social, health and economic classes as well as community building opportunities for the residents such group discussions around being alone but not lonely, finances, technology, transportation, cooking and medical support. This new construction project will contribute directly to the County’s Strategic goal of increasing the available stock of affordable housing. The Covenant Senior Housing will comply with NCHFA 2020 QAP requirements and design guidelines. The Covenant Senior Housing community will have a primary entrance off Alex Trask Drive through an access easement granted by New Beginning Christian Church. The secondary entrance/exit will be from Blue Clay Road. The development will utilize 17 one-story quadplex residential buildings with two building types. One building type will contain one bedroom, 1-bathroom units with 665 square feet. The second building type will contain two bedrooms, 1.5 bathrooms with 909 square feet. The elevations and floor plans are consistent with similar successful senior communities that ECCDI has developed across North Carolina. All units are finished with durable flooring throughout. Unit amenities include refrigerators, ranges, dishwashers, washer and dryer hook-ups, internet and cable ready systems, storage and closet space and a private front porch. Community amenities feature a clubhouse with fitness room, computer center, community-wide internet access, laundry facilities, a kitchenette area, multi-purpose gathering space, a picnic pavilion with tables and grill, outdoor seating areas and a covered patio with seating at the rear of the community building. Office and workspace for community management and maintenance staff will also be located within the clubhouse building, as well as an enclosed covered mailbox area. The Covenant Senior Housing will provide 68 units affordable to low-income seniors. All units will be targeted to and rented to households earning less than 80% of the Area Median Income. In fact, all units are targeted and rented to households earning at or below 60% of the Area median income, with 17 units affordable at the 30% AMI level, 11 units affordable at the 50% AMI level, and 40 units affordable at the 60% AMI level. All units will be maintained as affordable under the LIHTC program guidelines for 30 years, being the 15-year program requirement plus an additional 15-year extended use period. 10 | Page Resident activities at The Covenant Senior Housing may be coordinated by community management, New Beginning Christian Church or the Resident Council. Activities are centered in and around the community building and outdoor amenities areas. These activities may include Arts and Crafts, bingo, potluck dinners, holiday parties, and card, game and movie nights. The community common areas are available to residents for private functions and club meetings. Educational activities such as financial literacy, health and wellness seminars, homeownership opportunities and hurricane preparedness will be hosted periodically. Outdoor activities and community cookouts can be facilitated within the area of the picnic pavilion. Community Management will provide residents with information about community activities and events within the New Hanover County area. The proposed management team, Remnant Management, has served as property manager for a number of ECCDI’s previous developments, with a tremendous record of successfully managed communities. Remnant Management has consistently demonstrated a commitment to excellence in management, a willingness and desire to work with residents to meet individual needs, and a passion for providing safe and welcoming environments for all residents. The Covenant Senior Housing is a shovel-ready development. The project has been awarded tax credits from the NCHFA, has secured equity commitments (See appendix), has secured loan commitments from primary and secondary lenders, and has established GC relationships that will allow for swift mobilization once the project is ready to begin. ECCDI has secured site plan approvals from the County and is ready to proceed with development as soon as the project is able to close its financial instruments. ECCDI and NBCC have assembled a team with proven capability to deliver high-quality affordable housing. As you are no doubt aware, the COVID-19 pandemic has had serious effects on supply chains, product availability, and construction pricing. Challenges in securing materials, rapid increases in the costs of materials, and shortages in available labor have led to significant cost increases to the project since its original funding. The Project team has made all possible efforts to address cost increases, through updated loans, additional funding sources, deferred fees, etc. Securing an additional $1,500,000 through the Workforce Housing Support Program would position Covenant Senior Housing to reduce funding gaps resulting from a shifting construction and lending space, and move swiftly to begin construction on this development. 11 | Page Document List Applicant information ECCDI 501(c)3 Determination Letter ECCDI Board Members ECCDI By-laws ECCDI Articles of Incorporation ECCDI Operating Budget – 2022-2023 ECCDI Current P&L Statement ECCDI Balance Sheet ECCDI Financial Report 19-20 Project Summary Project/Site Location Map Project Unit Mix Matrix - NCHFA Project Development Financials – NCHFA Updated Construction SOV – May 2022 Additional Information ECCDI Resume Keith Walker Resume Three Examples of Previous Projects ECCDI Brochure Pastor Campbell/NBCC Resume Remnant Management Resume Letter of Interest – Debt Letter of Interest – Equity Letter of Support – Mayor Letter of Support - Truist 12 | Page Geotechnical Assessment Phase 1 Environmental Assessment Geotechnical Report Evidence of Zoning Site Plan ECCDI BOD Listing effective 06/16/22 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. BOARD OF DIRECTORS Name Representation E-Mail Pastor Robert Campbell Chairman nbcc401@yahoo.com New Beginning Christian Church Term Matures 10/1/2023 3120 Alex Trask Drive Castle Hayne, NC 28429 (w) 910-341-7984 (c) 910-264-0732 Dr. David Nateman Secretary/Treasurer davidnateman@outlook.com Art Instructor Term Renews: 1/19/2018 32 E Via Plaza Nueva Term Matures: 1/19/2022 Sante Fe, NM 87507-8491 (w) 252-222-6262 (c) 252-725-5919 Sandy Hewitt Citizen Representative sandydhewitt@gmail.com 117 Connie Lane Term Renews: 3/23/2018 Beaufort, NC 28516 Term Matures: 3/23/2024 (c) 252-725-5089 (w) 252-222-0019 Amber K. Smith Citizen Representative asmith@nhcgov.com 2222 S. College Road Term Renews: 3/23/2018 Wilmington, NC 28403 Term Matures: 3/23/2024 (c) 910-538-8521 (w) 910-798-6410 Peter Crumley Citizen Representative Peter.crumley@yahoo.com 108 Ricks Avenue Term Renews: 3/23/2018 Beaufort, NC 28516 Term Matures: 3/23/2024 252-269-2352 Tyisha Teel Citizen Representative mtteel@gmail.com 136 Teels Lane Term Renews: 10/15/2019 Beaufort, NC 28516 Term Matures: 10/15/2022 (h) (252) 728-1629 (c) (252) 342-0234 Brian Fike Citizen Representative brian.fike@trilliumnc.org Trillium Health Resource Term Renews: 06/02/21 165 Center St. Term Matures: 06/02/24 Jacksonville, NC 28546 (c) 252-424-9567 Sharii Phelps Citizen Representative sharii.phelps@firstcitizens.com First Citizens Bank Term matures: 06/16/25 1505 Live Oak St Beaufort, NC 28516 (w) 252-728-7209 (c) 252-723-4291 ECCDI BOD Listing effective 06/16/22 Keith D. Walker CEO & President kwalker@eccdi.com CEO & President, ECCDI 108 Professional Park Drive Beaufort, NC 28516 (w) 252-504-3996 (f) 252-504-2248 (c) 252-422-3996 ~~ 2019 Executive Board Committee: Robert Campbell, Chairman; David Nateman, Secretary/Treasurer, and Keith Walker, CEO & President is an Ex-Officio, non-voting member of all committees. 2019 Nominating Committee: David Nateman, Robert Campbell and Keith Walker. 2019 Fiscal and Loan Committee: This Committee will default to the Executive Board and will be open to any other Board Members that are sought for their expertise in these areas. ~~ -1- Amended By-Laws of East Carolina Community Development, Inc. As Amended by the Board of Directors on this 5th day of December, 2013. BY-LAWS OF EAST CAROLINA COMMUNITY DEVELOPMENT, INC. (ECCDI) (A NORTH CAROLINA NONPROFIT CORPORATION) ARTICLE I PURPOSES 1. The purpose of the Corporation shall include; but need not be limited to the following: (a) To provide low to moderate income individuals, seniors, and handicapped with housing facilities and services specifically designed to meet their physical, social, and psychological needs. (b) To facilitate home ownership for low and moderate- income households by working as a housing community based lender and housing developer. This would include reviewing loan applications, providing interim and long- term financing, and providing home ownership consultation. (c) To facilitate the development of needed community services by serving as a partner and/or developer for and with other profit and non-profit corporations. (d) To provide lending opportunities to assist businesses and governmental institutions in North Carolina. 2. The corporation is irrevocably dedicated to and operated exclusively for non-profit purposes. ARTICLE II OFFICES 1. The principal office of the Corporation shall be located in Carteret County, North Carolina. 2. Registered Office: The registered office of the Corporation required by law to be maintained in the State of North Carolina may be; but need not be, identical with the principal office. 3. Other Offices: The Corporation may have offices at such other places, either within or without the State of North Carolina, as the Board of Directors may from time to time determine, or as the business of the Corporation may require. -2- ARTICLE III BOARD OF DIRECTORS 1. General Powers: The business and affairs of the Corporation shall be managed by the Board of Directors or by such Executive Committee as the Board of Directors may establish pursuant to these By-Laws. 2. Number, Term, and Qualifications: The number of Board of Directors of the Corporation shall not be fewer than five (5) or more than twelve (12). Each Director shall hold office for a three (3) year term or until the time of his or her death, resignation, removal or disqualification. A Director’s term of office can continue for three consecutive terms (or nine years) and requires a hiatus of one (1) year before a board member may be reappointed. Each Director must meet the one of the following requirements: a) At least forty percent (40%) of the Board of Directors shall be persons, or representatives of persons, of low or moderate income. These may include persons seeking corporate assistance, provided that each director who is also an applicant for corporate assistance refrain from participating in any decision(s) that may have a direct financial impact on said application. b) The remaining sixty (60%) of the Board of Directors shall be persons living in the community or service areas who have an interest in the purposes of the Corporation. 3. Election of Directors: At each annual meeting or as directed by the Chairman, a vacancy occurring on the Board of Directors shall be filled by a majority of the members of the Board of Directors who shall be in attendance either in person or by telecommunication systems which would be deemed appropriate for a regular or called meeting of the Board at which a quorum is present. If any Director so demands, elections of directors shall be by ballot. A list of all Directors currently serving on the Board will be kept by the Board Secretary indicating terms and dates of election to the Board. 4. Officers: The Board of Directors shall elect a Chairman, a Secretary, a Treasurer, and any other officers as the Board of Directors shall from time to time designate. Any two (2) or more offices, except those of the Chairman and Treasurer may be held by the same person. All such officers shall be elected, either by the Board of Directors at a regular meeting, or, if not done at such meeting, by the Board of Directors at any meeting called for such purpose, and shall, unless otherwise provided by the Board of Directors, hold office until the next annual meeting or meeting held in lieu thereof and until their respective successors shall have been duly chosen. a) Chairman of the Board of Directors: The Chairman of the Board of Directors shall preside at all meetings of the Directors. -3- b) Treasurer: The Treasurer in the absence of the Chairman of the Board shall preside at all meetings of the Directors. The Treasurer shall have the responsibility of all monies and securities of the Corporation and shall cause them to be deposited in the name of the Corporation in such bank or banks as the Directors may elect. He shall cause the disbursement of the monies of the Corporation in payment of the just demands of the Corporation or as may be ordered by the Board of Directors using appropriate accounting procedures, and shall render to the Board of Directors from time to time as may be required an account of the financial condition of the Corporation. This Corporation may contract with another organization, corporate or otherwise, for bookkeeping and other financial services. The person(s) providing these services shall assist the Treasurer with the financial reports. c) Secretary: The Secretary shall cause to have issued notices for all meetings as provided by these By-Laws, shall cause the recordation and preservation of the minutes of all meetings, shall have custody of the books and records of the Corporation except as they shall have been vested in the Treasurer for some other officer, and shall perform such other duties as are incident of this office or as properly required of him by the Board of Directors. A copy of all official business activities and minutes shall be kept in a secure place at the home office of ECCDI. d) Assistant Secretary and Assistant Treasurer: The Board of Directors may appoint an Assistant Secretary and an Assistant Treasurer to perform the duties of the offices of the Secretary and of the Treasurer. One person may be named to fill both offices. 5. Compensation: No Director shall be entitled to, or shall receive any compensation for, attendance at meetings of the Board of Directors or for other services rendered to the Corporation as Director or member of a committee of the Board of Directors: provided however, that the Board of Directors may by vote, offer to any Director reimbursement of reasonable expenses incurred by that person in the performance of their duties as Director for attendance at meetings or conferences related to the organization’s business. 6. Contractors as Board Members: No person or representative of an agency currently under contract to the Corporation shall be eligible for membership on the Board of Directors. No person or representative of any agency acting as a delegate or delegated agency of the Corporation shall be eligible to become a member of the Board of Directors. 7. Staff as Board Members: No person currently employed as a staff member of the Corporation or any affiliated organization of the Corporation shall be eligible for membership on the Board of Directors -4- except for the Chief Executive Officer and President of the Corporation. The Chief Executive Officer and President may be one and the same person and will serve as a non-voting member of the Board of Directors. ARTICLE IV MEETINGS 1. Number of Meetings: The Board of Directors shall meet at least four (4) times each year including the Annual Meeting, which shall be held in December of each year. 2. Notice of Meeting: (a) Annual meeting: The annual meeting of the Board of Directors may be held upon thirty (30) days notice, mailed to the last known address of each member. The notice will indicate the date, time, and place of the meeting. (b) Regular Meetings: The regular meetings of the Board of Directors may be held upon ten (10) days notice, mailed to the last known address of each member. The date, time, and place of regular meetings of the Board shall be established by resolution of the Board of Directors at the Annual Meeting. (c) Special Meetings: Two or more directors may call a special meeting of the Board of Directors by providing, at least three (3) days notice thereof by any usual means of communication. Special meetings may be called by two or more Directors by working through the Chief Executive Officer & President or the Chairman of the Board of Directors. Such notice shall specify the purpose for which the meeting is called. Only the specified purpose(s) of the meeting called by the Directors will constitute the meeting agenda. Attendance by a Director at a meeting shall constitute a waiver of notice of such meeting, except whereas a Director attends a meeting for the express purpose of objecting to the transaction of any business because the meeting is not lawfully called. 3. Quorum: Attendance by a majority which will consist of one-half (1/2) of the members of the Board of Directors, in person, via tele- communication systems or by written proxy, then holding office shall constitute a quorum for the transaction of business at any meeting of the Board of Directors. 4. Manner of Acting: Except as otherwise provided for in this document, the act of the majority of the Directors present at a meeting at which a quorum is present shall be the act of the Board of Directors. The vote of one-half (1/2)of the Directors then holding office and physically in attendance shall be required to adopt, amend, repeal a by-law or revise the Articles of Incorporation. -5- The officer chairing the meeting shall be responsible for identifying situations where director(s) have interest(s) adverse to those of the Corporation and for asking the director(s) to leave the meeting before the Board of Directors undertakes any such action. 5. Proxies: Directors unable to attend a meeting may submit signed proxies to the Chairman of the Board of Directors. The Board shall consider such proxies as a valid affirmative vote. Proxy voting shall be valid for all meetings of the Board of Directors except at the annual meeting. A Director unable to attend a meeting in person may elect to participate in a Board meeting via a conference call. If this option is chosen, the Board member may be counted as present when and if a vote(s) is taken except as directed in the by- laws to have a physical presence. 6. Public Meetings: Meetings of the Board shall be open to the public, except during discussions of financial transactions in progress, legal or personnel matters. ARTICLE V OFFICERS OF THE CORPORATION 1. Officers: The Corporation may have a Chairman, Treasurer, Secretary, a Chief Executive Officer, a President, a Vice-President, and any other officers as the Board of Directors shall from time to time designate. Any two (2) or more offices may be held by the same person. All such officers shall be elected, either by the Board of Directors at their regular meeting, or, if not done at such meeting, by the Board of Directors at any meeting called for such purpose, and shall, unless otherwise provided by the Board of Directors, hold office until the next annual meeting or meeting held in lieu thereof and until their respective successors shall have been duly chosen. The Chief Executive Officer (President) may be elected for a term of up to three (3) years. 2. Chief Executive Officer: The Chief Executive Officer shall perform such duties as may be assigned by the Chairman of the Board of Directors. He shall have the authority to employ and to terminate the employment of his staff. He shall sign any official document, which may be lawfully executed on behalf of the Corporation as directed by the Chairman of the Board of Directors. The Chief Executive Officer shall countersign all checks of the corporation. 3. President: The President, in the absence of the Chairman of the Board and Treasurer, shall preside at all meetings of the Directors. He shall be Chief Executive Officer of the Corporation, shall sign all official documents of instruments of the Corporation as authorized by the Board of Directors, shall make reports to the Board of Directors, and shall perform such other duties as are incident to his office or are properly required by the Board of Directors. -6- Vice-President: shall have the authority, as delegated to him by the President, to sign all official documents or instruments of the Corporation. The Vice-President shall execute documents in lieu of the President if and only if he has written authorization by the President or in his absence by the Chairman of the Board to do so. ARTICLE VI COMMITTEES 1. General: The Executive Committee, if activated, shall be elected annually by the Board of Directors at its regular Annual Meeting or at any meeting called for such purpose, and shall, unless otherwise provided by the Board of Directors, hold office until the next annual meeting of the Board of Directors or meeting held in lieu thereof and until their respective successors shall have been duly chosen. If the Chairman of the Board of Directors is not elected to serve as a voting member of the Executive Committee, he shall be ex-officio member of the Executive Committee. The members of the Executive Committee will be the officers of the Board of Directors by default. The CEO & President will be an ex-officio non- voting member of any Board of Directors’ Committee. 2. Chairman: The Chairman of the Board of Directors is also the Chairman of the Executive Committee. 3. Meetings: Meetings of the Executive Committee shall be held upon the call of the Chairman or Vice-Chairman of the Executive Committee or upon the written request of any one member of the Executive Committee. Notice of the date, time, and place of any meeting of the Executive Committee at least twenty-four (24) hours, or mailed, emailed or faxed to the members of the Executive Committee at their addresses as it then appears from the records of the Corporation at least seventy-two (72) hours prior to the date, time, and place of the meetings. Notice of the date, time and place of any meeting of the Executive Committee may be waived in writing, either before or after the holding of the meeting, which writing shall be filed with or entered upon the record of the meeting. The attendance of any member of the Executive Committee at a meeting without protesting the lack of proper notice shall be deemed a waiver of notice of the meeting. 4. Quorum: At all meetings of the Executive Committee a quorum shall consist of a majority of members of the Executive Committee. Each member of the Executive Committee shall have one vote upon all matters that shall come before the Committee. The vote cast or action taken by a majority of the members of the Committee present and constituting a quorum at the meeting shall control all matters. -7- 5. Authority to Act: The Executive Committee shall have full authority to act in the stead of the Board of Directors between meetings of the Board of Directors except if disallowed in other sections of the By-Laws. 6. Nominating Committee: There shall be a nomination committee of the Board of Directors composed of three (3) members, all of whom shall be elected annually by the Board of Directors at its regular annual meeting or any meeting called for such purpose and shall, unless otherwise provided by the Board of Directors, hold office until the next annual meeting of the Board of Directors or meeting held in lieu thereof or until their respective successors have been duly chosen. The Chairman of the Board of Directors shall be an ex-officio member of the nominating committee. The nomination committee shall recommend to the Board of Directors replacements for those members whose office has terminated. 7. Other Committees: The Board shall have the authority to establish any other committees that it shall deem appropriate. ARTICLE VII GENERAL PROVISIONS 1. For purposes of this section a Director or Officer of the corporation shall conclusively be deemed not to have been derelict in the performance of his duty as such Director or Officer: (a) In a matter which shall have been the subject of a suit or proceeding in which he was a party disposed of by adjudication on the merits, unless he shall have been finally adjudged in such suit or proceedings to have been derelict in the performance of his duty as such Director or Officer, or (b) In a matter not falling within (a) next preceding if all disinterested members of the Board of Directors shall determine that he is not derelict. A Director shall be deemed disinterested in a matter if he has no interest therein other than as a Director of the Corporation. The foregoing right of indemnification shall be in addition to any rights to which any Director of Officer may otherwise be entitled as a matter of law. 2. Unless otherwise ordered by the Chairman of the Board of Directors, or other members of the Board in attendance or by affirmative proxy or proxies appointed by any one of them shall have full powers, on behalf of the Corporation to vote, act, and consent with respect to any shared issued by other corporations which the Corporation may own. -8- 3. This Corporation shall have the authority, in addition to its other powers, to accept grants, contracts, allocations and reservations of federal, state, local, gifts, and private funds. 4. The seal of the Corporation, if the Board of Directors determines to have one, shall be in such form as determined by action of the Board of Directors. 5. Fiscal Year: Unless otherwise ordered by the Board of Directors, the fiscal year of the Corporation shall be from July 1 to June 30. 6. In the event any provision of these By-Laws shall be inconsistent with the Articles of Incorporation, then the Articles of Incorporation shall govern. 7. Wherever the term “Chairman” or “he” appears in the By-Laws it may refer to a female as well as a male, whichever is applicable. No position on the Board of Directors or the staff of the Corporation is intended to be reserved by anyone of a particular gender. 8. All Board members will be required to sign a confidentiality agreement, conflicts of interest policy and conflicts of interest questionnaire, regarding corporate business. 9. Dissolution: Upon the dissolution of the Corporation, the Board of Directors shall, after paying or making provisions for the payment of all of the liabilities of the Corporation, dispose of all of the assets of the Corporation exclusively for the purposes of the Corporation in such manner, or to such organization or organizations organized and operated exclusively for charitable, educational, religious, or scientific purposes as shall at the time qualify as an exempt organization or organizations under Section 501(c)(3) of the Internal Revenue Code of 1986 (or the corresponding provision of any future United States Internal Revenue Law), as the Board of Directors shall determine. Any such assets not so disposed of shall be disposed of by the Court of Common Pleas of the county in which the principal office of the Corporation is then located exclusively for such purposes or to such organization or organizations, as said Court shall determine, which are organized and operated exclusively for such purpose. 10. Meeting will be guided by Roberts Rules of Order. -9- ARTICLE VIII CHDO PROVISIONS 1. The Corporation is certified by The North Carolina Housing Finance Agency as a CHDO, and as such shall conduct its financial accounting/standards to comply with OMB Circular A-133 and OMB Circular A-110. (a) All CHDO set-aside funds may only be used for the following activities (which list shall be automatically expanded if expanded by CHDO regulations.) Acquisition and rehabilitation of existing rental housing. Rehabilitation of existing rental housing owned by another party. Acquisition and rehabilitation of existing housing for sale to eligible Homebuyers. New construction of rental housing. New construction of housing for sale to eligible homebuyers. Acquisition/rehabilitation or new construction of transitional housing. (b) CHDO set-aside funds may not be used for the following activities (which list shall be automatically expanded or contracted by CHDO regulations). Provision of tenant-based rental assistance. Rehabilitation for an owner-occupant. Acquisition or purchase financing of housing for a homebuyer program where no rehabilitation or construction is required. (c) CHDO set-aside funds can only be used in those projects where a CHDO is actively involved in the project as a developer and/or owner as defined under the North Carolina HOME Program. (d) FOR any housing, undertaken by this organization, whether rental, home ownership, or other form, there shall be a formal process by which the Corporation gathers input from intended beneficiaries, low-income residents of the proposed area, and other community members. This process will include (1) holding widely publicized open town meetings (2) creating ad hoc committees of neighbors of a proposed development site (3) forming a neighborhood advisory council (4) temporarily expanding the governing board to include neighbors during the period of planning and development of the housing project. Input will be obtained for project design, location of site, development, management, and any other relevant issues. Jun 22 Ordinary Income/Expense Income 41000 · Project Revenues 41003 · Incentive/Mgmt Fees (39,523.00) 41004 · Service Fees 27,646.40 Total 41000 · Project Revenues (11,876.60) 42000 · Other Revenues - Unrestricted 42003 · Sales Tax Refunds 56,415.65 42004 · Misc Other Income 2,200.00 Total 42000 · Other Revenues - Unrestricted 58,615.65 45000 · Other Revenues - Restricted 45001 · Bank interest on IRP 37.28 45100 · Interest earned on IRP Loans (33.93) Total 45000 · Other Revenues - Restricted 3.35 Total Income 46,742.40 Gross Profit 46,742.40 Expense 60150 · Audit expense 7,000.00 60400 · Bank Service Charges 42.50 61000 · Business Licenses and Permits 60.00 62400 · Depreciation Expense 12,779.26 62500 · Dues and Subscriptions 166.00 63300 · Insurance Expense 63310 · General Liability Insurance 179.67 63350 · Worker's Compensation 257.00 Total 63300 · Insurance Expense 436.67 63400 · Interest Expense 13,547.52 63500 · Janitorial Expense 240.00 63775 · Leases - copiers 529.81 63800 · Legal Expense 4,304.00 64300 · Meals and Entertainment 51.93 64900 · Office Supplies 313.31 66100 · Payroll Service Fees 121.00 66500 · Postage and Delivery 34.91 67110 · Rent - Offsite storage 95.00 67200 · Repairs and Maintenance 67210 · R&M- Internet/Software 2.99 67220 · R&M - Landscaping 133.75 Total 67200 · Repairs and Maintenance 136.74 67700 · Salaries Expense 67708 · Salaries - HOP-NH 2,090.95 67709 · Salaries - General 22,773.83 Total 67700 · Salaries Expense 24,864.78 67750 · Salary Fringes 67751 · Employer Payroll Tax Expense 1,632.64 67752 · FUTA Expense 5.61 67753 · SUTA expense 31.34 67755 · Group Health Insurance 2,811.57 67756 · AFLAC Insurance (379.40) 67757 · 401(k) ER Match 939.26 67758 · Group Dental 135.33 67759 · Group Vision Insurance (6.30) 67760 · Car Allowance - Exec 979.71 67765 · Fuel allowance - Exec (32.80) 67770 · Group Life & ADD 21.75 12:58 PM East Carolina Community Development, Inc. 07/25/22 Profit & Loss Accrual Basis June 2022 Page 1 Jun 22 Total 67750 · Salary Fringes 6,138.71 68100 · Telephone Expense 68105 · Land Lines 389.34 68110 · Internet 159.97 68115 · Cable TV 97.30 68120 · Cell Phones 91.69 Total 68100 · Telephone Expense 738.30 68600 · Utilities 68610 · Electric 234.04 68620 · Water & Sewer 243.33 Total 68600 · Utilities 477.37 Total Expense 72,077.81 Net Ordinary Income (25,335.41) Other Income/Expense Other Income 70200 · Interest Inc-NR-Related Party 4,326.21 70600 · H.O.P. - NH Reimbursements 70699 · HOP-NH Reimbursement 8,322.32 Total 70600 · H.O.P. - NH Reimbursements 8,322.32 Total Other Income 12,648.53 Other Expense 70602 · HOP-NH Operating Expenses 6,231.37 Total Other Expense 6,231.37 Net Other Income 6,417.16 Net Income (18,918.25) 12:58 PM East Carolina Community Development, Inc. 07/25/22 Profit & Loss Accrual Basis June 2022 Page 2 Jun 30, 22 ASSETS Current Assets Checking/Savings 10000 · Cash - Non-Restricted 10001 · FCB - operating-9802 80,407.08 10002 · FCB - payroll - 3289 25,779.05 Total 10000 · Cash - Non-Restricted 106,186.13 11000 · Cash - Restricted 11003 · Sound Bank, IRP Interest-9236 148,597.55 11004 · Sound Bank, IRP Reserve-9228 6,083.26 11100 · FCB Money Mkt - IRP-3276 207,262.15 11102 · FCB - CDFI-9446 2,514.08 Total 11000 · Cash - Restricted 364,457.04 Total Checking/Savings 470,643.17 Accounts Receivable 11001 · Accounts Receivable 25,775.31 Total Accounts Receivable 25,775.31 Other Current Assets 12000 · Other Receivables 12003 · Sales Tax Receivable 31,287.63 Total 12000 · Other Receivables 31,287.63 12100 · Development Advances, Current 12105 · Development Advances, Others 12205 · Developement Adv - Legal, Other 8,460.00 12105 · Development Advances, Others - Other 124,743.76 Total 12105 · Development Advances, Others 133,203.76 12111 · Development Adv Cove Sr I 12211 · Dev Adv - Legal - Cov Sr Housin 2,738.01 12111 · Development Adv Cove Sr I - Other 144,375.76 Total 12111 · Development Adv Cove Sr I 147,113.77 12131 · Development Adv - Eastport II 12231 · Dev Adv - Legal - Eastport II 1,700.51 12131 · Development Adv - Eastport II - Other 126,722.06 Total 12131 · Development Adv - Eastport II 128,422.57 12140 · Development Adv - Elijah's Land 12240 · Dev Adv - Legal - Elijah's Land 22,862.36 12140 · Development Adv - Elijah's Land - Other 274,014.65 Total 12140 · Development Adv - Elijah's Land 296,877.01 12142 · Advances - Knightdale 1,327.00 12143 · Dev Adv - Phoenix Park Rehab 12243 · Dev - Adv - PP Rehab - Legal 2,257.00 12143 · Dev Adv - Phoenix Park Rehab - Other 8,065.00 Total 12143 · Dev Adv - Phoenix Park Rehab 10,322.00 12147 · Cliffmore (Fayetteville) 12247 · Dev Adv - Legal - Cliffmore 7,531.01 12147 · Cliffmore (Fayetteville) - Other 122,173.01 Total 12147 · Cliffmore (Fayetteville)129,704.02 Total 12100 · Development Advances, Current 846,970.13 12250 · Prepaid Developer Fees 7,556.98 12700 · Current Maturities -N/R - IRP 20,358.73 1:12 PM East Carolina Community Development, Inc. 07/25/22 Balance Sheet Accrual Basis As of June 30, 2022 Page 1 Jun 30, 22 12715 · Current Maturities, Dev Advance 57,522.30 Total Other Current Assets 963,695.77 Total Current Assets 1,460,114.25 Fixed Assets 15000 · Property and Equipment 15100 · Office Equipment 52,917.22 15200 · Office Building 346,841.31 15300 · Land - office 83,208.65 15400 · Land Improvements 9,181.57 Total 15000 · Property and Equipment 492,148.75 15900 · Accumulated Depreciation (183,163.80) Total Fixed Assets 308,984.95 Other Assets 19590 · Fund Acct - Due from 16000 · Due from other Accts, IRP-FD 1,330,757.02 19599 · Due From Other Accts-FD 413,918.96 Total 19590 · Fund Acct - Due from 1,744,675.98 12900 · Accrued Interest Receivable 246,040.52 16100 · Def Development Advances, L/T 16110 · Def Development Adv L/T -BPB 13,177.59 16120 · Def Development Adv L/T - Eden 138,394.40 16140 · Def Development Adv L/T - Emmer 294,811.58 16160 · Def Development Adv L/T-Fox Hol 183,824.33 16170 · Def Development Adv L/T - PP II 24,288.20 16299 · Current Maturities-Def Dev Advc (57,522.30) Total 16100 · Def Development Advances, L/T 596,973.80 16300 · CDBG Receivables, Long-term 16310 · CDBG Rec - Emmerdale 250,000.00 16320 · CDBG Rec - Fox Hollow 85,439.50 16330 · CDBG Rec - Glenstal 104,381.58 16370 · CDBG Rec - PP II loan #1 86,883.01 16371 · CDBG Rec - PP II loan #2 57,514.57 Total 16300 · CDBG Receivables, Long-term 584,218.66 16400 · IRP Notes Receivable, Long-term 16403 · IRP N/R, Two Dreams 78,355.47 16499 · N/R IRP, current (20,358.73) Total 16400 · IRP Notes Receivable, Long-term 57,996.74 16999 · Bad debt Allowance (5,242.78) 18000 · Option Deposits 18,500.00 19000 · Real estate held for developmt 19001 · Land - Beaufort Cottages 175,000.00 19002 · Land - Jacksonville 710,000.00 19003 · Land - Kinston - 10.66 acres 411,000.00 19004 · Land - Polkton - 3.53 acres 191,000.00 19005 · Land - Rockingham - 6 lots 188,000.00 Total 19000 · Real estate held for developmt 1,675,000.00 19100 · Other investments-PPII 13,300.00 19500 · Transfer Between Cash Accounts (14,378.64) 19501 · Transfer between cash acct, IRP 14,378.64 19520 · Due from Communities 19541 · Due from Compass Pointe 1,400.00 Total 19520 · Due from Communities 1,400.00 1:12 PM East Carolina Community Development, Inc. 07/25/22 Balance Sheet Accrual Basis As of June 30, 2022 Page 2 Jun 30, 22 19525 · Due From Parachute Managment 111,716.59 Total Other Assets 5,044,579.51 TOTAL ASSETS 6,813,678.71 LIABILITIES & EQUITY Liabilities Current Liabilities Accounts Payable 20000 · Accounts Payable 178,371.10 Total Accounts Payable 178,371.10 Other Current Liabilities 20010 · Due to PMC 150,943.38 20015 · Due to NBCC (COV)2,000.00 20016 · Due to Evangel Ministries- SolX 4,000.00 20200 · Due to Communitues 20229 · Due to Blue Point Bay 20,147.66 20239 · Due to Wellington Grove 58,000.00 Total 20200 · Due to Communitues 78,147.66 21500 · Deferred Revenue 2,200.00 23104 · Accrued Vacation 44,280.78 23110 · Other P/R payables 3,564.33 23700 · Other Current Liability 23706 · FCB - ST NP #2367 140,000.00 23709 · S/T, Note Pay - Eastpoint Homes 462,177.00 Total 23700 · Other Current Liability 602,177.00 24402 · Current Portion - L/T debt-CDBG 180,389.63 24403 · Current Portion - L/T debt-USDA 81,625.47 Total Other Current Liabilities 1,149,328.25 Total Current Liabilities 1,327,699.35 Long Term Liabilities 19610 · Fund Acct - Due To 19601 · Due to other Funds, IRP-FD 413,918.96 19600 · Due to Other Funds-FD 1,330,757.02 Total 19610 · Fund Acct - Due To 1,744,675.98 26000 · Long-Term Debt 26110 · N/P - Hal K Jordan & Co 81,000.00 Total 26000 · Long-Term Debt 81,000.00 26050 · Accrued Interest Payable 4,799.46 26207 · NP- FCB_03.02.22- x2039 324,001.40 26300 · Note Pay - CDBG - COJ 26302 · N/P - CDBG - Glenstal 105,435.22 26304 · N/P - CDBG- PPII - #2 23,996.11 26305 · N/P - CDBG - Fox Hollow 65,204.23 26306 · N/P - CDBG - Emmerdale 127,831.83 26390 · Current Maturities N/P-L/T-CDBG (180,389.63) Total 26300 · Note Pay - CDBG - COJ 142,077.76 26500 · Note Pay - Wells Fargo 26501 · Wells Fargo - EQ2 150,000.00 Total 26500 · Note Pay - Wells Fargo 150,000.00 26750 · NP-Institute Capital 734,352.53 29000 · Notes Payable - USDA 29002 · USDA - Loan 05 - IRP 413,683.76 1:12 PM East Carolina Community Development, Inc. 07/25/22 Balance Sheet Accrual Basis As of June 30, 2022 Page 3 Jun 30, 22 29003 · USDA - Loan 06 - IRP 463,608.82 29900 · Current Portion of L/T Dbt-USDA (81,625.47) Total 29000 · Notes Payable - USDA 795,667.11 Total Long Term Liabilities 3,976,574.24 Total Liabilities 5,304,273.59 Equity 30000 · Opening Balance Equity 1,002,756.52 30001 · Opening balance equity, IRP 562,260.77 32000 · Unrestricted Net Assets 194,952.36 Net Income (250,564.53) Total Equity 1,509,405.12 TOTAL LIABILITIES & EQUITY 6,813,678.71 1:12 PM East Carolina Community Development, Inc. 07/25/22 Balance Sheet Accrual Basis As of June 30, 2022 Page 4 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. CONSOLIDATED FINANCIAL AND COMPLIANCE REPORT YEARS ENDED JUNE 30, 2020 AND 2019 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Table of Contents Page No. Independent Auditor's Report …………………………………………………………………1 - 2 Financial Statements Consolidated Statements of Financial Position ……………………………………………3 Consolidated Statements of Activities and Changes in Net Assets …………………………4 Consolidated Statement of Functional Expenses ……………………………………………5 Consolidated Statements of Cash Flows ……………………………………………………6 - 7 Notes to Consolidated Financial Statements …………………………………………………8 - 40 Supplementary Information Consolidating Statement of Financial Position ………………………………………………41 Consolidating Statement of Activities and Changes in Net Assets …………………………42 Consolidating Schedule of Financial Position by Program …………………………………43 Consolidating Schedule of Activities and Changes in Net Assets by Program ……………44 Schedule of East Carolina Community Development's Assets, Liabilities, and Net Assets …………………………………………………………...........................45 Schedule of East Carolina Community Development's Revenue and Expenses ……………46 Schedule of Parachute's Assets, Liabilities, and Net Assets ………………………………47 Schedule of Parachute's Revenue and Expenses ……………………………………………48 Supplementary Schedule of Investments in Real Estate Entities ……………………………49 Consolidated Schedule of Expenditures of Federal Awards ………………………………50 Notes to the Consolidated Schedule of Expenditures of Federal Awards …………………51 Internal Control and Compliance Independent Auditor's Report on Internal Control over Financial Reporting and on Compliance and Other Matters Based on an Audit of Financial Statements Performed in Accordance with Government Auditing Standards …………………………52 - 53 Independent Auditor's Report on Compliance For Each Major Program and on Internal Control Over Compliance Required by the Uniform Guidance …………………54 - 55 Schedule of Findings and Questioned Costs …………………………………………………56 - 58 Summary Schedule of Prior Year Audit Findings and Questioned Costs ……………………59 Corrective Action Plan …………………………………………………………………………60 Independent Auditor's Report To the Board of Directors East Carolina Community Development, Inc. Beaufort, North Carolina Report on the Financial Statements We have audited the accompanying consolidated financial statements of East Carolina Community Development,Inc.(the "Organization"),which comprise the consolidated statements of financial position as of June 30, 2020 and 2019, and the related consolidated statements of activities and changes in net assets,and cash flows for the years then ended, and the related notes to the consolidated financial statements. Management's Responsibility for the Financial Statements Management is responsible for the preparation and fair presentation of these consolidated financial statements in accordance with accounting principles generally accepted in the United States of America;this includes the design,implementation,and maintenance of internal control relevant to the preparation and fair presentation of consolidated financial statements that are free from material misstatement, whether due to fraud or error. Auditor's Responsibility Our responsibility is to express an opinion on these consolidated financial statements based on our audits.We conducted our audits in accordance with auditing standards generally accepted in the United States of America and the standards applicable to financial audits contained in Government Auditing Standards issued by the Comptroller General of the United States.Those standards require that we plan and perform the audits to obtain reasonable assurance about whether the consolidated financial statements are free from material misstatement. An audit involves performing procedures to obtain audit evidence about the amounts and disclosures in the consolidated financial statements.The procedures selected depend on the auditor's judgment, including the assessment of the risks of material misstatement of the consolidated financial statements,whether due to fraud or error.In making those risk assessments,the auditor considers internal control relevant to the Organization's preparation and fair presentation of the consolidated financial statements in order to design audit procedures that are appropriate in the circumstances,but not for the purpose of expressing an opinion on the effectiveness of the Organization's internal control. Accordingly,we express no such opinion.An audit also includes evaluating the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluating the overall presentation of the consolidated financial statements. We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinion. Opinion In our opinion, the consolidated financial statements referred to above present fairly,in all material respects, the financial position of East Carolina Community Development,Inc.as of June 30, 2020 and 2019, and the changes in their net assets and their cash flows for the years then ended in accordance with accounting principles generally accepted in the United States of America. Page 1 Supplementary Information Our audits were conducted for the purpose of forming an opinion on the consolidated financial statements as a whole.The accompanying supplementary information,as listed on the table of contents as pages 40 through 48,is presented for purposes of additional analysis and is not a required part of the consolidated financial statements.The accompanying consolidated schedule of expenditures of federal awards,on page 45,is presented for purposes of additional analysis,as required by Title 2 U.S.Code of Federal Regulations (CFR) Part 200,Uniform Administrative Requirements,Cost Principles,and Audit Requirements for Federal Awards,and is also not a required part of the consolidated financial statements.Such information is the responsibility of management and was derived from and relates directly to the underlying accounting and other records used to prepare the consolidated financial statements.The information has been subjected to the auditing procedures applied in the audits of the consolidated financial statements and certain additional procedures,including comparing and reconciling such information directly to the underlying accounting and other records used to prepare the consolidated financial statements or to the consolidated financial statements themselves,and other additional procedures in accordance with auditing standards generally accepted in the United States of America.In our opinion,the information is fairly stated,in all material respects,in relation to the consolidated financial statements as a whole. Other Reporting Required by Government Auditing Standards In accordance with Government Auditing Standards,we have also issued our report dated May 3,2021,on our consideration of the Organization's internal control over financial reporting and on our tests of its compliance with certain provisions of laws,regulations,contracts,and grant agreements and other matters.The purpose of that report is solely to describe the scope of our testing of internal control over financial reporting and compliance and the results of that testing,and not to provide an opinion on the effectiveness of the Organization's internal control over financial reporting or on compliance.That report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the Organization's internal control over financial reporting and compliance. Raleigh, North Carolina May 3, 2021 Page 2 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Consolidated Statements of Financial Position June 30, 2020 and 2019 AssetsCurrent Assets: Cash and cash equivalents $699,936 $553,327 Tenant accounts receivable 28,835 8,460 Accounts receivable, operations 68,508 623,297 Prepaid expenses 62,012 112,009 Accrued interest receivable 228,965 215,150 IRP notes receivable, current (net of allowance for doubtful accounts of 2020 - $5,743 and 2019 - $6,899) (Note 4)14,615 12,357 Due from related parties 110,311 84,759 Development advances, current (Note 5)26,088 28,644 Notes receivable, related party, current (Note 6)69,416 46,653 Real estate held for sale 710,000 - Total current assets 2,018,686 1,684,656 Restricted cash, non-current (Note 7)1,114,310 1,077,048 Property and equipment, net of accumulated depreciation (Note 8)13,657,094 14,207,851 Construction in progress 1,722,075 113,218 Other Assets: Intangible assets, net of accumulated amortization 19,289 23,022 Development advances, net of current portion (Note 5)4,540 125,379 IRP notes receivable, net of current maturities (Note 4)75,366 95,725 Deferred development advances (Note 5)654,496 654,496 Real estate held for development (Note 9)965,000 1,733,000 Investments in limited partnerships 156,080 159,124 Notes receivable, related party (Note 6)593,627 813,009 Miscellaneous 300 300 2,468,698 3,604,055 Total assets $20,980,863 $20,686,828 Liabilities and Net Assets Current Liabilities: Accounts payable and accrued expenses $476,362 $1,204,175 Lines of credit, current portion (Note 12)524,033 524,033 Payroll liabilities 83,564 64,202 Due to related parties 7,774 55,631 Current portion of long-term debt (Note 11)876,693 969,255 Total current liabilities 1,968,426 2,817,296 Loans from shareholders 20,822 20,682 Lines of credit, long-term (Note 12)55,688 - Long-term debt, less current maturities (Note 11)9,643,742 8,416,901 Less mortgage issuance costs, unamortized (Note 11)31,910 33,915 Total liabilities 11,656,768 11,220,964 Net Assets: Without donor restrictions 3,773,854 3,915,623 With donor restrictions: Section 1602 exchange program (Note 15)5,546,242 5,546,242 Other 3,999 3,999 Total net assets 9,324,095 9,465,864 Total liabilities and net assets $20,980,863 $20,686,828 20192020 See Notes to Consolidated Financial Statements Page 3 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Consolidated Statements of Activities and Changes in Net Assets Years Ended June 30, 2020 and 2019 2020 2019 Without Donor With Donor Without Donor With Donor Restrictions Restrictions Total Restrictions Restrictions Total Revenues: Grants $18,000 $- $18,000 $- $- $- Development fees 514,312 - 514,312 291,260 - 291,260 Payroll reimbursements 593,087 - 593,087 132,153 - 132,153 Management fees 271,388 - 271,388 65,188 - 65,188 Rental 1,355,050 - 1,355,050 1,248,559 - 1,248,559 Interest 33,720 - 33,720 36,589 - 36,589 Other 431,937 - 431,937 757,966 - 757,966 Donations 1,000 - 1,000 20,000 - 20,000 Total revenues 3,218,494 - 3,218,494 2,551,715 - 2,531,715 Net assets released from restrictions - - - - - - Total revenue and net assets released from restrictions 3,218,494 - 3,218,494 2,551,715 - 2,551,715 Expenses: Program services 3,155,421 - 3,155,421 2,772,632 - 2,772,632 General and administrative 146,842 - 146,842 157,614 - 157,614 Total expenses 3,302,263 - 3,302,263 2,930,246 - 2,930,246 Other gains and losses: Loss in market value of land held for sale (58,000) - (58,000) - - - Acquisition of rental projects 100,315 100,315 (58,000) - (58,000) 100,315 - 100,315 Changes in net assets (141,769) - (141,769) (278,216) - (278,216) Net assets, beginning 3,915,623 5,550,241 9,465,864 4,193,839 5,550,241 9,744,080 Net assets, ending $3,773,854 $5,550,241 $9,324,095 $3,915,623 $5,550,241 $9,465,864 See Notes to Consolidated Financial Statements Page 4 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Consolidated Statement of Functional Expenses Year Ended June 30, 2020 Real Estate Property Advertising $- $- $- $- $- $- Bank charges 1,060 3,836 386 5,282 131 5,413 Bad debts - 13,312 - 13,312 - 13,312 Contract services - 133,022 10,508 143,530 - 143,530 Development costs 19,963 - - 19,963 - 19,963 Dues and subscriptions 1,610 2,646 - 4,256 198 4,454 Finance charges - hurricane rehabilitation - 45,269 - 45,269 - 45,269 Fringes 27,262 11,766 - 39,028 3,358 42,386 Parachute fringes - 33,073 - 33,073 - 33,073 Insurance 5,219 154,353 - 159,572 643 160,215 Meals 1,565 787 - 2,352 2,352 4,704 Miscellaneous 100 7,417 614 8,131 2,931 11,062 Office expenses 9,578 70,614 3,660 83,852 1,181 85,033 Payroll taxes 21,848 110,182 - 132,030 2,691 134,721 Postage 1,177 1,678 - 2,855 146 3,001 Professional services 29,749 63,059 2,311 95,119 3,665 98,784 Rent 722 239 - 961 89 1,050 Repairs 6,580 9,021 - 15,601 811 16,412 Salaries 177,563 110,717 54 288,334 21,874 310,208 Parachute salaries - 1,146,678 - 1,146,678 - 1,146,678 Staff education 2,127 4,803 - 6,930 262 7,192 Supplies - 72,242 743 72,985 - 72,985 Telephone 1,147 12,596 - 13,743 254 13,997 Travel 8,033 6,595 - 14,628 990 15,618 Utilities 4,468 169,393 9,736 183,597 993 184,590 Total functional expenses before 319,771 2,183,298 28,012 2,531,081 42,569 2,573,650 depreciation, amortization and interest Depreciation expense - 511,989 25,215 537,204 13,553 550,757 Interest expense - 65,947 15,451 81,398 90,720 172,118 Interest - mortgage issuance costs - 2,005 - 2,005 - 2,005 Amortization - 3,733 - 3,733 - 3,733 Total expenses $319,771 $2,766,972 $68,678 $3,155,421 $146,842 $3,302,263 Program Services Development Management Total ExpensesAdministrative Services Services Total Program General and Supportive See Notes to Consolidated Financial Statements Page 5 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Consolidated Statements of Cash Flows Years Ended June 30, 2020 and 2019 2020 2019 Cash flows from operating activities: Changes in net assets $(141,769) $(278,216) Adjustments to reconcile changes in net assets to net cash provided by operating activities: Depreciation 550,757 525,334 Amortization 3,733 3,734 Loss on disposal of property and equipment - 30,013 Interest - mortgage issuance costs 2,005 1,948 Write-off of development advances 78,026 307,592 Loss in market value of land held for sale 58,000 - (Increase) decrease in: Tenant accounts receivable (20,375) 12,838 Accounts receivable, operations 554,789 408,993 Prepaid expenses 49,997 (75,097) Accrued interest receivable (13,815) (17,578) Due from related parties (25,552) (84,759) Increase (decrease) in: Accounts payable and accrued expenses (727,813) (117,935) Payroll liabilities 19,362 38,691 Due to related parties (47,857) 55,631 Net cash provided by operating activities 339,488 811,189 Cash flows from investing activities: Insurance proceeds - (105,352) Investments in limited partnerships 3,044 4,399 Property and equipment - (22,060) Construction in progress (83,678) - Payments on development advances (105,780) (160,025) Payments received on development advances 26,770 - Payments received on IRP notes receivable 18,101 17,121 Payments received on notes receivable, related party - (1,541) Loans from shareholders 140 2,904 Net cash used in investing activities (141,403) (264,554) Cash flows from financing activities: Lines of credit 55,688 399,252 Proceeds provided by long-term debt 60,900 79,123 Payments on long-term debt (130,802) (505,934) Net cash used in financing activities (14,214) (27,559) Net increase in cash, cash equivalents, and restricted cash 183,871 519,076 Cash, cash equivalents, and restricted cash, beginning 1,630,375 1,111,299 Cash, cash equivalents, and restricted cash ending $1,814,246 $1,630,375 See Notes to Consolidated Financial Statements Page 6 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Consolidated Statements of Cash Flows (Continued) Years Ended June 30, 2020 and 2019 2020 2019 Reconciliation of cash, cash equivalents, and restricted cash reported on the balance sheets to cash, cash equivalents, and restricted cash shown above: Cash and cash equivalents $699,936 $553,327 Restricted deposits and funded reserves 1,114,310 1,077,048 $1,814,246 $1,630,375 Supplemental disclosures of cash flow information: Cash paid for interest $181,034 $140,381 Supplemental disclosures of noncash investing and financing activities: Decrease in long-term debt by:Decrease in notes receivable, related party $196,619 $42,446 Acquisition of Troon Apartments Limited Partnership: Property and equipment $- $807,068 Operating cash - 44,402 Restricted deposits and funded reserves - 189,765 Prepaid expenses - 10,518 Tenant accounts receivable - 2,910 Accounts receivable, operations - 469,310 Accounts payable - (216,046) Tenant security deposits, held - (17,305) Accrued expenses - (4,126) Mortgages payable - (1,186,181) Contributions - (100,315) $- $- Increase in construction in progress through increase in long-term debt $1,400,800 $18,141 Decrease in development advances and increase in construction in progress due to acquisition of Elijah's Landing of Morehead City, LLC $124,379 $- Transactions related to hurricane damage of Camellia Court Apartments Limited Partnership: Accounts receivable, operations $- $254,513 Accounts payable - (324,303) Purchase of property and equipment - 358,554 Disposal of property and equipment - (342,836) Loss on disposal of property and equipment - 30,013 Accumulated depreciation - 24,059 $- $- Transactions related to hurricane damage of Troon ApartmentsLimited Partnership: Accounts receivable, operations $- $272,883 Accounts payable - (570,463) Purchase of property and equipment - 402,932 Insurance proceeds - (105,352) $- $- See Notes to Consolidated Financial Statements Page 7 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 1 - NATURE OF ACTIVITIES AND SIGNIFICANT ACCOUNTING POLICIES Nature of Business Principles of Consolidation All inter-company accounts and transactions have been eliminated in the consolidation. Phoenix Park II Housing of Jacksonville, Inc. East Carolina Community Development,Inc.("ECCDI"),is a not-for-profit corporation established in 1995.It is dedicated to improving and enhancing the standard of living of the people of Eastern North Carolina.ECCDI was organized to meet the needs for quality affordable housing in its primary market/service areas,facilitate access to capital for small businesses,and provide social outreach programs.Its market/service areas include Brunswick,Carteret,Craven,Duplin,Jones,Lenoir,New Hanover, Onslow, Pamlico, and Pender counties. In prior years,ECCDI entered into a contractual agreement with the USDA Rural Development ("USDA RD")to provide loan capital to a businesses located in Eastern North Carolina through its Intermediary Relending Program ("IRP").During 2015,ECCDI developed a plan to accelerate payments on the notes due to USDA RD under this program.The plan relates to the decision by ECCDI's Board of Directors to exit from the IRP in an orderly manner. ECCDI also operates as a community housing development organization ("CHDO")and has developed seventeen affordable housing developments,and has plans underway for several additional developments in the near future. The consolidated financial statements include the accounts of wholly owned entities and investments in limited and general partnerships in which ECCDI has a controlling interest.The consolidated financial statements include the accounts of ECCDI and the following corporations (the "Organization"): Elijah's Landing of Morehead City, LLC Wholly OwnedGlenstal Housing of Jacksonville, Inc. Wholly Owned Blue Point Bay Housing of Morehead City, Inc.Wholly Owned Wholly Owned Wholly Owned Wholly Owned Wholly Owned Wholly OwnedLongbourne Housing of Jacksonville, Inc. Wholly Owned Wellington Grove Housing of Jacksonville, Inc. Wholly OwnedPhoenix Park Housing of Jacksonville, Inc. Wholly Owned Name of Entity Type of Ownership Camellia Court, Inc. Castle Glen Housing of Newport, Inc. Cypress Cove Housing of Wilmington, Inc. Eastport at the Park Housing of Beaufort, Inc. Edenbridge Housing of Morehead City, Inc. Emmerdale Housing of Jacksonville, Inc. Fox Hollow Housing of Jacksonville, Inc. Wholly Owned Compass Pointe at Meadows Gate, LLC Camellia Court Apartments, LLC Phoenix Park, LLC Wholly Owned Wholly Owned Wholly Owned Troon Apartments, LLC Wholly Owned Parachute Management Company, LLC Wholly Owned Wholly Owned Meadow's Gate, LLC Wholly Owned Wholly Owned Page 8 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 1 - NATURE OF ACTIVITIES AND SIGNIFICANT ACCOUNTING POLICIES (Continued) Principles of Consolidation (Continued) Principles of Reporting Cash and Cash Equivalents, Restricted Cash, and Funded Reserves Rental Revenue and Tenant Receivables For purposes of reporting the consolidated statements of cash flows,the Organization includes all cash accounts and money market accounts,which are not subject to withdrawal restrictions or penalties,and all highly liquid debt instruments purchased with maturities of three months or less to be cash,cash equivalents,restricted cash,and funded reserves.Restricted cash includes reserves,tax and insurance escrow accounts, and tenant security deposits. A summary of significant accounting policies is as follows: The consolidated financial statements are reported on the accrual basis of accounting in accordance with U.S. generally accepted accounting principles. ECCDI has a majority ownership interest in Elijah's Landing of Morehead City,Inc.This entity was formed to hold the managing member interest in Elijah's Landing of Morehead City,LLC.As of June 30, 2020, there was no activity for this entity. ECCDI has a majority ownership interest in The Covenant Senior Housing of Castle Hayne,Inc.This entity was formed to hold the managing member interest in The Covenant Senior Housing,LLC.As of June 30, 2020, there was no activity for these entities. Effective July 19,2019,Camellia Court Apartments Limited Partnership filed Articles of Organization including Articles of Conversion to convert Camellia Court Apartments Limited Partnership to Camellia Court Apartments, LLC. Effective July 19,2019,Phoenix Park,LLC submitted Articles of Merger to merge Phoenix Park Housing of Jacksonville,Inc.with Phoenix Park,LLC leaving Phoenix Park,LLC as the surviving entity. Rental income is recognized as rentals become due.Rental payments secured in advance are deferred until earned. All leases between the Organization and the tenants are short-term operating leases. On July 19,2019,Camellia Court Apartments,LLC and Camellia Court,Inc.filed Articles of Merger with the department of the secretary of state.The merger left Camellia Court Apartments,LLC as the surviving entity. Effective July 19,2019,Troon Apartments Limited Partnership,a consolidated entity,filed Articles of Organization including Articles of Conversion to convert Troon Apartments Limited Partnership to Troon Apartments, LLC. ECCDI has a majority ownership interest in Eastport II at the Park Housing of Beaufort,Inc.This entity was formed to hold the managing member interest in Eastport II at the Park,LLC.As of June 30, 2020 there was no activity for these entities. Page 9 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 1 - NATURE OF ACTIVITIES AND SIGNIFICANT ACCOUNTING POLICIES (Continued) Rental Revenue and Tenant Receivables (Continued) Notes Receivable Fixed Assets The entities have not established an allowance for doubtful accounts for the Projects and do not use the reserve method for recognizing bad debts.Bad debts are treated as direct write-offs in the period management determines that collection is not probable.Accounting principles generally accepted in the United States of America require the allowance method to be used for recognizing bad debts;however management believes the effect of using the direct write-off method is not material to the financial statements for the years ended June 30,2020 and 2019.Rental income is recognized as rents become due.Rental payments secured in advance are deferred until earned.All leases between the Projects and the tenants are short-term operating leases. Fixed assets are stated at cost,or if donated,at estimated fair market value at the date of donation. Depreciation is computed on a straight-line method over the estimated useful lives of the assets,ranging from 5 to 40 years. The Organization capitalizes all significant expenditures for property and equipment whose useful life exceeds one year. Donations of property and equipment are recorded as contributions at their estimated fair value at the date of donation.Such donations are reported as increases in net assets without donor restrictions unless the donor has restricted the donated asset to a specific purpose.Assets donated with explicit restrictions regarding their use and contributions of cash that must be used to acquire property and equipment are reported as restricted contributions.Absent donor stipulations regarding how long those donated assets must be maintained,the Organization reports expirations of donor restrictions when the donated or acquired assets are placed in service as instructed by the donor.The Organization reclassifies net assets with donor restrictions to net assets without donor restrictions at that time. Notes receivable are stated at unpaid principal balances net of an allowance for doubtful accounts. Interest on notes receivable is accrued and credited to income based on the principal amount outstanding at the stated rate of interest.Notes receivable outstanding longer than the contractual payment terms are considered past due. The Organization determines its allowance by considering a number of factors,including the length of time the notes receivable are past due,the Organization's previous loss history,the IRP recipient's current ability to pay its obligation to the Organization and the condition of the general economy.The Organization writes off notes receivable when they become uncollectible,and payments subsequently received on such receivables are credited to the allowance for doubtful accounts.Should a note receivable become uncollectible,the Organization has a security interest in the assets of the recipient to recover the loan balance.In addition,loan loss and loan payment reserves are being funded by the Organization. Tenant rent charges for the current month are due on the first of the month.Tenants who are evicted or move-out are charged with damages or cleaning fees,if applicable.Tenant receivables consist of amounts due for rental income,security deposit or the charges for damages and cleaning fees.The Projects do not accrue interest on the tenant receivable balances. Page 10 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 1 - NATURE OF ACTIVITIES AND SIGNIFICANT ACCOUNTING POLICIES (Continued) Real Estate Held for Development and Sale Intangible Assets Investments in Limited Partnerships Reclassifications During the year ended June 30,2017,Emmerdale LLC's deferred development fee was paid through a capital contribution.An investment in limited partnership of $156,080 and $159,124,respectively are included in the consolidated financial statements at June 30, 2020 and 2019. Impairment of Long-Lived Assets The Organization reviews its long-lived assets for impairment whenever events or changes in circumstances indicate that the carrying value of such property may not be recoverable.Recoverability is measured by a comparison of the carrying amount to the future net undiscounted cash flow expected to be generated and any estimated proceeds from the eventual disposition.If the long-lived assets are considered to be impaired,the impairment to be recognized is measured at the amount by which the carrying amount exceeds the fair value as determined by an appraisal,discounted cash flows analysis or other valuation technique. There were no impairment losses recognized for 2020 and 2019. The Organization holds either directly or through incorporations non-profit member interests in several affordable housing entities that own apartment developments (the "Projects").The equity method is used to account for the Organization's investments in the rental real estate projects.Under the equity method,the original investments are recorded at cost and are adjusted periodically to recognize the Organization's share of earnings or losses in the rental real estate projects'operations.Distributions received reduce the basis of the Organization's investments until the share of losses and distributions have reduced the investment to zero.Cash distributions from the rental real estate projects subsequent to the reduction to a zero investment basis represent a return of investment previously written off and are recognized as income to the Organization. Certain amounts in the prior year consolidated financial statements have been reclassified to conform to the current year presentation. Intangible assets consist of tax credit monitoring fees which are being amortized over terms of 15 and 30 years. Accumulated amortization at June 30, 2020 and 2019 was $36,711 and $32,978, respectively. Direct costs that are related to the acquisition and construction of real estate projects are capitalized and reported as real estate held for development.Indirect costs of real estate projects that can be identified with specific projects under development or construction are also capitalized and reported as real estate held for development.Under the provisions of Accounting for Costs and Initial Rental Operations of Real Estate Projects,the net carrying amount of real estate projects under development or held for sale shall not exceed its estimated net realizable value.In the event that the net carrying amount of real estate projects exceeds its estimated realizable value,a provision to reduce the net carrying amount of its estimated net realizable value shall be established.The difference between the net carrying amount of the project and the provision equals the estimated net realizable value of the real estate project.Each individual project and property is analyzed separately to determine whether its net carrying amount exceeds its estimated net realizable value. Page 11 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 1 - NATURE OF ACTIVITIES AND SIGNIFICANT ACCOUNTING POLICIES (Continued) Mortgage Issuance Costs Net Assets Accounting for Acquisitions Donated Services Advertising The Organization expenses advertising costs as they are incurred. Mortgage issuance costs,net of accumulated amortization,are reported as a contra-liability of the obligation to which such costs relate.Amortization of mortgage issuance costs is reported as a component of interest expense and is computed using the straight-line method over the life of the loan. Accounting principles generally accepted in the United States of America require that the interest method be used for amortizing mortgage issuance costs;however,the effect of using the straight-line method is not material to the financial statements for the years ended June 30, 2020 and 2019. The Organization's policy provides employees with paid time off for vacation and sick leave.Earned time off accrues after 90 days of employment at rates determined by length of service.At June 30, 2020 and 2019, the accrued liability for compensated absences is $22,155 and $22,533, respectively. Compensated Absences The Organization accounts for acquisitions of properties in accordance with Financial Accounting Standards Board,ASC Topic 805 “Business Combinations.”The Organization records the fair value of all identifiable assets acquired and liabilities assumed and any non-controlling interest relative to the acquired property.The fair value of tangible assets,such as land,building,and personal property,is determined using valuation techniques that consider comparable market transactions,discounted cash flow techniques,replacement costs,and other available information,including appraisals of the properties by a certified independent appraiser at the time of acquisition.No acquisitions occurred during the years ended June 30, 2020 and 2019. Contributed services that create or enhance non-financial assets or require specialized skills and that are provided by individuals possessing those skills will be recognized as support whenever the requirements for recognition are met. Net Assets with donor restrictions -include funds with donor-imposed restrictions which permit the donee organization to expend the assets as specified and is satisfied either by the passage of time or by actions of the Organization.Net assets with donor restrictions are reclassified to net assets without donor restrictions when the time and/or purpose requirements are met. Net Assets without donor restrictions consist of assets,public support and program revenues which are available and used for operations and programs.Contributions are considered available for unrestricted use unless specifically restricted by the donor. Page 12 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 1 - NATURE OF ACTIVITIES AND SIGNIFICANT ACCOUNTING POLICIES (Continued) Income Taxes • Blue Point Bay Housing of Morehead City, Inc. • Castle Glen Housing of Newport, Inc. • Cypress Cove Housing of Wilmington, Inc. • Eastport at the Park Housing of Beaufort, Inc. • Eastport II at the Park Housing of Beaufort, Inc. • Edenbridge Housing of Morehead City, Inc. • Elijah's Landing of Morehead City, Inc. • Emmerdale Housing of Jacksonville, Inc. • Fox Hollow Housing of Jacksonville, Inc. • Glenstal Housing of Jacksonville, Inc. • Longbourne Housing of Jacksonville, Inc. • Phoenix Park II Housing of Jacksonville, Inc. • The Covenant Senior Housing of Castle Hayne, Inc. • Wellington Grove Housing of Jacksonville, Inc. Use of Estimates The following entities are corporate subsidiaries of the Organization and are not exempt from federal and state taxes;however,the taxable income or loss and the temporary differences at each entity and in the aggregate are immaterial to the consolidated financial statements. Meadow's Gate,LLC;Compass Pointe at Meadow's Gate,LLC;Camellia Court Apartments,LLC; Phoenix Park,LLC;Troon Apartments,LLC;and Parachute Management Company,LLC;wholly owned subsidiaries are single member LLC's and are disregarded entities for tax purposes. The Organization is a not-for-profit corporation and is exempt from federal and state income taxes under Section 501(c)(3)of the Internal Revenue Code.Accordingly,no provision for income taxes is reflected in the accompanying consolidated financial statements.The Organization is not classified as a private foundation. It is the Organization's policy to evaluate all tax positions to identify any that may be considered uncertain.All identified material tax positions are assessed and measured by a more-likely-than-not threshold to determine if the tax position is uncertain and what,if any,the effect of the uncertain tax position may have on the consolidated financial statements.No material uncertain tax positions were identified for the year ended June 30, 2020 and 2019. The costs of providing various programs and other activities have been summarized on a functional basis in the consolidated statements of activities and changes in net assets.Accordingly,certain indirect costs have been allocated between the programs and supporting services benefited based on management's estimates. The preparation of consolidated financial statements in conformity with U.S.generally accepted accounting principles requires management to make estimates and assumptions that affect the reported amounts of assets and liabilities and disclosure of contingent assets and liabilities at the date of the consolidated financial statements and the reported amounts of revenue and expenses during the reporting period. Actual results could differ from those estimates. Functional Expenses Page 13 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 1 - NATURE OF ACTIVITIES AND SIGNIFICANT ACCOUNTING POLICIES (Continued) Subsequent Events NOTE 2 - LIQUIDITY AND AVAILABILITY Financial assets at year end: Cash $ 699,936 $297,078 Receivables 181,374 84,741 881,310 381,819 Less amounts not available to be used within one year: Financial assets with donor restrictions - - Financial assets with purpose restrictions:Insurance receivable for Hurricane Florence repairs 24,441 - Financial assets available to meet general expenditures over the next twelve months $ 856,869 $ 381,819 2020 2019 $95,724 $114,981 95,724 114,981 Less allowance for doubtful accounts 5,743 6,899 Less current portion, net of allowance 14,615 12,357 $75,366 $95,725 Note,due in monthly installments of $2,099 including interest at 5.80%. Final payment is due on February 15, 2025. The carrying amounts of cash,accounts payable,payroll liabilities,and lines of credit approximated fair value because of the short maturity of those instruments. The carrying amounts of receivables and long-term debt approximate their respective carrying values. The fair values of these consolidated financial instruments are based on current rates at which funds could be borrowed with similar remaining maturities. The following reflects the Organization's financial assets as of the financial position date,reduced by amounts not available for general use because of contractual or donor-imposed restrictions within one year of the statement of financial position date.The Organization keeps all excess cash in its bank and money market accounts to maintain liquidity.In addition,the Organization also maintains funds in replacement reserve and operating reserve accounts for the properties,for planned property improvements at the apartments of the consolidated entities. NOTE 3 - FAIR VALUE OF FINANCIAL INSTRUMENTS The Organization has evaluated events and transactions for potential recognition or disclosure through May 3, 2021, which is the date the consolidated financial statements were available to be issued. All Consolidated Sponsor Entity - ECCDI NOTE 4 - IRP NOTES RECEIVABLE As of June 30, 2020 and 2019, IRP notes receivable were as follows: Total financial assets Page 14 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements 2021 $ 14,615 2022 21,524 2023 22,757 2024 24,059 2025 7,026 $ 89,981 Projects 2020 2019 Covenant Senior $12,806 $- Cypress Cove - 28,643 Eastport II 13,282 - Elijah's Landing - 124,380 Other 4,540 1,000 30,628 154,023 Less current portion 26,088 28,644 $4,540 $125,379 Projects 2020 2019 Blue Point Bay $13,178 $13,178 Emmerdale 294,812 294,812 Fox Hollow 183,824 183,824 Phoenix Park II 24,288 24,288 Edenbridge 138,394 138,394 654,496 654,496 Less current portion - - $654,496 $654,496 Deferred development advances are development period advances and cost overruns which may only be repaid from sales proceeds or net cash flow,generally,after the tax credit compliance period of 15 years. Development advances consist of expenses associated with affordable housing developments currently under construction or still in the rent-up phase that were paid by the Organization on behalf of the project.Development advances that are reasonably expected to be reimbursed to the Organization within a year have been classified as current on the consolidated statements of financial position. Development advances reasonably expected to be reimbursed are: NOTE 5 - DEVELOPMENT ADVANCES NOTE 4 - IRP NOTES RECEIVABLE Scheduled maturities of the IRP notes receivable are as follows at June 30, 2020: IRP notes receivable are secured by a second position deed of trust. Page 15 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements 2020 2019 $113,031 $126,456 104,276 116,260 71,738 79,101 250,000 250,000 123,998 135,199 - 152,646 663,043 859,662 Less current portion 69,416 46,653 $593,627 $813,009 The note for Phoenix Park II,LLC of $150,000 was executed on October 5,2006 and bears interest at 2%.During the year ended June 30,2016,Phoenix Park II,LLC began making both principal and interest payments directly to the City of Jacksonville.See Note 11. The note for Phoenix Park II,LLC of $100,000 was executed on October 5,2006 and bears interest at 2%.During the year ended June 30,2016,Phoenix Park II,LLC began making both principal and interest payments directly to the City of Jacksonville.See Note 11. The note for Fox Hollow Apartments,LLC of $200,000 was executed on August 23,2007 and bears interest at 2%.During the year ended June 30,2016 Fox Hollow,LLC began making both principal and interest directly to the City of Jacksonville.See Note 11. The note for Glenstal,LLC was executed on February 25,2011,in the amount of $200,000.The note bears interest at 2%.During the year ended June 30,2016,Glenstal,LLC began making both principal and interest payments directly to the City of Jacksonville. See Note 11. The note for Emmerdale,LLC of $250,000 was executed on September 12,2007 and bears interest at 5.21%compounded annually. See Note 11. NOTE 6 - NOTES RECEIVABLE, RELATED PARTY The Organization entered into promissory note agreements with Phoenix Park II,LLC;Emmerdale, LLC;Fox Hollow Apartments,LLC;Glenstal,LLC;and Wellington Grove,LLC as a result of the Organization's CDBG loans from the City of Jacksonville,as discussed in Note 11.Notes receivable, related party at June 30, 2020 and 2019 consist of the following: The note for Wellington Grove,LLC was executed on December 21, 2011,in the amount of $202,469.The note bears interest at 2%and is payable in annual payments,beginning March 1,2013,from available cash flow.During the year ended June 30,2016, Wellington Grove,LLC began making both principal and interest payments directly to the City of Jacksonville.See Note 11.During the year ended June 30, 2020 the note was paid in full. Page 16 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements 2021 $ 69,416 2022 26,312 2023 20,667 2024 21,084 2025 141,911 Thereafter 383,653 $ 663,043 NOTE 7 - RESTRICTED CASH 2020 2019 Community Development Financial Institution $2,514 $2,514 Intermediary Relending Program 128,262 126,865 Meadow's Gate, LLC: Tenant security deposits 25,526 23,744 Tax and insurance escrows 17,783 17,788 Reserves 443,881 420,671 Compass Pointe at Meadows Gate, LLC: Tenant security deposits 3,823 2,923 Reserves 25,701 22,798 Camellia Court Apartments, LLC: Tenant security deposits 12,597 13,885 Tax and insurance escrows 512 6,372 Reserves 69,369 61,059 Phoenix Park, LLC: Tenant security deposits 23,123 24,419 Tax and insurance escrows 339 7,552 Reserves 158,719 155,279 Troon Apartments, LLC: Tenant security deposits 18,628 18,871 Tax and insurance escrows 1,681 6,945 Reserves 181,852 165,363 $1,114,310 $1,077,048 At June 30,2020 and 2019,total accrued interest on Notes Receivable,Related Party was $228,520 and $214,614,respectively.$227,565 of the accrued interest is payable from cash flow from the properties and the remaining $955 is payable from the operations of Glenstal, LLC at June 30, 2020. This account consists of monies that are restricted for specific purposes on certain programs.A summary of the restricted cash follows: Scheduled maturities of the notes receivable are as follows at June 30, 2020: NOTE 6 - NOTES RECEIVABLE, RELATED PARTY (Continued) Page 17 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 7 - RESTRICTED CASH (Continued) 2020 2019 Balance in bank $6,000 $3,418 NOTE 8 - PROPERTY AND EQUIPMENT 2020 2019 Land - ECCDI $83,209 $83,209 Office furniture and equipment - ECCDI 52,917 52,917 Building and improvements - ECCDI 346,841 346,841 Office furniture and equipment - Parachute 16,204 16,204 Land - Meadow's Gate, LLC 848,739 848,739 Property and equipment - Meadow's Gate, LLC 7,379,097 7,379,097 Land - Compass Pointe at Meadow's Gate, LLC 164,035 164,035 Property and equipment - Compass Pointe at Meadow's Gate, LLC 773,078 773,078 Land - Camellia Court Apartments, LLC 228,529 228,529 Property and equipment - Camellia Court Apartments, LLC 2,181,796 2,181,796 Land -Phoenix Park, LLC 480,000 480,000 Property and equipment - Phoenix Park, LLC 3,177,341 3,177,341 Land - Troon Apartments, LLC 663,750 663,750 Property and equipment - Troon Apartments, LLC 546,250 546,250 16,941,786 16,941,786 Less accumulated depreciation - ECCDI 156,831 143,278 Less accumulated depreciation - Parachute 4,578 1,337 Less accumulated depreciation - Meadow's Gate, LLC 2,302,388 2,068,246 Less accumulated depreciation - Compass Pointe at Meadow's Gate, LLC 115,567 90,352 Less accumulated depreciation - Camellia Court Apartments, LLC 330,852 220,334 Less accumulated depreciation - Phoenix Park, LLC 332,700 199,261 Less accumulated depreciation - Troon Apartments Limited Partnership 41,776 11,127 $13,657,094 $14,207,851 The Organization had previously established a Loan Loss and Debt Reserve with restricted cash,per the IRP contract agreements.However,the Organization is currently in the process of accelerating loan payments and exiting the program (See Note 1).The balances designated for Intermediary Relending Program restricted cash are as follows: Property and equipment as of June 30, 2020 and 2019 consists of the following: Page 18 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 9 - REAL ESTATE HELD FOR DEVELOPMENT AND SALE NOTE 10 - SUMMARIZED INVESTEE INFORMATION Cash, including restricted deposits $1,386,392 $3,723,662 Property and equipment, net of accumulated depreciation 13,330,958 37,302,432 Other 1,857,322 5,143,704 Total assets $16,574,672 $46,169,798 Mortgages payable $8,206,046 $16,080,710 Development advances\payables 20,822 1,200,413 Other liabilities 425,991 4,757,264 Total liabilities $8,652,859 $22,038,387 Partners'/Members' equity $7,921,813 $24,131,411 Revenue $2,315,767 $3,354,287 Expenses $ 824,037 $ 3,500,170 Depreciation, amortization, and interest mortgage issuance costs 539,699 1,538,371 $ 1,363,736 $ 5,038,541 Net loss $(421,177) $ (1,684,354) At June 30,2020,the Organization has contingent liabilities related to tax credit guaranty agreements of $3,560,000. Projects withGP or MM interest The Organization has less than .05%managing member/general partner interest in various real estate entities that own apartment developments (the "Projects").The Organization is the minority owner in each of the real estate entities and provides management and direction for the day to day rental operations of the projects.The operating/partnership agreements contain certain operating restrictions and describe performance goals by which the projects are measured.Although some risk is present, management does not expect any material adverse financial impact because of these restrictions. The following is a summary of financial position and results of operations of consolidated investees included in the Organization's consolidated financial statements and development projects in which the Organization holds general partnership/managing member interests at June 30, 2020: Consolidated Real estate held for development relates to the acquisition and potential for construction under the Organization's affordable housing program.At June 30,2020 and 2019,respectively,the Organization held real estate held for development in the amount of $965,000 and $1,733,333.The total value was donated to the Organization in prior years. Investees - During the year ended June 30,2020 the Organization listed land for sale that was previously included in real estate held for development.The Organization's appraised value for this land was $710,000, which is included in real estate held for sale at June 30,2020.The value of the land appraisal was $58,000 lower than the previously reported balance,resulting in a loss in market value that was recognized on the Consolidated Statements of Activities and Changes in Net Assets at June 30, 2020. Page 19 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 11 - LONG-TERM DEBT Long-term debt at June 30, 2020 and 2019 consists of the following: 2020 2019 $468,751 $495,152 516,723 543,609 153,440 165,328 17,393 29,378 38,220 45,582 92,795 106,221 125,051 136,252 CDBG note due to the City of Jacksonville,payments of $965, including interest at 2%,monthly through September 15,2025, with the balance due at maturity.The loan was passed through to Phoenix Park II,LLC and secured by its property and equipment. See Note 6. 1%note to USDA RD,due June 2039,annual interest only payments due the first 3 years,principal and interest due in remaining 27 annual equal payments,secured by portfolio of investments and assets including donated land,taken as collateral which are derived from the proceeds of the loan awards. See Note 4. 1%note to USDA RD,due June 2036,annual interest only payments due the first 3 years,principal and interest due in remaining 27 equal annual payments,secured by portfolio of investments and assets including donated land,taken as collateral which are derived from the proceeds of the loan awards. See Note 4. CDBG note due to the City of Jacksonville,monthly payments of $644,are to begin on September 15,2010 from available cash flow from operations,with balance due at maturity,September 15, 2025.The loan was passed through to Phoenix Park II,LLC and secured by its property and equipment. See Note 6. CDBG note due to the City of Jacksonville,payments of $1,265 monthly,including interest at 2%,commencing January 31,2012, with the balance due May 31,2028.The monies were passed through in the form of a loan to Emmerdale,LLC at different terms than the CDBG note and secured by its property and equipment. See Note 6. CDBG note due to the City of Jacksonville,payments of $1,287 monthly,including interest at 2%,commencing January 31, 2012 from available cash flow from operations.The balance is due February 1, 2027.The loan was passed through to Fox Hollow Apartments,LLC and secured by its property and equipment.See Note 6. CDBG note due to the City of Jacksonville,payments of $1,011.77 monthly,including interest at 2%,commencing January 31,2012 and continuing until maturity at January 31,2032.The loan was passed through to Glenstal,LLC and secured by its property and equipment. See Note 6. Page 20 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements 2020 2019 $- $150,986 87,686 113,889 - 25,000 - 25,000 150,000 150,000 NOTE 11 - LONG-TERM DEBT (Continued) Predevelopment loan payable due to CAHEC in the amount of $50,000.The loan bears interest at 2%.Interest and principal is payable on demand on or after March 10,2017,but no later than the first disbursement of equity by the fund to the Organization's current real estate development under construction.The loan is unsecured. On June 26, 2020, this loan was paid in full. Note payable due to Wells Fargo Community Investment Holdings in the amount of $150,000.The loan bears interest at a rate of 2% per annum and matures on the sixth anniversary of the disbursement date on April 21, 2023. The lender requires quarterly interest only payments through April 21,2021 and eight subsequent principal and interest payments of $18,750 until maturity. Loan payable due to First Citizens Bank in the amount of $250,000,including interest at 3%.The loan is to be paid in 59 monthly payments of $2,419.20,including principal and interest. The loan was modified on April 30,2018,increasing interest to a rate of 4.65%,with payments remaining at $2,419,and a maturity date of April 24,2023.The loan is secured by the Organization's land and office building. CDBG note due to the City of Jacksonville,payments of $1,022.55 monthly,including interest at 2%,commencing March 1,2013 from available cash flow from operations,and continuing until maturity at March 1,2033.The loan was passed through to Wellington Grove,LLC and secured by its property and equipment.On December 6,2018,the City of Jacksonville granted a deferral on this note due to the damage to the property by Hurricane Florence.The deferral was effective from January 1, 2019 through June 30,2019.Interest shall accrue during the deferral period.Double payments will be required from July 2019 through December 2019 which will bring the loan into full compliance with the payment schedule on January 1,2020.See Note 6.During the year ended June 30,2020 the note was paid in full. Predevelopment loan payable due to CAHEC in the amount of $50,000.The loan bears interest at 2%.Interest and principal is payable on demand on or after March 10,2017,but no later than the first disbursement of equity by the fund to the Organization's current real estate development under construction.The loan is unsecured. On June 26, 2020, this loan was paid in full. Page 21 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 11- LONG-TERM DEBT (Continued) 2020 2019 $440,899 $447,065 130,621 139,695 60,900 - Note payable due to North State Bank in the amount of $487,500. Beginning May 9,2015 and continuing through April 9,2016 there will be twelve interest only monthly payments at a rate of 5%. Followed by eleven payments of principal and interest in the amount of $5,171 and a final payment of all remaining principal and interest due at the maturity date of April 9,2017.A modification was made to the loan agreement to extend the maturity date of the loan to July 9,2018.On July 9,2018 the note was modified to extend the note to a maturity date of January 9, 2020 with an interest rate of 5.5%.The terms were modified to monthly installments of interest only with the entire principal balance due at maturity.On January 9,2020,the note was modified to extend the maturity date to April 9,2020.An additional modification was signed on April 9,2020 to extend the maturity date to July 9,2020.The note is secured by a deed of trust in 5.51 acres of land held for development in Jacksonville, North Carolina.Subsequent to year end,the note was paid in full with the proceeds of a new note payable to North State Bank.See Note 19 for disclosure of new note payable. Loan under the Paycheck Protection Program of Section 7(a)of the Small Business Act.The loan is to be used for payroll costs and payments on mortgage interest,rent,utilities and interest on other debt organizations.(At least 75%of this amount will be used for payroll costs).Loan forgiveness is conditioned upon the Organization providing to the lender documentation of its payroll costs,covered mortgage interest,covered rent,and covered utilities.Initial interest rate is 1%per year.If any amount of the loan is not forgiven,the Organization must begin paying principal and interest November 23,2020.All remaining principal and accrued interest is due and payable April 23, 2022. Note payable entered into on April 30,2018 with First Citizens to convert their existing line of credit (see Note 12)into a closed loan and promise to pay.The loan is payable in monthly payments of $1,137,including 4.65%interest,with the entire balance due on April 24,2023.The note payable is secured by ECCDI's office building. Page 22 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 11- LONG-TERM DEBT (Continued) 2020 2019 $1,575,000 $174,200 395,300 437,053 158,400 - Loan payable due to NCHFA in the amount of $800,000 under the Rental Production Program,including interest at 2%.Principal payments,which vary annually,are due monthly over the term of the loan.All outstanding principal and accrued interest,if any, shall be due and payable in full,if not paid sooner,on the first day of June 2031.The loan is secured by the property and equipment of Meadow's Gate,LLC.On March 26,2020,the NCHFA offered a deferment to their multifamily borrowers to provide assistance during the coronavirus pandemic.The deferment is a three-month period beginning on May 1,2020 and ending on July 1,2020 with normal payments resuming on August 1,2020.No interest will accrue during the deferment and the principal payments will become due and payable in the form of a balloon payment at the maturity of the loan.The Company has chosen to defer the NCHFA loan for the three-month period. Loan under the Paycheck Protection Program of Section 7(a)of the Small Business Act for Parachute Management Company,LLC. The loan is to be used for payroll costs and payments on mortgage interest,rent,utilities and interest on other debt organizations.(At least 75%of this amount will be used for payroll costs).Loan forgiveness is conditioned upon the Organization providing to the lender documentation of its payroll costs,covered mortgage interest,covered rent,and covered utilities.Initial interest rate is 1%per year.If any amount of the loan is not forgiven,the Parachute must begin paying principal and interest November 23, 2020.All remaining principal and accrued interest is due and payable April 23, 2022. Loan payable in the amount of $1,575,000 to advance funds for development of Elijah's Landing,LLC.The loan bears interest at 6.5%and was due on January 1,2019 unless extended.Interest shall be capitalized and shall be collected from loan proceeds upon each disbursement of the loan.As of June 30,2019 disbursements from the loan totaling $174,200 have been made.On January 23, 2019 the first amendment to the loan agreement was signed which extended the due date to January 2,2020.On January 28,2020 the second amended and restated promissory note was signed which extended the maturity date to January 2,2021.Subsequent to year end,on January 27,2021 the third amended and restated promissory note was signed which extended the maturity date to July 2,2021.The loan payable is secured by the first deed of trust on Elijah's Landing, LLC. Page 23 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 11- LONG-TERM DEBT (Continued) 2020 2019 $141,895 $149,354 735,838 750,485 1,429,639 1,429,639 Mortgage payable to Centrant Community Capital,Inc.,original amount of $848,059,to be paid over thirty years including interest. The interest rate over the initial 18 years of the loan was set at closing on April 27,2011 at 6.5%.The interest rate for the remaining 12 years will be set at the beginning of year 19 at 2.5% over the monthly average,10-year or treasury constant maturity,or a reasonably comparable index and margin.The interest rate shall at no time exceed 10.5%per annum and shall at no time be less than 6.5%per annum.On May 29,2020,the Company signed a First Amendment to the Promissory Note with Centrant Community Capital,Inc.to defer the monthly payments for a three- month period beginning on June 1 2020 and ending on August 1, 2020 with normal monthly payments resuming on September 1, 2020.This deferral is to provide assistance consistent with the Coronavirus Aid,Relief,and Economic Security ("CARES")Act for entities affected by the coronavirus pandemic.The aggregate amount of the interest accrued but deferred shall be due on the maturity date.The mortgage is secured by the property and equipment of Meadow's Gate, LLC. Loan payable in the amount of $150,000 due to North State Bank for Parachute Management Company,LLC and guaranteed by East Carolina Community Development,Inc.Payable in 12 monthly payments of interest only with a final payment of all remaining principal and interest on January 15,2020.Interest rate is variable based on Prime (5.25%).This loan is secured by a certificate of deposit of Meadow's Gate,LLC.Subsequent to year end,on August 14,2019 the loan agreement was modified.The modification changed the maturity date to October 15,2019. Additionally,the modification released the Meadow's Gate certificate of deposit as collateral and added a deed of trust for Camellia Court Apartments,LLC.On October 15,2019 the loan agreement was modified again.This modification changed the maturity date to February 15,2020.On May 15,2020,the loan was again modified to extend the maturity date to October 15, 2020.Subsequent to year end,the note was paid in full with the proceeds of a new note payable to North State Bank for the Organization. See Note 19 for disclosure of new note. State tax credit loan to NCHFA of $1,429,639.The loan is non- interest bearing and carries a 30-year term,at which time the outstanding balance will be due as a single lump sum payment on November 1,2039.The loan is secured by the property and equipment of Meadow's Gate, LLC. Page 24 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 11- LONG-TERM DEBT (Continued) 2020 2019 $252,754 $269,687 655,250 655,250 222,050 226,107 682,435 708,810 Loan payable due to NCHFA,original amount of $980,000.The terms of the loan provide for 240 monthly installments of principal with varying payments (currently -$2,641).Interest on this loan is zero percent.This second mortgage matures on May 1,2019. However,subsequent to year end,NCHFA granted an extension through 2025 with the current payment terms.Additionally,on March 26,2020,the NCHFA offered a deferment to their multifamily borrowers to provide assistance during the coronavirus pandemic.The deferment is a three-month period beginning on May 1,2020 and ending on July 1,2020 with normal payments resuming on August 1,2020.No interest will accrue during the deferment and the principal payments will become due and payable in the form of a balloon payment at the maturity of the loan.The Company has chosen to defer the NCHFA loan for the three-month period.The loan is secured by a second deed of trust on Camellia Court Apartments, LLC's real and personal property. On June 29,2018,Camellia Court Apartments,LLC entered into a mortgage payable with North State Bank in the original amount of $230,000 in order to payoff the existing mortgage payable with Wells Fargo.The terms of the loan provide for 83 monthly payments of $1,340 including principal and interest at 5.0%.The loan has a final maturity date of July 5,2025,at which date all principal and accrued interest shall be due in full.The loan is secured by a first deed of trust on the Camellia Court Apartments Limited Partnership's real and personal property and by assignment of leases and rents. Mortgage payable to BB&T,converted from a construction loan to permanent financing,in the amount of $280,760,to be paid over twenty years including interest.The payments will be made in equal monthly payments of $2,010,including interest at a rate of 5.89%until paid in full.The maturity date of the mortgage is December 27,2026.The loan is secured by the property and equipment of Compass Pointe at Meadow's Gate, LLC. Loan payable due to NCHFA in the amount of $655,250 under the Supportive Housing Development Program.The loan is non- interest bearing and is repayable in one lump-sum on January 1, 2037.The loan is collateralized by a second lien on the Organization's property.The loan is secured by the property and equipment of Compass Pointe at Meadow's Gate, LLC. Page 25 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 11- LONG-TERM DEBT (Continued) 2020 2019 $1,261,564 $1,292,814 727,831 727,831 10,520,435 8,666,556 Less current maturities 876,693 969,255 9,643,742 7,697,301 Less current mortgage issuance costs, unamortized 31,910 33,915 $ 9,611,832 $ 7,663,386 Mortgage issuance costs are being amortized to Interest -mortgage issuance costs over the life of Meadow's Gate,LLC's and Camellia Court Apartments,LLC loans.At June 30,2019 and 2018, accumulated amortization of mortgage issuance costs were $15,406 and $13,381, respectively. Mortgage payable due to NCHFA,subject to a first lien on Troon Apartments,LLC's property and equipment and an assignment of all rents,profits and income.The note was made under the National Affordable Housing Act and the requirements contained in Internal Revenue Code ("IRC")Section 42.The note is non- interest bearing and is to be repaid in monthly principal payments that vary over the term of the mortgage,with a final payment of $727,831 due at maturity in September 2021.Troon Apartments, LLC must remain in compliance with the terms of the note agreement,NCHFA requirements,and the regulations in IRC Section 42. Mortgage payable,dated February 2,2003,due to NCHFA,under the requirements of the National Affordable Housing Act and the requirements in Section 42,and is non-interest bearing.The terms of the note provide for 240 monthly installments of principal only payments of $4,208 for years 1 through 3;$4,125 for years 4 through 6;$4,000 for years 7 through 9;$3,825 for years 10 through 12;$3,525 for years 13 through 15;$3,125 for years 16 through 18 and $2,792 for years 19 through 20.The mortgage matures on March 1,2023 with a final balloon payment due of $1,196,356.On March 26,2020,the NCHFA offered a deferment to their multifamily borrowers to provide assistance during the coronavirus pandemic.The deferment is a three-month period beginning on May 1,2020 and ending on July 1,2020 with normal payments resuming on August 1,2020.No interest will accrue during the deferment and the principal payments will become due and payable in the form of a balloon payment at the maturity of the loan.The Company has chosen to defer the NCHFA loan for the three-month period.The mortgage is secured by Phoenix Park, LLC's property and equipment and an assignment of all rents, profits and income. Page 26 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 11- LONG-TERM DEBT (Continued) Future maturities of long-term debt as of June 30, 2020 are as follows: 2021 $876,693 2022 2,886,682 2023 1,618,956 2024 222,434 2025 753,023 Thereafter 4,162,647 $10,520,435 2020 2019 $67,219 $67,500 42,279 42,781 $114,000 revolving line of credit,3.75%interest,maturing June 24,2016.On this date,the Organization entered into a note modification agreement,reducing the available balance to $94,000, with the balance in excess of the available balance was paid by the Organization subsequent to June 30,2016.The interest rate remained at 3.75%and the maturity date was extended to July 2, 2017.The agreement was modified again on July 5,2017,to extend the due date until January 5,2018.The line is secured by a savings account.On July 5,2018,a modification agreement was entered into on the line of credit to modify with a balance of $67,500.The interest rate was modified to a variable interest rate at prime (5%at June 30,2020)with a minimum of 5%and a maximum of 18%.The line of credit will be payable in one single payment on July 11,2019.On July 8,2019,the note was modified to extend the maturity date to July 11,2020.On June 30,2020,the note was again modified to extend the maturity date to July 11, 2021.Additionally,the modification updated the floor of the interest rate to 4%. The Organization has the following lines of credit at June 30, 2020 and 2019: NOTE 12 - LINES OF CREDIT $50,000 line of credit due on November 13,2018.Interest rate at prime plus 1%with a floor of 4.25%and a ceiling of 18%.On November 7,2018,a modification agreement was entered into on the line of credit to modify with a balance of $42,781 and a new maturity date of November 13,2019.The line of credit is secured by a bank account held by the Organization.Subsequent to year end,on November 7,2019 the note was modified to a variable interest rate of prime with a 4%floor and an 18%ceiling (4%at June 30,2020).The modification will make the line of credit payable in one single payment,exclusive of interest on November 13,2020.Subsequent to year end,on October 26,2020,this note was again modified to extend the maturity date to November 13, 2021. Page 27 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 12 - LINES OF CREDIT (Continued) 2020 2019 $194,417 $199,083 68,836 69,669 99,699 100,000 44,771 45,000 $100,000 note payable due on April 30,2020.Variable interest rate based on prime plus 0.5%,with a 4.0%floor and a ceiling of 18%(4.25%at June 30,2020).Monthly interest payments of accrued interest beginning June 3,2019 with one payment of principal and any accrued unpaid interest due at maturity.The note is secured by an assignment of a savings account in the name of Meadow's Gate,LLC.On April 1,2020,the note was modified to change the interest rate to prime plus 1%.In addition,the maturity date was extended to April 30, 2021. $70,000 note payable due on April 1,2020.Variable interest rate based on Prime with a floor of 4.0%and a ceiling of 18%(4.25% at June 30,2020).Monthly interest payments of accrued interest beginning May 1,2019 with one payment of principal and any accrued unpaid interest due at maturity.The note is unsecured. On March 12,2020,the note was modified to change the interest rate to a fixed rate of 4.25%. In addition, through this modification the maturity date was extended to April 1, 2021. $45,000 note payable due on August 30,2019.Variable interest rate based on prime plus 0.50%,with a 4.0%floor and a ceiling of 18%(4%at June 30,2020).Monthly interest payments of accrued interest beginning May 31,2019,with one payment of principal and any accrued unpaid interest due at maturity.The note is secured by an assignment of a savings account in the name of Meadow's Gate,LLC.On August 26,2019,the note was modified to extend the maturity date to August 30, 2020. Subsequent to year end,on June 30,2020,the note was modified to a variable interest rate of prime with a floor of 4%and a ceiling of 18%and an extension of the due date until August 30, 2021. $200,000 4-month note payable due on April 15,2019.Variable interest rate at prime that may change monthly.The note was modified on April 15,2019 to extend the due date until July 15, 2019.The note is secured by an assignment of multiple certificates of deposit in the name of Meadow's Gate,LLC,East Carolina Community Development,Inc.,and Phoenix Park II, LLC.On July 15,2019,the note was modified to extend the maturity date to October 15,2019 and adjust the interest rate to 5.25%.The modification also included a Deed of Trust on Camellia Court Apartments.Another modification was entered into on May 15,2020,that modified the interest rate to 3.25% based on prime (3.25%at June 30,2020)and extended the maturity date to October 15,2020.Subsequent to year end,the note was paid in full with the proceeds of a new note payable to North State Bank. See Note 19 for disclosure of new note. Page 28 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 12 - LINES OF CREDIT (Continued) 2020 2019 $24,500 $- 38,000 - $579,721 $524,033 Affordable Housing: Community Development Financial Inst.$3,999 $3,999 3,999 3,999 Section 1602 Exchange Program - Meadow's Gate 5,546,242 5,546,242 $5,550,241 $5,550,241 $38,000 note payable due on September 4,2020.Interest is calculated at prime with a 4%floor and 18%ceiling.Subsequent to year end,on October 26,2020 the Organization entered into a new loan with First Citizens in the amount of $38,000.Proceeds were used to payoff the short term note payable.The new loan bears interest at a variable rate of Prime with a floor of 4%and ceiling of $18%(4%at June 30,2020).Monthly interest only payments are due with a balloon payment of all principal and accrued interest at November 3,2021.The loan is secured with a savings account in the name of Fox Hollow Apartments, LLC. NOTE 13 - NET ASSETS WITH DONOR RESTRICTIONS As discussed in Note 5,the Organization has advances due from projects in which the Organization has the managing member interest. As discussed in Note 6,the Organization has notes receivable due from projects in which the Organization has the managing member interest. NOTE 14 - RELATED PARTY TRANSACTIONS 2020 Net assets with donor restrictions for the years ended June 30,2020 and 2019 are available for the following purposes: 2019 The Organization entered into agreements to provide development services to its various real estate entities,in which it serves as managing member/general partner (discussed in Note 10).The Organization,under development service agreements,oversees the construction of the projects, provides development expertise,and funding of pre-development costs.Development fees are capitalized and included in eligible basis on the books of the real estate entities,per NCHFA and LIHTC development cost guidelines. $25,000 note payable due on March 3,2020.Interest is paid monthly at a rate of 4.75%until December 4,2019,after which interest will switch to a variable rate based on prime.The note was modified on March 3,2020 to extend the due date to June 3, 2020.Subsequent to year end,on July 31,2020 this note was paid in full. Page 29 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements Project Development Fees to East Carolina Community Development, Inc. 2020 2019 Cypress Cove of Wilmington, LLC $514,312 $291,260 Total Project Development Fees $514,312 $291,260 Excess Cash Flow / Incentive Management Fees to East Carolina Community Development, Inc. 2020 2019 Blue Point Bay $693 $- Castle Glen 24,371 3,581 Eastport 13,000 - Edenbridge 10,000 - Emmerdale 25,000 20,000 Fox Hollow 17,408 10,000 Glenstal 9,715 10,000 Longbourne 21,987 23,560 Phoenix Park II - 10,000 Troon - 5,428 Wellington Grove - 7,033 Total Excess Cash Flows / Incentive Management Fees $122,174 $89,602 The Organization earns excess cash flow and incentive management fees based on the operating/partnership agreements of its various real estate entities,in which it serves as managing member/general partner (discussed in Note 10). NOTE 14 - RELATED PARTY TRANSACTIONS (Continued) The Organization has previously entered into Service Agreements with Community Management Corporation and Drucker and Falk,LLC,as the former managing agents of real estate entities in which the Organization has general partner or managing member interests.Service agreements were also entered into with Parachute Management Company,LLC upon transfer of management to Parachute Management Company,LLC on April 1,2019,for properties previously managed by Drucker and Falk and on March 1,2019,for properties managed by Community Management Corporation.The Service Agreements compensate the Organization for performing certain functions related to the property management services as owners under the terms of the respective partnership and management agreements. Page 30 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements Service fees to East Carolina Community Development, Inc.: 2020 2019 Blue Point Bay $6,582 $6,582 Castle Glen 3,291 3,291 Cypress Cove 35,520 5,920 Eastport 4,936 4,936 Edenbridge 4,113 4,114 Elm Green - 2,303 Emmerdale 4,731 4,731 Fox Hollow 4,525 4,525 Glenstal 9,838 9,936 Longbourne 4,525 4,525 Phoenix Park II 8,525 8,521 Troon - 1,810 Wellington Grove 9,050 9,050 Total Service fees $95,636 $70,244 Balances due to East Carolina Community Development, Inc. from related entities: 2020 2019 Cypress Cove $8,311 $6,124 Glenstal 3,080 4,589 Edenbridge - 1,714 Phoenix Park II 4,692 1,140 Wellington Grove 754 - $16,837 $13,567 Balances due from East Carolina Community Development, Inc. to related entities: Blue Point Bay $24,176 $3,097 Castle Glen 1,733 1,365 Eastport 2,990 3,231 Edenbridge 1,113 1,930 Emmerdale 6,545 2,417 Fox Hollow 3,267 2,078 Longbourne 2,160 1,854 Wellington Grove 290 2,243 $42,274 $18,215 Certain expenses were paid by East Carolina Community Development and are to be reimbursed by the properties.These balances are included in due from related parties.Additionally,the previous management companies of the properties issued some checks to East Carolina Community Development that were reimbursements for the properties.These balances are included in due to related parties.Balances due to and due from related entities for East Carolina Community Development are detailed below. NOTE 14 - RELATED PARTY TRANSACTIONS (Continued) Page 31 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements Management Fees earned by Parachute Management Company, LLC: 2020 2019 Blue Point Bay $35,365 $11,609 Castle Glen 13,254 4,414 Cypress Cove 45,926 7,240 Eastport 19,564 6,712 Edenbridge 18,476 3,732 Emmerdale 19,528 6,669 Fox Hollow 18,933 6,671 Glenstal 14,010 3,494 Longbourne 18,728 6,395 Phoenix Park II 12,628 3,219 Wellington Grove 54,976 5,033 $271,388 $65,188 Frontline income earned by Parachute Management Company, LLC: Blue Point Bay $14,057 $2,867 Castle Glen 7,028 1,434 Cypress Cove 43,920 4,116 Eastport at the Park 10,543 2,150 Edenbridge 8,786 1,235 Emmerdale 10,103 2,061 Fox Hollow 9,664 1,971 Glenstal 12,300 1,729 Longbourne 9,664 1,971 Phoenix Park II 10,543 1,482 Wellington Grove 7,642 3,942 $144,250 $24,958 During the year ended June 30,2019,Parachute Management Company,LLC,a consolidated entity, began managing the properties that East Carolina Community Development,Inc.has managing member or general partner interests in.This transfer of management occurred on April 1,2019,for properties previously managed by Drucker and Falk and on March 1,2019,for properties managed by Community Management Corporation. Related party transactions related to the management of the related entities are detailed below: NOTE 14 - RELATED PARTY TRANSACTIONS (Continued) Page 32 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements Payroll reimbursements received by Parachute Management Company, LLC: 2020 2019 Blue Point Bay $63,888 $25,133 Castle Glen 38,644 13,708 Cypress Cove 169,437 13,964 Eastport 41,615 12,210 Edenbridge 43,443 6,971 Emmerdale 51,156 15,894 Fox Hollow 39,957 15,489 Glenstal 32,577 3,428 Longbourne 35,967 13,072 Phoenix Park II 51,552 4,463 Wellington Grove 24,851 7,821 $593,087 $132,153 Balances due to Parachute Management Company, LLC from related entities: Blue Point Bay $4,500 $7,420 Castle Glen 2,858 1,140 Cypress Cove 32,884 15,911 Eastport 5,568 1,397 Emmerdale 4,106 15,335 Edenbridge 9,529 3,346 Phoenix Park II 40,463 18,437 Glenstal 1,776 5,908 Longbourne 1,912 990 Wellington Grove 16,896 - Fox Hollow 3,113 - Elijah's Landing 27,611 - Due from all properties 3,429 - $154,645 $69,884 Balances due from Parachute Management Company, LLC to related entities: Fox Hollow $- $35,622 Wellington Grove - 2,054 $- $37,676 NOTE 14 - RELATED PARTY TRANSACTIONS (Continued) Troon Apartments,LLC,a consolidated entity,has balances due of $297 to an entity related through common ownership for employee wages that were paid by the entity but should have been allocated across all properties. Phoenix Park,LLC,a consolidated entity,has balances due of $4,011 from an entity related through common ownership.These balances are related to a paving contract and temporary help at the entities. Additionally,Phoenix Park,LLC,has balances due of $324 to an entity related through common ownership for employee wages that were paid by the entity but should have been allocated across all properties. Page 33 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 14 - RELATED PARTY TRANSACTIONS (Continued) Properties wholly owned by ECCDI: Camellia Court Apartments, LLC - $64,871 Troon Apartments, LLC - $81,305 Phoenix Park, LLC - $1,893 Wellington Grove, LLC - $635,003 Eastport at the Park, LLC - $16,540 Emmerdale, LLC - $10,028 Edenbridge, LLC - $204,781 Blue Point Bay, LLC - $95,961 NOTE 15 - SECTION 1602 EXCHANGE PROGRAM The United States Department of Treasury (the "US Treasury")awarded NCHFA financial assistance pursuant to Section 1602 of the American Recovery and Reinvestment Act of 2009 for the construction or acquisition and rehabilitation of rental housing for low-income families and individuals.The NCHFA then entered into a tax credit exchange program agreement with the Organization's wholly owned subsidiary,Meadow's Gate,LLC in the amount of $5,546,242 for construction of an 80-unit residential housing project,Meadow's Gate,in Jacksonville,North Carolina.Since the agreement is non-interest bearing,with no provision for repayment to NCHFA,it was recorded as a capital transaction. The program terms require a 15-year affordable housing compliance term under IRS Section 42, starting the first full year after completion and is subject to a deed of trust on the land and buildings. The agreement also includes an extended use agreement to maintain the Project as affordable housing under IRS Section 42 guidelines for 30 years. Properties ECCDI has managing member interest in and the fee has been approved by the investor member: Properties ECCDI has managing member interest in and the fee is awaiting approval by the investor member: Camellia Court Apartments,LLC,a consolidated entity,has balances due of $102 from an entity related through common ownership. These balances are related to maintenance supplies paid by the entity. Meadow's Gate,LLC,a consolidated entity,has balances due of $4,768 from an entity related through common ownership.These balances are related to payroll expenses for an employee shared by the entities.Additionally,Meadow's Gate,LLC,has balances due of $510 to an entity related through common ownership for employee wages that were paid by the entity but should have been allocated across all properties. Compass Pointe at Meadows Gate,LLC,a consolidated entity,has balances due of $2,201 to an entity related through common ownership.These balances are related to maintenance supplies paid by the entity. Subsequent to year end,as of December 31,2020,Parachute Management Company,LLC earned casualty loss supervisory fees totaling $1,110,382 related to the rehabilitation of the properties that experienced damage due to Hurricane Florence in September 2018. The fees are as follows: Page 34 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 15 - SECTION 1602 EXCHANGE PROGRAM (Continued) TotalDateProjectMortgagorCommitment ECCDI 12/31/2016 Blue Point Bay FHLB **1,450,000$ 145,000$ ** 90% of Loan Balance guaranteed by USDA RD NOTE 17 - CONCENTRATIONS, COMMITMENTS AND CONTINGENCIES The agreement will be subject to recapture by the US Treasury if the Project does not maintain its qualified low-income status as defined under IRS Section 42 during the 15-year compliance period. Any amount that is subject to recapture during the 15-year compliance period becomes a debt owed to the US Treasury as of the recapture event date. The Organization has entered into a Guaranty Agreement with Churchill Mortgage Construction related to the bridge loan for Elijah's Landing of Morehead City,LLC in an amount up to $1,575,000.(See Note 11) The Organization has entered into a lease agreement with The Lamar Companies ("Lamar")in which the Organization is the lessor.The agreement stipulates that the lease is for as much of the lease premises on the Organization's land in Kinston as necessary for the operation,maintenance and repair of an existing outdoor sign,including necessary structures,advertising devices,utility services,power poles,communications devices and connections,with the right of access.The lease term is for ten years beginning June 1,2019.The Organization will earn an annual rent of $2,400 or 20%or the revenue that Lamar earns on the sign, whichever is greater. Most of the Organization's business activity is with customers located in the Organization's market area of Eastern North Carolina.The economic health of the Organization is directly related to that of its market area. The Organization maintains its cash in financial institutions insured by the Federal Deposit Insurance Corporation ("FDIC").The Organization from time to time may have amounts on deposit in excess of the insured limits.At June 30,2020,Meadow's Gate,LLC,a consolidated entity,had deposit account balances in excess of FDIC limits of $14,804. NOTE 16 - COMMITMENTS AND CONTINGENT LIABILITIES Portions of the loan from the Federal Home Loan Bank ("FHLB")to the project,are contingent liabilities to the Organization.The entity must remain in compliance with the terms of the promissory note and AHP regulations,which require providing affordable housing,as defined in the agreements, for 15 years. Page 35 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 17 - CONCENTRATIONS, COMMITMENTS AND CONTINGENCIES (Continued) The Organization,along with two of its wholly owned entities,Camellia Court Apartments,LLC and Troon Apartments,LLC are party to litigation in the ordinary course of business.The litigation arises due to claims from Belfor USA Group,Inc.("Belfor")of amounts owed with respect to the remediation and reconstruction work performed by Belfor following Hurricane Florence at Camellia Court,Troon, and other entities in which ECCDI has ownership interests.The entities named by Belfor in the suit do not contest the amounts owed to Belfor under the contracts,but rather dispute the amount of interest purported to be owed.Belfor has claimed a principal amount of approximately $451,000 owed to it, together with interest at the rate of 1.5%per month.Additionally,the entities named in the lawsuit, along with Phoenix Park,LLC,have filed counterclaims well in excess of the amounts claimed to be owed to Belfor.The counterclaims pertain to Belfor's failure to properly install the roofs at all of the defendant entities,which negates the warranty that is usually provided by the shingle manufacturer. Further,some of the entities have already experienced roof leakage.No provision has been made in these consolidated financial statements for a loss contingency because it cannot be reasonably estimated due to the properties being in the process of evaluating the cost to repair the roofs and damages. Therefore, it is not possible to estimate the counterclaims at this point. On March 11,2020,the World Health Organization characterized an outbreak of a novel strain of coronavirus (COVID-19)as a pandemic,which has caused significant economic disruptions to businesses throughout the world.The extent of the impact of COVID-19 on our financial performance will depend on certain developments,including the duration and spread of the outbreak,and the impact to the residents and employees,all of which are uncertain and cannot be predicted.At this point,the extent of which COVID-19 may impact our financial condition is uncertain.During the year ended June 30,2020,the Organization received an Economic Injury Disaster Grant in the amount of $3,000 to offset some of the operating costs imposed by the pandemic.In addition,the Organization has received loans under the Paycheck Protection Program, as detailed in Note 11. Page 36 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 18 - GOING CONCERN CONSIDERATIONS NOTE 19 - SUBSEQUENT EVENTS As previously disclosed in Note 11,one of the notes payable,for Troon Apartments,LLC,is due to the NCHFA on in September 2021 with a balloon payment totaling $727,831.Neither Troon Apartments, LLC nor East Carolina Community Development,Inc.currently has the cash available to pay the mortgage in full.Management plans to refinance the mortgage with the Federal Home Loan Bank ("FHLBank")or the United States Department of Agriculture Rural Development 538 Loan Program in January 2021.Management has successfully refinanced projects with similar financial profiles in the past.Additionally,NCHFA also noted that if the Company is unable to refinance the mortgage,they will consider other options available before the balloon comes due.Management has determined that the NCHFA will work with the property,either through the refinance process or finding additional options available for the loan;therefore,the substantial doubt about the entity’s ability to continue as a going concern is alleviated. As previously disclosed in Note 11 and Note 12,and shown subsequently in the Schedule of East Carolina Community Development's Assets,Liabilities,and Net Assets;at June 30,2020,East Carolina Community Development,Inc.has a total of $2,862,200 in notes payable and lines of credit.Of this balance,current maturities of this debt make up $1,112,434.East Carolina Community Development, Inc.has $297,078 in operating cash available at June 30,2020 to service this debt.The Organization has listed for sale land in Jacksonville,North Carolina appraised at $710,000.Additionally,subsequent to year end,on August 20,2020,the North Carolina Housing Finance Agency listed the 2020 Housing Credit Awards.Three of East Carolina Community Development,Inc's final applications were awarded housing credits,Eastport II at the Park,The Covenant Senior Housing and Elijah's Landing. Projected developer fees from these projects payable to East Carolina Community Development,Inc. total $3,566,000,of which $833,078 is anticipated to be deferred,leaving $2,732,922 to be paid to East Carolina Community Development,Inc.in the next two years.In addition,the Eastport II at the Park project anticipates acquiring the land for the project from East Carolina Community Development,Inc. for $370,000 in 2021.This land is currently encumbered by the note payables due to USDA. Management intends to offer a collateral swap to USDA and if approved,would receive these funds.If the collateral swap is not approved,the proceeds of the sale would be used to pay down the USDA mortgage payables,of which $53,821 are current maturities.Also,subsequent to year end,on November 20,2020,the Organization entered into a new loan agreement with North State Bank.The proceeds of this loan were used to pay of $635,316 in debt included in current maturities and extends the due date of this debt to 2025.Management has determined that the sale of the Jacksonville and Eastport II land,the additional revenue streams from the developer fees and the restructuring of the North State Bank loans will enable the Organization to service its debt,therefore,the substantial doubt about the entity’s ability to continue as a going concern is alleviated. Subsequent to year end,on November 20,2020,the Organization signed a new loan agreement with North State Bank.The loan agreement was in the amount of $778,000 and combined the balances East Carolina Community Development,Inc.and Parachute Management Company,LLC owed to North State Bank into one note.The note bears interest at 3.5%with monthly payments of $7,675.A single balloon payment of the entire unpaid balance of principal and interest are due on November 20,2025. This loan is secured by a Deed of Trust and assignment of leases and rents on Phoenix Park, LLC. Page 37 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 19 - SUBSEQUENT EVENTS (Continued) NOTE 20 - INSURANCE CLAIMS Insurance claim related to Camellia Court Apartments, LLC, a consolidated entity: On September 14,2018,Camellia Court Apartments,LLC,a consolidated entity experienced damage to 25 units due to Hurricane Florence.At that time,Carteret County,the location of Camellia Court Apartments, was declared a natural disaster area by the President. Subsequent to year end,on November 22,2020,the Organization entered into a note payable with East Point Homes,LLC in the amount of $139,376.The note is non-interest bearing.$59,359 is due on or before the earlier of June 30,2021 or the date on which the construction loan for the project developed by Eastport II at the Park,LLC is funded.The balance of $80,017 is due on or before the earlier of June 30,2021 or the date on which the construction loan for the project developed by The Covenant Senior Housing, LLC is funded. Subsequent to year end,on October 7,2020,the Organization entered into a note payable with East Point Homes,LLC in the amount of $218,000.The note is non-interest bearing.The principal is due on or before the earlier of (i)the date on which the construction loan and equity for the project developed by Eastport II at the Park,LLC are funded (ii)the date on which the construction loan and equity for the project developed by The Covenant Senior Housing,LLC are funded (iii)the date on which the construction loan and equity for the project developed by Elijah’s Landing of Morehead City, LLC are funded and (iv) October 8, 2021. Subsequent to year end,on August 28,2020,the Organization entered into a note payable with First Citizens in the amount of $280,000.The loan is payable in monthly payments of interest beginning October 2,2020 at a variable interest rate at prime +1%,with a floor of 4%and ceiling of 18%.A balloon payment plus any unpaid interest is due on May 2,2021.This loan was secured by a bank account in the name of Wellington Grove, LLC. Subsequent to year end,on December 31,2020,the Organization entered into a note payable with First Citizens in the amount of $100,000.The loan is payable in monthly payments of interest beginning February 4,2021 at a variable interest rate at prime +1%,with a floor of 4%and ceiling of 18%.A balloon payment plus any unpaid interest is due on May 2,2021.This loan was secured by a savings account in the name of Phoenix Park II, LLC. As a result of COVID-19,the Paycheck Protection Program was established by the Coronavirus Aid, Relief,and Economic Security Act ("CARES Act").The Organization entered into a Promissory Note in the amount of $58,114 with North State Bank as a Second Draw under the Paycheck Protection Program on March 3,2021.In the event that any amount of the note is not forgiven,the Organization must begin paying principal and interest,at a rate of 1%,ten months from the date of the note.All remaining principal and accrued interest is due and payable sixty months from the date of the Note. Loan forgiveness will be provided by the Small Business Administration for the sum of documented payroll costs,covered mortgage interest payments,covered rent payments,and covered utilities,and not more than 40%of the forgivable amount may be for non-payroll costs as defined in the Paycheck Protection Program Flexibility Act passed into law on June 5,2020.Additionally,adequate documentation must be provided to establish that the Organization experienced a revenue reduction of 25% or greater in 2020 relative to 2019. Page 38 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 20 - INSURANCE CLAIMS (Continued) Accounts receivable, operations $22,036 $254,513 Accounts payable 60,010 324,303 Insurance claim related to Troon Apartments, LLC, a consolidated entity: Accounts receivable, operations $2,405 $272,883 Accounts payable, construction 109,203 631,758 On January 7,2019,the Company entered into a construction contract totaling $340,556 for the restoration of the apartments which was increased to $402,932 due to the change orders incurred during rehabilitation.During the period January 1,2019 through June 30,2019,the Company recognized an associated disposal of the hurricane-damaged building of $42,701 related to the change orders. Additionally,during the period January 1,2019 through June 30,2019,rehabilitation costs of $402,932 were capitalized as part of the building related to the restoration of the apartments. 2020 2019 Accounts receivable,insurance proceeds,as noted above,represents the insurance proceeds received for the years ended June 30, 2020 and 2019. On January 7,2019,the Company entered into a construction contract totaling $309,928 for the restoration of the apartments,which was increased to $358,554 due to change orders and additional costs incurred during rehabilitation.During the year ended June 30,2019,the Company recognized an associated disposal of the hurricane-damaged building of $228,298.Additionally,during the year ended June 30,2019,rehabilitation costs of $358,554 were capitalized as part of the building related to the restoration of the apartments. At June 30,2020 and 2019,accounts payable,rehabilitation,as noted above,is related to the remaining balance owed to the Contractor for rehabilitation and mitigation costs. On September 14,2018,Troon Apartments,LLC experienced damage to 32 units due to Hurricane Florence.At that time,Carteret County,the location of Troon Apartments,was declared a natural disaster area by the President. 2020 2019 Accounts receivable -insurance proceeds,as noted above,represents the insurance proceeds received through June 30, 2020 and for the period January 1, 2019 through June 30, 2019. At June 30,2020 and for the period January 1,2019 through June 30,2019,accounts payable - rehabilitation,as noted above,is related to the remaining balance owed to the Contractor for rehabilitation and mitigation costs. Page 39 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to Consolidated Financial Statements NOTE 21 - CHANGE IN ACCOUNTING PRINCIPLE As previously reported $612,298 $(24,835) Adjustments - (239,719) As revised $811,189 $(264,554) On May 20,2020,the FASB voted to extend by one year the effective date of ASU 2014-09,Revenue from Contracts with Customers (Topic 606)to all nonpublic entities that have not yet adopted the standard amid the coronavirus pandemic.Therefore,the Organization and the wholly owned entitles have chosen to defer implementation of ASU 2014-09 for one year. On November 17,2016,the FASB issued ASU 2016-18,Statement of Cash Flows (Topic 230)- Restricted Cash.The update requires the amounts generally described as restricted cash and restricted cash equivalents be included with cash and cash equivalents when reconciling beginning-of-period and end-of-period total amounts shown on the consolidated statement of cash flows.These amounts were previously presented on the consolidated statement of cash flows as operating,investing,and financing cash activities depending on the required or intended purpose for the restricted funds.The Corporation has adjusted the presentation of these consolidated statements accordingly.The ASU has been applied retrospectively to all periods presented.The effect of the revisions to net cash flows from operating, investing,and financing activities as previously reported for the year ended June 30,2019,are as follows: activities activities from operating Net cash flows Net cash flows from investing Page 40 SUPPLEMENTARY INFORMATION EAST CAROLINA COMMUNITY DEVELOPMENT, INC.Consolidating Statement of Financial Position Consolidating Adjusting and Eliminating ECCDI Parachute Management Company, LLC Elijah's Landing of Morehead City, LLC Meadow's Gate, LLC Compass Pointe at Meadows Gate, LLC Camellia Court Apartments, LLC Phoenix Park, LLC Consolidated Wholly Owned IncorporationsAssetsCurrent Assets:Cash and cash equivalents $699,936 $- $297,078 $240,592 $- $18,920 $1,402 $42,972 $13,231 $85,741 $- Restricted cash, current - - - - - - - - - - - Tenant accounts receivable 28,835 - - - - 14,237 3,620 1,278 8,743 957 - Accounts receivable, operations 68,508 (11,562) 710 115 - 39,129 - 24,418 6,793 8,905 - Prepaid expenses 62,012 - 30,743 378 - 11,812 190 5,611 8,235 5,043 - Accrued interest receivable 228,965 - 228,965 - - - - - - - - IRP notes receivable, current (net of allowance for doubtful accounts of $5,743)14,615 - 14,615 - - - - - - - - Due from related parties 110,311 (264,860) 202,434 172,737 - - - - - - - Development advances, current 26,088 - 26,088 - - - - - - - - Notes receivable, related party, current 69,416 - 69,416 - - - - - - - - Real estate held for sale 710,000 - 710,000 - - - - - - - - Total current assets 2,018,686 (276,422) 1,580,049 413,822 - 84,098 5,212 74,279 37,002 100,646 - Restricted cash, non-current 1,114,310 - 130,776 - - 487,190 29,524 82,478 182,181 202,161 - Property and equipment, net of accumulated depreciation 13,657,094 (14,155) 326,136 11,626 - 5,925,448 835,701 2,079,473 3,324,641 1,168,224 - Construction in progress 1,722,075 - - - 1,722,075 - - - - - - Intangible assets, net of accumulated amortization 19,289 - - - - 19,289 - - - - - Development advances, net of current portion 4,540 (62,901) 67,441 - - - - - - - - IRP notes receivable, net of current maturities 75,366 - 75,366 - - - - - - - - Deferred development advances 654,496 - 654,496 - - - - - - - - Real estate held for development 965,000 - 965,000 - - - - - - - - Investments in limited partnerships 156,080 (13,300) 13,300 - - - - - - - 156,080 Other assets 300 - - - - - 300 - - - - Notes receivable, related party, net of current maturities 593,627 - 593,627 - - - - - - - - Total assets $20,980,863 $(366,778) $4,406,191 $425,448 $1,722,075 $6,516,025 $870,737 $2,236,230 $3,543,824 $1,471,031 $156,080 Liabilities and Net AssetsCurrent Liabilities: Accounts payable and accrued expenses $476,362 $(19,492) $56,723 $8,269 $58,063 $55,047 $46,628 $85,201 $44,894 $141,029 $- Lines of credit, current portion 524,033 - 524,033 - - - - - - - - Payroll liabilities 83,564 - 31,289 52,275 - - - - - - - Due to related parties 7,774 (319,831) 53,697 184,896 89,012 - - - - - - Current portion of long-term debt 876,693 - 599,932 141,895 - 60,831 9,482 32,845 31,708 - - Total current liabilities 1,968,426 (339,323) 1,265,674 387,335 147,075 115,878 56,110 118,046 76,602 141,029 - Loans from shareholders 20,822 - - - - - - - - - 20,822 Lines of credit, long-term 55,688 - 55,688 - - - - - - - - Long-term debt, less current maturities 9,643,742 - 1,682,547 158,400 1,575,000 2,499,946 898,522 871,640 1,229,856 727,831 - Less mortgage issuance costs, unamortized 31,910 - - - - 29,169 - 2,741 - - - Total liabilities 11,656,768 (339,323) 3,003,909 545,735 1,722,075 2,586,655 954,632 986,945 1,306,458 868,860 20,822 Net Assets: Without donor restrictions 3,773,854 (27,455) 1,398,283 (120,287) - (1,616,872) (83,895) 1,249,285 2,237,366 602,171 135,258 With donor restrictions - other 3,999 - 3,999 - - - - - - - - With donor restrictions - Section 1602 - - - - - - - - - - - exchange program 5,546,242 - - - - 5,546,242 - - - - - Total net assets 9,324,095 (27,455) 1,402,282 (120,287) - 3,929,370 (83,895) 1,249,285 2,237,366 602,171 135,258 Total liabilities and net assets $20,980,863 $(366,778) $4,406,191 $425,448 $1,722,075 $6,516,025 $870,737 $2,236,230 $3,543,824 $1,471,031 $156,080 June 30, 2020 Troon Apartments, LLC See Independent Auditor's Report Page 41 EAST CAROLINA COMMUNITY DEVELOPMENT, INC.Consolidating Statement of Activities and Changes in Net AssetsYear Ended June 30, 2020 Consolidating ECCDIRevenue: Grants $18,000 $- $18,000 $- $- $- $- $- $- $- $- Development fees 514,312 - 514,312 - - - - - - - - Payroll reimbursements 593,087 (200,724) - 793,811 - - - - - - - Management fees 271,388 (97,048) - 368,436 - - - - - - - Rental 1,355,050 - - - - 516,149 44,674 253,884 297,522 242,821 - Interest 33,720 - 29,306 - - 1,465 - 1,924 122 903 - Other 431,937 (165,659) 340,109 194,247 - 22,429 2,624 23,608 7,509 7,070 - Donations 1,000 - 1,000 - - - - - - - - Total revenue 3,218,494 (463,431) 902,727 1,356,494 - 540,043 47,298 279,416 305,153 250,794 - Expenses:Program services 3,155,421 (375,165) 422,181 1,373,512 - 665,334 68,678 295,359 434,948 270,574 - General and administrative 146,842 - 143,138 786 - - - - - - 2,918 Total expenses 3,302,263 (375,165) 565,319 1,374,298 - 665,334 68,678 295,359 434,948 270,574 2,918 Other gains and losses: Loss in market value of land held for sale (58,000) - (58,000) - - - - - - - - (58,000) - (58,000) - - - - - - - - Changes in net assets (141,769) (88,266) 279,408 (17,804) - (125,291) (21,380) (15,943) (129,795) (19,780) (2,918) Net assets, beginning 9,465,864 (27,455) 1,122,874 (102,483) - 4,059,661 (62,515) 1,307,228 2,382,661 647,451 138,442 Distributions - 91,023 - - - (5,000) - (42,000) (15,500) (25,500) (3,023) Contributions - (2,757) - - - - - - - - 2,757 Net assets, ending $9,324,095 $(27,455) $1,402,282 $(120,287) $- $3,929,370 $(83,895) $1,249,285 $2,237,366 $602,171 $135,258 Consolidated Wholly Owned Incorporations Meadow's Gate, LLC Adjusting and Eliminating Compass Pointe at Meadows Gate, LLC Camellia Court Apartments, LLC Phoenix Park, LLC Troon Apartments, LLC Parachute Management Company, LLC Elijah's Landing of Morehead City, LLC See Independent Auditor's Report Page 42 EAST CAROLINA COMMUNITY DEVELOPMENT, INC.Consolidating Schedule of Financial Position by ProgramYear Ended June 30, 2020 Compass Pointe Eliminations TotalAssets: Cash $297,078 $- $240,592 $- $18,920 $1,402 $42,972 $13,231 $85,741 $- $- $- $- $- $- $- $- $- $- $- $- $- $- $699,936 Restricted cash 2,513 128,263 - - 487,190 29,524 82,478 182,181 202,161 - - - - - - - - - - - - - - 1,114,310 Tenant accounts receivable - - - - 14,237 3,620 1,278 8,743 957 - - - - - - - - - - - - - - 28,835 Accounts receivable, operations 710 - 115 - 39,129 - 24,418 6,793 8,905 - - - - - - - - - - - - - (11,562) 68,508 Prepaid expenses 30,743 - 378 - 11,812 190 5,611 8,235 5,043 - - - - - - - - - - - - - - 62,012 Accrued interest receivable 228,520 445 - - - - - - - - - - - - - - - - - - - - - 228,965 Notes receivable - 89,981 - - - - - - - - - - - - - - - - - - - - - 89,981 Due from other funds - 1,399,511 - - - - - - - - - - - - - - - - - - - - (1,399,511) - Due from related parties 202,434 - 172,737 - - - - - - - - - - - - - - - - - - - (264,860) 110,311 Development advances 93,529 - - - - - - - - - - - - - - - - - - - - - (62,901) 30,628 Property and equipment, net 326,136 - 11,626 - 5,925,448 835,701 2,079,473 3,324,641 1,168,224 - - - - - - - - - - - - - (14,155) 13,657,094 Construction in progress - - - 1,722,075 - - - - - - - - - - - - - - - - - - - 1,722,075 Intangible assets, net - - - - 19,289 - - - - - - - - - - - - - - - - - - 19,289 Deferred development advances 654,496 - - - - - - - - - - - - - - - - - - - - - - 654,496 Real estate held for sale 710,000 - - - - - - - - - - - - - - - - - - - - - - 710,000 Real estate held for development 965,000 - - - - - - - - - - - - - - - - - - - - - - 965,000 Investments in limited partnerships 13,300 - - - - - - - - - - - - - - 156,080 - - - - - - (13,300) 156,080 Other assets - - - - - 300 - - - - - - - - - - - - - - - - - 300 Notes receivable, related party 663,043 - - - - - - - - - - - - - - - - - - - - - - 663,043 Total assets $4,187,502 $1,618,200 $425,448 $1,722,075 $6,516,025 $870,737 $2,236,230 $3,543,824 $1,471,031 $- $- $- $- $- $- $156,080 $- $- $- $- $- $- $(1,766,289) $20,980,863 Liabilities: Accounts payable $52,584 $- $8,269 $58,063 $55,047 $45,387 $85,201 $44,894 $31,826 $- $- $- $- $- $- $- $- $- $- $- $- $- $(19,492) $361,779 Accounts payable, construction - - - - - - - - 109,203 - - - - - - - - - - - - - - 109,203 Accrued interest payable 4,139 - - - - 1,241 - - - - - - - - - - - - - - - - - 5,380 Incentive compensation payable - - - - - - - - - - - - - - - - - - - - - - - - Payroll liabilities 31,289 - 52,275 - - - - - - - - - - - - - - - - - - - - 83,564 Due to other funds 1,399,511 - - - - - - - - - - - - - - - - - - - - - (1,399,511) - Due to related parties 53,697 - 184,896 89,012 - - - - - - - - - - - - - - - - - - (319,831) 7,774 Loans from shareholders - - - - - - - - - 720 1,230 - 2,425 665 1,225 1,296 1,225 1,056 8,725 - 1,305 950 - 20,822 Lines of credit 579,721 - - - - - - - - - - - - - - - - - - - - - - 579,721 Long-term debt 1,297,006 985,473 300,295 1,575,000 2,560,777 908,004 904,485 1,261,564 727,831 - - - - - - - - - - - - - - 10,520,435 Less mortgage issuance costs, unamortized - - - - 29,169 - 2,741 - - - - - - - - - - - - - - - - 31,910 Total liabilities 3,417,947 985,473 545,735 1,722,075 2,586,655 954,632 986,945 1,306,458 868,860 720 1,230 - 2,425 665 1,225 1,296 1,225 1,056 8,725 - 1,305 950 (1,738,834) 11,656,768 Net Assets:Without donor restrictions 765,556 632,727 (120,287) - (1,616,872) (83,895) 1,249,285 2,237,366 602,171 (720) (1,230) - (2,425) (665) (1,225) 154,784 (1,225) (1,056) (8,725) - (1,305) (950) (27,455) 3,773,854 With donor restrictions 3,999 - - - 5,546,242 - - - - - - - - - - - - - - - - - - 5,550,241 Total net assets 769,555 632,727 (120,287) - 3,929,370 (83,895) 1,249,285 2,237,366 602,171 (720) (1,230) - (2,425) (665) (1,225) 154,784 (1,225) (1,056) (8,725) - (1,305) (950) (27,455) 9,324,095 Total liabilities and net assets $4,187,502 $1,618,200 $425,448 $1,722,075 $6,516,025 $870,737 $2,236,230 $3,543,824 $1,471,031 $- $- $- $- $- $- $156,080 $- $- $- $- $- $- $(1,766,289) $20,980,863 Parachute Troon Apartments, Wholly Owned Incorporations Holding Managing Member / General Partner Interests in Apartments Emmerdale Jacksonville, Fox Hollow Glenstal WellingtonGrove Housing of Landing of Morehead Eastport at the EdenbridgeHousing of Morehead City, Inc. Blue Point Bay Camellia Court, Housing of Morehead City,Newport, Inc.Housing of Housing of Jacksonville,Park Housing Inc.Housing of Wilmington, Inc. Housing of Cypress Cove Housing of Jacksonville,Inc. Castle Glen Inc.Inc.of Beaufort, Inc. ECCDI Affordable Housing IntermediaryRelending Apartments,Management Jacksonville, Inc. LongbourneHousing of Jacksonville,Inc. Phoenix Park IIHousing of Jacksonville,Inc.Inc. Phoenix ParkHousing of Jacksonville,Inc.City, LLC Elijah's Company, LLC LLC Wholly Owned Apartments LLCGate, LLCMeadow's Phoenix Park,LLCat Meadows Gate, LLC Camellia Court See Independent Auditor's Report Page 43 EAST CAROLINA COMMUNITY DEVELOPMENT, INC.Consolidating Schedule of Activities and Changes in Net Assets by ProgramYear Ended June 30, 2020 Compass PointeIntermediaryManagementHousingRelendingCompany, LLC Eliminations TotalRevenues:Other grants $18,000 $- $- $- $- $- $- $- $- $- $- $- $- $- $- $- $- $- $- $- $- $- $- $18,000 Development fees 514,312 - - - - - - - - - - - - - - - - - - - - - - 514,312 Payroll reimbursements - - 793,811 - - - - - - - - - - - - - - - - - - - (200,724) 593,087 Management fees - - 368,436 - - - - - - - - - - - - - - - - - - - (97,048) 271,388 Rental - - - - 516,149 44,674 253,884 297,522 242,821 - - - - - - - - - - - - - - 1,355,050 Interest 23,284 6,022 - - 1,465 0 1,924 122 903 - - - - - - - - - - - - - - 33,720 Other income:Cash flow 210,174 - - - - - - - - - - - - - - - - - - - - - (88,266) 121,908 Service fees 123,830 - - - - - - - - - - - - - - - - - - - - - (28,194) 95,636 Frontline reimbursements - - 193,449 - - - - - - - - - - - - - - - - - - - (49,199) 144,250 Miscellaneous 4,950 1,155 798 - 22,429 2,624 23,608 7,509 7,070 - - - - - - - - - - - - - - 70,143 Donations:Cash 1,000 - - - - - - - - - - - - - - - - - - - - - - 1,000 Total revenues 895,550 7,177 1,356,494 - 540,043 47,298 279,416 305,153 250,794 - - - - - - - - - - - - - (463,431) 3,218,494 Expenses: Advertising - - - - - - - - - - - - - - - - - - - - - - - - Amortization - - - - 3,733 - - - - - - - - - - - - - - - - - - 3,733 Interest - mortgage issuance costs - - - - 1,446 - 559 - - - - - - - - - - - - - - - - 2,005 Bank charges 1,541 - 983 - 592 386 973 332 606 - - - - - - - - - - - - - - 5,413 Bad debts - - - - 9,816 - 282 2,203 1,011 - - - - - - - - - - - - - - 13,312 Contract services - - 9,139 - 94,346 10,508 61,381 71,166 71,431 - - - - - - - - - - - - - (174,441) 143,530 Depreciation 13,554 - 3,241 - 234,142 25,215 110,518 133,438 30,649 - - - - - - - - - - - - - - 550,757 Development costs 19,963 - - - - - - - - - - - - - - - - - - - - - - 19,963 Dues and subscriptions 2,341 - 2,113 - - - - - - - - - - - - - - - - - - - - 4,454 Finance charges - hurricane rehabilitation - - - - - - - - 45,269 - - - - - - - - - - - - - - 45,269 Fringe benefits 39,638 - 33,073 - 594 - 795 139 1,220 - - - - - - - - - - - - - - 75,459 Insurance 7,588 - 463 - 38,720 - 35,428 43,528 34,488 - - - - - - - - - - - - - - 160,215 Interest 80,332 10,388 6,241 - 51,147 15,451 8,559 - - - - - - - - - - - - - - - - 172,118 Meals 3,130 - 1,574 - - - - - - - - - - - - - - - - - - - - 4,704 Miscellaneous 145 - - - - - - - - - - - - - - - - - - - - - - 145 Non-project expense - - - - - - - - - - - - - - - - - - - - - - - - Office Expenses 13,928 - 19,012 - 27,141 3,660 2,232 14,781 4,280 - - - - - - - - - - - - - - 85,034 Other costs - - - - 3,178 614 376 3,388 443 220 220 220 220 220 220 278 220 220 220 220 220 220 10,917 Payroll taxes 31,766 - 102,955 - - - - - - - - - - - - - - - - - - - - 134,721 Postage 1,712 - 1,289 - - - - - - - - - - - - - - - - - - - - 3,001 Professional fees 43,254 - 30,203 - 836 2,311 5,970 4,178 12,032 - - - - - - - - - - - - - - 98,784 Real estate taxes - - - - - - - - - - - - - - - - - - - - - - - - Rent 1,050 - - - - - - - - - - - - - - - - - - - - - - 1,050 Repairs 9,568 - 6,844 - - - - - - - - - - - - - - - - - - - - 16,412 Salaries 258,171 - 1,146,678 - 89,676 54 43,888 76,250 42,892 - - - - - - - - - - - - - (200,724) 1,456,885 Staff education 3,093 - 2,838 - 419 - 102 438 302 - - - - - - - - - - - - - - 7,192 Supplies - - - - 24,390 743 8,149 23,123 16,580 - - - - - - - - - - - - - - 72,985 Telephone 2,548 - 5,681 - 2,857 - 825 1,249 837 - - - - - - - - - - - - - - 13,997 Travel 11,680 - 1,971 - 1,967 - - - - - - - - - - - - - - - - - - 15,618 Utilities 9,929 - - - 80,334 9,736 15,322 60,735 8,534 - - - - - - - - - - - - - - 184,590 Total expenses 554,931 10,388 1,374,298 - 665,334 68,678 295,359 434,948 270,574 220 220 220 220 220 220 278 220 220 220 220 220 220 (375,165) 3,302,263 Other gains and losses:Loss in market value of land held for sale (58,000) - - - - - - - - - - - - - - - - - - - - - - (58,000) (58,000) - - - - - - - - - - - - - - - - - - - - - - (58,000) Changes in net assets 282,619 (3,211) (17,804) - (125,291) (21,380) (15,943) (129,795) (19,780) (220) (220) (220) (220) (220) (220) (278) (220) (220) (220) (220) (220) (220) (88,266) (141,769) Net assets, beginning of year 486,936 635,938 (102,483) - 4,059,661 (62,515) 1,307,228 2,382,661 647,451 (500) (1,010) (1,287) (2,205) (445) (1,005) 158,085 (1,005) (836) (8,505) (1,030) (1,085) (730) (27,455) 9,465,864 Distributions - - - - (5,000) - (42,000) (15,500) (25,500) - - - - - - (3,023) - - - - - - 91,023 - Contribution - - - - - - - - - - - 1,507 - - - - - - - 1,250 - - (2,757) - Net assets, end of year $769,555 $632,727 $(120,287) $- $3,929,370 $(83,895) $1,249,285 $2,237,366 $602,171 $(720) $(1,230) $- $(2,425) $(665) $(1,225) $154,784 $(1,225) $(1,056) $(8,725) $- $(1,305) $(950) $(27,455) $9,324,095 Wellington Grove Wholly Owned Incorporations Holding Managing Member / General Partner Interests in Apartments Jacksonville, Inc. Fox HollowHousing of GlenstalHousing of Jacksonville, Inc. Phoenix Park Housing of Jacksonville, Inc. Phoenix Park IIHousing of Jacksonville, Inc. LongbourneHousing of Jacksonville, Inc. Emmerdale Housing of Housing of Camellia Court, Blue Point Bay Castle Glen EdenbridgeHousing of Morehead City, Housing of Cypress Cove Eastport at the Housing of ECCDI Apartments,LLCAffordable Camellia CourtParachute LandingElijah's of MoreheadCity, LLC at MeadowsGate, LLCMeadow'sGate, LLC Park Housingof Beaufort, Inc.Morehead City,Inc.Newport, Inc.Jacksonville, Inc.Jacksonville, Inc.Inc.Inc.Housing ofWilmington, Inc. Troon Apartments,LLC Wholly Owned Apartments Phoenix Park,LLC See Independent Auditor's Report Page 44 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Schedule of East Carolina Community Development's Assets, Liabilities, and Net Assets June 30, 2020 and 2019 AssetsCurrent Assets: Cash and cash equivalents $297,078 $10,622 Accounts receivable 710 92,830 Prepaid expenses 30,743 60,982 Accrued interest receivable 228,965 215,150 IRP notes receivable, current (net of allowance for doubtful accounts of 2020 - $5,743 and 2019 - $6,899)14,615 12,357 Development advances, current 26,088 28,644 Notes receivable, related party, current 69,416 46,653 Due from related parties 202,434 83,981 Real estate held for sale 710,000 - Total current assets 1,580,049 551,219 Restricted cash, non-current 130,776 129,379 Property and equipment, net of accumulated depreciation 326,136 339,689 Construction in progress - 113,218 Other Assets: Development advances, net of current portion 67,441 125,379 IRP notes receivable, net of current maturities 75,366 95,725 Deferred development advances 654,496 654,496 Real estate held for development 965,000 1,733,000 Investments in rental real estate 13,300 13,300 Notes receivable, related party 593,627 813,009 2,369,230 3,434,909 Total assets $4,406,191 $4,568,414 Liabilities and Net Assets Current Liabilities: Accounts payable and accrued expenses $56,723 $119,265 Lines of credit, current portion 512,502 524,033 Payroll liabilities 31,289 33,961 Current portion of long-term debt 599,932 820,883 Due to related parties 53,697 20,924 Total current liabilities 1,254,143 1,519,066 Lines of credit, long-term 67,219 - Long-term debt, less current maturities 1,682,547 1,926,474 Total liabilities 3,003,909 3,445,540 Net Assets: Without donor restrictions 1,398,283 1,118,875 With donor restrictions: Other 3,999 3,999 Total net assets 1,402,282 1,122,874 Total liabilities and net assets $4,406,191 $4,568,414 2020 2019 See Notes to Consolidated Financial Statements Page 45 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Schedule of East Carolina Community Development's Revenue and Expenses Years Ended June 30, 2020 and 2019 2020 2019 Without Donor With Donor Without Donor With Donor Restrictions Restrictions Total Restrictions Restrictions Total Revenues: Grants $18,000 $- $18,000 $- $- $- Donations 1,000 - 1,000 20,000 - 20,000 Development fees 514,312 - 514,312 291,260 - 291,260 Interest 29,306 - 29,306 34,288 - 34,288 Cash flow 210,174 - 210,174 134,602 - 134,602 Service fees 123,830 - 123,830 96,327 - 96,327 Miscellaneous 6,105 - 6,105 4,653 - 4,653 Total revenues 902,727 - 902,727 581,130 - 581,130 Net assets released from restrictions - - - - - - Total revenue and net assets released from restrictions 902,727 - 902,727 581,130 - 581,130 Expenses: Program services 422,181 - 422,181 890,952 - 890,952 General and administrative 143,138 - 143,138 154,193 154,193 Total expenses 565,319 - 565,319 1,045,145 - 1,045,145 Other gains and losses: Loss in market value of land held for sale (58,000) - (58,000) - - - (58,000) - (58,000) - - - Changes in net assets 279,408 - 279,408 (464,015) - (464,015) Net assets, beginning 1,118,875 3,999 1,122,874 1,582,890 3,999 1,586,889 Net assets, ending $1,398,283 $3,999 $1,402,282 $1,118,875 $3,999 $1,122,874 See Notes to Consolidated Financial Statements Page 46 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Schedule of Parachute's Assets, Liabilities, and Net Assets June 30, 2020 AssetsCurrent Assets: Cash and cash equivalents $240,592 Accounts receivable 115 Prepaid expenses 378 Due from related parties 172,737 Total current assets 413,822 Property and equipment, net of accumulated depreciation 11,626 Total assets $425,448 Liabilities and Net Assets Current Liabilities: Accounts payable and accrued expenses $8,269 Payroll liabilities 52,275 Due to related parties 184,896 Total current liabilities 245,440 Long-term debt, less current maturities 300,295 Total liabilities 545,735 Net Assets: Without donor restrictions (120,287) Total net assets (120,287) Total liabilities and net assets $425,448 See Notes to Consolidated Financial Statements Page 47 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Schedule of Parachute's Revenue and Expenses Years Ended June 30, 2020 Without Donor With Donor Restrictions Restrictions Total Revenues: Payroll reimbursements $793,811 $- $793,811 Management fees 368,436 - 368,436 Frontline reimbursements 193,449 - 193,449 Miscellaneous revenue 798 - 798 Total revenues 1,356,494 - 1,356,494 Net assets released from restrictions - - - Total revenue and net assets released from restrictions 1,356,494 - 1,356,494 Expenses: Program services 1,373,512 - 1,373,512 Management and general 786 Total expenses 1,374,298 - 1,373,512 Changes in net assets (17,804) - (17,804) Net assets, beginning (102,483) - (102,483) Net assets, ending $(120,287) $- $(120,287) See Notes to Consolidated Financial Statements Page 48 EAST CAROLINA COMMUNITY DEVELOPMENT, INC.Supplementary Schedule of Investments in Real Estate Entities Year Ended June 30, 2020 Fox Hollow Longbourne Wellington Blue Point Castle Eastport at the Edenbridge,Emmerdale,Apartments,Glenstal,Apartments,Phoenix Grove, Bay, LLC Glen, LLC Park, LLC LLC LLC LLC Park II, LLC LLC Total Income statements for the year ended December 31, 2019: Revenue $491,413 $214,471 $345,770 $248,141 $312,531 $269,450 $343,197 $264,616 $350,536 $514,162 $3,354,287 Operating expenses (403,921) (160,982) (302,376) (267,893) (268,928) (264,512) (223,705) (203,684) (262,790) (815,131) (3,173,922) Interest expense (45,599) (4,384) (37,846) (9,066) (74,348) (10,423) (12,212) (4,242) (19,900) (3,064) (221,084) Depreciation and amortization (139,727) (93,941) (174,508) (128,393) (155,699) (135,966) (207,859) (140,920) (122,658) (238,700) (1,538,371) Entity expenses (4,193) (22,664) (17,007) (13,500) (5,189) (12,950) (4,000) (18,161) (3,500) (4,000) (105,164) Net income (loss)$(102,027) $(67,500) $(185,967) $(170,711) $(191,633) $(154,401) $(104,579) $(102,391) $(58,312) $(546,733) $(1,684,254) Balance sheets as of December 31, 2019: Assets:Cash, including restricted deposits $698,206 $157,557 $256,754 $559,120 $306,990 $258,471 $285,537 $240,590 $414,389 $546,048 $3,723,662 Land and land improvements 1,031,842 884,012 1,014,233 1,185,956 1,468,590 1,276,157 2,069,386 1,261,831 876,663 2,910,994 13,979,664 Buildings and improvements 4,473,806 2,245,766 4,535,197 3,061,342 3,997,080 3,127,826 4,925,122 3,051,170 3,595,819 4,538,131 37,551,259 Furniture and equipment 55,552 148,497 211,024 141,747 140,632 182,762 199,364 217,304 53,525 358,863 1,709,270 Accumulated depreciation (1,916,188) (1,173,097) (634,921) (1,556,625) (1,916,627) (1,905,938) (1,874,923) (1,763,161) (1,577,706) (1,618,575) (15,937,761) Other 22,392 11,828 52,433 15,462 52,595 38,006 44,666 18,339 158,729 4,729,254 5,143,704 $4,365,610 $2,274,563 $5,434,720 $3,407,002 $4,049,260 $2,977,284 $5,649,152 $3,026,073 $3,521,419 $11,464,715 $46,169,798 Liabilities: Mortgages payable, current $36,097 $27,613 $55,772 $51,981 $25,813 $16,493 $59,314 $24,047 $46,750 $201,902 $545,782 Mortgages payable, long-term 1,981,926 849,434 2,133,303 1,037,797 1,961,160 1,515,808 1,624,188 1,414,514 1,449,569 1,567,229 15,534,928 Development advances/payables 13,056 - - 235,972 607,446 198,378 3,000 -142,561 -1,200,413 Other liabilities 593,955 20,438 142,185 620,751 432,316 111,075 33,604 37,864 397,343 2,367,733 4,757,264 2,625,034 897,485 2,331,260 1,946,501 3,026,735 1,841,754 1,720,106 1,476,425 2,036,223 4,136,864 22,038,387 Partners'/Members' equity 1,740,576 1,377,078 3,103,460 1,460,501 1,022,525 1,135,530 3,929,046 1,549,648 1,485,196 7,327,851 24,131,411 $4,365,610 $2,274,563 $5,434,720 $3,407,002 $4,049,260 $2,977,284 $5,649,152 $3,026,073 $3,521,419 $11,464,715 $46,169,798 LLCLLC See Independent Auditor's Report Page 49 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Consolidated Schedule of Expenditures of Federal Awards Year Ended June 30, 2020 Federal CFDA Grantor/Pass-through Grantor/Program Title Number Expenditures Federal Awards: U.S. Department of Agriculture Rural Development Administration: Rural Business - Cooperative Service, Intermediary Relending Program (IRP)10.767 $1,038,761 Small Business Administration: COVID-19 - Economic Injury Disaster Loan Emergency Advance 59.072 3,000 Total expenditures of federal awards $1,041,761 See Independent Auditor's Report Page 50 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Notes to the Consolidated Schedule of Expenditures of Federal Awards Year Ended June 30, 2020 NOTE A -BASIS OF PRESENTATION NOTE B -SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES NOTE C -LOANS OUTSTANDING Federal CFDA Program Title Number Rural Business - Cooperative Service, Intermediary Relending Program (IRP)10.767 $985,474 Outstanding East Carolina Community Development,Inc.had the following loan balances outstanding as of June 30, 2020: The accompanying schedule of expenditures of federal awards (the "Schedule") includes the federal award activity of East Carolina Community Development,Inc., under programs of the federal government for the year ended June 30,2020.The information in this Schedule is presented in accordance with the requirements of Title 2 U.S.Code of Federal Regulations Part 200,Uniform Administrative Requirements, Cost Principles,and Audit Requirements for Federal Awards (Uniform Guidance). Because the Schedule presents only a selected portion of the operations of East Carolina Community Development,Inc.,it is not intended to and does not present the financial position,changes in net assets,or cash flows of East Carolina Community Development, Inc. Expenditures reported on the Schedule are reported on the accrual basis of accounting. Such expenditures are recognized following the cost principles contained in the Uniform Guidance,wherein certain types of expenditures are not allowable or are limited as to reimbursement.East Carolina Community Development,Inc.has elected not to use the 10-percent de minimis indirect cost rate allowed under the Uniform Guidance. Amount See Independent Auditor's Report Page 51 Independent Auditor's Report on Internal Control over Financial Reporting and on Compliance and Other Matters Based on an Audit of Financial Statements Performed in Accordance with Government Auditing Standards To the Board of Directors East Carolina Community Development, Inc. Beaufort, North Carolina We have audited,in accordance with the auditing standards generally accepted in the United States of America and the standards applicable to financial audits contained in Government Auditing Standards issued by the Comptroller General of the United States,the consolidated financial statements of East Carolina Community Development,Inc.(the "Organization"),which comprise the consolidated statement of financial position as of June 30, 2020, and the related consolidated statements of activities and changes in net assets,and cash flows for the year then ended, and the related notes to the consolidated financial statements, and have issued our report thereon dated May 3, 2021. Internal Control Over Financial Reporting In planning and performing our audit of the consolidated financial statements,we considered the Organization's internal control over financial reporting (internal control)to determine the audit procedures that are appropriate in the circumstances for the purpose of expressing our opinion on the consolidated financial statements,but not for the purpose of expressing an opinion on the effectiveness of the Organization's internal control. Accordingly,we do not express an opinion on the effectiveness of the Organization's internal control. A deficiency in internal control exists when the design or operation of a control does not allow management or employees,in the normal course of performing their assigned functions,to prevent, or detect and correct,misstatements on a timely basis.A material weakness is a deficiency,or a combination of deficiencies,in internal control such that there is a reasonable possibility that a material misstatement of the Organization's consolidated financial statements will not be prevented, or detected and corrected on a timely basis.A significant deficiency is a deficiency,or a combination of deficiencies,in internal control that is less severe than a material weakness,yet important enough to merit attention by those charged with governance. Our consideration of internal control was for the limited purpose described in the first paragraph of this section and was not designed to identify all deficiencies in internal control that might be material weaknesses or significant deficiencies and therefore,material weaknesses may exist that have not been identified.We did identify deficiencies in internal control, described in the accompanying schedule of findings and questioned costs as Findings 2020-001 and 2020-002, that we consider to be material weaknesses. Page 52 Compliance and Other Matters As part of obtaining reasonable assurance about whether the Organization's consolidated financial statements are free from material misstatement,we performed tests of its compliance with certain provisions of laws,regulations,contracts,and grant agreements,noncompliance with which could have a direct and material effect on the determination of consolidated financial statement amounts. However,providing an opinion on compliance with those provisions was not an objective of our audit, and accordingly,we do not express such an opinion.The results of our tests disclosed no instances of noncompliance or other matters that are required to be reported under Government Auditing Standards. East Carolina Community Development, Inc's Response to Findings East Carolina Community Development,Inc.'s response to the findings identified in our audit is described in the accompanying schedule of findings and questioned costs.East Carolina Community Development's response was not subjected to the auditing procedures applied in the audit of the financial statements and, accordingly, we express no opinion on it. Purpose of this Report The purpose of this report is solely to describe the scope of our testing of internal control and compliance and the results of that testing,and not to provide an opinion on the effectiveness of the Organization's internal control or on compliance.This report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the Organization's internal control and compliance. Accordingly, this communication is not suitable for any other purpose. Raleigh, North Carolina May 3, 2021 Page 53 Independent Auditor's Report on Compliance For Each Major Program and on Internal Control Over Compliance Required by the Uniform Guidance To the Board of Directors East Carolina Community Development, Inc. Beaufort, North Carolina Report on Compliance for the Major Federal Program Management's Responsibility Auditor's Responsibility Opinion on the Major Federal Program We have audited East Carolina Community Development,Inc.'s (the "Organization") compliance with the types of compliance requirements described in the OMB Compliance Supplement that could have a direct and material effect on the Organization's major federal program for the year ended June 30, 2020. East Carolina Community Development,Inc.'s major federal program is identified in the summary of auditor's results section of the accompanying schedule of findings and questioned costs. Management is responsible for compliance with federal statutes, regulations,and the terms and conditions of its federal awards applicable to its federal program. We believe that our audit provides a reasonable basis for our opinion on compliance for the major federal program.However,our audit does not provide a legal determination of East Carolina Community Development, Inc.'s compliance. In our opinion,East Carolina Community Development,Inc.complied, in all material respects,with the types of compliance requirements referred to above that could have a direct and material effect of its major federal program for the year ended June 30, 2020. Our responsibility is to express an opinion on compliance for each of the Organization's major federal programs based on our audit of the types of compliance requirements referred to above.We conducted our audit of compliance in accordance with auditing standards generally accepted in the United States of America;the standards applicable to financial audits contained in Government Auditing Standards, issued by the Comptroller General of the United States;and the audit requirements of Title 2 U.S.Code of Federal Regulations Part 200,Uniform Administrative Requirements, Cost Principles,and Audit Requirements for Federal Awards (Uniform Guidance). Those standards and the Uniform Guidance require that we plan and perform the audit to obtain reasonable assurance about whether noncompliance with the types of compliance requirements referred to above that could have a direct and material effect on a major federal program occurred.An audit includes examining,on a test basis,evidence about the Organization's compliance with those requirements and performing such other procedures as we considered necessary in the circumstances. Page 54 Report on Internal Control Over Compliance Raleigh, North Carolina May 3, 2021 Management of the Organization is responsible for establishing and maintaining effective internal control over compliance with the types of compliance requirements referred to above.In planning and performing our audit of compliance,we considered the Organization’s internal control over compliance with the types of requirements that could have a direct and material effect on the major federal program to determine the auditing procedures that are appropriate in the circumstances for the purpose of expressing an opinion on compliance for the major federal program and to test and report on internal control over compliance in accordance with the Uniform Guidance,but not for the purpose of expressing an opinion on the effectiveness of internal control over compliance.Accordingly,we do not express an opinion on the effectiveness of the Organization’s internal control over compliance. A deficiency in internal control over compliance exists when the design or operation of a control over compliance does not allow management or employees,in the normal course of performing their assigned functions,to prevent,or detect and correct,noncompliance with a type of compliance requirement of a federal program on a timely basis.A material weakness in internal control over compliance is a deficiency,or combination of deficiencies,in internal control over compliance,such that there is a reasonable possibility that material noncompliance with a type of compliance requirement of a federal program will not be prevented,or detected and corrected,on a timely basis.We consider the deficiencies in internal control over compliance described in the accompanying schedule of findings and questioned costs as Findings 2020-001 and 2020-002 to be material weaknesses.A significant deficiency in internal control over compliance is a deficiency,or a combination of deficiencies,in internal control over compliance with a type of compliance requirement of a federal program that is less severe than a material weakness in internal control over compliance,yet important enough to merit attention by those charged with governance. East Carolina Community Development,Inc.'s response to the internal control over compliance findings identified in our audit is described in the accompanying schedule of findings and questioned costs.East Carolina Community Development's response was not subjected to the auditing procedures applied in the audit of compliance and, accordingly we express no opinion on the response. The purpose of this report on internal control over compliance is solely to describe the scope of our testing of internal control over compliance and the results of that testing based on the requirements of the Uniform Guidance. Accordingly, this report is not suitable for any other purpose. Page 55 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Schedule of Findings and Questioned Costs Year Ended June 30, 2020 Items required to be reported under 2 CFR section 200.515(d): Section I - Summary of Auditor's Results Financial Statements (i)Type of auditor's report issued:Unmodified (ii) (a)Material weakness(es) identified?X yes no (b)Significant deficiency(ies) identified?yes X none reported (iii)Noncompliance material to financial statements noted?yes X no Federal Awards (i)Internal control over major programs: (a)Material weakness(es) identified X yes no (b)Significant deficiency(ies) identified?yes X none reported (ii)Type of auditor's report issued on compliance for major programs:Unmodified (iii)Any audit findings disclosed that are required to be reported in accordance with 2 CFR section 200.516(a)?X yes no (iv)Identification of major programs: CFDA Number(s) Name of Federal Program USDA RD - Rural Business - 10.767 Cooperative Service, Intermediary Relending Program (v)Dollar threshold used to distinguish between type A and type B programs:$ 750,000 (vi)Auditee qualified as low-risk auditee?yes X no Internal control over financial reporting: Page 56 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Schedule of Findings and Questioned Costs Year Ended June 30, 2020 Finding 2020-001: Section II -Findings relating to the financial statements which are required to be reported in accordance with generally accepted government auditing standards and Section III -Findings and questioned costs relating to the major programs which are required to be reported as defined by the Uniform Guidance [2 CFR 200.516(a)]: Statement of Condition:During the year ended June 30,2020,the Organization did not have adequate segregation of duties over the accounting processes. Criteria:2 CFR Part 200 Section 200.303 Internal Controls states that the non-federal entity must establish and maintain effective internal control over the federal awards. Management's Response and Corrective Action Plan:ECCDI hired a Senior Accountant on August 5,2020 that is now in charge of the Accounts Payable Function including bank reconciliations. Effect:Noncompliance with Uniform Guidance requirements and the possibility of undetected material misstatements. Cause:The Organization is a small company with a limited amount of staff available to segregate duties. Context:An understanding of internal controls was performed with the Organization's management.During the understanding process,it was noted that the Organization's management personnel who had access to the signature stamp for paying checks was also the person in charge of preparing bank reconciliations. There was no additional layer of review. Questioned Costs: N/A Recommendation:Management should ensure that policies and procedures are established to utilize the Senior Accountant hired on August 5,2020 in a manner that allocates responsibilities within the accounting department to effectively segregate duties. Repeat Finding: 2019-001 Page 57 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Schedule of Findings and Questioned Costs Year Ended June 30, 2020 Finding 2020-002: Recommendation:With the hiring of a new Senior Accountant on August 5,2020, management should set up policies and procedures over personnel in the accounting department in a manner that allows the financial information of all consolidated entities to be prepared monthly in a timely manner.Additionally,the Board of Directors should exercise oversight of this process and ensure that the monthly financial statements for all consolidated entities are prepared timely.We also recommend that there is an addition to the Board of Directors of a person with financial expertise that would be able to assist with reviewing financial reports on a monthly basis and ensuring the timeliness of their preparation. Management's Response and Corrective Action Plan:Management hired a Comptroller on July 1,2019 and another accountant on January 10,2020,for a total of 3 staff to oversee the bookkeeping for the 15 properties.This will allow the CFO to review and oversee the financial preparations in a more timely manner. Statement of Condition:During the year ended June 30,2020,the Organization did not maintain the accounting records for the consolidated entities in a complete and timely manner. Criteria:2 CFR Part 200 Section 200.302 Financial Management states that the financial management system of each non-federal entity must provide accurate,current,and complete disclosure of the financial results of each Federal award in accordance with the reporting requirements. Effect:Noncompliance with Uniform Guidance requirements and the possibility of undetected material misstatements and/or undetected misappropriation of assets. Cause:The CFO has spent a considerable amount of her time on the accounting for the related entities managed by Parachute Management Company,LLC since the management company was established in January 1,2019.As such,the CFO has limited remaining time available for the accounting for East Carolina Community Development,Inc.and Parachute Management Company,LLC.The accounting for these entities was performed as the CFO had time available and was therefore not being performed consistently in a timely manner. Repeat Finding: 2019-001 Context:An understanding of internal controls was performed with the Organization's management.During the understanding process,it was noted that the Organization's CFO was spending a considerable amount of time on the accounting for the related entities managed by Parachute Management Company,LLC.This led to the CFO having limited remaining time available to consistently perform the accounting for East Carolina Community Development, Inc. and Parachute Management Company, LLC in a timely manner. Questioned Costs: N/A Page 58 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Summary Schedule of Prior Year Audit Findings and Questioned Costs Year Ended June 30, 2020 Finding 2019-001: Current Status: Uncleared - repeat finding 2020-001 Finding 2019-002: Current Status: Uncleared - repeat finding 2020-002 Finding 2019-003: Current Status: Cleared Statement of Condition:During the year ended June 30,2019,the Organization did not have adequate segregation of duties over the accounting processes. Management's Prior Year Response:ECCDI hired a Senior Accountant on August 5, 2020 that is now in charge of the Accounts Payable Function including bank reconciliations. Statement of Condition:During the year ended June 30,2019,the Organization did not maintain the accounting records for the consolidated entities in a complete and timely manner. Management's Prior Year Response:Management hired a Comptroller on July 1,2019 and another accountant on January 10,2020,for a total of 3 staff to oversee the bookkeeping for the 15 properties.This will allow the CFO to review and oversee the financial preparations in a more timely manner. Statement of Condition:At June 30,2019,the Organization's bad debt reserve was underfunded by $3,481. Page 59 May 3, 2021 Single Audit Clearinghouse 1201 East 10th Street Jeffersonville, Indiana 47132 Bernard Robinson & Company, L.L.P 4700 Homewood Court, Suite 105 Raleigh, North Carolina 27609 Audit period: Year ended June 30, 2020 Findings and Questioned Costs: If USDA RD has questions regarding this plan, please call Keith Walker at 252-504-3996. Sincerely yours, Keith Walker East Carolina Community Development, Inc. Finding 2020-002:U.S.Department of Agriculture,Rural Development,Rural Business -Cooperative Service, Intermediary Relending Program (IRP), CFDA #10.767 Recommendation:With the hiring of a new Senior Accountant on August 5,2020,management should set up policies and procedures over personnel in the accounting department in a manner that allows the financial information of all consolidated entities to be prepared monthly in a timely manner.Additionally,the Board of Directors should exercise oversight of this process and ensure that the monthly financial statements for all consolidated entities are prepared timely.We also recommend that there is an addition to the Board of Directors of a person with financial expertise that would be able to assist with reviewing financial reports on a monthly basis and ensuring the timeliness of their preparation. Management's Response:Management hired a Comptroller on July 1,2019 and another accountant on January 10,2020,for a total of 3 staff to oversee the bookkeeping for the 15 properties.This will allow the CFO to review and oversee the financial preparations in a more timely manner. Management's Response:ECCDI hired a Senior Accountant on August 5,2020 that is now in charge of the Accounts Payable Function including bank reconciliations. Recommendation:Management should ensure that policies and procedures are established to utilize the Senior Accountant hired on August 5,2020 in a manner that allocates responsibilities within the accounting department to effectively segregate duties. Finding 2020-001:U.S.Department of Agriculture,Rural Development,Rural Business -Cooperative Service, Intermediary Relending Program (IRP), CFDA #10.767 EAST CAROLINA COMMUNITY DEVELOPMENT, INC. Beaufort, North Carolina East Carolina Community Development,Inc.,respectfully submits the following Corrective Action Plan for the year ended June 30, 2020. CORRECTIVE ACTION PLAN The finding from the June 30,2020 Schedule of Findings and Questioned Costs is discussed below.The finding is numbered consistently with the number assigned in the schedule. Page 60 DocuSign Envelope ID: D5C062BA-9E22-46FB-BED2-66478548573D Page 1 ------------------------------------------------------------------------ 1 MOBILIZE/CLEARING 2 EARTHWORK 3 SEDIMENT POND/EROSION CONTROL 4 CONCRETE CURB & GUTTER 5 CONCRETE FLATWORK 6 ABC STONE 7 ASPHALT PAVING 8 STORM DRAINAGE 9 UTILITY (Water) 10 UTILITY (Sewer) 11 LAYOUT 12 13 PICNIC SHELTER 14 PLAYGROUND / AMENITIES 15 LANDSCAPING 16 FENCING 17 SITE ENTRANCE SIGN 18 BUILDING CONCRETE 19 BRICK MASONRY 20 FRAMING MATERIAL / TRUSSES 21 FRAMING LABOR 22 BLDG ENVELOPE/INSPECTION 23 INTERIOR TRIM 24 GYPCRETE 25 INSULATION 26 SHINGLE ROOFING 27 VINYL SIDING 28 RAILINGS 29 GUTTERS & DOWNSPOUTS ------------------------------------------------------------------------ SUB-TOTAL THIS SHEET ------------------------------------------------------------------------ Covenant Seniors- SOV -Update 5-23-22 Castle Hayne, NC ITEM NO.DESCRIPTION OF WORK SOV 05/23/22 05/23/22 05/23/22 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- $45,461.00 $0.00 $0.00 $0.00 $0.00 0%$45,461.00 10%$0.00 $560,000.00 $0.00 $0.00 $0.00 $0.00 0%$560,000.00 10%$0.00 $148,000.00 $0.00 $0.00 $0.00 $0.00 0%$148,000.00 10%$0.00 $74,500.00 $0.00 $0.00 $0.00 $0.00 0%$74,500.00 10%$0.00 $88,000.00 $0.00 $0.00 $0.00 $0.00 0%$88,000.00 10%$0.00 $113,000.00 $0.00 $0.00 $0.00 $0.00 0%$113,000.00 10%$0.00 $106,500.00 $0.00 $0.00 $0.00 $0.00 0%$106,500.00 10%$0.00 $287,000.00 $0.00 $0.00 $0.00 $0.00 0%$287,000.00 10%$0.00 $205,000.00 $0.00 $0.00 $0.00 $0.00 0%$205,000.00 10%$0.00 $195,000.00 $0.00 $0.00 $0.00 $0.00 0%$195,000.00 10%$0.00 $26,000.00 $0.00 $0.00 $0.00 $0.00 0%$26,000.00 10%$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 $6,000.00 $0.00 $0.00 $0.00 $0.00 0%$6,000.00 10%$0.00 $11,000.00 $0.00 $0.00 $0.00 $0.00 0%$11,000.00 10%$0.00 $108,800.00 $0.00 $0.00 $0.00 $0.00 0%$108,800.00 10%$0.00 $27,200.00 $0.00 $0.00 $0.00 $0.00 0%$27,200.00 10%$0.00 $4,080.00 $0.00 $0.00 $0.00 $0.00 0%$4,080.00 10%$0.00 $415,480.00 $0.00 $0.00 $0.00 $0.00 0%$415,480.00 10%$0.00 $295,800.00 $0.00 $0.00 $0.00 $0.00 0%$295,800.00 10%$0.00 $1,400,800.00 $0.00 $0.00 $0.00 $0.00 0%$1,400,800.00 10%$0.00 $531,488.00 $0.00 $0.00 $0.00 $0.00 0%$531,488.00 10%$0.00 $73,168.00 $0.00 $0.00 $0.00 $0.00 0%$73,168.00 10%$0.00 $106,148.00 $0.00 $0.00 $0.00 $0.00 0%$106,148.00 10%$0.00 $97,308.00 $0.00 $0.00 $0.00 $0.00 0%$97,308.00 10%$0.00 $125,800.00 $0.00 $0.00 $0.00 $0.00 0%$125,800.00 10%$0.00 $106,080.00 $0.00 $0.00 $0.00 $0.00 0%$106,080.00 10%$0.00 $384,200.00 $0.00 $0.00 $0.00 $0.00 0%$384,200.00 10%$0.00 $108,800.00 $0.00 $0.00 $0.00 $0.00 0%$108,800.00 10%$0.00 $44,200.00 $0.00 $0.00 $0.00 $0.00 0%$44,200.00 10%$0.00 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- $5,694,813.00 $0.00 $0.00 $0.00 $0.00 $5,694,813.00 $0.00 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- COMPLETED THIS PERIOD SCHEDULED VALUE MATERIALS PRESENTLY STORED COMPLETED & STORED TO DATE ARCHITECT: Tightlines Designs CONTRACTOR: East Point Homes, LLC COMPLETED PREVIOUS APPLICATIONS APPLICATION NUMBER: APPLICATION DATE: PERIOD FROM/TO: % COMPLETE BALANCE TO FINISH % RETAINAGE RETAINAGE AMOUNT Page 2 ------------------------------------------------------------------------ Covenant Seniors- SOV -Update 5-23-22 Castle Hayne, NC ITEM NO.DESCRIPTION OF WORK 30 EXTERIOR DOORS 31 INTERIOR DOORS 32 WINDOWS 33 GYPSUM WALL BOARD 34 PAINTING 35 FLOORING 36 ACCESSORIES/SHELVING/DOOR HDW 37 MAILBOXES 38 APPLIANCES 39 CABINETS & TOPS 40 PLUMBING 41 HVAC 42 SPRINKLER 43 SPRINKLER MONITORING 44 ELECTRICAL 45 INTERIM CLEAN 46 FINAL CLEAN 47 PRESSURE WASH 48 49 BOND 50 GENERAL REQUIREMENTS 51 OVERHEAD 52 PROFIT 53 54 55 56 ------------------------------------------------------------------------ SUB-TOTAL THIS SHEET ------------------------------------------------------------------------ COMPLETED & STORED TO DATE ------------------------------------------------------------------------ SOV 05/23/22 05/23/22 05/23/22 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- COMPLETED THIS PERIOD SCHEDULED VALUE MATERIALS PRESENTLY STORED COMPLETED & STORED TO DATE ARCHITECT: Tightlines Designs CONTRACTOR: East Point Homes, LLC COMPLETED PREVIOUS APPLICATIONS APPLICATION NUMBER: APPLICATION DATE: PERIOD FROM/TO: % COMPLETE BALANCE TO FINISH % RETAINAGE RETAINAGE AMOUNT $142,460.00 $0.00 $0.00 $0.00 $0.00 0%$142,460.00 10%$0.00 $126,004.00 $0.00 $0.00 $0.00 $0.00 0%$126,004.00 10%$0.00 $81,600.00 $0.00 $0.00 $0.00 $0.00 0%$81,600.00 10%$0.00 $551,956.00 $0.00 $0.00 $0.00 $0.00 0%$551,956.00 10%$0.00 $197,200.00 $0.00 $0.00 $0.00 $0.00 0%$197,200.00 10%$0.00 $210,800.00 $0.00 $0.00 $0.00 $0.00 0%$210,800.00 10%$0.00 $148,308.00 $0.00 $0.00 $0.00 $0.00 0%$148,308.00 10%$0.00 $18,904.00 $0.00 $0.00 $0.00 $0.00 0%$18,904.00 10%$0.00 $213,520.00 $0.00 $0.00 $0.00 $0.00 0%$213,520.00 10%$0.00 $346,800.00 $0.00 $0.00 $0.00 $0.00 0%$346,800.00 10%$0.00 $523,804.00 $0.00 $0.00 $0.00 $0.00 0%$523,804.00 10%$0.00 $593,300.00 $0.00 $0.00 $0.00 $0.00 0%$593,300.00 10%$0.00 $156,808.00 $0.00 $0.00 $0.00 $0.00 0%$156,808.00 10%$0.00 $54,400.00 $0.00 $0.00 $0.00 $0.00 0%$54,400.00 10%$0.00 $782,000.00 $0.00 $0.00 $0.00 $0.00 0%$782,000.00 10%$0.00 $23,800.00 $0.00 $0.00 $0.00 $0.00 0%$23,800.00 10%$0.00 $26,724.00 $0.00 $0.00 $0.00 $0.00 0%$26,724.00 10%$0.00 $3,740.00 $0.00 $0.00 $0.00 $0.00 0%$3,740.00 10%$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 $64,600.00 $0.00 $0.00 $0.00 $0.00 0%$64,600.00 10%$0.00 $597,692.00 $0.00 $0.00 $0.00 $0.00 0%$597,692.00 10%$0.00 $211,185.00 $0.00 $0.00 $0.00 $0.00 0%$211,185.00 10%$0.00 $844,739.00 $0.00 $0.00 $0.00 $0.00 0%$844,739.00 10%$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- $5,920,344.00 $0.00 $0.00 $0.00 $0.00 $5,920,344.00 $0.00 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- $11,615,157.00 $0.00 $0.00 $0.00 $0.00 0%$11,615,157.00 $0.00 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Page 3 ------------------------------------------------------------------------ Covenant Seniors- SOV -Update 5-23-22 Castle Hayne, NC ITEM NO.DESCRIPTION OF WORK CHANGE ORDERS 57 ------------------------------------------------------------------------ NET CHANGE BY CHANGE ORDERS ------------------------------------------------------------------------ COMPLETED & STORED TO DATE ------------------------------------------------------------------------ RETAINAGE ON COMPLETED WORK RETAINAGE ON STORED MATERIAL TOTAL EARNED LESS RETAINAGE TOTAL PREVIOUS PAYMENTS CURRENT PAYMENT DUE BALANCE TO FINISH, INCL RETAINAGE ------------------------------------------------------------------------ SOV 05/23/22 05/23/22 05/23/22 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- COMPLETED THIS PERIOD SCHEDULED VALUE MATERIALS PRESENTLY STORED COMPLETED & STORED TO DATE ARCHITECT: Tightlines Designs CONTRACTOR: East Point Homes, LLC COMPLETED PREVIOUS APPLICATIONS APPLICATION NUMBER: APPLICATION DATE: PERIOD FROM/TO: % COMPLETE BALANCE TO FINISH % RETAINAGE RETAINAGE AMOUNT $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 10%$0.00 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0!$0.00 $0.00 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- $11,615,157.00 $0.00 $0.00 $0.00 $0.00 0%$11,615,157.00 $0.00 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 10%$0.00 10%$0.00 $0.00 $0.00 $0.00 $11,615,157.00 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- East Carolina Community Development Inc. VISION North Carolina becomes filled with communities of vibrant, affordable homes and economic opportunity. MISSION STATEMENT East Carolina Community Development Inc. (ECCDI) creates opportunities for citizens to: live in healthy, affordable homes, improve their lives, and enhance their economic status. PRINCIPLES Quality housing unlimited by: age, race, color, creed, or economic background. Rural communities require affordable credit to sustain businesses and job opportunities. Partnerships with human service providers stimulate communities to grow and mature. EAST CAROLINA COMMUNITY DEVELOPMENT, Inc. (ECCDI) CORPORATE RESUME Selected Achievements: 1995 – 2020 • Affordable Rental Communities: Developed 670 family and 392 senior homes, and 8 veterans’ only homes. • Hurricane Displacement Assistance: Developed 120 homes, in Lenoir County, NC, for individuals adversely affected by Hurricane Floyd. • Small Business Community Lending: Reloaned over $6.3 million as a community development service to assist: a fitness center, a hardware store, a restaurant, a contractor, two medical facilities, and a boat builder. • Economic Development: Leveraged over $17 million in economic development and supported 200 local jobs. • Social Services: Served over 2,500 individuals in a county-wide social services program. • Affordable Rental Housing Management: Provide quality asset management and investor relations for 16 real estate developments. • Grants: Created ECCDI’s Community Partnership Grant program to aid under-served populations. Operating Divisions Central Administration: This business division supports four (4) full time-equivalent staff members. This efficient team provides governance, strategic direction, management, accounting, financing and oversight of the three lines of business. ECCDI’s streamlined structure requires all administration staff to also provide services in the income-generating divisions. Real Estate Development: Affordable, service-enhanced housing development is our core business. We have successfully produced over 1,070 units to date. That trajectory will result in an additional 440 units over the next three years. We pursue three products: 1) traditional low-income housing tax credit projects, both family and elderly; 2) preservation renovations to the older properties in our portfolio, and 3) profitable development opportunities. Our quality-built and service-enhanced properties require significant at- risk upfront investment. This investment is recouped from development and management fees earned well into the future. We are projecting to close on a low-income tax credit bond development in 2020 which will provide an additional 168 units to families. We have also been awarded funding through 9% Low Income Housing Tax Credits for two (2) developments that will provide an additional 48 units to families and 68 units to seniors. Property & Asset Management: The asset management team oversees 16 well maintained communities that are located in eastern North Carolina. Our portfolio is self-sufficient, attractive and durable. Asset management oversees third party management companies to ensure that properties are run efficiently and are fiscally sound. Inspections and evaluations are conducted quarterly and annually to verify that they operate as socially responsible assets. KEITH D. WALKER 103 Turners Creek Road Beaufort, NC 28516 Professional Experience East Carolina Community Development, Inc. 1995 to Date Beaufort, North Carolina CEO & President Mr. Walker founded East Carolina Community Development, Inc., a private, nonprofit a 501(c)3 corporation in 1995. He established the organization in order to facilitate access to capital for small businesses and to meet the need for quality affordable housing in rural eastern North Carolina. Mr. Walker is the principal officer in charge of setting the organizational mission and establishing the budget priorities for both the for-profit and not for-profit organizations for which ECCDI acts as a catalyst and leader. He is responsible for establishing and maintaining relationships with civic and governmental agencies, funding partners, and financial institutions. He is responsible for the organization’s investment pool, as well as, setting standards of excellence in the provision of affordable housing. ACHIEVEMENTS •Raised and maintains a loan fund sponsored by the US Government of $22 million to be investedin the rural communities of eastern North Carolina. •Raised development capital in excess of $80 million for affordable housing developments inrural eastern North Carolina utilizing Section 42 Low Income Housing Tax Credits as a vehiclefor funding. •Established four non-profit companies that have succeeded in raising more than $2 million for the good of the low-income communities and having a quantifiable economic impact on thecommunities they serve. •Development of a loan pool that has increased economic new development in housing in theamount of $20 million. •Development of seventeen affordable housing developments and one supportive housingdevelopment, amounting to more than 870 affordable housing units. Carteret Community Action, Inc. / Community State Block 1992 to 1995 Beaufort, North Carolina Grant Director Developed the mission and budget program protocols for the Community Service Programming located in a nine-county area. Responsible for implementing leverage type social services in low income and low wealth communities of Eastern North Carolina. Responsible for an agency budget of $7 million. Additional responsibilities included community grant development, strategic planning and direct staff and client case management. Affiliated Corporations Camellia Court 44 units of Senior Housing Keith D. Walker, President Morehead City, NC established 1998 Camellia Court, Inc. Troon 44 units of Senior Housing Keith D. Walker Beaufort, NC established 2001 Troon Apartments, LP Phoenix Park 48 units of Multi-family Housing Keith D. Walker, VP Jacksonville, NC established 2002 Phoenix Park Housing of Jacksonville, Inc. Blue Point Bay 64 units of Multi-family Housing Keith D. Walker, President Morehead City, NC established 2004 Blue Point Bay Housing of Morehead City, Inc. Phoenix Park II 48 units of Multi-family Housing Keith D. Walker, President Jacksonville, NC established 2006 Phoenix Park II Housing of Jacksonville, Inc. Fox Hollow 44 units of Senior Housing Keith D. Walker, President Jacksonville, NC established 2006 Fox Hollow Housing of Jacksonville, Inc. Edenbridge 40 units of Senior Housing Keith D. Walker, President Morehead City, NC established 2007 Edenbridge Housing of Morehead City, Inc. Emmerdale 46 units of Multi-family Housing Keith D. Walker, President Jacksonville, NC established 2007 Emmerdale Housing of Jacksonville, Inc. Castle Glen 32 units of Senior Housing Keith D. Walker, President Newport, NC established 2008 Castle Glen Housing Of Newport, Inc. Longbourne 44 units of Senior Housing Keith D. Walker, President Jacksonville, NC established 2008 Longbourne Housing of Jacksonville, Inc. Meadow’s Gate 80 units of Multi-family Housing Keith D. Walker, Manager Jacksonville, NC established 2010 Meadow’s Gate, LLC Wellington Grove 88 units of Multi-family Housing Keith D. Walker, President Jacksonville, NC established 2012 Wellington Grove Housing Of Jacksonville, Inc. Compass Pointe at 8 units of Supportive Housing Keith D. Walker, Manager Meadow’s Gate for homeless & disabled Compass Pointe at Meadow’s Jacksonville, NC Veterans Gate, LLC established 2015 Eastport at the Park 48 units of Multi-family Housing Keith D. Walker, Manager Beaufort, NC established 2016 Eastport at the Park, LLC Cypress Cove 200 units of Multi-family Housing Keith D. Walker, President Wilmington, NC established 2019 Cypress Cove Housing of Wilmington, Inc. Elijah’s Landing 168 units of Multi-family Housing Keith D. Walker, President Morehead City, NC in progress Elijah’s Landing Housing of Morehead City, Inc. Eastport II at the Park 48 units of Multi-family Housing Keith D. Walker, President Beaufort, NC in progress Eastport II at the Park Housing Of Beaufort, Inc. The Covenant Senior 68 units of Senior Housing Keith D. Walker, President Housing in progress The Covenant Senior Housing Castle Hayne, NC of Castle Hayne, Inc. Parachute Management Management of 934 apartment Keith D. Walker, President and Company, LLC units in 16 Apartment Communities Member/Manager Established 2016 Olde Beaufort Village 25 affordable single-family Keith D. Walker Beaufort, NC housing lots Developer Huff Drive 14 affordable single-family Keith D. Walker Jacksonville, NC housing lots Developer Uplands Park 28 affordable single-family Keith D. Walker Kinston, NC housing for flood victims Developer Summerfield 8 affordable single-family Keith D. Walker Wallace, NC housing for flood victims Developer Experience 1985-1992 Eckerd Family Youth Alternatives Master Counselor/Supervisor Newport, North Carolina Counseled at risk teenagers in a residential wilderness education program. Supervised up to 60 teens and 10 counselors. Duties included crisis intervention, goal setting, bi-weekly client evaluations, and yearly staff progress reports. Education 2002 Duke University – Certificate of Non Profit Management Organizational Affiliations Community Development Society – Member Columbus, Ohio Carteret Community College Foundation – Member, Board of Directors Morehead City, North Carolina North Carolina Rural Economic Development Institute – Member Raleigh, North Carolina Cape Lookout Marine Science High School – former Member, Board of Directors Morehead City, North Carolina First Citizens Bank – Past Chairman, Board of Directors Beaufort, North Carolina Duke Non-Profit Management Group – Member Durham, North Carolina Beaufort Fire Department – Former Fire Fighter Beaufort, North Carolina North Carolina Coastal Federation – Past Member, Board of Directors Newport, North Carolina Navigator Rotary – Member Morehead City, North Carolina Housing Name City County Type of Housing Housing Cost Date CompletedCamellia Court Morehead City, NC Carteret Senior 44 $2,675,647 December-98 Elm Green Newport, NC Carteret Multi-family 48 $3,497,377 December-99 Troon Beaufort, NC Carteret Senior 44 $3,288,975 November-00 Weatherstone Park New Bern, NC Craven Senior 44 $3,293,134 April-01 Uplands Park Kinston, NC Lenoir Single family/flood 28 $1,200,000 February-02 Kings Mill Newport, NC Carteret Senior 44 $3,503,121 September-02 Phoenix Park Jacksonville, NC Onslow Multi-family 48 $4,309,133 October-02 Southhall Beaufort, NC Carteret Single family 9 $900,000 November-02 Summerfield Wallace, NC Duplin Single family/flood 1 $150,000 June-04 Blue Point Bay Morehead City, NC Carteret Multi-family 64 $5,500,000 December-04 Phoenix Park II Jacksonville, NC Onslow Multi-family 48 $4,500,000 October-06 Fox Hollow Jacksonville, NC Onslow Senior 44 $4,100,000 December-06 Huff Drive Jacksonville, NC Onslow Single family low to 14 $2,100,000 December-06 Edenbridge Morehead City, NC Carteret Senior 40 $4,300,000 February-07 Emmerdale Jacksonville, NC Onslow Multi-family 46 $4,800,000 November-07 Castle Glen Newport, NC Carteret Senior 32 $3,500,000 March-08LongbourneJacksonville, NC Onslow Senior 44 $4,800,000 June-08 Meadow's Gate Jacksonville, NC Onslow Multi-family 80 $8,406,000 October-10 Glenstal Jacksonville, NC Onslow Senior 56 $7,513,000 November-11 Wellington Grove Jacksonville, NC Onslow Multi-family 88 $11,633,022 January-13 Compass Pointe Jacksonville, NC Onslow Multi-family, Veterans 8 $949,126 November-15 Eastport at the Park Beaufort, NC Carteret Multi-Family 48 $6,099,478 March-16 Cypress Cove Wilmington, NC New Hanover Multi-Family 200 $26,288,027 Jan-19 Housing Name City County Type of Housing Housing Anticipated Anticipated Elijah's Landing Morehead City, NC Carteret Multi-family 168 $27,206,175 Nov-23 The Covenant Senior Housing Castle Hayne, NC New Hanover Senior 68 $15,971,000 Apr-23 Eastport II at the Park Beaufort, NC Carteret Multi-Family 48 $8,964,722 Apr-23 The Covenant Senior Housing-Phase II Castle Hayne, NC New Hanover Multi-Family 72 $16,910,471 Oct-24 Jacksonville Parcel (no name yet)Jacksonville Onslow Senior 68 $16,347,207 Oct-24 Program Name Type of Program Location No. People Served Date StartedIRP Lending USDA - Rural Rural NC 200 December-98 B&I Loan Guarantee USDA - Rural Rural NC 400 anticipated October-08 Program Name Type of Program Location No. People Served Date Started Grant Community Rural NC 389+; grant recipients June-11 Education Charter High School Morehead City 125 March-98 IDA 20 January-99 USDA RIDA Program Three Counties 60 January-00 Alliance Cultivating Opportunities and Resources in Neighborhoods Family Services Carteret County 2,500 July-99 Broad Street Clinic Health Care Morehead City 1,500 May-00 Morehead City Gov.Revitalization Morehead City 400 March-01 Microenterprise New Business Morehead City 200 March-02 Port City Java Retail New Hanover 20 September-04Retail coffee shop Savings program Provided parent education and Assisted Clinic in applying for Assisted the Planning Dept. in Wrote Microenterprise Program Activities Assisted six nonprofit Applied, received, and Individual Development Carteret and Craven Counties Assisted in a special match savings program for Business and Community Programs DescriptionLoaned out ~ $6,369,437 to USDA guarantees rural area Community Development Programs East Carolina Community Development Inc. [ ECCDI]EXPERIENCE PORTFOLIOAffordable Housing Communities - Completed Affordable Housing - Pipeline KEITH D. WALKER 103 Turners Creek Road Beaufort, NC 28516 Professional Experience East Carolina Community Development, Inc. 1995 to Date Beaufort, North Carolina CEO & President Mr. Walker founded East Carolina Community Development, Inc., a private, nonprofit a 501(c)3 corporation in 1995. He established the organization in order to facilitate access to capital for small businesses and to meet the need for quality affordable housing in rural eastern North Carolina. Mr. Walker is the principal officer in charge of setting the organizational mission and establishing the budget priorities for both the for-profit and not for-profit organizations for which ECCDI acts as a catalyst and leader. He is responsible for establishing and maintaining relationships with civic and governmental agencies, funding partners, and financial institutions. He is responsible for the organization’s investment pool, as well as, setting standards of excellence in the provision of affordable housing. ACHIEVEMENTS •Raised and maintains a loan fund sponsored by the US Government of $22 million to be investedin the rural communities of eastern North Carolina. •Raised development capital in excess of $80 million for affordable housing developments inrural eastern North Carolina utilizing Section 42 Low Income Housing Tax Credits as a vehiclefor funding. •Established four non-profit companies that have succeeded in raising more than $2 million for the good of the low-income communities and having a quantifiable economic impact on thecommunities they serve. •Development of a loan pool that has increased economic new development in housing in theamount of $20 million. •Development of seventeen affordable housing developments and one supportive housingdevelopment, amounting to more than 870 affordable housing units. Carteret Community Action, Inc. / Community State Block 1992 to 1995 Beaufort, North Carolina Grant Director Developed the mission and budget program protocols for the Community Service Programming located in a nine-county area. Responsible for implementing leverage type social services in low income and low wealth communities of Eastern North Carolina. Responsible for an agency budget of $7 million. Additional responsibilities included community grant development, strategic planning and direct staff and client case management. Affiliated Corporations Camellia Court 44 units of Senior Housing Keith D. Walker, President Morehead City, NC established 1998 Camellia Court, Inc. Troon 44 units of Senior Housing Keith D. Walker Beaufort, NC established 2001 Troon Apartments, LP Phoenix Park 48 units of Multi-family Housing Keith D. Walker, VP Jacksonville, NC established 2002 Phoenix Park Housing of Jacksonville, Inc. Blue Point Bay 64 units of Multi-family Housing Keith D. Walker, President Morehead City, NC established 2004 Blue Point Bay Housing of Morehead City, Inc. Phoenix Park II 48 units of Multi-family Housing Keith D. Walker, President Jacksonville, NC established 2006 Phoenix Park II Housing of Jacksonville, Inc. Fox Hollow 44 units of Senior Housing Keith D. Walker, President Jacksonville, NC established 2006 Fox Hollow Housing of Jacksonville, Inc. Edenbridge 40 units of Senior Housing Keith D. Walker, President Morehead City, NC established 2007 Edenbridge Housing of Morehead City, Inc. Emmerdale 46 units of Multi-family Housing Keith D. Walker, President Jacksonville, NC established 2007 Emmerdale Housing of Jacksonville, Inc. Castle Glen 32 units of Senior Housing Keith D. Walker, President Newport, NC established 2008 Castle Glen Housing Of Newport, Inc. Longbourne 44 units of Senior Housing Keith D. Walker, President Jacksonville, NC established 2008 Longbourne Housing of Jacksonville, Inc. Meadow’s Gate 80 units of Multi-family Housing Keith D. Walker, Manager Jacksonville, NC established 2010 Meadow’s Gate, LLC Wellington Grove 88 units of Multi-family Housing Keith D. Walker, President Jacksonville, NC established 2012 Wellington Grove Housing Of Jacksonville, Inc. Compass Pointe at 8 units of Supportive Housing Keith D. Walker, Manager Meadow’s Gate for homeless & disabled Compass Pointe at Meadow’s Jacksonville, NC Veterans Gate, LLC established 2015 Eastport at the Park 48 units of Multi-family Housing Keith D. Walker, Manager Beaufort, NC established 2016 Eastport at the Park, LLC Cypress Cove 200 units of Multi-family Housing Keith D. Walker, President Wilmington, NC established 2019 Cypress Cove Housing of Wilmington, Inc. Elijah’s Landing 168 units of Multi-family Housing Keith D. Walker, President Morehead City, NC in progress Elijah’s Landing Housing of Morehead City, Inc. Eastport II at the Park 48 units of Multi-family Housing Keith D. Walker, President Beaufort, NC in progress Eastport II at the Park Housing Of Beaufort, Inc. The Covenant Senior 68 units of Senior Housing Keith D. Walker, President Housing in progress The Covenant Senior Housing Castle Hayne, NC of Castle Hayne, Inc. Parachute Management Management of 934 apartment Keith D. Walker, President and Company, LLC units in 16 Apartment Communities Member/Manager Established 2016 Olde Beaufort Village 25 affordable single-family Keith D. Walker Beaufort, NC housing lots Developer Huff Drive 14 affordable single-family Keith D. Walker Jacksonville, NC housing lots Developer Uplands Park 28 affordable single-family Keith D. Walker Kinston, NC housing for flood victims Developer Summerfield 8 affordable single-family Keith D. Walker Wallace, NC housing for flood victims Developer Experience 1985-1992 Eckerd Family Youth Alternatives Master Counselor/Supervisor Newport, North Carolina Counseled at risk teenagers in a residential wilderness education program. Supervised up to 60 teens and 10 counselors. Duties included crisis intervention, goal setting, bi-weekly client evaluations, and yearly staff progress reports. Education 2002 Duke University – Certificate of Non Profit Management Organizational Affiliations Community Development Society – Member Columbus, Ohio Carteret Community College Foundation – Member, Board of Directors Morehead City, North Carolina North Carolina Rural Economic Development Institute – Member Raleigh, North Carolina Cape Lookout Marine Science High School – former Member, Board of Directors Morehead City, North Carolina First Citizens Bank – Past Chairman, Board of Directors Beaufort, North Carolina Duke Non-Profit Management Group – Member Durham, North Carolina Beaufort Fire Department – Former Fire Fighter Beaufort, North Carolina North Carolina Coastal Federation – Past Member, Board of Directors Newport, North Carolina Navigator Rotary – Member Morehead City, North Carolina ECCDI- Experience Highlight-3 Completed Properties Eastport at the Park 498 Camden Rd Beaufort, NC 28516 48 units, New Construction (252)838-9370 Placed in Service: 2016 Eastport at the Park is a 48-unit affordable housing apartment community located in Beaufort, NC. The community offers beautiful two-bedroom and three-bedroom apartments. The apartments include central heating and air conditioning, dishwashers, stove/ovens, refrigerators, washer/dryer hookups, carpeting, ceiling fans, and mini-blinds. Eastport at the Park was developed as an affordable housing community that targets income qualifying residents with incomes at or below 60% of the median income. Each household's applicable income limit is determined by household size and availability. In developing the property, ECCDI worked with the local neighborhood to garner their input and inclusion in the process and we had to get the property rezoned by attending numerous public hearings and meetings and making sure the development fit within the City’s long range comprehensive plan. We also insured that the future residents would be connected to existing human service agencies in the community to obtain the services they needed to prosper. As a result of this development and Eastport Phase II, which is in the pre-development stage, We will be the largest contributor of units in this growing, revitalized quadrant of Beaufort. CAHEC participated as the equity provider so there are many services available to the residents, including a Scholarship program, for which eligible residents can apply for. The total development cost for this community was approximately $5,954,896 million. ______________________ Cypress Cove Apartments 331 S Turners Run Wilmington, NC 28405 200 units, New Construction (910) 833-5043 Placed in Service: 2019 Cypress Cove is a distinguished community consisting of 200 units in Wilmington, NC. This community was built utilizing 4% LIHTC and tax-exempt bonds. We worked very closely with the City, neighborhood, and the Wilmington Housing Authority to develop this community. It took the partners 2.5 years to get this property rezoned, all the while working with the community, and 18 months to construct. The total cost was $26,327,240 million. We worked with Mary Nash Rusher on the issuance of the bonds and have a letter of support from Wilmington in our proposal because they have been very impressed with the development and partnership. The development has a total of 40 one-bedroom units and 80 two-bedroom units and 80 three-bedroom units. Each unit includes central heating and air conditioning, dishwasher, stove/oven, refrigerator, washer/dryer hook-ups, durable flooring throughout with carpeting in the bedroom and mini-blinds. Parking for vehicles is provided on-site. The support and sponsorship of the Wilmington Housing Authority have been magnificent. Other on-site services provided by human service agencies in the area, increase the quality of life for the residents that live at Cypress Cove. CAHEC was the equity provider in this development and it was awarded the Rex Tiller Foundation Grant for a computer center. Additionally, the development received a Wellness Grant for additional playground and tot lot equipment for the residents. Additionally, there is a Scholarship program available for the residents. ______________________ Wellington Grove 300 Carolina Forest Blvd Jacksonville, NC 28456 88 units, new construction (910)353-2411 Placed in Service: 2013 Wellington Grove is a distinguished community serving individuals and families earning 60% or less than the AMI in Jacksonville, NC. The community offers 8 one-bedroom/one-bath apartments and 40 two-bedroom/ one bath, and 40 three bedroom/ two-bath apartments located in 6 buildings. Each apartment includes central heating and air conditioning, dishwasher, stove/oven, refrigerator, washer/dryer hook-ups. ceiling fans, and mini blinds. Wellington Grove had the unfortunate circumstance of being hit by Hurricane Florence and 53 of our 88 units had to be re-built. ECCDI took this challenge in stride and was able to receive the insurance proceeds and the loans necessary to get these units re-built and placed back in service quickly. Wellington Grove is a beautiful community today and you would never know of the obstacles that it overcame. The total development cost of this community prior to the hurricane was $ 11,151,707 million. There was an additional $8,598,646 million of damage that had to be overcome. CAHEC participated as the equity provider so there are many services available to the residents, including a Scholarship program, for which eligible residents can apply for. ROBERT L. CAMPBELL CELL: (910) 264-0732 EMAIL: NBCC401@YAHOO.COM PROFILE Retired Marine Officer, Leader, Pastor, Community Activist and Businessman. My personal and ministry missions are both to serve low-income and marginalized in our community. For 18 years I’ve worked to this end, and routinely mobilized racially diverse organizations to advocate for children and adults in issues from the schoolhouse to the courthouse. I strive to address the social determinates of health and wealth, promote racial justice, reduce disparity in housing, reduce school suspension and minority incarceration. We are community partners as we provide emergency food and shelter during disaster recovery and use the church resources to advocate and build workforce housing. I work closely with law enforcement, to advocate for diversity in hiring, provide counsel around race related shootings, and suggest programs to reduce gang violence. As chairman of ECCDI, we built 200 units of workforce housing, $21M. I leveraged my knowledge, church land, Tax-Credits and strategic partnerships to build workforce housing. As a member of NHRMC (PAG) Partnership Advisory Group; it started out negative, I held urban forums about equity and access for black and brown citizens until the education turned it into a positive toward the sale of the hospital! WORK EXPERIENCE Retired, US Marine Corps - 26 years, 2 combat tours, vast leadership positions - Enlisted to Officer: Staff-Sergeant, Chief Warrant Officer-3, Commissioned Officer-Major - Co. Commander 320 Marines, multi-million-dollar budgets Senior Pastor- Serving Low-Income Citizens - Led dying 25-member church into multi-million-dollar ministry - Purchased 23 acres of land for community economic development - Zoned 9 acres workforce housing for senior citizens, $11M - Zoned 10 acres workforce housing for families, $17M - Started $1.3M Community Network to serve low-income Medicaid clients across New Hanover and Onslow Counties - Current President of Wilmington Ministerial Alliance; 15 years mobilizing diverse groups to advocate to improve social determinates of health, wealth, and inequality Founder/CEO; Campbell Legacy Investments - Licensed Realtor in two states: CA and NC - Purchase, repair, rent, and manage residential, multi-family and commercial real estate across 5-states - Used personal experience to improve public workforce housing Team-Player, Leader and Community Activist - 3 years Chairman, Disproportionate Minority Contact - 4 years Chairman of East Carolina Community Development Inc (ECCDI); workforce housing built in Wilmington and Eastern NC - 6 years Blue-Ribbon Commission on Prevention of Youth Violence - Member of Wilmington Health Access for Teens (WHAT), - Member of Truist Bank, Local Advisory Board - Board member, Wilmington Chamber of Commerce - Member NHRMC Partnership Advisory Group to sell hospital Education - Master of Science in Business Management (MSBM) - Bachelor of Science Business Administration (BSBA) - Licensed Realtor; State of California – 1985 - Licensed Realtor; State of North Carolina- 2005 - Completed Racial Bias Training I and II in 2020 - Serve on Police Chief Community Counsel 2008- present - Multiple Marine Corps Enlisted and Officer Leadership Academies 915 Chestnut Street • Clearwater, FL 33756 Phone 727.461.2200 • Fax 727.461.6047 May 24, 2022 East Carolina Community Development, Inc. P.O. Box 2400 Beaufort, NC 28516 Attn: Mr. Keith Walker Re: The Covenant Senior Housing - Permanent Financing Letter Churchill Mortgage Investment LLC, a subsidiary of Churchill Stateside Group, LLC (collectively defined as the “Lender”), is pleased to provide this Conditional Commitment for permanent financing for the aforementioned proposed affordable housing development. The permanent loan shall be guaranteed by the Section 538 USDA-RD Guaranteed Rural Rental Housing Loan Program. The terms and conditions of the proposed financing are as follows: Subject Property: The Covenant Castle Haines, NC Borrower: The Covenant Senior Housing, LLC Loan Amount: $2,300,000 (subject to LTV and DSCR constraints described below) USDA Guarantee: Up to 90% of the Loan Amount Guarantors: East Carolina Community Development Inc. (non-recourse except for standard carve-outs) Security: First Deed of Trust with assignment of rents on the subject property and improvements to be constructed thereon; legal description to govern. Interest Rate: 6.00%; not including the USDA-RD annual guarantee fee. Term/Amortization: 40/40 Loan-to-Value: 90% maximum on 538 debt; 100% on all mandatory-pay debt Debt Service Coverage Ratio: 1.15 minimum; based on mandatory-pay debt service and Lender’s underwritten Net Operating Income. Lender Financing Fee: Greater of $25,000 or 1.5% of loan amount. Lender Application Fee: $5,000 due at acceptance of application by Borrower. Other Fees: The Borrower shall be responsible for the Lender’s reasonable legal fees, all third party reports, and any other reasonable fees incurred during the processing of the Borrower’s application with USDA and the loan closing. USDA Initial Guarantee Fee: 0.65% of the USDA Guarantee, due at closing. A fee of 0.60% is available for Workforce Housing projects, Green New Construction / Substantial Rehabilitation, or Preservation of Existing Section 515, 514/516 Rural Development Properties. The fee is due and payable to The Covenant Senior Housing Page 2 USDA prior to issuance of the Loan Note Guarantee and is a condition of loan closing. USDA Annual Guarantee Fee: USDA offers a 0.25% fee for Workforce Housing projects, Green New Construction / Substantial Rehabilitation or Preservation of Existing Section 515, 514/516 Rural Development Properties. Replacement Reserve: USDA standard replacement reserve of $1,000 per/unit to have accumulated by the end of the third year. Funding of the Permanent Loan is conditioned upon, but not limited to, the following: 1. Receipt and review by Lender of all due diligence items and applicable third party reports; 2. Approval of the proposed transaction by Lender’s Investment Committee; 3. Approval of the USDA Conditional Commitment application by USDA; 4. Lien-free completion of the proposed improvements acceptable to Lender and USDA; 5. 90% occupancy for 90 consecutive days prior to issuance of Permanent Loan Note Guarantee; 6. Resolution of all conditions set forth in the USDA and Lender Conditional Commitments; and, 7. Payment of all fees, escrows and reserve deposits required by the Lender and USDA. This conditional commitment shall expire if all conditions set forth above are not met within one-hundred eighty (180) days from acceptance of the terms and conditions set forth herein, or it is mutually agreed by the Lender and Borrower to terminate this agreement. The Borrower can request up to three (3), one month extensions beyond the initial one-hundred eighty (180) day period. Said extensions shall be at the sole discretion of the Lender. Thank you for the opportunity to provide financing for this project. Please let me know if you have any questions related to this matter. Sincerely, CHURCHILL MORTGAGE INVESTMENT, LLC By: Dan Duda Senior Vice President July 13, 2021 East Carolina Community Development, Inc. c/o Mr. Keith Walker PO Box 2400 Beaufort, NC 28516 Re: The Covenant Senior Housing Castle Hayne, New Hanover County, North Carolina ("the Project") Dear Mr. Walker: This letter sets forth the proposal upon which Affordable Housing Equity Fund III Limited Partnership (“AHEF III”) or one or more of an affiliated group of funds ("Investor") will make an equity investment in The Covenant Senior Housing, LLC ("Ownership Entity"). CAHEC Fund GP, LLC ("CAHEC") is the general partner of Investor. This proposal is based on the information you supplied us beginning April 2020, as well as the assumptions contained in your tax credit application. Any material change in this information may affect Investor’s offer. For purposes of this letter, the term “Ownership Entity” shall mean the limited partnership or limited liability company which is or will be the owner of the property and the term “Manager” shall mean the general partner or managing member, respectively, of such ownership entity. SECTION A-OWNERSHIP ENTITY & DEVELOPMENT TEAM: Ownership Entity: The Covenant Senior Housing, LLC Ownership Interest: Investor(s): 99.99% Affordable Housing Equity Fund III Limited Partnership or an affiliated fund Manager(s): 0.01% The Covenant Senior Housing of Castle Hayne, Inc. Guarantor(s): East Carolina Community Development, Inc. Developer: East Carolina Community Development, Inc. Architect: TightLines Designs General Contractor: East Point Homes, LLC Management Agent: Remnant Management, Inc. Accountant: Bernard Robinson Company, LLP Attorney: Currin Law, PLLC Investor reserves the right to approve any of the above entities as well as other members of the development team including proposed Guarantor(s) and/or third-party professionals. 2 CAHEC Draft Commitment Letter – The Covenant Senior Housing SECTION B-PROJECT & FINANCIAL DESCRIPTION: Project Name: The Covenant Senior Housing Location: 3100 Alex Trask Drive, Castle Hayne, New Hanover County, North Carolina 28429 Equity Closing: October 1, 2021 Construction Start: October 1, 2021 Construction End: December 31, 2022 100% Qualified Occupancy: July 31, 2023 # of Units, # of Buildings: 68 LIHTC Units, 17 Buildings Construction Type: New Construction Occupancy: Elderly 55+ Set-Aside: 40% at 60% of AMI Income Averaging: No Unit Mix and Income Targeting: Unit Type Income Target (% of AMI) Number of Units Assumed Monthly Rent Units with Rental Assistance National HTF Units* 1 Bedroom 30% 7 $349 n/a 1 Bedroom 30% 2 $349 n/a 2 1 Bedroom 50% 2 $623 n/a 1 Bedroom 50% 3 $623 n/a 3 1 Bedroom 60% 22 $688 n/a 2 Bedroom 30% 5 $425 n/a 2 Bedroom 30% 3 $425 n/a 3 2 Bedroom 50% 4 $753 n/a 2 Bedroom 50% 2 $753 n/a 2 2 Bedroom 60% 18 $815 n/a Assumed Stabilized Occupancy: 93.0% Bonus Depreciation Election: No LIHTC Annual Allocation: $780,200 of Federal 9% Credit Stage: 2020 Reservation Credit Percentage: 9% locked First Year of LIHT Credits: 2023 LIHTC Credit Flow: $422,608 in year 2023 (5.42% of total credits delivered) $780,200 in years 2024 to 2032 (10.00% of total credits delivered) $357,592 in year 2033 (4.58% of total credits delivered) 3 CAHEC Draft Commitment Letter – The Covenant Senior Housing SECTION C- DEBT FINANCING: The following debt sources are listed in order of priority: CONSTRUCTION PERIOD: Manager shall have sufficient construction funding, prior to the closing, to construct the Project. PERMANENT PERIOD: Source: Churchill RD 538 Loan Amount: $2,491,875 Term: 40 years Amortization: 40 years Rate: 3.75% DSCR after Reserves: minimum 1.15 Source: NCHFA RPP Loan Amount: $1,500,000 Term: 20 years Amortization: 20 years Rate: 1.00% DSCR after Reserves: minimum 1.15 SECTION D- CAPITAL CONTRIBUTIONS: Federal LIHTC Price: $0.87 Total Federal LIHTC Credits: $7,802,000 Federal LIHTC Equity Calculation: $7,802,000 (credits) * 0.9999 * $0.87 = $6,787,061 Summary of Capital Contribution: First Installment Second Installment Third Installment Fourth Installment Total Construction $871,982 $2,887,701 $1,603,193 $442,590 $5,805,466 Cash Developer Fee $146,077 $146,077 $219,116 $219,116 $730,386 Operating Reserves $0 $0 $213,809 $0 $213,809 Lease-Up Reserves $0 $20,400 $0 $0 $20,400 Replacement Reserves $0 $0 $0 $17,000 $17,000 Total $1,018,059 $3,054,178 $2,036,118 $678,706 $6,787,061 4 CAHEC Draft Commitment Letter – The Covenant Senior Housing SECTION E-PAY IN SCHEDULE: The following is an outline of Capital Contribution benchmarks whose basis for timing and credit delivery is detailed in the financial projections: 1. First Installment 15% $1,018,059 will be available upon the later of: a) execution of the Ownership Entity operating document (limited partnership agreement or operating agreement) b) funding of the construction loan c) commitment of the permanent loan including rate lock d) receipt of all building permits and approvals e) receipt of all reporting requirements documentation currently due 2. Second Installment 45% $3,054,178 will be available upon the later of: a) completion of construction as evidenced by issuance and receipt of final certificates of occupancy for one hundred percent (100%) of units or if not legally available the architect’s certificate of substantial completion b) receipt and acceptance of lien waivers from all major contractors, subcontractors and materialman c) accountant’s draft cost certification d) receipt of all reporting requirements documentation currently due 3. Third Installment 30% $2,036,118 will be available upon the later of: a) accountant’s final cost certification b) achievement of one hundred percent (100%) qualified occupancy c) achievement of Break Even Operations (the achievement of income on a cash basis from normal operations that equals or exceeds all Operating Expenses on an accrual basis for the period, including, but not limited to, taxes, assessments, funding of the Replacement Reserve, Operating Reserve, and required debt service payments, plus any other expenses that may reasonably be expected to be paid in a subsequent period but will, on an accrual basis, be allocable equally per month over the fiscal year, including, but not limited to, insurance, real estate taxes, audit, tax, or accounting expenses (excluding deductions for cost recovery of buildings, improvements, and personal property and amortization of any financing fees), and any seasonal expenses (including snow removal) that may reasonably be expected to be paid in a subsequent period)for three (3) consecutive months d) achievement of stabilized operations e) receipt of the recorded extended use agreement f) receipt of an “as-built” survey 4. Fourth Installment 10% $678,706 will be available upon the later of: a) receipt of form(s) 8609, form(s) K-1 and allocating agency documents b) documentation of meeting minimum liquidity requirement of $500,000 (held in a segregated account) c) receipt of all reporting requirements documentation currently due The First Installment shall be based on development costs and advanced pro-rata with construction lender. SECTION F-CREDIT ADJUSTER: 1. Adjustment of Credit Amount For each dollar of credit the Project does not generate, Investor will reduce its Capital Contribution by the relevant credit price as stated in Section D. 2. Adjustment of Credit Timing For each dollar of Federal LIHTC the Project has delayed from 5 CAHEC Draft Commitment Letter – The Covenant Senior Housing the first to the final year of credit delivery, Investor will reduce its Capital Contribution by forty-five percent (45%). For each dollar of Federal LIHTC the Project has delivered in excess of $464,385 in 2023 the Investor will increase its capital contribution by forty-five percent (45%) of the amount by which the actual Federal LIHTC generated is greater than the projected Federal LIHTC, provided such increase does not exceed $78,000. Any such increase in the Investor Capital Contribution is subject to availability of funds. In either case and to the extent possible, Investor will reflect the above adjustments out of future Capital Contributions. Adjustment amounts in excess of future Capital Contributions will be made according to the terms of Section L(10) below. 3. Adjustment for Credit Reductions In the event that the actual Federal LIHTC allocated to the Investor with respect to any year is less than the Projected Federal LIHTC for that year, and/or the Accountants determine that the Ownership Entity must recapture any of the Federal LIHTC allocated to the Investor that the Ownership Entity claimed in any previous year, the Investor’s aggregate Capital Contribution shall be reduced by an amount equal to the Federal LIHTC reduction, plus any interest or penalties imposed by the IRS. SECTION G-NET CASH FLOW: Net Cash Flow (defined as the excess of the gross revenue over the sum of the operating expenses), to the extent available (and subject to the terms of any loan documents), shall be distributed and applied within seventy-five (75) days after the close of each fiscal year and at such other times as determined by the Manager, in the following order of priority: 1. Investor for any loans made to the Ownership Entity; 2. Investor in the amount of $6,800 as an asset management fee, which shall increase by 3% annually and shall accrue without interest if not paid. (The fee shall be earned beginning on the date in which the project is placed in service and shall be prorated based on the number of full months that the project was in service for the fiscal year in which the project is placed in service.) 3. Project to replenish operating reserves to the required amount; 4. Developer as payment of any deferred developer fee then due (if applicable); 5. Manager to repay any development loans, operating deficit loans, asset management fee guaranty loans and any other loans made to the Ownership Entity; 6. Manager as an incentive management fee up to a maximum of $68,000; and 7. Investor and Manager according to their percentage interests. SECTION H-DEVELOPER FEE: Estimated Developer Fee: $918,000 Paid from Capital Contribution: $730,386 Deferred to cash flow: $187,614 Subject to final underwriting, the Developer Fee will be paid as shown in the Summary of Capital Contributions table (“SCC Table”) outlined in Section D. The dollar amounts shown in the SCC Table are based on percentages using the current development budget. Any modification of the development budget or flow of funds may impact the dollar amounts and timing of Developer Fee shown. Developer shall earn a developer fee equal to an amount that is no greater than the lesser of (i) the amount in the financial projections or (ii) the amount which the relevant state allocation agency allows to be included in the Project’s eligible basis. Developer Fee shall only be paid out of available Project funds. Any developer fee which remains unpaid after the final capital contribution installment has been funded 6 CAHEC Draft Commitment Letter – The Covenant Senior Housing shall be deferred and bear no interest. Such deferred fee shall be repayable out of available cash flow, but which must be paid no later than 10 years after the Project’s in-service date. SECTION I-PUT AND CALL OPTION & RIGHT OF FIRST REFUSAL: After the 15-year tax credit compliance period and for two (2) years thereafter, provided the Manager is not in material default, the Manager or an affiliate shall have the following rights if: 1. Manager is not a 501(c)(3) organization The purchase will be for an amount equal to the greater of (i) the fair market value of the Investor’s interest as of the date of the closing of the purchase based on the amount of sales proceeds that would be received from a sale of the Ownership Entity assets for fair market value, assuming continued use of the Project for low-income housing for at least fifteen (15) years after the end of the compliance period; or (ii) the sum of all federal, state and local taxes payable by the Investor attributable to such sale. 2. Manager is a 501(c)(3) organization The purchase will be for an amount equal to the sum of (i) the principal amount of all outstanding indebtedness; (ii) all federal, state and local taxes of the Ownership Entity and its partners/members attributable to such sale; provided however, that such price shall not be less than the minimum purchase price defined in IRS Code §42. Such right of first refusal shall be conditioned upon the Manager’s agreement that the Project will be maintained for low-income use for at least fifteen (15) years after the later of the end of the compliance period or the date of purchase. 3. Put and Call Option The Amended and Restated Partnership Agreement will provide language for an equitable exit strategy for both the Manager and Investor. At the Investor’s option, any time following the compliance period, the Investor may offer to sell its interest to the Manager for $1,000 per unit. If this offer is made and not accepted by the Manager, the Manager will agree to sell its interest to the Investor for $100 per unit. SECTION J-RESIDUAL ALLOCATIONS: The net proceeds of a sale or refinancing of the Project shall be distributed in the following priority: 1. Investor to account for any outstanding amount due and/or any taxes (if applicable); 2. Investor to repay any loans made to the Project; 3. Manager to repay any development loans, operating deficit loans, asset management fee guaranty loans and other loans made to the Project; 4. To pay the balance one-hundredth percent (0.01%) to the Manager and ninety-nine and ninety-nine one-hundredths percent (99.99%) to the Investor. SECTION K-RESERVES: 1. OPERATING: Amount: $213,809 (based on minimum of six (6) months debt service, operating expenses and other reserve requirements) or higher if required by lender or relevant state allocating agency Timing: funded from Third Installment Authorization of Use: upon approval of Investor 2. REPLACEMENT: Initial Deposit: $17,000, based on lender requirements Ongoing Deposits: $250/unit/year increasing at 4%/unit/year, or higher if required by lender or relevant state allocating agency Timing: initial deposit funded from the fourth installment; ongoing deposits funded beginning in the month achievement of one hundred percent (100%) qualified occupancy or sooner, if required by any lender 7 CAHEC Draft Commitment Letter – The Covenant Senior Housing Authorization of Use: upon approval of Investor 3. LEASE UP: Amount: $20,400 or higher if required by relevant state allocating agency Timing: funded from Second Installment Post Lease Up: Excess funds following the one hundred percent (100%) qualified occupancy shall be transferred to Operating Reserve, or if the Operating Reserve is fully funded, released to the cash flow of the Ownership Entity SECTION L-GUARANTEE OBLIGATIONS: Manager, entity(s), and/or individual(s) including spouse/partner, as applicable (collectively the “Guarantor(s)”) and acceptable to Investor, will make the following guarantees, whose obligations will be joint and several: 1. Unconditional Construction Completion Guaranty Manager and approved Guarantor(s), in addition to General Contractor, shall guarantee the due and punctual completion of construction and/or rehabilitation of the Project in accordance with the terms and requirements of the Agreement (including payment of Development Loans), the loan documents and project documents, free and clear of any liens or claims of liens in the manner and within the time necessary to comply with the Agreement, loan documents and project documents including all future amendments. 2. Stabilized Operations Manager and/or an approved Guarantor shall guarantee (i) to achieve Completion of Construction, (ii) to operate at Breakeven Operations for three (3) consecutive months, (iii) to achieve 1.15 Debt Service Coverage for three (3) consecutive months, (iv) to achieve one hundred percent (100%) Qualified Occupancy, (v) to close all permanent loans identified in Section C and, (vi) to fund fully the Operating Reserve. 3. Development Loans Manager and/or approved Guarantor shall in the event that there are insufficient proceeds to (i) achieve Stabilized Operations, (ii) arrive at Cost Certification, and (iii) make scheduled payments due under the construction loan or repay the construction loan in full, shall loan funds to the Ownership Entity to pay costs and expenses that become due and payable. 4. Operating Deficit Loans Manager and/or an approved Guarantor shall if at any time or from time to time after achievement of Stabilized Operations, an Operating Deficit exists which is not funded from the Operating Reserve, shall loan funds to the Ownership Entity in an amount equal to the Operating Deficit. The Operating Deficit Loan obligation shall continue until the qualifications of the final Investor Capital Contribution Installment have been satisfied and the Ownership Entity has achieved Breakeven Operations for at least five (5) years, provided, however, that the Operating Deficit Loan obligation shall indefinitely continue if the Operating Reserve is not fully funded as outlined in Section K. The maximum aggregate Operating Deficit Loan amount shall be an amount equal to the greater of $213,809 and six (6) months debt service, expenses, and reserves ("Deficit Cap"). Any repayment to the Guarantor(s) of the Deficit Guarantee shall be repaid by the Ownership Entity without interest out of excess operating cash flow or out of excess proceeds of a sale or refinancing after funding replacement reserves. In no event, however, shall the payment of operating deficits from any reserve reduce the Deficit Cap. 5. Developer Fee Guaranty Contributions Manager and/or approved Guarantor shall agree to contribute to the Ownership Entity an amount sufficient to pay any outstanding deferred developer 8 CAHEC Draft Commitment Letter – The Covenant Senior Housing fee amounts at the end of such 10-year term. 6. Management Fees The Management Agent shall receive a management fee payable by the Owner. Any successor Management Agent shall be entitled to receive management fees in an amount and under terms acceptable to the Investor, the lender(s) (if applicable), and any relevant governmental authority. If the Management Agent is the Manager, Developer, or an affiliate of either, the Management Agent will defer payment of the management fee to the extent necessary to prevent a default under the term loan(s) or to prevent an operating deficit from occurring. Any deferred management fee shall be paid from Net Cash Flow in accordance with Section G. 7. Reserved. 8. Net Assets and Liquidity Guarantor(s) will maintain a minimum net worth of $5,000,000 and a minimum liquidity of $1,000,000 during the Project’s compliance period. Jointly held assets may be discounted. Accurate and current documentation of net assets and liquidity will minimize discounting in the threshold analysis. 9. Repurchase After the closing of Investor's investment in the Ownership Entity, if the Project fails to satisfy any of the following material conditions, the Manager or Guarantor(s) shall be required, at Investor's election, to repurchase Investor’s interests in the Ownership Entity at a price equal to Investor’s then current equity in the Project: a) the basis of the Project as of the date specified in the Carryover Allocation Agreement did not equal at least ten percent (10%) of the reasonably anticipated basis of the Project as of December 31, 2022; b) all buildings in the Project have not been placed in service in accordance with the requirements of Section 42 of the Code on or prior to December 31, 2022; c) the Company has not met all state allocating agency requirements for IRS Form(s) 8609 and has not submitted all applicable IRS Form(s) 8609 application and certification documents to the state allocating agency by March 1 of the year that the tax return will be filed claiming the Federal LIHT Credit; d) the amount of Federal LIHT Credit reflected on the IRS Form(s) 8609 is less than seventy percent (70%) of the Anticipated Federal LIHT Credit; e) the Project fails to achieve the minimum set-aside test or the rent restriction test under Section 42(g) of the Code prior to the end of the first year of the Federal LIHT Credit Period; f) Stabilized Operations has not occurred within eighteen (18) months following the Completion of Construction; or g) at any time before Stabilized Operations, an action is commenced and successfully executed to foreclose, abandon, or permanently enjoin the construction and/or rehabilitation of the Project or any commitment for the Term Loans is withdrawn and is not replaced by a comparable commitment acceptable to the Investor within a reasonable period of time. 10. Credit Adjuster Contribution If any adjustment in accordance with Section F exceeds the amount of all subsequent Capital Contribution Installments of the Investor, the Manager shall make a Credit Adjuster Contribution to the Ownership Entity equal to the amount of the shortfall and the 9 CAHEC Draft Commitment Letter – The Covenant Senior Housing Ownership Entity shall thereafter make a special distribution to the Investor, neither to reduce nor to be limited by Net Cash Flow, equal to the amount. The Manager’s obligation to make a Credit Adjuster Contribution shall be guaranteed by the approved Guarantor. SECTION M-REPORTING: The Manager shall furnish at the end of each calendar month a monthly construction reports and documentation in the form provided by the Investor. The Manager shall furnish the Investor with certain financial and compliance reports during the compliance period. Financial reports typically include but are not limited to annual Manager audited financial statements, Ownership Entity audited financial statements, tax returns and K-1’s, trial balance and operating budget. Copies of all required relevant state allocating agency compliance reports shall be furnished consistent with the State’s required frequency. During the qualification period the type and frequency of standard report submission is typically greater. The Ownership Entity operating document shall also contain a provision for assessing a fine in the amount of $150 per day for non-compliance with reporting requirements. The Investor reserves the right to remove and replace the Project Accountant upon failure to perform its duties relative to assisting the Manager in adhering to the reporting requirements. SECTION N-DUE DILIGENCE AND CLOSING PROCESS: Upon receipt of an executed copy of this letter, the parties shall agree upon a schedule for completing a due diligence review of the Project and preparing and executing the necessary transaction documents. SECTION O-ADDITIONAL CONDITIONS: Manager and/or Guarantor(s) will execute all applicable individual and corporate authorizations for credit, criminal and other background checks as deemed necessary by CAHEC and/or the Investor. Closing of Investor’s investment in the Ownership Entity shall be conditional upon, but not limited to, the review and acceptance of (i) Guarantor(s) financial condition; (ii) the general contractor obtaining a payment and performance bond; (iii) satisfactory construction plan and cost review; (iv) the Manager and/or other entity acceptable to Investor indemnifying the Investor against losses and damages associated with environmental hazards; (v) organizational structure; (vi) environmental reports including but not limited to a current Phase I, Lead Based Paint Report (built pre-1979), and Asbestos Report (built pre-1987) as may be applicable; (vii) market study report ordered by Investor must support financial structure and underwriting of the project; (viii) 50% bond test as may be applicable for 4% bond transactions (ix) review of insurance policies that conform to CAHEC’s insurance requirements and; (x) any other information requested by Investor. Upon closing, the Project will be eligible to participate in CAHEC Foundation’s Community Investments designed to invigorate and support historically underserved households and neighborhoods. SECTION P-MISCELLANEOUS: Each party shall pay its own costs and expenses associated with the Project (including, without limitation, attorneys’ fees). If Investor does not close its investment in the Project upon terms substantially similar to this proposal for any reason beyond Investor’s control, Investor shall be reimbursed for its costs and expenses associated with the Project (including, without limitations, attorney’s fees). The Manager acknowledges that it will control the Project, the land upon which the Project is to be built, and shall control the allocation(s) of Federal LIHTCs to such Project, and expects to do so through the completion of the transaction contemplated herein. The Manager acknowledges that no agreement exists, written or otherwise, which would adversely affect its ability to enter into this agreement, and to timely complete the transaction contemplated herein. Investor anticipates incurring expenses and foregoing other opportunities while proceeding toward closing its entry into the Ownership Entity. Investor does so with the understanding that once this commitment has been executed, Manager will not entertain any other 10 CAHEC Draft Commitment Letter – The Covenant Senior Housing proposals regarding the Project (or any substantially similar undertaking) and that all information, terms and materials relating to this transaction will remain confidential. Manager further warrants that, with respect to the Project it has terminated negotiations with competing investment proposals. In consideration of Investor’s investment in the Project, should the transaction close, Manager agrees to give Investor the the right of first refusal to invest in the tax credit equity of any tax credit project built or rehabilitated by the Manager or an affiliate on any contiguous land of the Project within two years after the closing. Except for the Miscellaneous section, the parties acknowledge that nothing herein, or in any other communication between the parties shall create any legally binding or enforceable rights between the parties regarding the Project or Investor’s proposal to invest in the Project unless and until Investor has (i) received Project approval by its investment committee to become an Investor; (ii) has completed its due diligence review of the Project to its satisfaction and all transaction documents have been fully executed by authorized officers of all necessary parties and; (iii) received signed and executed Ownership Entity operating document. Geotechnical Engineering Report The Covenant Castle Hayne, North Carolina February 19, 2021 Prepared for: East Carolina Community Development, Inc. Prepared by: 151 Poole Road, Suite 100 Belville, NC 28451 (910) 383-1044 NC License C-1621 Project No. G2020-281 151 Poole Road, Suite 100 • Belville, NC 28451 • TEL: (910)383-1044 • FAX (910)383-1045 www.capefearengineering.com February 19, 2021 Pamela L. Kostelich East Carolina Community Development, Inc. Sent via email: eccdi-info@eccdi.com RE: Geotechnical Engineering Report The Covenant Castle Hayne, North Carolina Project No: G2020-281 Dear Pamela: Cape Fear Engineering, Inc. (CFE) has completed the geotechnical engineering services for the above referenced project. This report presents the results of the subsurface exploration and provides our geotechnical engineering recommendations. We appreciate the opportunity to provide our services to you on this project. Should you have any questions or if we can be of further assistance, please contact us. Respectfully Submitted, Cape Fear Engineering Glenn W. Hohmeier, P.E. Senior Project Engineer NC Reg. # 033529 TABLE OF CONTENTS 1.0 INTRODUCTION .................................................................................................... 1 1.1 Project Site Location and Description .............................................................. 1 1.2 Scope of Services ......................................................................................... 2 1.3 Project Authorization ..................................................................................... 2 2.0 FIELD EXPLORATION AND LABORATORY TESTING............................................... 3 2.1 Field Exploration ........................................................................................... 3 2.2 Laboratory Testing ........................................................................................ 4 3.0 SUBSURFACE CONDITIONS ................................................................................... 6 3.1 Site Geology ................................................................................................. 6 3.2 Subsurface Soil Conditions ............................................................................. 6 3.3 Groundwater ................................................................................................ 7 4.0 DESIGN AND CONSTRUCTION RECOMMENDATIONS ............................................ 8 4.1 Earthwork - Site Clearing ............................................................................... 8 4.2 Earthwork - Subgrade Preparation and Evaluation ........................................... 9 4.3 Earthwork - Suitable Structural Fill, Placement, and Compaction ....................... 9 4.4 Foundations ................................................................................................10 4.5 Building Floor Slabs .....................................................................................12 4.6 Pavement Design (Typical) ...........................................................................12 4.7 Seismic Evaluation .......................................................................................14 4.8 Construction Considerations .........................................................................14 5.0 REPORT LIMITATIONS ...................................................................................................17 APPENDIX I BORING LOCATION EXHIBIT APPENDIX II CLASSIFICATION SYSTEM FOR SOIL EXPLORATION APPENDIX III BORING LOGS APPENDIX IV SOIL PROFILE Geotechnical Engineering Report The Covenant Castle Hayne, North Carolina 1 CFE Project No.: G2020-281 1.0 INTRODUCTION 1.1 Project Site Location and Description Cape Fear Engineering has completed our geotechnical engineering services for the proposed multi-family project known as The Covenant located in Castle Hayne, North Carolina. The project will include new multi-family structures along with asphalt paved parking, drive lanes, sidewalks, underground utilities, and other infrastructure facilities. The purpose of our geotechnical engineering evaluation was to determine pertinent subsurface information for earthwork, foundation, and pavement design considerations. Plans are to construct seventeen (17) new single-story multi-family buildings and a community building within the project site. The structures will likely consist of slab-on-grade, wood frame wall and roof member construction with various exterior wall finishes, supported on a shallow foundation system. The maximum column and wall loads associated with the new buildings are not expected to exceed 50 kips and 1 to 2 kips per linear foot, respectively. This development will also include new asphalt paved drive lanes and parking areas along with underground utilities and other infrastructure facilities. Based on the previously discussed project information, documents provided by the client, and observations during our site reconnaissance, site fill operations are anticipated to be 2-feet or less to establish finish floor and other project site facility elevations. The project site is an open tract of land comprising approximately 8.78 acres. The site is generally level with moderate grade changes across the project area. The surrounding area includes vacant open and wooded tracts of land and existing residential properties. New Beginning Baptist Church is located immediately north of the site. A site vicinity map showing the project area is provided below. Project Site (approximate) Project Site General Vicinity Geotechnical Engineering Report The Covenant Castle Hayne, North Carolina 2 CFE Project No.: G2020-281 1.2 Scope of Services The purpose of this investigation was to obtain information on the general subsurface conditions within the project area. The subsurface conditions were evaluated to provide our engineering assessments. For this project, the following items were evaluated to provide geotechnical engineering information and recommendations:  General assessment of the soils revealed by the borings performed at the project site, as well as provide the depth of groundwater at the boring locations at the time of drilling.  General location and description of any potentially deleterious materials encountered in the borings that may interfere with earthwork, building and pavement area construction, and the structural performance of the buildings. Potential deleterious materials include existing fills, expansive soils, substantial organics, or other unsuitable materials.  Interpretation of the soil test borings to provide earthwork design and construction recommendations including stripping, grading, engineer requirements for structural fill, placement, and compaction.  Interpretation of the soil test borings to provide recommendations for a shallow foundation system and other foundation construction recommendations for support of the proposed multi-family and community buildings. Design and construction requirements including allowable bearing pressures, foundation sizes, foundation embedment, expected total and differential settlements, foundation excavation preparation, and required foundation observation and testing.  Interpretation of the soil test borings and our experience with similar soil conditions to provide typical pavement section recommendations.  Seismic site class determination in accordance with the 2018 IBC. The scope of services did not include an environmental assessment for determining the presence or absence of wetlands, hazardous or toxic material in the soil, bedrock, surface water, groundwater, or air on, below, or in the vicinity of the project site. 1.3 Project Authorization The Geotechnical Engineering Services were conducted in general accordance with the Cape Fear Engineering proposal (Proposal No. GP2020-151G dated September 9, 2020). Authorization to proceed with our services was received from Pamela L. Kostelich of East Carolina Community Development, Inc. in the form of a signed letter agreement. Geotechnical Engineering Report The Covenant Castle Hayne, North Carolina 3 CFE Project No.: G2020-281 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration The general subsurface soil types were explored by completing Standard Penetration Tests (SPT) in the areas noted in Table I below. The information obtained from our field exploration program was used to assist in developing the design and construction recommendations. Table I – Boring Schedule Boring Number Boring Depth (feet) Boring Location Description B-1 30.0 Building area boring located in the approximate center of the footprint of Building “1”. B-2 30.0 Building area boring located in the approximate center of the footprint of Building “3”. B-3 30.0 Building area boring located in the approximate center of the footprint of Building “5”. B-4 30.0 Building area boring located in the approximate center of the footprint of Building “7”. B-5 30.0 Building area boring located in the approximate center of the footprint of Building “9”. B-6 30.0 Building area boring located in the approximate center of the footprint of Building “11”. B-7 30.0 Building area boring located in the approximate center of the footprint of Building “16”. B-8 30.0 Building area boring located in the approximate center of the footprint of Building “Community Building”. B-9 30.0 Building area boring located in the approximate center of the footprint of Building “12”. P-1 10.0 Pavement area boring located in front of Building “2” within the proposed drive lane/parking area. P-2 10.0 Pavement area boring located in front of Building “4” within the proposed drive lane/parking area. P-3 10.0 Pavement area boring located in front of Building “7” within the proposed drive lane/parking area. P-4 10.0 Pavement area boring located in front of Building “10” within the proposed drive lane/parking area. P-5 10.0 Pavement area boring located in front of Building “15” within the proposed drive lane/parking area. P-6 10.0 Pavement area boring located in front of Building “17” within the proposed drive lane/parking area. Geotechnical Engineering Report The Covenant Castle Hayne, North Carolina 4 CFE Project No.: G2020-281 Standard Penetration Tests were performed in the field in general accordance with ASTM D1586. The tests were performed continuously from the existing ground surface to depths of 10 to 12 feet, and at 5-foot intervals, thereafter, starting at a depth of 13 feet below existing grade. The soil samples were obtained with a standard split-spoon sampler. The sampler was driven with blows of a 140-pound automatic hammer falling 30 inches. The number of blows required to drive the sampler each of four 6-inch increments of penetration was recorded and is shown on the boring logs. The sum of the second and third penetration increments is termed the SPT N-value (uncorrected for automatic hammer). A representative portion of each disturbed split-spoon sample was collected with each SPT, placed in a glass jar, sealed, labeled, and returned to our laboratory for review. The boring locations were established, and the locations were staked in the field by a representative of Cape Fear Engineering. The approximate boring locations are shown on the attached “Boring Location Exhibit” (Appendix I), which was reproduced from a Site Plan provided by the client. 2.2 Laboratory Testing Soil testing provided by Cape Fear Engineering was performed in accordance with American Society for Testing and Materials (ASTM) standards. All soil testing was performed in our Belville, North Carolina laboratory. Representative portions of all soil samples collected during drilling operations were labeled, sealed in a glass jar, and transferred to our laboratory in accordance with ASTM D4220 for classification and analysis. Soil descriptions on the boring logs are provided in general accordance with ASTM D2488 using the Unified Soil Classification System (USCS). Soil samples that were selected for testing were classified in general accordance with ASTM D2487. Some variation can be expected between samples classified using the visual-manual procedure (ASTM D2488) and the USCS (ASTM D2487). A summary of the soil classification system is provided in Appendix II. As indicated above, representative soil samples were selected and subjected to natural moisture, No. 200 sieve wash, and Atterberg Limits testing to verify the visual classification. These test results are tabulated on the following page in Table II – Summary of Laboratory Test Results. These results are also presented on the soil test log of borings provided in Appendix III. A generalized subsurface soil profile is also provided in Appendix IV. Geotechnical Engineering Report The Covenant Castle Hayne, North Carolina 5 CFE Project No.: G2020-281 Table II – Summary of Laboratory Test Results Boring Number Sample Type Depth (feet) Natural Moisture (%) Passing No. 200 Sieve (%) Organics (%) Atterberg Limits (LL/PL/PI) USCS Classification B-1 Split Spoon 4-6 16.8 30.1 Non-Organic (1) Non-Plastic (1) Silty SAND (SM) B-2 Split Spoon 10-12 34.0 34.1 Non-Organic (1) 36/23/13 Clayey SAND (SC) B-5 Split Spoon 2-4 18.4 32.7 Non-Organic (1) Non-Plastic (1) Silty SAND (SM) B-6 Split Spoon 4-6 16.7 20.5 Non-Organic (1) Non-Plastic (1) Silty SAND (SM) B-3 Split Spoon 8-10 29.8 37.6 Non-Organic (1) 45/23/22 Clayey SAND (SC) B-8 Split Spoon 23-25 446.7 (1) 83.9 Non-Plastic (1) Fibrous PEAT (PT) P-2 Split Spoon 0-2 21.4 44.4 Non-Organic (1) Non-Plastic (1) Silty SAND (SM) (1) Laboratory testing not conducted, soil designation based on visual classification methods and experience with similar soils. Geotechnical Engineering Report The Covenant Castle Hayne, North Carolina 6 CFE Project No.: G2020-281 3.0 SUBSURFACE CONDITIONS 3.1 Site Geology The project site lies within a major physiographic province of North Carolina called the Atlantic Coastal Plain. Numerous transgressions and regressions of the Atlantic Ocean have deposited marine, lagoonal, and fluvial (stream lain) sediments. The regional geology is very complex, and generally consists of interbedded layers of varying mixtures of sands, silts, and clays. Based on our review of existing geologic and soil boring data, the geologic stratigraphy encountered in our subsurface exploration generally consisted of marine deposited sands, silts, and clays. 3.2 Subsurface Soil Conditions A summary of the subsurface soil conditions encountered at the boring locations is presented in Table III. Table III – Subsurface Soil Conditions Average Depth (ft.) Stratum Description Ranges of Average SPT (1) Values 0 to 0.33-1.5 Surficial 4 to 18 inches of Topsoil - 0.33-1.5 to 4.0-8.0 I Dark grayish brown, light yellowish brown and dark grayish brown, dark grayish brown, dark gray, light brownish gray, very dark grayish brown, very dark brown, grayish brown, olive brown and yellowish brown, very dark brown and light yellowish brown, brownish yellow, very dark brown and grayish brown, light yellowish brown and light gray, light olive brown and yellowish brown, light olive brown, light gray and brownish yellow, light brownish gray and light gray, dark grayish brown and light brownish gray, SAND (SM, SC) with varying amounts of silt and clay. Granular 1 – 12 4.0-8.0 to 8.0-13.0 II Slightly mottled light gray-light yellowish brown, slightly mottled gray-yellowish brown, slightly mottled gray-olive brown, slightly mottled gray-yellowish brown, grayish brown, gray, slightly mottled light yellowish brown-gray, light yellowish brown, slightly mottled gray- brownish yellow, light brownish gray, slightly mottled light yellowish brown-gray, slightly mottled light yellowish brown-light brownish gray, CLAY (CH, CL) with varying amounts of sand and silt. Fine Grain WOH (2) - 7 8.0-13.0 to 23.0-28.0 III Dark gray, gray, grayish brown and dark gray, dark gray and dark grayish brown, SAND (SP-SM, SM, SC) with varying amounts of silt and clay. Very dark brown, PEAT (PT) was encountered at Boring B-8 (only). Granular WOH (2) – 15 PEAT WOH (2) 23.0-28.0 to 28.0-30.0 IV Dark gray, gray, slightly mottled gray-light olive brown, CLAY (CH) with varying amounts of silt and sand. Fine Grain 1-10 28.0-30.0 to 30.0-35.0 V Light brownish gray, grayish brown, gray, SAND (SM) with varying amounts of silt. Granular 16 – 35 Note(s): (1) SPT = Standard Penetration Test, N-Values in blows per foot (uncorrected) (2) WOH = Weight of Hammer Geotechnical Engineering Report The Covenant Castle Hayne, North Carolina 7 CFE Project No.: G2020-281 The subsurface descriptions are of a generalized nature and were provided to highlight the major soil strata encountered. The records of the subsurface exploration are included in Appendix III (Boring Log sheets) and in Appendix IV (Soil Profile), which should be reviewed for specific information as to the individual borings. The stratifications shown on the records of the subsurface exploration represent the conditions only at the actual boring locations. Variations may occur and should be expected between boring locations. The stratifications represent the approximate boundary between subsurface materials and the transition may be gradual. 3.3 Groundwater The initial groundwater level was recorded at the boring locations and as observed through the wetness of the recovered soil samples during the drilling operations. The initial groundwater table was measured and occurred at depths ranging from about 5 to 7 feet below the existing site grades at the boring locations to the depths explored. The variations in the groundwater readings are anticipated to be the result of grade differences between boring locations, the effects of recent rain events and associated man-made disturbances, and drainage features. The boreholes were backfilled upon completion for safety considerations. Seasonal groundwater fluctuations of 2± feet or more are common in the project’s area; however, greater fluctuations have been documented. Perched groundwater conditions will likely be encountered at this site. The perched condition is anticipated to occur during periods of heavy precipitation and/or during the wet season in the areas where shallow subsurface clayey soils were encountered. These soils will act as a restrictive layer allowing excessive moisture to accumulate within the overlaying granular soils or at the ground surface elevation. The contractor should determine the actual groundwater levels or possible perched groundwater conditions at the time of construction to determine groundwater impacts that may affect the construction procedures. Geotechnical Engineering Report The Covenant Castle Hayne, North Carolina 8 CFE Project No.: G2020-281 4.0 DESIGN AND CONSTRUCTION RECOMMENDATIONS Our design and construction recommendations are based on the previously discussed project information, interpretation of the soil test borings, review of the provided plans, and observations during our site reconnaissance. If the proposed construction should vary from what was described, we request the opportunity to review our recommendations and make any necessary changes. 4.1 Earthwork - Site Clearing The proposed construction areas (building pads and pavement areas) should be cleared by removing the existing topsoil, any associated root mat and other unsuitable material, if encountered. Based on the SPT borings, it is estimated that a cut of about 4 to 18 inches in depth will be required to remove the topsoil material. These cuts are expected to extend deeper in isolated areas to remove deeper deposits of organic soils, which may become evident during the clearing. It is recommended that the clearing operations extend laterally at least 5 feet beyond the perimeter of the proposed construction area. Once the site clearing is completed, the exposed subgrade will generally be comprised of very loose to loose SAND (SM, SC). Perched groundwater conditions will likely be encountered at this site. The perched condition is anticipated to occur during periods of heavy precipitation and/or during the wet season in the areas where shallow subsurface clayey soils were encountered. These soils will act as a restrictive layer allowing excessive moisture to accumulate within the overlying granular soils or at the ground surface elevation. Perched groundwater, if encountered, can adversely affect foundation excavation and other construction activities. The contractor should determine the actual groundwater levels and potential perched groundwater conditions at the time of construction to determine groundwater and potential perched groundwater impacts that may affect the construction procedures. Excess surface moisture from precipitation ponding on the site, along with construction equipment traffic, will likely make this site susceptible to pumping and general deterioration of the bearing capabilities of the surface soils. Therefore, undercutting to remove very loose to loose wet soils will likely be required. The extent of the undercut will be determined in the field during construction, based on the outcome of the field-testing procedures (subgrade proofroll and test pits). The project’s budget should include an allowance for subgrade improvements (building and parking areas - undercut and backfill with structural fill). To reduce the potential and magnitude for subgrade improvements, consideration should be given to raising the site grades a minimum of 2-feet with compacted structural fill. In addition, it is recommended that the grading operations be performed during the drier months of the year (generally April through November). This should help minimize the potential subgrade improvement problems. If grading is attempted during the winter months, the site should be graded to enhance surface water runoff and stabilization of wet soils should be anticipated. Methods to address wet soils may include undercutting and backfilling with structural fill. However, during the drier months of the year, wet soils could be dried by disking or implementing other drying procedures such as stockpiling or spreading the soils in thin lifts, to achieve moisture Geotechnical Engineering Report The Covenant Castle Hayne, North Carolina 9 CFE Project No.: G2020-281 contents necessary to reach adequate degrees of compaction. As previously stated, the project’s budget should include an allowance for subgrade improvements as described above. Any undercut and backfill should be performed under the observation of the geotechnical engineer or their qualified representative, who will evaluate the composition of the recovered soils. Recommendations concerning the subgrade improvements (as necessary) will be provided in the field following the testing procedures. 4.2 Earthwork - Subgrade Preparation and Evaluation Following the clearing operation, the exposed subgrade soils should be densified with a large static drum roller, as needed. After the subgrade soils have been densified, they should be evaluated by a qualified representative of Cape Fear Engineering for stability. The subgrade soils should be proofrolled to check for pockets of soft material hidden beneath a crust of better soil. Several passes should be made by a large 7-to-10-ton roller with a minimum of 2-rubber tires or loaded dump truck over the construction areas, with the successive passes aligned perpendicularly. The number of passes will be determined in the field by the geotechnical engineer or their qualified representative. Any pumping and unstable areas observed during proofrolling (beyond the initial clearing cut) should be undercut and/or stabilized at the direction of the geotechnical engineer or their qualified representative. In addition to the proofroll, a series of test pit excavations should be performed to determine the extent of any potential deeper organics within the proposed building pads and pavement areas. The test pit excavations should be performed under the observation of the geotechnical engineer or their qualified representative to determine the thickness and composition of any deeper organic materials or other unsuitable materials and the suitability of the materials to remain in place or the necessity for these materials to be removed from the building and pavement areas. The prepared subgrade should be sloped to prevent the accumulation and/or ponding of surface water. If the exposed subgrade becomes wet or frozen, the geotechnical engineer should be consulted. 4.3 Earthwork – Suitable Structural Fill, Placement, and Compaction Requirements Following the approval of the natural subgrade soils by a geotechnical engineer or their qualified representative, the placement of the fill required to establish the design grades may begin. Any material to be used for structural fill should be evaluated and tested by a qualified inspector and laboratory prior to placement to determine if they are suitable for the intended use. Suitable structural fill material should consist of sand or gravel containing less than 20% by weight of fines (SP, SP-SM, SM, SW, SW-SM, GP, GP-GM, GW, GW-GM), have a liquid limit less than 20 and plastic limit less than 6, and should be free of rubble, organics, clay, debris, and other unsuitable material. All structural fill should be compacted to a dry density of at least 95% of the Standard Proctor maximum dry density (ASTM D698). In general, the compaction should be accomplished by placing the fill in maximum 10-inch loose lifts and mechanically compacting each lift to at least the specified minimum dry density. A qualified inspector should perform field density tests on each lift as necessary to assure that adequate compaction is achieved. Geotechnical Engineering Report The Covenant Castle Hayne, North Carolina 10 CFE Project No.: G2020-281 Backfill material in utility trenches within the construction areas should consist of structural fill and be compacted to at least 95% of ASTM D698. This fill should be placed in 4 to 6-inch loose lifts when hand compaction equipment is used. Care should be used when operating the compactors near existing structures to avoid transmission of the vibrations that could cause settlement damage or disturb occupants. In this regard, it is recommended that large vibratory rollers remain at least 25 feet away from existing structures. Areas within 25 feet of existing structures should be compacted with small, hand-operated compaction equipment. Based on the completed laboratory testing, the shallow subsurface Silty SAND (SM) appears to meet the criteria recommended in this report for reuse as structural fill. The SAND (SC) and CLAY (CH, CL) soils encountered at the boring locations do not appear to meet the criteria recommended in this report for reuse as structural fill; however, they may be used as fill in non-structural green areas. At a minimum, further classification testing including natural moisture content, No. 200 sieve wash analysis, and Proctor testing should be performed at the time of construction to evaluate the suitability of the excavated soils for reuse as structural fill. 4.4 Foundations Based on the laboratory classification results, the shallow subsurface clayey soils encountered at the boring locations are considered to be expansive in accordance with 1803.5.3 of the 2015 IBC. The shrink-swell potential of these subsurface soil conditions needs to be considered and so are included as part of our foundation recommendations. Shallow Foundations Provided that the construction procedures are properly performed, the proposed structures can be supported by isolated or continuous spread footings or a monolithic slab with turn down edges bearing upon firm natural soil or well-compacted structural fill material. These footings can be designed using a net allowable soil pressure of 1,500 pounds per square foot (psf). In using net pressures, the weight of the footings and backfill over the footings, need not be considered. Hence, only loads applied at or above the foundation need to be used for dimensioning the footings. To develop the recommended bearing capacity of 1,500 pounds per square foot (psf) and to accommodate the shrink/swell potential associated with the bearing soils, the base of the footings should have a minimum embedment of 24 inches beneath finished grades and should have a minimum width of 18 inches. In addition, isolated square column footings (if deemed necessary) are recommended to be a minimum of 3 feet by 3 feet in area for bearing capacity consideration. The recommended 24-inch footing embedment is also considered sufficient to provide adequate cover against frost penetration to the bearing soils. Geotechnical Engineering Report The Covenant Castle Hayne, North Carolina 11 CFE Project No.: G2020-281 Settlements It is estimated that, with proper site preparation, the maximum resulting post-construction total settlement of the proposed foundations should be up to 1 inch. The maximum differential settlement magnitude is expected to be less than ½ inch between adjacent footings (wall footings and column footings of varying loading conditions). The settlements were estimated based on the results of the field penetration tests. Careful field control will contribute substantially towards minimizing the settlements. Foundation Excavations In preparation for shallow foundation support, the footing excavations should extend into firm natural soil or well-compacted structural fill. The foundation bearing capacities should be verified in the field during construction by performing a foundation inspection for the structure. At that time, the geotechnical engineer or their qualified representative should also explore the extent of any excessively loose or otherwise unsuitable material within the exposed excavations. Also, at the time of footing observations, the geotechnical engineer or their qualified representative should advance hand auger borings and use a hand penetration device in the base of the foundation excavations to verify that the recovered soils are consistent with those documented in this report. The necessary depth of penetration will be established during the footing subgrade observations. If pockets of unsuitable soils requiring undercut are encountered in the footing excavations, the proposed footing elevation should be re-established by means of backfilling with No. 57 Stone, “flowable fill”, or lean concrete prior to concrete placement. This construction procedure will provide for a net allowable bearing capacity of 1,500 psf. Immediately prior to reinforcing steel placement, it is suggested that the bearing surfaces of all footing and floor slab areas be compacted using hand operated mechanical tampers, to a dry density of at least 95% of the Standard Proctor maximum dry density (ASTM D698) as tested to a depth of 12 inches, for bearing capacity considerations. In this manner, any localized areas which have been loosened by excavation operations, should be adequately re-compacted. The compaction testing in the base of the footings may be waived by the geotechnical engineer, where firm bearing soils are observed during the footing inspections. Soils exposed in the bases of all satisfactory foundation excavations should be protected against any detrimental change in condition such as from physical disturbance, rain, or frost. Surface run-off water should be drained away from the excavations and not be allowed to pond. If possible, all footing concrete should be placed the same day the excavation is made. If this is not possible, the footing excavations should be adequately protected. Geotechnical Engineering Report The Covenant Castle Hayne, North Carolina 12 CFE Project No.: G2020-281 4.5 Building Floor Slabs The building floor slabs may be constructed as slab-on-grade members provided the previously recommended earthwork activities and evaluations are carried out properly. It is recommended that the ground floor slab be directly supported by at least a 4-inch layer of relatively clean, compacted, poorly graded sand (SP) or gravel (GP) with less than 5% passing the No. 200 Sieve (0.074 mm). The purpose of the 4-inch layer is to act as a capillary barrier and equalize moisture conditions beneath the slab. The slabs can be designed with the use of a subgrade modulus on the order of about 125 psi/in bearing on the existing natural subgrade soils or bearing on structural fill compacted to 95 percent of the Standard Proctor maximum dry density (ASTM D698). It is also recommended that the floor slab bearing soils be covered by a vapor barrier or retarder to minimize the potential for floor dampness, which can affect the performance of glued tile and carpet. Generally, use of a vapor retarder provides for minimal vapor resistance protection below the slab on grade. When floor finishes, site conditions, or other considerations require greater vapor resistance protection, consideration should be given to using a vapor barrier. Selection of a vapor retarder or barrier should be made by the architect based on project requirements. 4.6 Pavement Design (Typical) Based on the results of our field exploration which included six (6) SPT borings in the pavement area alignments and our experience with similar soils as encountered at the project site, we estimate that the in-place-soaked California Bearing Ratio (CBR) values will range from 5 to 10 within the upper 2-feet of the existing site grade elevations. Multiplying the estimated CBR range for the on-site soils by a factor of two-thirds provides an estimated pavement design CBR value ranging from 3.3 to 6.7 with an estimated average design CBR value of 5. The two-thirds factor provides the necessary safety margins to compensate for some non-uniformity of the soil. Therefore, an estimated CBR value of 5 may be used in designing the pavement sections. The typical pavement sections provided in Table IV on the following page are based on the results of our field explorations, and experience with similar soil conditions. Furthermore, these typical sections do not represent a completed pavement design in accordance with the NCDOT requirements and are typical for the region. Geotechnical Engineering Report The Covenant Castle Hayne, North Carolina 13 CFE Project No.: G2020-281 Table IV – Typical Minimum Pavement Sections Section Hot Mix Asphalt Concrete (1) Aggregate Base (2) Subgrade Surface (S 9.5C) Intermediate (I 19C) Light Duty Flexible 2” - - 8” Firm, Stable, and Compacted Heavy Duty Flexible 1.5” 2.5” - 8” Firm, Stable, and Compacted Light Duty Rigid - - 6” 6” Firm, Stable, and Compacted Heavy Duty Rigid - - 8” 6” Firm, Stable, and Compacted Note(s): (1) Minimum compressive strength of 4500 psi at 28 days. (2) NCDOT ABC Stone compacted to a dry density of at least 100% of the Modified Proctor maximum dry density (ASTM D1557). Actual pavement section thickness should be provided by the design civil engineer based on traffic loads, volume, and the owner’s design life requirements. The above sections correspond to thickness representative of typical local construction practices and as such periodic maintenance should be anticipated. All pavement material and construction procedures should conform to North Carolina Department of Transportation (NCDOT) requirements. In preparation for a stable subgrade support for the pavement sections, the following construction steps are recommended: After pavement rough grading operations, the exposed subgrade should be observed under proofrolling. This proofrolling should be accomplished with a fully loaded dump truck or 7-to-10-ton drum roller (minimum of 2-rubber tires) to check for pockets of loose/soft material hidden beneath a thin crust of better soil. In addition to the proofroll, a series of test pit excavations should be performed to determine the extent of any potential deeper organics or any other unsuitable materials within the pavement areas. The test pit excavations should be performed under the observation of the geotechnical engineer or their qualified representative to determine the thickness and composition of any deeper unsuitable materials and the suitability of the materials to remain in place or the necessity for these materials to be removed from the pavement areas. Any unsuitable materials thus exposed should be removed and replaced with a well-compacted material. The inspection of these phases should be performed by a geotechnical engineer or their qualified representative. Areas of unstable natural soil conditions and/or unsuitable subgrade soils are likely to occur at the time of construction and some ground improvements may be needed. Therefore, the project’s budget should include a contingency to accommodate the potential ground improvements. Geotechnical Engineering Report The Covenant Castle Hayne, North Carolina 14 CFE Project No.: G2020-281 Where excessively unstable subgrade soils are observed during proofrolling and/or fill placement, it is expected that these weak areas can be stabilized by means of undercutting and replacing with suitable material, thickening the base course layer by 2 to 4 inches (or more), and/or lining the subgrade with geotextile fabric (Mirafi HP270 or equivalent) and/or Geogrid (such as Tensar TX140, BX1100 or equivalent). These alternates are to be addressed by the geotechnical engineer during construction. 4.7 Seismic Evaluation Based on the data obtained from the 10 to 35-foot deep SPT borings and our experience with 100-foot-deep CPT soundings and SPT borings performed within the vicinity of the project site, this site should be classified as a Site Class ‘D’ in accordance with the 2018 IBC. 4.8 Construction Considerations Based on the results of this exploration, varying soil conditions and compositions are expected to be encountered throughout the project limits. Open-cut excavations will likely extend through natural soils that are relatively “clean” (i.e., soil that is relatively free of deleterious debris that may hinder excavation or installation). Debris typically considered unsuitable consist of wood, glass, organics, plastics, coal, brick, or any other material larger than 2 inches in diameter. Based on these characteristics, it is anticipated that some of the shallow subsurface materials encountered within the project alignment may be reusable as backfill. Soils containing appreciable amounts of deleterious debris should be discarded; however, an effort should be made during excavation to segregate any debris encountered within potentially suitable reusable in-situ soils. The shallow subsurface within the project limits is comprised of granular and fine grain soils; however, the Contractor should anticipate that some of these soils will have relatively little cohesion and have a high potential for caving. Additionally, water seepage at varying elevations should be expected within the side walls of the open cut areas, increasing the potential for caving. Temporary Slopes Due to the potential of limited space during construction, temporary slopes may not be a feasible option. The contractor should be aware that temporary slope height, slope inclination, or excavation depths should in no case exceed those specified in local, state and/or federal safety regulations. Where temporary slopes are not feasible, shoring by means of sheeting and/or trench boxes may be appropriate. Where the stability of adjoining structures, pavements, or other improvements is endangered by excavation operations, support systems such as shoring, bracing, or underpinning may be required to provide structural stability. Shoring, bracing, or underpinning required for this project (if needed) should be designed by a professional engineer. Geotechnical Engineering Report The Covenant Castle Hayne, North Carolina 15 CFE Project No.: G2020-281 Shoring Shoring design and installation should be the responsibility of the contractor. Shoring systems required for this project should be designed by a professional engineer. Shoring systems should be designed to provide positive restraint of trench walls in an effort to protect against lateral deformation that may result in ground cracks, settlement, and/or other ground movements that may affect adjacent underground utilities, pavements, structures, and surface improvements. The contractor should be made aware of this potential condition so that preventative or repair measures can be implemented. Depending on the shoring system used, the removal process may create voids along the walls of the excavations. If these voids are left in place and are significant, backfill and/or the retained soil may shift laterally, resulting in settlement of overlying structures/pavements. As such, care should be taken to remove the shoring systems and backfill the trenches so that these voids are not created. In all cases, the contractor should select an excavation and/or shoring scheme that will protect adjacent and overlying improvements, including below grade utilities. Dewatering It is expected that dewatering will be required for excavations that extend near or below the existing groundwater table. Dewatering above the groundwater-level could probably be accomplished by pumping from sumps. Dewatering at depths below the groundwater-level will likely require well pointing, deep wells or possibly educator wells possibly with shoring. Since temporary dewatering will impact construction and be dependent on construction methods and scheduling, we recommend the contractor be solely responsible for the design, installation, maintenance, and performance of all temporary dewatering systems. Where shoring is employed, the dewatering system should be compatible with the type of shoring to be used. We recommend the Contractor verify groundwater conditions and evaluate dewatering requirements prior to construction. Lowering the groundwater table during dewatering activities will result in an increase in effective stresses and may induce settlements of the soils underlying adjacent structures/pavements. Additionally, hydraulic compaction of the predominately granular soils (e.g. SP, SP-SM, SM soils) should be anticipated as a result of lowering the groundwater table. We recommend that the dewatering be performed so that the groundwater-level is lowered by no more than approximately 5 feet below the proposed excavation depth. It may be advantageous to install settlement monuments in areas where dewatering by means of well pointing, deep wells or educator wells is required. Geotechnical Engineering Report The Covenant Castle Hayne, North Carolina 16 CFE Project No.: G2020-281 Site Utility Installation The base of the utility trenches should be observed by a qualified inspector prior to the pipe placement to verify the suitability of the bearing soils. Based on the results of our field exploration program, it is expected that the utilities located below the groundwater level will bear in the wet granular soils. In these instances, the bearing soils may require some stabilization to provide suitable bedding. This stabilization is commonly accomplished by adding 12 inches or more of bedding stone (Type NCDOT #57). The resulting excavations located within structural areas should be backfilled with structural fill. Imported fill should be included in the construction budget to backfill the utility excavations within the structural areas of the project site. Excavations Federal regulation requires that all excavations, whether they be utility trenches, basement excavation, or footing excavations, be constructed in accordance with (OSHA) guidelines. The contractor is solely responsible for designing and constructing stable, temporary excavations and should shore, slope, or bench the sides of the excavations as required to maintain stability of both the excavation sides and bottom. The contractor’s responsible person should evaluate the soil exposed in the excavations as part of the contractor’s safety procedures. In no case should slope height, slope inclination, or excavation depth, including utility trench excavation depth, exceed those specified in local, state, and federal safety regulations. Geotechnical Engineering Report The Covenant Castle Hayne, North Carolina 17 CFE Project No.: G2020-281 5.0 REPORT LIMITATIONS The recommendations submitted are based on the available soil information obtained by Cape Fear Engineering and the information supplied by the client and their consultants for the proposed project. If there are any revisions to the plans for this project or if deviations from the subsurface conditions noted in this report are encountered during construction, Cape Fear Engineering should be notified immediately to determine if changes in the recommendations are warranted. If Cape Fear Engineering is not retained to perform these functions, Cape Fear Engineering cannot be responsible for the impact of those conditions on the geotechnical recommendations for the project. The geotechnical engineer of record warrants that the findings, recommendations, specifications, or professional advice contained herein have been made in accordance with generally accepted professional geotechnical engineering practices in the local area. No other warranties are implied or expressed. After the plans and specifications are more complete, the geotechnical engineer of record should be provided the opportunity to review the final design plans and specifications to make sure our engineering recommendations have been properly incorporated into the design documents, in order that the earthwork, foundation, and pavement recommendations may be properly interpreted and implemented. At that time, it may be necessary to submit supplementary recommendations. This report has been prepared for the exclusive use of the client and their designated agents for the specific application to The Covenant project located in Castle Hayne, North Carolina. APPENDICES APPENDIX I BORING LOCATION EXHIBIT APPENDIX II CLASSIFICATION SYSTEM FOR SOIL EXPLORATION APPENDIX III BORING LOGS APPENDIX IV SOIL PROFILE APPENDIX I BORING LOCATION EXHIBIT P R O J E C T N U M B E R SH E E T N U M B E R SC A L E : DA T E : NO T E : G2 0 2 0 - 2 8 1 EX - 0 1 NT S 10 / 1 2 / 2 0 2 0 151 P o o l e R d . , S u i t e 1 0 0 ; B e l v i l l e , N C , 2 8 4 5 1 TE L ( 9 1 0 ) 3 8 3 - 1 0 4 4 ; F A X ( 9 1 0 ) 3 8 3 - 1 0 4 5 ww w . c a p e f e a r e n g i n e e r i n g . c o m N.C . L I C E N S E # C - 1 6 2 1 RE V I S I O N S #RE V . DE S C R I P T I O N DA T E RE V . B Y 1. TH I S B O R I N G E X H I B I T I S N O T TO S C A L E . 2. AL L B O R I N G L O C A T I O N S A R E AP P R O X I M A T E . BO R I N G LO C A T I O N E X H I B I T TH E C O V E N A N T CA S T L E H A Y N E , N C LE G E N D : PR E P A R E D F O R : EA S T C A R O L I N A CO M M U N I T Y DE V E L O P M E N T , I N C . DR A W N B Y : JG C EN G I N E E R : GW H B- 1 B- 3 B- 5 B- 6 B- 4 B- 2 BO R I N G L O C A T I O N (B - 3 0 T O 3 5 F E E T D E E P ) (P - 1 0 F E E T D E E P ) B- 7 B- 8 B- 9 P- 1 P- 2 P- 3 P- 4 P- 5 P- 6 APPENDIX II CLASSIFICATION SYSTEM FOR SOIL EXPLORATION Very Loose 4 blows/ft. or less Very Soft 2 blows/ft. or less Loose 5 to 10 blows/ft. Soft 3 to 4 blows/ft. Medium Dense 11 to 30 blows/ft. Medium Stiff 5 to 8 blows/ft. Dense 31 to 50 blows/ft. Stiff 9 to 15 blows/ft. Very Dense 51 blows/ft. or more Very Stiff 16 to 30 blows/ft. Hard 31 blows/ft. or more Boulders 8 inch diameter or more Cobbles 3 to 8 inch diameter Gravel Coarse 1 to 3 inch diameter Medium 1/2 to 1 inch diameter Fine 1/4 to 1/2 inch diameter Sand Coarse 2.00 mm to 1/4 inch (diameter of pencil lead) Medium 0.42 to 2.00 mm (diameter of broom straw) Fine 0.074 to 0.42 mm (diameter of human hair) Silt 0.002 to 0.074 mm (cannot see particles) GW - Well-graded Gravel CL - Lean Clay GP - Poorly graded Gravel CL-ML - Silty Clay GW-GM - Well-graded Gravel w/Silt ML - Silt GW-GC - Well-graded Gravel w/Clay OL - Organic Clay/Silt GP-GM - Poorly graded Gravel w/Silt Less than 5 percent GW, GP, SW,SP GP-GC - Poorly graded Gravel w/Clay CH - Fat Clay More than 12 percent GM, GC, SM, SC GM - Silty Gravel MH - Elastic Silt 5 to 12 percent GC - Clayey Gravel OH - Organic Clay/Silt GC-GM - Silty, Clayey Gravel SW - Well-graded Sand SP - Poorly graded Sand PT - Peat SW-SM - Well-graded Sand w/Silt SW-SC - Well-graded Sand w/Clay SP-SM - Poorly graded Sand w/Silt SP-SC - Poorly graded Sand w/Clay SM - Silty Sand SC - Clayey Sand SC-SM - Silty, Clayey Sand CLASSIFICATION SYMBOLS (ASTM D 2487 and D 2488) More than 50% retained on No. 200 sieve Groundwater conditions will vary with environmental variations and seasonal conditions, such as the frequency and magnitude of rainfall patterns, as well as tidal influences and man-made influences, such as existing swales, drainage ponds, underdrains and areas of covered soil (paved parking lots, side walks, etc.). Little Some Mostly 50-100 Borderline cases requiring dual symbols Plasticity Chart Strata Changes In the column “Description” on the boring log, the horizontal lines represent approximate strata changes. Groundwater Readings Depending on percentage of fines (fraction smaller than No. 200 sieve size), coarse-grained soils are classified as follows: 15-25 30-45 Few COHESIVE SOILS (CLAY, SILT and Combinations) Relative Proportions Descriptive Term Percent 0-5 5-10 Jacksonville Office 415A Western Boulevard Jacksonville, NC 28546 (910) 478-9915 Virginia Beach Office 204 Grayson Road Virginia Beach, VA 23462 (757) 518-1703 Relative Density NON COHESIVE SOILS (SILT, SAND, GRAVEL and Combinations) Standard Penetration Tests (SPT) were performed in the field in general accordance with ASTM D 1586. The soil samples were obtained with a standard 1.4” I.D., 2” O.D., 30” long split-spoon sampler. The sampler was driven with blows of a 140 lb. hammer falling 30 inches. The number of blows required to drive the sampler each 6-inch increment (4 increments for each soil sample) of penetration was recorded and is shown on the boring logs. The sum of the second and third penetration increments is termed the SPT N-value. CLASSIFICATION SYSTEM FOR SOIL EXPLORATION Standard Penetration Test (SPT), N-value 1592 Penniman Rd. Suite E Williamsburg, VA 23185 Particle Size Identification Consistency Page 1 of 1 GET Revision 12/12/07 Coarse Grained Soils Fine-Grained Soils Highly Organic Soils 50% or more passes the No. 200 sieve Liquid Limit 50% or greater Trace Williamsburg Office (757) 564-6452 Elizabeth City Office 106 Capital Trace, Suite E Elizabeth City, NC 27909 (252) 335-9765 APPENDIX III BORING LOGS 5 10 15 20 25 30 35 40 6-inches of Topsoil .5Dark grayish brown, moist, Silty fine to medium SAND (SM), Loose 2Light yellowish brown and dark grayish brown, moist, Silty fine to medium SAND (SM) with Clay, Very Loose 4Dark grayish brown, moist, Silty fine to medium SAND (SM), Very Loose 6Slightly mottled light gray-light yellowish brown, wet, Fat CLAY (CH) with Sand, Very Soft 13Dark gray, wet, Clayey fine to medium SAND (SC), Very Loose 18Gray, wet, Poorly Graded fine to medium SAND (SP-SM) with Silt, Very Loose 23Dark gray, wet, Fat CLAY (CH) with Sand, Very Soft to Medium Stiff Boring terminated at 30 ft. 1 2 3 4 5 6 7 8 9 10 2323 1111 1111 1111 1111 WOHWOHWOHWOH WOHWOHWOHWOH 2222 1013 333 4 30.1 WOH WOH PROJECT:The Covenant PROJECT NO.:G2020-281 PROJECT LOCATION:Castle Hayne, NC CLIENT:East Carolina Community Development, Inc. BORING LOCATION:See attached Boring Location Exhibit ELEVATION: LOG OF BORING No. B-1 DRILLER:Hofler Drilling, Inc.LOGGED BY:MCR DRILLING METHOD:Mud Rotary DATE:10/19-10/21 DEPTH TO - WATER> INITIAL:6 AFTER 24 HOURS:CAVING> WOH-Weight of Hammer De p t h (f e e t ) Description Gr a p h i c Sa m p l e No . Bl o w Co u n t s % < # 2 0 0 TEST RESULTS 10 20 30 40 50 Penetration - Water Content - Plastic Limit Liquid Limit Th i s i n f o r m a t i o n p e r t a i n s o n l y t o t h i s b o r i n g a n d s h o u l d n o t b e i n t e r p r e t e d a s b e i n g in d i c a t i v e o f t h e s i t e . PAGE 1 of 1 5 10 15 20 25 30 35 40 10-inches of Topsoil .83Dark gray, moist, Silty fine to medium SAND (SM), Very Loose 2Light brownish gray, moist to wet, Silty fine to medium SAND (SM), Very Loose 6Slightly mottled gray-yellowish brown, wet, Fat CLAY (CH) with Sand, Very Soft 10Gray, wet, Clayey fine to medium SAND (SC), Very Loose 18Dark gray, wet, Silty fine to medium SAND (SM) with Clay, Loose 23Gray, wet, Fat CLAY (CH) with Sand, Very Soft to Medium Stiff 33Light brownish gray, wet, Poorly Graded fine to medium SAND (SP- SM) with Silt, Dense Boring terminated at 35 ft. 1 2 3 4 5 6 7 8 9 10 11 1211 1112 1212 1112 WOHWOHWOHWOH WOHWOHWOH1 WOHWOHWOHWOH 4333 WOHWOHWOHWOH 133 5 20181714 34.1 WOH WOH WOH PROJECT:The Covenant PROJECT NO.:G2020-281 PROJECT LOCATION:Castle Hayne, NC CLIENT:East Carolina Community Development, Inc. BORING LOCATION:See attached Boring Location Exhibit ELEVATION: LOG OF BORING No. B-2 DRILLER:Hofler Drilling, Inc.LOGGED BY:MCR DRILLING METHOD:Mud Rotary DATE:10/19-10/21 DEPTH TO - WATER> INITIAL:5 AFTER 24 HOURS:CAVING> WOH-Weight of Hammer De p t h (f e e t ) Description Gr a p h i c Sa m p l e No . Bl o w Co u n t s % < # 2 0 0 TEST RESULTS 10 20 30 40 50 Penetration - Water Content - Plastic Limit Liquid Limit Th i s i n f o r m a t i o n p e r t a i n s o n l y t o t h i s b o r i n g a n d s h o u l d n o t b e i n t e r p r e t e d a s b e i n g in d i c a t i v e o f t h e s i t e . PAGE 1 of 1 5 10 15 20 25 30 35 40 4-inches of Topsoil .33Very dark grayish brown, moist, Silty fine to medium SAND (SM), Very Loose 4Slightly mottled gray-olive brown, moist to wet, Fat CLAY (CH) with Sand, Very Soft to Soft 8Gray and dark gray, wet, Clayey fine to medium SAND (SC), Very Loose 18Dark gray, wet, Poorly Graded fine to medium SAND (SP- SM) with Silt, Loose 23Dark gray, wet, Silty fine to medium SAND (SM), Loose 28Slightly mottled gray-light olive brown, wet, Fat CLAY (CH) with Sand, Stiff Boring terminated at 30 ft. 1 2 3 4 5 6 7 8 9 10 2221 1121 1111 2222 WOHWOHWOHWOH WOHWOHWOHWOH WOHWOHWOHWOH 3357 2333 345 6 37.6 WOH WOH WOH PROJECT:The Covenant PROJECT NO.:G2020-281 PROJECT LOCATION:Castle Hayne, NC CLIENT:East Carolina Community Development, Inc. BORING LOCATION:See attached Boring Location Exhibit ELEVATION: LOG OF BORING No. B-3 DRILLER:Hofler Drilling, Inc.LOGGED BY:MCR DRILLING METHOD:Mud Rotary DATE:10/19-10/21 DEPTH TO - WATER> INITIAL:6 AFTER 24 HOURS:CAVING> WOH-Weight of Hammer De p t h (f e e t ) Description Gr a p h i c Sa m p l e No . Bl o w Co u n t s % < # 2 0 0 TEST RESULTS 10 20 30 40 50 Penetration - Water Content - Plastic Limit Liquid Limit Th i s i n f o r m a t i o n p e r t a i n s o n l y t o t h i s b o r i n g a n d s h o u l d n o t b e i n t e r p r e t e d a s b e i n g in d i c a t i v e o f t h e s i t e . PAGE 1 of 1 5 10 15 20 25 30 35 40 10-inches of Topsoil .83Very dark grayish brown, moist, Silty fine to medium SAND (SM), Very Loose 2Light olive brown, moist, Clayey fine to medium SAND (SC), Very Loose 4Slightly mottled gray-yellowish brown, moist to wet, Fat CLAY (CH) with Sand, Soft to Medium Stiff 8Grayish brown and dark gray, wet, Clayey fine to medium SAND (SC), Very Loose 18Gray, wet, Poorly Graded fine to medium SAND (SP-SM) with Silt, Medium Dense 23Dark gray, wet, Silty fine to medium SAND (SM), Loose 28Gray, wet, Fat CLAY (CH) with Sand, Stiff Boring terminated at 30 ft. 1 2 3 4 5 6 7 8 9 10 1111 1113 2222 2344 1001 WOHWOHWOHWOH WOHWOHWOHWOH 4776 3333 455 4 WOH WOH PROJECT:The Covenant PROJECT NO.:G2020-281 PROJECT LOCATION:Castle Hayne, NC CLIENT:East Carolina Community Development, Inc. BORING LOCATION:See attached Boring Location Exhibit ELEVATION: LOG OF BORING No. B-4 DRILLER:Hofler Drilling, Inc.LOGGED BY:MCR DRILLING METHOD:Mud Rotary DATE:10/19-10/21 DEPTH TO - WATER> INITIAL:6 AFTER 24 HOURS:CAVING> WOH-Weight of Hammer De p t h (f e e t ) Description Gr a p h i c Sa m p l e No . Bl o w Co u n t s % < # 2 0 0 TEST RESULTS 10 20 30 40 50 Penetration - Water Content - Plastic Limit Liquid Limit Th i s i n f o r m a t i o n p e r t a i n s o n l y t o t h i s b o r i n g a n d s h o u l d n o t b e i n t e r p r e t e d a s b e i n g in d i c a t i v e o f t h e s i t e . PAGE 1 of 1 5 10 15 20 25 30 35 40 12-inches of Topsoil 1Very dark brown, moist, Silty fine to medium SAND (SM), Very Loose 2Grayish brown, moist to wet, Silty fine to medium SAND (SM), Very Loose 6Gray, wet, Fat CLAY (CH) with Sand, Very Soft 8Gray, wet, Clayey fine to medium SAND (SC), Very Loose 18Dark gray, wet, Poorly Graded fine to medium SAND (SP-SM) with Silt, Medium Dense 23Gray, wet, Fat CLAY (CH) with Sand, Medium Stiff to Stiff Boring terminated at 30 ft. 1 2 3 4 5 6 7 8 9 10 1011 1111 1221 1011 WOHWOHWOHWOH WOHWOHWOHWOH WOHWOHWOHWOH 4786 2322 345 5 32.7 WOH WOH WOH PROJECT:The Covenant PROJECT NO.:G2020-281 PROJECT LOCATION:Castle Hayne, NC CLIENT:East Carolina Community Development, Inc. BORING LOCATION:See attached Boring Location Exhibit ELEVATION: LOG OF BORING No. B-5 DRILLER:Hofler Drilling, Inc.LOGGED BY:MCR DRILLING METHOD:Mud Rotary DATE:10/19-10/21 DEPTH TO - WATER> INITIAL:5 AFTER 24 HOURS:CAVING> WOH-Weight of Hammer De p t h (f e e t ) Description Gr a p h i c Sa m p l e No . Bl o w Co u n t s % < # 2 0 0 TEST RESULTS 10 20 30 40 50 Penetration - Water Content - Plastic Limit Liquid Limit Th i s i n f o r m a t i o n p e r t a i n s o n l y t o t h i s b o r i n g a n d s h o u l d n o t b e i n t e r p r e t e d a s b e i n g in d i c a t i v e o f t h e s i t e . PAGE 1 of 1 5 10 15 20 25 30 35 40 10-inches Topsoil .83Olive brown and yellowish brown, moist to wet, Silty fine to medium SAND (SM), Very Loose to Loose 8Grayish brown, wet, Fat CLAY (CH) with Sand, Very Soft 10Gray, wet, Clayey fine to medium SAND (SC), Very Loose to Loose 23Gray, wet, Fat CLAY (CH) with Sand, Medium Stiff 28Grayish brown, wet, Silty fine to medium SAND (SM), Medium Dense Boring terminated at 30 ft. 1 2 3 4 5 6 7 8 9 10 1222 2233 4444 1121 1111 WOHWOHWOHWOH WOHWOHWOHWOH 2333 2233 579 8 20.5 WOH WOH PROJECT:The Covenant PROJECT NO.:G2020-281 PROJECT LOCATION:Castle Hayne, NC CLIENT:East Carolina Community Development, Inc. BORING LOCATION:See attached Boring Location Exhibit ELEVATION: LOG OF BORING No. B-6 DRILLER:Hofler Drilling, Inc.LOGGED BY:MCR DRILLING METHOD:Mud Rotary DATE:10/19-10/21 DEPTH TO - WATER> INITIAL:6 AFTER 24 HOURS:CAVING> WOH-Weight of Hammer De p t h (f e e t ) Description Gr a p h i c Sa m p l e No . Bl o w Co u n t s % < # 2 0 0 TEST RESULTS 10 20 30 40 50 Penetration - Water Content - Plastic Limit Liquid Limit Th i s i n f o r m a t i o n p e r t a i n s o n l y t o t h i s b o r i n g a n d s h o u l d n o t b e i n t e r p r e t e d a s b e i n g in d i c a t i v e o f t h e s i t e . PAGE 1 of 1 5 10 15 20 25 30 35 40 18-inches of Topsoil 1.5Very dark brown and light yellowish brown, moist, Silty fine to medium SAND (SM), Very Loose to Medium Dense 4Brownish yellow, moist, Clayey fine to medium SAND (SC), Medium Dense 6Gray, moist to wet, Fat CLAY (CH) with Sand, Very Soft to Soft 13Gray, wet, Silty fine to medium SAND (SM), Very Loose 18Dark gray, wet, Silty fine to medium SAND (SM), Loose 23Gray, wet, Fat CLAY (CH) with Sand, Medium Stiff 28Gray, wet, Silty fine to medium SAND (SM) with trace Clay, Medium Dense Boring terminated at 30 ft. 1 2 3 4 5 6 7 8 9 10 2223 3576 5653 2222 2222 WOHWOHWOHWOH WOHWOHWOHWOH 2322 1234 4610 12 WOH WOH PROJECT:The Covenant PROJECT NO.:G2020-281 PROJECT LOCATION:Castle Hayne, NC CLIENT:East Carolina Community Development, Inc. BORING LOCATION:See attached Boring Location Exhibit ELEVATION: LOG OF BORING No. B-7 DRILLER:Hofler Drilling, Inc.LOGGED BY:MCR DRILLING METHOD:Mud Rotary DATE:10/19-10/21 DEPTH TO - WATER> INITIAL:7 AFTER 24 HOURS:CAVING> WOH-Weight of Hammer De p t h (f e e t ) Description Gr a p h i c Sa m p l e No . Bl o w Co u n t s % < # 2 0 0 TEST RESULTS 10 20 30 40 50 Penetration - Water Content - Plastic Limit Liquid Limit Th i s i n f o r m a t i o n p e r t a i n s o n l y t o t h i s b o r i n g a n d s h o u l d n o t b e i n t e r p r e t e d a s b e i n g in d i c a t i v e o f t h e s i t e . PAGE 1 of 1 5 10 15 20 25 30 35 40 4-inches of Topsoil .33Gray and brownish yellow, moist, Clayey fine to medium SAND (SC), Very Loose 6Slightly mottled light yellowish brown-gray, moist to wet, Fat CLAY (CH) with Sand, Very Soft 10Dark gray, wet, Clayey fine to medium SAND (SC), Very Loose 13Dark gray and dark grayish brown, wet, Silty fine to medium SAND (SM) with Clay, Very Loose to Loose 23Very dark brown, wet, Fiberous PEAT (PT), Very Soft (83.9% Organics from 23 to 25 feet) 28Gray, wet, Fat CLAY (CH) with Sand, Stiff Boring terminated at 30 ft. 1 2 3 4 5 6 7 8 9 10 2222 1122 1111 WOHWOHWOH2 1111 1111 WOHWOHWOHWOH 2332 WOHWOHWOH3 354 5 WOH WOH WOH 446.7 PROJECT:The Covenant PROJECT NO.:G2020-281 PROJECT LOCATION:Castle Hayne, NC CLIENT:East Carolina Community Development, Inc. BORING LOCATION:See attached Boring Location Exhibit ELEVATION: LOG OF BORING No. B-8 DRILLER:Hofler Drilling, Inc.LOGGED BY:MCR DRILLING METHOD:Mud Rotary DATE:10/19-10/21 DEPTH TO - WATER> INITIAL:7 AFTER 24 HOURS:CAVING> WOH-Weight of Hammer De p t h (f e e t ) Description Gr a p h i c Sa m p l e No . Bl o w Co u n t s % < # 2 0 0 TEST RESULTS 10 20 30 40 50 Penetration - Water Content - Plastic Limit Liquid Limit Th i s i n f o r m a t i o n p e r t a i n s o n l y t o t h i s b o r i n g a n d s h o u l d n o t b e i n t e r p r e t e d a s b e i n g in d i c a t i v e o f t h e s i t e . PAGE 1 of 1 5 10 15 20 25 30 35 40 18-inches of Topsoil 1.5Very dark brown and grayish brown, moist to wet, Silty fine to medium SAND (SM), Very Loose 6Slightly mottled Light yellowish brown-gray, wet, Fat CLAY (CH) with Sand, Very Soft to Soft 10Gray and dark gray, wet, Clayey fine to medium SAND (SC), Very Loose 18Gray, wet, Poorly Graded fine to medium SAND (SP-SM) with Silt, Medium Dense 23Dark gray, wet, Silty fine to medium SAND (SM), Loose 28Gray, wet, Fat CLAY (CH) with Sand, Stiff Boring terminated at 30 ft. 1 2 3 4 5 6 7 8 9 10 0101 1111 1111 2211 1111 1001 WOHWOHWOHWOH 3578 2332 345 6 WOH PROJECT:The Covenant PROJECT NO.:G2020-281 PROJECT LOCATION:Castle Hayne, NC CLIENT:East Carolina Community Development, Inc. BORING LOCATION:See attached Boring Location Exhibit ELEVATION: LOG OF BORING No. B-9 DRILLER:Hofler Drilling, Inc.LOGGED BY:MCR DRILLING METHOD:Mud Rotary DATE:10/19-10/21 DEPTH TO - WATER> INITIAL:5 AFTER 24 HOURS:CAVING> WOH-Weight of Hammer De p t h (f e e t ) Description Gr a p h i c Sa m p l e No . Bl o w Co u n t s % < # 2 0 0 TEST RESULTS 10 20 30 40 50 Penetration - Water Content - Plastic Limit Liquid Limit Th i s i n f o r m a t i o n p e r t a i n s o n l y t o t h i s b o r i n g a n d s h o u l d n o t b e i n t e r p r e t e d a s b e i n g in d i c a t i v e o f t h e s i t e . PAGE 1 of 1 5 10 15 20 25 30 35 40 6-inches of Topsoil .5Light yellowish brown and light gray, moist, Silty fine to medium SAND (SM), Loose 6Light yellowish brown, wet, Fat CLAY (CH) with Sand, Medium Stiff 8Light yellowish brown, wet, Silty fine to medium SAND (SM), Very Loose Boring terminated at 10 ft. 1 2 3 4 5 2354 2345 5332 2323 2222 PROJECT:The Covenant PROJECT NO.:G2020-281 PROJECT LOCATION:Castle Hayne, NC CLIENT:East Carolina Community Development, Inc. BORING LOCATION:See attached Boring Location Exhibit ELEVATION: LOG OF BORING No. P-1 DRILLER:Hofler Drilling, Inc.LOGGED BY:MCR DRILLING METHOD:Mud Rotary DATE:10/19-10/21 DEPTH TO - WATER> INITIAL:6 AFTER 24 HOURS:CAVING> WOH-Weight of Hammer De p t h (f e e t ) Description Gr a p h i c Sa m p l e No . Bl o w Co u n t s % < # 2 0 0 TEST RESULTS 10 20 30 40 50 Penetration - Water Content - Plastic Limit Liquid Limit Th i s i n f o r m a t i o n p e r t a i n s o n l y t o t h i s b o r i n g a n d s h o u l d n o t b e i n t e r p r e t e d a s b e i n g in d i c a t i v e o f t h e s i t e . PAGE 1 of 1 5 10 15 20 25 30 35 40 18-inches of Topsoil 1.5Dark gray, moist, Silty fine to medium SAND (SM), Very Loose 2Light olive brown, moist, Clayey fine to medium SAND (SC), Very Loose 4Slightly mottled gray-brownish yellow, moist to wet, Fat CLAY (CH) with Sand, Soft to Medium Stiff Boring terminated at 10 ft. 1 2 3 4 5 1212 1111 1121 2322 2222 44.4 PROJECT:The Covenant PROJECT NO.:G2020-281 PROJECT LOCATION:Castle Hayne, NC CLIENT:East Carolina Community Development, Inc. BORING LOCATION:See attached Boring Location Exhibit ELEVATION: LOG OF BORING No. P-2 DRILLER:Hofler Drilling, Inc.LOGGED BY:MCR DRILLING METHOD:Mud Rotary DATE:10/19-10/21 DEPTH TO - WATER> INITIAL:6 AFTER 24 HOURS:CAVING> WOH-Weight of Hammer De p t h (f e e t ) Description Gr a p h i c Sa m p l e No . Bl o w Co u n t s % < # 2 0 0 TEST RESULTS 10 20 30 40 50 Penetration - Water Content - Plastic Limit Liquid Limit Th i s i n f o r m a t i o n p e r t a i n s o n l y t o t h i s b o r i n g a n d s h o u l d n o t b e i n t e r p r e t e d a s b e i n g in d i c a t i v e o f t h e s i t e . PAGE 1 of 1 5 10 15 20 25 30 35 40 8-inches of Topsoil .67Light olive brown and yellowish brown, moist, Clayey fine to medium SAND (SC), Very Loose 6Light brownish gray, wet, Fat CLAY (CH) with Sand, Medium Stiff 8Gray, wet, Sandy CLAY (CL), Very Soft Boring terminated at 10 ft. 1 2 3 4 5 0111 1221 2112 1233 WOHWOHWOHWOH WOH PROJECT:The Covenant PROJECT NO.:G2020-281 PROJECT LOCATION:Castle Hayne, NC CLIENT:East Carolina Community Development, Inc. BORING LOCATION:See attached Boring Location Exhibit ELEVATION: LOG OF BORING No. P-3 DRILLER:Hofler Drilling, Inc.LOGGED BY:MCR DRILLING METHOD:Mud Rotary DATE:10/19-10/21 DEPTH TO - WATER> INITIAL:6 AFTER 24 HOURS:CAVING> WOH-Weight of Hammer De p t h (f e e t ) Description Gr a p h i c Sa m p l e No . Bl o w Co u n t s % < # 2 0 0 TEST RESULTS 10 20 30 40 50 Penetration - Water Content - Plastic Limit Liquid Limit Th i s i n f o r m a t i o n p e r t a i n s o n l y t o t h i s b o r i n g a n d s h o u l d n o t b e i n t e r p r e t e d a s b e i n g in d i c a t i v e o f t h e s i t e . PAGE 1 of 1 5 10 15 20 25 30 35 40 10-inches of Topsoil .83Light olive brown, moist, Silty fine to medium SAND (SM), Very Loose 2Light gray and brownish yellow, moist, Clayey fine to medium SAND (SC), Very Loose 6Light brownish gray, wet, Fat CLAY (CH) with Sand, Very Soft to Soft Boring terminated at 10 ft. 1 2 3 4 5 1111 1211 1221 2122 1111 PROJECT:The Covenant PROJECT NO.:G2020-281 PROJECT LOCATION:Castle Hayne, NC CLIENT:East Carolina Community Development, Inc. BORING LOCATION:See attached Boring Location Exhibit ELEVATION: LOG OF BORING No. P-4 DRILLER:Hofler Drilling, Inc.LOGGED BY:MCR DRILLING METHOD:Mud Rotary DATE:10/19-10/21 DEPTH TO - WATER> INITIAL:6 AFTER 24 HOURS:CAVING> WOH-Weight of Hammer De p t h (f e e t ) Description Gr a p h i c Sa m p l e No . Bl o w Co u n t s % < # 2 0 0 TEST RESULTS 10 20 30 40 50 Penetration - Water Content - Plastic Limit Liquid Limit Th i s i n f o r m a t i o n p e r t a i n s o n l y t o t h i s b o r i n g a n d s h o u l d n o t b e i n t e r p r e t e d a s b e i n g in d i c a t i v e o f t h e s i t e . PAGE 1 of 1 5 10 15 20 25 30 35 40 6-inches of Topsoil 0.5Light brownish gray and light gray, moist, Silty fine to medium SAND (SM), Very Loose to Loose 6Slightly mottled light yellowish brown-gray, wet, Fat CLAY (CH) with Sand, Soft to Medium Stiff Boring terminated at 10 ft. 1 2 3 4 5 3333 2735 3212 3212 3232 PROJECT:The Covenant PROJECT NO.:G2020-281 PROJECT LOCATION:Castle Hayne, NC CLIENT:East Carolina Community Development, Inc. BORING LOCATION:See attached Boring Location Exhibit ELEVATION: LOG OF BORING No. P-5 DRILLER:Hofler Drilling, Inc.LOGGED BY:MCR DRILLING METHOD:Mud Rotary DATE:10/19-10/21 DEPTH TO - WATER> INITIAL:6 AFTER 24 HOURS:CAVING> WOH-Weight of Hammer De p t h (f e e t ) Description Gr a p h i c Sa m p l e No . Bl o w Co u n t s % < # 2 0 0 TEST RESULTS 10 20 30 40 50 Penetration - Water Content - Plastic Limit Liquid Limit Th i s i n f o r m a t i o n p e r t a i n s o n l y t o t h i s b o r i n g a n d s h o u l d n o t b e i n t e r p r e t e d a s b e i n g in d i c a t i v e o f t h e s i t e . PAGE 1 of 1 5 10 15 20 25 30 35 40 8-inches of Topsoil .67Dark grayish brown and light brownish gray, moist, Silty fine to medium SAND (SM), Loose 6Slightly mottled light yellowish brown-light brownish gray, wet, Fat CLAY (CH) with Sand, Soft Boring terminated at 10 ft. 1 2 3 4 5 1232 2332 3333 2121 2222 PROJECT:The Covenant PROJECT NO.:G2020-281 PROJECT LOCATION:Castle Hayne, NC CLIENT:East Carolina Community Development, Inc. BORING LOCATION:See attached Boring Location Exhibit ELEVATION: LOG OF BORING No. P-6 DRILLER:Hofler Drilling, Inc.LOGGED BY:MCR DRILLING METHOD:Mud Rotary DATE:10/19-10/21 DEPTH TO - WATER> INITIAL:6 AFTER 24 HOURS:CAVING> WOH-Weight of Hammer De p t h (f e e t ) Description Gr a p h i c Sa m p l e No . Bl o w Co u n t s % < # 2 0 0 TEST RESULTS 10 20 30 40 50 Penetration - Water Content - Plastic Limit Liquid Limit Th i s i n f o r m a t i o n p e r t a i n s o n l y t o t h i s b o r i n g a n d s h o u l d n o t b e i n t e r p r e t e d a s b e i n g in d i c a t i v e o f t h e s i t e . PAGE 1 of 1 APPENDIX IV SOIL PROFILE B- 1 5 2 2 2 2 WO H WO H 4 1 6 B- 2 3 2 3 2 WO H WO H 6 WO H 6 35 B- 3 4 3 2 4 WO H WO H WO H 8 6 9 B- 4 2 2 4 7 0 WO H WO H 14 6 10 B- 5 1 2 4 1 WO H WO H WO H 15 5 9 B- 6 4 5 8 3 2 WO H WO H 6 5 16 B- 7 4 12 11 4 4 WO H WO H 5 5 16 B- 8 4 3 2 WO H 2 2 WO H 6 WO H 9 B- 9 1 2 2 3 2 0 WO H 12 6 9 P- 1 8 7 6 5 4 P- 2 3 2 3 5 4 P- 3 2 4 2 5 WO H P- 4 2 3 4 3 2 P- 5 6 10 3 3 5 P- 6 5 6 6 3 4 0 6 12 18 24 30 36 Depth in Feet 0 6 12 18 24 30 36 Depth in Feet St r a t a s y m b o l s To p s o i l Si l t y s a n d Fa t c l a y Cla y e y s a n d Po o r l y g r a d e d s a n d wi t h s i l t Pe a t Le a n c l a y Ca p e F e a r E n g i n e e r i n g , I n c . GE N E R A L I Z E D S O I L P R O F I L E HO R I Z O N T A L DR A W N B Y / A P P R O V E D B Y mr DA T E D R A W N SC A L E : VE R T I C A L 2/ 1 9 / 2 0 2 1 SC A L E : 1" = 6 ' Th e C o v e n a n t Ca s t l e H a y n e , N C PR O J E C T N O . G 2 0 2 0 - 2 8 1 FI G U R E N U M B E R MODIFIED HUD ENVIRONMENTAL REVIEW THE COVENANT SENIOR HOUSING ALEX TRASK DRIVE CASTLE HAYNE, NORTH CAROLINA ASE PROJECT NO. 1480 FOR THE COVENANT SENIOR HOUSING, LLC NOVEMBER 4, 2020 November 4, 2020 Keith Walker The Covenant Senior Housing, LLC P.O. Box 2400 Beaufort, North Carolina 28516 Reference: Modified HUD Environmental Review The Covenant Senior Housing Alex Trask Drive Castle Hayne, North Carolina ASE Project No. 1480 Dear Mr. Walker, Atlantic Shores Environmental Services (ASE) is pleased to provide you with the results of our Modified HUD Environmental Review for the referenced property. Our services were provided in general accordance with ASE proposal number 1352-P dated August 28, 2020 and generally meets the requirements of 24 CFR § 93.301(f)(1), Modified National Environmental Policy Act (NEPA) Environmental Review for Determining Compliance with Environmental Provisions New Construction. The site consists of a portion of New Hanover County Parcel ID number R03300-003-002-000, which is owned by New Beginning Christian Church, Inc. The site parcel encompasses approximately 8.78 acres and is currently undeveloped land. The project is in an area of Castle Hayne, North Carolina zoned for Office & Institution (OI) and consists of a 68-unit low to mid-range income apartment complex. The site does not currently have an address. However, it is located on Alex Trask Drive in Castle Hayne, North Carolina. The site has frontage on Alex Trask Drive to the west and Holland Drive to the southwest. If there are questions regarding this report, or a need for further information, please contact us at (910) 371-5980. Respectfully submitted, ATLANTIC SHORES ENVIRONMENTAL SERVICES, LTD. Cheryl J. Moody, PE Brandon S. Dobbs Principal Engineer Staff Scientist Modified HUD Environmental Review November 4, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 Determining Compliance with Environmental Provisions 24 CFR § 93.301(f)(1) New Construction Historic Preservation Select one of the following: ☒ The project is NOT listed or eligible for listing in the National Register of Historic Places individually or as part of an historic district. Documentation: Refer to Figure 1 ☐ The project is listed or eligible to be listed on the National Register of Historic Places, individually or as part of an historic district, and work DOES NOT include demolition and MEETS the Secretary of Interior’s Standards for Rehabilitation – including the Standards related to new construction. ☐ Project cannot be funded with HTF. Farmlands Select one of the following: ☒ The project will NOT convert unique, prime or significant (state or local) farmland to an urban use. Documentation: Refer to USDA Soil Report ☐ Project cannot be funded with HTF. Airport Zones Select one of the following: ☒ The project is NOT located within a Runway Protection Zone (RPZ) of a civilian airport or the clear zone or Accident Potential Zone (APZ) of a military airfield. Documentation: Refer to Figure 2 ☐ Project cannot be funded with HTF. Coastal Barrier Resources Select one of the following: ☒ The project is NOT located within a Coastal Barrier Resources System (CBRS) unit. Documentation: Refer to Figure 3 ☐ Project cannot be funded with HTF. Coastal Zone Management Select one of the following: Modified HUD Environmental Review November 4, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 ☒ The project is NOT located in a Coastal Zone, or it has been determined that the project IS CONSISTENT with the State Coastal Zone Management Plan. Documentation: Refer to email from Mr. Daniel Govoni, North Carolina Coastal Management Program ☐ Project cannot be funded with HTF. Floodplains Select one of the following: ☒ The project is NOT located in the Floodway, Coastal High Hazard Area or 100-year or 500-year floodplain on the latest FEMA floodmap (including preliminary maps and Advisory Base Flood Elevations). Documentation: Refer to FEMA Firm Map ☐ 100-year floodplain - If there are no practicable alternatives to new construction or substantial improvement the structure IS elevated at least to the base flood elevation (BFE) or floodproofed to one foot above the BFE and the project IS NOT a Critical Action. ☐ Floodway – The project IS a functionally dependent use. ☐ Coastal High Hazard Area – The project IS reconstruction following destruction caused by a disaster and is designed for location in a coastal high hazard area consistent with the FEMA National Flood Insurance Program requirements for V Zones. ☐ 500-year floodplain – The project is NOT a Critical Action. ☐ Project cannot be funded with HTF. Wetlands Select one of the following: ☒ The project will NOT adversely impact a wetland. The project will NOT drain, dredge, channelize, fill, dike, impound, or perform grading activities in wetlands. Documentation: Refer to National Wetland Inventory Map ☐ Project cannot be funded with HTF. Explosives and Hazards Select one of the following: Modified HUD Environmental Review November 4, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 ☒ The project IS in compliance with the standards for acceptable separation distances, as set forth at 24 CFR part 51, subpart C. Documentation: Refer to Figure 4 and ASD Calculator ☐ Project cannot be funded with HTF. Contamination Select one of the following: ☒ The project is FREE of hazardous materials, contamination, toxic chemicals and gases, and radioactive substances, where a hazard could affect the health and safety of occupants or conflict with the intended use of the property. Documentation: Refer to Phase I Environmental Site Assessment dated September 29, 2020 produced by Atlantic Shores Environmental Services, Ltd ☐ Project cannot be funded with HTF. Noise Select one of the following: ☒ External noise level is LESS THAN 65 dB. Documentation: Refer to Figure 5, the site is within 3,000 feet of a railroad, however the railroad has been abandoned and is no longer used. ☐ External noise level is between 65 dB and less than 75 dB. Mitigation measures result in an interior standard of 45 dB. ☐ External noise level is 75 dB or greater. There are NO noise sensitive outdoor uses (e.g., picnic areas, tot lots, balconies, or patios) and mitigation measures to the building shell achieve the 45 dB interior standard. ☐ Project cannot be funded with HTF. Endangered Species Select one of the following: ☒ The project will NOT impact endangered or threatened species or their habitat. Documentation: Refer to USFWS Letter ☐ Project cannot be funded with HTF. Wild and Scenic Rivers Select one of the following: ☒ The project is NOT located near a Wild and Scenic River. Modified HUD Environmental Review November 4, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 Documentation: Refer to Figure 6 ☐ The project is located near a Wild and Scenic River and IS CONSISTENT with the River’s Management Plan. ☐ Project cannot be funded with HTF. Sole Source Aquifers Select one of the following: ☒ The project will NOT impact a Sole Source Aquifer. Documentation: Refer to Figure 7 ☐ Project cannot be funded with HTF. Safe Drinking Water Select one of the following: ☒ The project is CONSTRUCTED WITH lead-free pipes, solder, and flux. ☐ Project cannot be funded with HTF. µModified HUD Environmental Review Alex Trask Drive Castle Hayne, North Carolina Project Number: 1480 0 0.1 0.20.05 Miles Legend Site Location Historic Structure Historic Site Historic Object Historic District Historic Building Figure 1: Historic Preservation Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, EarthstarGeographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, andthe GIS User Community Imagery Date: 11/2019Data: Historic Register of Historic Places geospatial dataset United States Department of Agriculture A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for New Hanover County, North Carolina NaturalResourcesConservationService October 27, 2020 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/ portal/nrcs/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/? cid=nrcs142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface....................................................................................................................2 How Soil Surveys Are Made..................................................................................5 Soil Map..................................................................................................................8 Soil Map................................................................................................................9 Legend................................................................................................................10 Map Unit Legend................................................................................................11 Map Unit Descriptions.........................................................................................11 New Hanover County, North Carolina.............................................................13 Ls—Lynchburg fine sandy loam, 0 to 2 percent slopes, Atlantic Coast Flatwoods..............................................................................................13 Pn—Pantego loam......................................................................................14 To—Torhunta loamy fine sand.....................................................................16 Soil Information for All Uses...............................................................................18 Soil Reports........................................................................................................18 Land Classifications........................................................................................18 Prime and other Important Farmlands (The Covenant Senior Housing )....18 References............................................................................................................21 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil-vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil 5 scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil-landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and Custom Soil Resource Report 6 identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. Custom Soil Resource Report 7 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 8 9 Custom Soil Resource Report Soil Map 37 9 8 9 3 0 37 9 8 9 7 0 37 9 9 0 1 0 37 9 9 0 5 0 37 9 9 0 9 0 37 9 9 1 3 0 37 9 9 1 7 0 37 9 9 2 1 0 37 9 8 8 9 0 37 9 8 9 3 0 37 9 8 9 7 0 37 9 9 0 1 0 37 9 9 0 5 0 37 9 9 0 9 0 37 9 9 1 3 0 37 9 9 1 7 0 37 9 9 2 1 0 231910 231950 231990 232030 232070 232110 232150 231910 231950 231990 232030 232070 232110 34° 17' 58'' N 77 ° 5 4 ' 4 6 ' ' W 34° 17' 58'' N 77 ° 5 4 ' 3 6 ' ' W 34° 17' 48'' N 77 ° 5 4 ' 4 6 ' ' W 34° 17' 48'' N 77 ° 5 4 ' 3 6 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS840 50 100 200 300Feet0 20 40 80 120MetersMap Scale: 1:1,620 if printed on A portrait (8.5" x 11") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:15,800. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: New Hanover County, North Carolina Survey Area Data: Version 21, Jun 4, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Nov 21, 2018—Nov 28, 2018 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 10 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Ls Lynchburg fine sandy loam, 0 to 2 percent slopes, Atlantic Coast Flatwoods 2.6 37.1% Pn Pantego loam 4.1 58.3% To Torhunta loamy fine sand 0.3 4.6% Totals for Area of Interest 7.0 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The Custom Soil Resource Report 11 delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. Custom Soil Resource Report 12 New Hanover County, North Carolina Ls—Lynchburg fine sandy loam, 0 to 2 percent slopes, Atlantic Coast Flatwoods Map Unit Setting National map unit symbol: 2vx8k Elevation: 0 to 100 feet Mean annual precipitation: 40 to 55 inches Mean annual air temperature: 64 to 70 degrees F Frost-free period: 200 to 310 days Farmland classification: Prime farmland if drained Map Unit Composition Lynchburg and similar soils:82 percent Minor components:18 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Lynchburg Setting Landform:Marine terraces Landform position (three-dimensional):Tread Down-slope shape:Linear Across-slope shape:Linear Parent material:Loamy marine deposits Typical profile Ap - 0 to 6 inches: fine sandy loam E - 6 to 13 inches: fine sandy loam Bt - 13 to 21 inches: sandy clay loam Btg - 21 to 45 inches: sandy clay loam BCg - 45 to 63 inches: sandy clay loam Properties and qualities Slope:0 to 2 percent Depth to restrictive feature:More than 80 inches Drainage class:Somewhat poorly drained Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.57 to 1.98 in/hr) Depth to water table:About 6 to 18 inches Frequency of flooding:None Frequency of ponding:None Available water capacity:Low (about 5.1 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2w Hydrologic Soil Group: B/D Hydric soil rating: No Minor Components Goldsboro Percent of map unit:8 percent Landform:Flats on marine terraces, broad interstream divides on marine terraces Custom Soil Resource Report 13 Landform position (three-dimensional):Talf Down-slope shape:Linear Across-slope shape:Linear Hydric soil rating: No Rains, undrained Percent of map unit:5 percent Landform:Flats on marine terraces, broad interstream divides on marine terraces, carolina bays on marine terraces Landform position (three-dimensional):Dip, talf Down-slope shape:Linear Across-slope shape:Linear Hydric soil rating: Yes Rains, drained Percent of map unit:5 percent Landform:Broad interstream divides on marine terraces, carolina bays on marine terraces, flats on marine terraces Landform position (three-dimensional):Dip, talf Down-slope shape:Linear Across-slope shape:Linear Hydric soil rating: Yes Pn—Pantego loam Map Unit Setting National map unit symbol: 3wrn Elevation: 20 to 160 feet Mean annual precipitation: 40 to 55 inches Mean annual air temperature: 59 to 70 degrees F Frost-free period: 200 to 280 days Farmland classification: Prime farmland if drained Map Unit Composition Pantego, drained, and similar soils:80 percent Pantego, undrained, and similar soils:10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Pantego, Drained Setting Landform:Flats on marine terraces, broad interstream divides on marine terraces Down-slope shape:Linear Across-slope shape:Concave Parent material:Loamy marine deposits Typical profile A - 0 to 18 inches: loam Bt - 18 to 27 inches: sandy clay loam Btg - 27 to 80 inches: sandy clay loam Custom Soil Resource Report 14 Properties and qualities Slope:0 to 1 percent Depth to restrictive feature:More than 80 inches Drainage class:Very poorly drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.57 to 1.98 in/hr) Depth to water table:About 0 to 12 inches Frequency of flooding:Rare Frequency of ponding:None Available water capacity:High (about 10.2 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: B/D Hydric soil rating: Yes Description of Pantego, Undrained Setting Landform:Flats on marine terraces, broad interstream divides on marine terraces Down-slope shape:Linear Across-slope shape:Concave Parent material:Loamy marine deposits Typical profile A - 0 to 18 inches: loam Bt - 18 to 27 inches: sandy clay loam Btg - 27 to 80 inches: sandy clay loam Properties and qualities Slope:0 to 1 percent Depth to restrictive feature:More than 80 inches Drainage class:Very poorly drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.57 to 1.98 in/hr) Depth to water table:About 0 to 12 inches Frequency of flooding:Rare Frequency of ponding:None Available water capacity:High (about 10.2 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6w Hydrologic Soil Group: B/D Hydric soil rating: Yes Custom Soil Resource Report 15 To—Torhunta loamy fine sand Map Unit Setting National map unit symbol: 3wrw Elevation: 20 to 160 feet Mean annual precipitation: 40 to 55 inches Mean annual air temperature: 59 to 70 degrees F Frost-free period: 200 to 280 days Farmland classification: Prime farmland if drained Map Unit Composition Torhunta, drained, and similar soils:80 percent Torhunta, undrained, and similar soils:10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Torhunta, Drained Setting Landform:Depressions on stream terraces, flats on marine terraces, carolina bays on marine terraces Down-slope shape:Linear Across-slope shape:Linear Parent material:Sandy and loamy alluvium and/or fluviomarine deposits Typical profile Ap - 0 to 12 inches: mucky fine sandy loam Bg - 12 to 37 inches: fine sandy loam Cg - 37 to 80 inches: loamy sand Properties and qualities Slope:0 to 2 percent Depth to restrictive feature:More than 80 inches Drainage class:Very poorly drained Runoff class: Very high Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.57 to 5.95 in/hr) Depth to water table:About 0 to 12 inches Frequency of flooding:None Frequency of ponding:None Available water capacity:Low (about 5.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: A/D Hydric soil rating: Yes Custom Soil Resource Report 16 Description of Torhunta, Undrained Setting Landform:Carolina bays on marine terraces, depressions on stream terraces, flats on marine terraces Down-slope shape:Linear Across-slope shape:Linear Parent material:Sandy and loamy alluvium and/or fluviomarine deposits Typical profile A - 0 to 12 inches: mucky fine sandy loam Bg - 12 to 37 inches: fine sandy loam Cg - 37 to 80 inches: loamy sand Properties and qualities Slope:0 to 2 percent Depth to restrictive feature:More than 80 inches Drainage class:Very poorly drained Runoff class: Very high Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.57 to 5.95 in/hr) Depth to water table:About 0 to 12 inches Frequency of flooding:None Frequency of ponding:None Available water capacity:Low (about 5.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6w Hydrologic Soil Group: A/D Hydric soil rating: Yes Custom Soil Resource Report 17 Soil Information for All Uses Soil Reports The Soil Reports section includes various formatted tabular and narrative reports (tables) containing data for each selected soil map unit and each component of each unit. No aggregation of data has occurred as is done in reports in the Soil Properties and Qualities and Suitabilities and Limitations sections. The reports contain soil interpretive information as well as basic soil properties and qualities. A description of each report (table) is included. Land Classifications This folder contains a collection of tabular reports that present a variety of soil groupings. The reports (tables) include all selected map units and components for each map unit. Land classifications are specified land use and management groupings that are assigned to soil areas because combinations of soil have similar behavior for specified practices. Most are based on soil properties and other factors that directly influence the specific use of the soil. Example classifications include ecological site classification, farmland classification, irrigated and nonirrigated land capability classification, and hydric rating. Prime and other Important Farmlands (The Covenant Senior Housing ) This table lists the map units in the survey area that are considered important farmlands. Important farmlands consist of prime farmland, unique farmland, and farmland of statewide or local importance. This list does not constitute a recommendation for a particular land use. In an effort to identify the extent and location of important farmlands, the Natural Resources Conservation Service, in cooperation with other interested Federal, State, and local government organizations, has inventoried land that can be used for the production of the Nation's food supply. Prime farmland is of major importance in meeting the Nation's short- and long-range needs for food and fiber. Because the supply of high-quality farmland is limited, the U.S. Department of Agriculture recognizes that responsible levels of government, as well as individuals, should encourage and facilitate the wise use of our Nation's prime farmland. 18 Prime farmland, as defined by the U.S. Department of Agriculture, is land that has the best combination of physical and chemical characteristics for producing food, feed, forage, fiber, and oilseed crops and is available for these uses. It could be cultivated land, pastureland, forestland, or other land, but it is not urban or built-up land or water areas. The soil quality, growing season, and moisture supply are those needed for the soil to economically produce sustained high yields of crops when proper management, including water management, and acceptable farming methods are applied. In general, prime farmland has an adequate and dependable supply of moisture from precipitation or irrigation, a favorable temperature and growing season, acceptable acidity or alkalinity, an acceptable salt and sodium content, and few or no rocks. The water supply is dependable and of adequate quality. Prime farmland is permeable to water and air. It is not excessively erodible or saturated with water for long periods, and it either is not frequently flooded during the growing season or is protected from flooding. Slope ranges mainly from 0 to 6 percent. More detailed information about the criteria for prime farmland is available at the local office of the Natural Resources Conservation Service. For some of the soils identified in the table as prime farmland, measures that overcome a hazard or limitation, such as flooding, wetness, and droughtiness, are needed. Onsite evaluation is needed to determine whether or not the hazard or limitation has been overcome by corrective measures. A recent trend in land use in some areas has been the loss of some prime farmland to industrial and urban uses. The loss of prime farmland to other uses puts pressure on marginal lands, which generally are more erodible, droughty, and less productive and cannot be easily cultivated. Unique farmland is land other than prime farmland that is used for the production of specific high-value food and fiber crops, such as citrus, tree nuts, olives, cranberries, and other fruits and vegetables. It has the special combination of soil quality, growing season, moisture supply, temperature, humidity, air drainage, elevation, and aspect needed for the soil to economically produce sustainable high yields of these crops when properly managed. The water supply is dependable and of adequate quality. Nearness to markets is an additional consideration. Unique farmland is not based on national criteria. It commonly is in areas where there is a special microclimate, such as the wine country in California. In some areas, land that does not meet the criteria for prime or unique farmland is considered to be farmland of statewide importance for the production of food, feed, fiber, forage, and oilseed crops. The criteria for defining and delineating farmland of statewide importance are determined by the appropriate State agencies. Generally, this land includes areas of soils that nearly meet the requirements for prime farmland and that economically produce high yields of crops when treated and managed according to acceptable farming methods. Some areas may produce as high a yield as prime farmland if conditions are favorable. Farmland of statewide importance may include tracts of land that have been designated for agriculture by State law. In some areas that are not identified as having national or statewide importance, land is considered to be farmland of local importance for the production of food, feed, fiber, forage, and oilseed crops. This farmland is identified by the appropriate local agencies. Farmland of local importance may include tracts of land that have been designated for agriculture by local ordinance. Custom Soil Resource Report 19 Report—Prime and other Important Farmlands (The Covenant Senior Housing ) Prime and other Important Farmlands–New Hanover County, North Carolina Map Symbol Map Unit Name Farmland Classification Ls Lynchburg fine sandy loam, 0 to 2 percent slopes, Atlantic Coast Flatwoods Prime farmland if drained Pn Pantego loam Prime farmland if drained To Torhunta loamy fine sand Prime farmland if drained Custom Soil Resource Report 20 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/national/soils/?cid=nrcs142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/ home/?cid=nrcs142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/landuse/rangepasture/?cid=stelprdb1043084 21 United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/soils/scientists/?cid=nrcs142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/? cid=nrcs142p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf Custom Soil Resource Report 22 µModified HUD Environmental Review Alex Trask Drive Castle Hayne, North Carolina Project Number: 1480 0 1 20.5 Miles Legend Site Location and 2,500 Ft Radius Wilmington Airport Figure 2: Airport Zones Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, EarthstarGeographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, andthe GIS User Community Imagery Date: 11/2019 Note: There are not any Civilian Airports within 2,500 feet or MilitaryAirports within 15,000 feet of the subject site. µModified HUD Environmental Review Alex Trask Drive Castle Hayne, North Carolina Project Number: 1480 0 4 82 Miles Legend Site Location CBRS Boundaries Figure 3: Coastal Barrier Resources Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, EarthstarGeographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, andthe GIS User Community Imagery Date: 11/2019 11/3/2020 Workspace Webmail :: Print https://email27.secureserver.net/view_print_multi.php?uidArray=2148|INBOX&aEmlPart=0 1/3 Print | Close Window Subject: RE: [External] CAMA Consistency Letters DCM20200037 From: "Govoni, Daniel" <daniel.govoni@ncdenr.gov> Date: Tue, Nov 03, 2020 8:36 am To: "bdobbs@atlanticshoresenv.com" <bdobbs@atlanticshoresenv.com> Correct, it applies to both projects. Let me know if you have any ques ons. Thank you -Daniel From: bdobbs@atlan cshoresenv.com [mailto:bdobbs@atlan cshoresenv.com] Sent: Tuesday, November 3, 2020 8:34 AM To: Govoni, Daniel <daniel.govoni@ncdenr.gov> Subject: RE: [External] CAMA Consistency Le ers DCM20200037 CAUTION: External email. Do not click links or open a achments unless you verify. Send all suspicious email as an a achment to report.spam@nc.gov Hello Mr Govoni, It states in your email "the proposed activities are consistent with North Carolina’s approved coastalmanagement program" is this for both the Castle Hayne, NC Project and Beaufort, NC Project? Thank you, Brandon S. Dobbs Staff Scientist Atlantic Shores Environmental Services, Ltd. 175-1 Venture Drive Leland, North Carolina 28451 910-371-5980 (o) 910-520-5898 (c) bdobbs@atlanticshoresenv.com www.atlanticshoresenvironmental.com - A Woman Owned Company - HUB Certified - CONFIDENTIAL & PRIVILEGED The information contained herein is confidential information/work product. The communication isintended for the use of the individual or entity named above. If the reader of this transmission is not theintended recipient, you are hereby notified that any dissemination, distribution or copying of thiscommunication is strictly prohibited. If you have received this communication in error or are not surewhether it is privileged, please immediately notify us by return e-mail and destroy any copies,electronic, paper or otherwise, which you may have of this communication. -------- Original Message -------- Subject: RE: [External] CAMA Consistency Letters DCM20200037 From: "Govoni, Daniel" <daniel.govoni@ncdenr.gov> Date: Mon, November 02, 2020 7:47 am To: "bdobbs@atlanticshoresenv.com" <bdobbs@atlanticshoresenv.com> Hello Brandon, North Carolina’s coastal zone management program consists of, but is not limited to, the Coastal Area Management Act, the State’s Dredge and Fill Law, Chapter 7 of Title 15A of North Carolina’s Administra ve Code, and the land use plan of the County and/or local municipality in which the proposed project is 11/3/2020 Workspace Webmail :: Print https://email27.secureserver.net/view_print_multi.php?uidArray=2148|INBOX&aEmlPart=0 2/3 located. It is the objec ve of the Division of Coastal Management (DCM) to manage the State’s coastal resources to ensure that proposed federal ac ons would be compa ble with safeguarding and perpetua ng the biological, social, economic, and aesthe c values of the State’s coastal waters. DCM has reviewed the submi ed informa on pursuant to the management objec ves and enforceable policies of Subchapters 7H and 7M of Chapter 7 in Title 15A of the North Carolina Administra ve Code and concurs that the proposed ac vi es are consistent with North Carolina’s approved coastal management program. Prior to the ini a on of the ac vi es described, the applicant should obtain any required State approvals or authoriza ons, including any authoriza ons required by the N.C. Division of Water Resources. Should the proposed ac on be modified further, a revised consistency determina on could be necessary. This might take the form of either a supplemental consistency determina on pursuant to 15 CFR 930.46, or a new consistency determina on pursuant to 15 CFR 930.36. Likewise, if further project assessments reveal environmental effects not previously considered, a supplemental consistency cer fica on may be required. If you have any ques ons, please contact me at (252) 808-2808. Thank you for your considera on of the North Carolina Coastal Management Program. Daniel From: bdobbs@atlan cshoresenv.com [mailto:bdobbs@atlan cshoresenv.com] Sent: Wednesday, September 2, 2020 3:16 PM To: Govoni, Daniel <daniel.govoni@ncdenr.gov> Subject: [External] CAMA Consistency Le ers CAUTION: External email. Do not click links or open a achments unless you verify. Send all suspicious email as an a achment to report.spam@nc.gov Hello Mr. Govoni, My name is Brandon Dobbs and I work for Atlantic Shores Environmental Services, Ltd. We arecurrently working on two HUD Environmental Reviews on properties located in Beaufort, NC andCastle Hayne, NC. I have attached the CAMA Consistency letters to this email. Please let meknow if you need anything else from us. Thank you, Brandon S. Dobbs Staff Scientist Atlantic Shores Environmental Services, Ltd. 175-1 Venture Drive Leland, North Carolina 28451 910-371-5980 (o) 910-520-5898 (c) bdobbs@atlanticshoresenv.com www.atlanticshoresenvironmental.com - A Woman Owned Company - HUB Certified - CONFIDENTIAL & PRIVILEGED The information contained herein is confidential information/work product. The communicationis intended for the use of the individual or entity named above. If the reader of thistransmission is not the intended recipient, you are hereby notified that any dissemination,distribution or copying of this communication is strictly prohibited. If you have received this USGS The National Map: Orthoimagery. Data refreshed April 2020 National Flood Hazard Layer FIRMette 0 500 1,000 1,500 2,000250 Feet Ü SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOODHAZARD AREAS Without Base Flood Elevation (BFE)Zone A, V, A99With BFE or DepthZone AE, AO, AH, VE, AR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areasof 1% annual chance flood with averagedepth less than one foot or with drainageareas of less than one square mileZone X Future Conditions 1% Annual Chance Flood HazardZone X Area with Reduced Flood Risk due to Levee. See Notes.Zone X Area with Flood Risk due to LeveeZone D NO SCREENArea of Minimal Flood Hazard Zone X Area of Undetermined Flood HazardZone D Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation Coastal Transect Coastal Transect Baseline Profile Baseline Hydrographic Feature Base Flood Elevation Line (BFE) Effective LOMRs Limit of Study Jurisdiction Boundary Digital Data Available No Digital Data Available Unmapped This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below.The basemap shown complies with FEMA's basemapaccuracy standards The flood hazard information is derived directly from theauthoritative NFHL web services provided by FEMA. This mapwas exported on 9/4/2020 at 11:36 AM and does notreflect changes or amendments subsequent to this date andtime. The NFHL and effective information may change orbecome superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. Legend OTHER AREAS OF FLOOD HAZARD OTHER AREAS GENERAL STRUCTURES OTHER FEATURES MAP PANELS 8 B 20.2 The pin displayed on the map is an approximatepoint selected by the user and does not representan authoritative property location. 1:6,000 77°55'2"W 34°18'9"N 77°54'24"W 34°17'39"N µModified HUD Environmental Review Alex Trask Drive Castle Hayne, North Carolina Project Number: 1480 0 0.25 0.50.125 Miles Legend Site Location Aboveground Storage Tank Figure 4: Explosives and Hazards Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye,Earthstar Geographics, CNES/Airbus DS, USDA, USGS,AeroGRID, IGN, and the GIS User CommunityImagery Date: November 2019 3,500 Feet 182 Ft Acceptable Seperation Distance September 29, 2020 Mr. Keith Walker The Covenant Senior Housing, LLC P.O. Box 2400 Beaufort, North Carolina, 28516 Reference: Phase I Environmental Site Assessment The Covenant Senior Housing Alex Trask Drive Castle Hayne, North Carolina ASE Project No. 1480 Dear Mr. Walker Atlantic Shores Environmental Services, Ltd. (ASE) is pleased to provide you with the results of our Phase I Environmental Site Assessment (ESA) for the referenced property. Our services were provided in general accordance with ASE proposal number 1352-P dated August 28, 2020 and generally meet the requirements of ASTM E 1527-13, Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process and EPA Standards and Practices for All Appropriate Inquiries contained in 40 CFR Part 312. If there are questions regarding this report, or a need for further information, please contact us at 910-371-5980. Respectfully submitted, ATLANTIC SHORES ENVIRONMENTAL SERVICES, LTD. Cheryl J. Moody, REM, CIEC, CMRS Brandon Scott Dobbs Principal Scientist Staff Scientist PHASE I ENVIRONMENTAL SITE ASSESSMENT THE COVENANT SENIOR HOUSING ALEX TRASK DRIVE CASTLE HAYNE, NORTH CAROLINA ASE PROJECT NO. 1480 FOR THE COVENANT SENIOR HOUSING, LLC SEPTEMBER 29, 2020 Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, North Carolina ASE Project No. 1480 ENVIRONMENTAL PROFESSIONAL STATEMENT We declare that, to the best of our professional knowledge and belief, we meet the definition of Environmental Professional as defined in § 312.10 of 40 CFR 312. We have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the subject property. We have developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312. September 29, 2020 Cheryl J. Moody, PE, REM Date Principal Scientist ___________________________________________________________________________ ___________________________________________________________________________ PROJECT Phase I Environmental Site Assessment The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ___________________________________________________________________________ CLIENT The Covenant Senior Housing, LLC P.O. Box 2400 Beaufort, North Carolina, 28516 ________________________________________________________________ SUBMITTED BY Atlantic Shores Environmental Services, Ltd. 175-1 Venture Drive Belville, North Carolina 28451 ___________________________________________________________________________ _____________________ PROJECT No. 1480 _________________________________________ _________________________________________ DATE September 29, 2020 _______________________________________ PHASE I ENVIRONMENTAL SITE ASSESSMENT THE COVENANT SENIOR HOUSING ALEX TRASK DRIVE CASTLE HAYNE, NEW HANOVER COUNTY, NORTH CAROLINA ASE PROJECT NO. 1480 TABLE OF CONTENTS SECTION PAGE 1.0 EXECUTIVE SUMMARY ...................................................................................................................... 1 2.0 INTRODUCTION ................................................................................................................................... 3 2.1 PURPOSE AND REASON FOR PERFORMING PHASE I ESA ....................................................................... 3 2.2 SCOPE OF SERVICES ........................................................................................................................... 3 2.3 LIMITATIONS ..................................................................................................................................... 3 3.0 SITE DESCRIPTION .............................................................................................................................. 5 3.1 SITE LOCATION AND LEGAL DESCRIPTION .......................................................................................... 5 3.3 CURRENT USE AND DESCRIPTION OF THE SITE ..................................................................................... 6 3.4 CURRENT USES OF THE ADJOINING PROPERTIES .................................................................................. 6 4.0 USER PROVIDED INFORMATION ..................................................................................................... 6 4.2 ENVIRONMENTAL LIENS OR ACTIVITY AND USE LIMITATIONS ............................................................. 6 4.3 SPECIALIZED KNOWLEDGE ................................................................................................................. 6 4.4 COMMONLY KNOWN OR REASONABLY ASCERTAINABLE INFORMATION ............................................... 7 4.5 VALUATION REDUCTION FOR ENVIRONMENTAL ISSUES ....................................................................... 7 4.6 OWNER, PROPERTY MANAGER, AND OCCUPANT INFORMATION ........................................................... 7 4.7 DEGREE OF OBVIOUSNESS .................................................................................................................. 7 5.0 RECORDS REVIEW .............................................................................................................................. 7 5.1 STANDARD ENVIRONMENTAL RECORD SOURCES ................................................................................. 7 5.2 ADDITIONAL ENVIRONMENTAL RECORD SOURCES ............................................................................ 14 5.3 HISTORICAL USE INFORMATION ........................................................................................................ 15 6.0 SITE AND AREA RECONNAISSANCE .............................................................................................. 20 6.1 ON-SITE FEATURES .......................................................................................................................... 20 6.2 ADJOINING AND NEARBY PROPERTIES .............................................................................................. 22 7.0 ADDITIONAL SERVICES ................................................................................................................... 22 8.0 INTERVIEWS ....................................................................................................................................... 22 9.0 FINDINGS AND OPINION .................................................................................................................. 23 10.0 CONCLUSION .................................................................................................................................... 23 11.0 REFERENCES .................................................................................................................................... 25 Table of Contents Page 2 APPENDIX I Figures 1. Topographic Map 2. Aerial Map 3. Street Map II User Provided Information III Regulatory Review Documents IV Historical Documents V Site Photographs VI Interview Documentation VII Statement of Qualifications Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 1 1.0 EXECUTIVE SUMMARY Atlantic Shores Environmental Services, Ltd. (ASE) was contracted by Keith Walker to perform an ASTM Standard E-1527-13, Phase I Environmental Site Assessment (ESA) for the property located on Alex Trask Drive in Castle Hayne, New Hanover County, North Carolina. The site location and site boundary are illustrated on the attached figures included in Appendix I. The Environmental Assessment was conducted in substantial accordance with ASTM E 1527-13 and EPA Standards and Practices for All Appropriate Inquiries. The Environmental Assessment was conducted under the supervision or responsible charge of an individual that qualifies as an environmental professional, as defined in 40 CFR §312.10. Any exceptions to or deletions from this practice are described in Section 2.3 of this report. The site referred to as “subject property”, “site” or “the property” consists of approximately 8.78 acres of New Hanover County Parcel ID number R03300-003-002-000. The site is owned by New Beginning Christian Church, Inc. The site parcel is undeveloped grassy land. The site does not currently have an address, however, it is located on Alex Trask Drive in Castle Hayne, North Carolina. The site has frontage on Alex Trask Drive to the west and Holland Drive to the southwest. Based on the EDR aerials the site was primarily utilized for agriculture sometime before 1938 to approximately 2012. Since approximately 2012, the site has been vacant grassy land. Pesticides and herbicides have likely been used on the site. However, the application of these materials in accordance with the manufacturers approved application rates is not considered a REC. The site is currently zoned as Office & Institution (O&I). Residential properties are located on adjacent properties to the west and southwest. Gospel Fellowship Holiness is located on the northwest adjacent property. New Beginning Christian Church is located on the northern adjoining property. Adjoining properties to the east and south are agricultural fields. Historical uses of the adjoining properties do not appear to pose an environmental risk to the site. The Standard Environmental Records (SER) search was prepared by Environmental Data Resources, Inc. (EDR). EDR did not identify the site in the standard environmental records. However, EDR identified four properties within their respective search distances from the site. Based on the distances from the site, topographic gradient, and/or regulatory information, these listings are not considered REC’s. As documented and qualified by this report, this assessment has not revealed evidence of REC in connection with the site parcel. Based on the results of the Phase I ESA. ASE does not recommend additional assessment of the site at this time. The site has a long history of agricultural uses. Although the application of herbicides and pesticides in accordance with the manufacturers approved application rates Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 2 is not considered a REC, if wells are proposed for the property, it may be prudent to test the groundwater from potential impacts prior to use. This Executive Summary is an integral part of the Phase I Environmental Site Assessment report. ASE recommends that the report be read in its entirety. Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 3 2.0 INTRODUCTION 2.1 Purpose and Reason for Performing Phase I ESA The purpose of the ESA was to: • Evaluate the probability of impact to the surface water, groundwater and/or soils within the site boundaries through a review of regulatory information and a reconnaissance of the subject site and vicinity; • Evaluate historical land usage to identify previous conditions that could potentially impact the environmental condition of the site; • Evaluate the potential for on-site and off-site contamination; • Provide a professional opinion regarding the potential for environmental impact at the site, and a list of Recognized Environmental Conditions (REC); and • Conduct all appropriate inquiry as defined by ASTM E 1527-13. The reason for the ESA is to qualify for landowner liability protections to CERCLA liability. 2.2 Scope of Services ASE was contracted by The Covenant Senior Housing, LLC to perform a Phase I ESA for the property located on Alex Trask Drive in Castle Hayne, New Hanover County, North Carolina. The site location and site boundary are illustrated on the attached figures included in Appendix I. The Environmental Assessment was conducted in substantial accordance with ASTM E 1527-13 and EPA Standards and Practices for All Appropriate Inquiries. The Environmental Assessment was conducted under the supervision or responsible charge of an individual that qualifies as an environmental professional, as defined in 40 CFR §312.10. 2.3 Limitations The ESA involved a reconnaissance of the site and contiguous properties and a review of regulatory and historical information in general accordance with the ASTM standard and EPA regulation referenced herein. No non-scope considerations or additional issues such as asbestos, radon, wetlands or mold were investigated, unless otherwise described in Section 7.0 of this report. The conclusions and/or recommendations presented within this report are based upon a reasonable level of investigation within normal bounds and standards of professional practice for a site in this particular geographic and geologic setting. The intent of this assessment is to Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 4 identify the potential for recognized environmental conditions in connection with the site; however, no environmental site assessment can completely eliminate uncertainty regarding the potential for recognized environmental conditions in connection with the site. The findings of this ESA are not intended to serve as an audit for health and safety compliance issues pertaining to improvements or activities at the site. ASE is not liable for the discovery or elimination of hazards that may potentially cause damage, accidents or injury. All observations, conclusions and/or recommendations pertaining to environmental conditions at the subject site are necessarily limited to conditions observed, and or materials reviewed at the time this study was undertaken. It was not the purpose of this study to determine the actual presence, degree or extent of contamination, if any, at this site. This could require additional exploratory work, including sampling and laboratory analysis. No other warranty, expressed or implied, is made with regard to the conclusions and/or recommendations presented within this report. ASTM E-1527-13 defines a "recognized environmental condition" as: " the presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: (1) due to any release to the environment; (2) under conditions indicative of a release to the environment; or (3) under conditions that pose a material threat of a future release to the environment. De minimis conditions are not recognized environmental conditions.” ASTM E-1527-13 defines a “de minimis condition” as: “a condition that generally does not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies.” ASTM E-1527-13 defines “controlled recognized environmental condition” 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 (for example, as evidenced by the issuance of a no further action letter or equivalent, or meeting risk-based criteria established by regulatory authority), with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls (for example, property use restrictions, activity and use limitations, institutional controls, or engineering controls).” ASTM E-1527-13 defines “historical recognized environmental condition” as: “a past release of any 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 (for example, property use restrictions, activity and use limitations, institutional controls, or engineering controls).” ASTM E-1527-13 defines a “business environmental risk” as “a risk which can have a material environmental or environmentally-driven impact on the business associated with the current or planned use of a parcel of commercial real estate, not necessarily limited to those Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 5 environmental issues required to be investigated in this practice” This report is provided for the exclusive use for The Covenant Senior Housing, LLC under the existing terms and conditions for this project under ASE proposal number 1352-P, dated August 28, 2020. This report is not intended to be used or relied upon in connection with other projects or by other unidentified third parties. The use of this report by any undesignated third party or parties will be at such party’s sole risk and ASE disclaims liability for any such third party use or reliance. 3.0 SITE DESCRIPTION 3.1 Site Location and Legal Description The site referred to as “subject property”, “site” or “the property” consists of a portion of New Hanover County Parcel ID number R03300-003-002-000, which is owned by New Beginning Christian Church, Inc. The site parcel encompasses approximately 8.78 acres and is currently an undeveloped field. The site does not currently have an address. However, it is located on Alex Trask Drive in Castle Hayne, North Carolina. The site has frontage on Alex Trask Drive to the west and Holland Drive to the southwest. ASE was not provided with a legal description of the site, however, the legal description within the deed was reviewed. 3.2 Physical Setting and Hydrogeology ASE utilizes ArcMap and data provided by Esri to compile the USGS Topographic map. ArcMap utilizes a tile cache base map service that combines the most current data in the National Map (TNM), and other public-domain data, into a multi-scale topographic reference map, dated October 2018. As determined by this Topographic base map (Figure 1), and New Hanover County GIS, the site is on a relatively flat track of land at approximately 30 feet above the National Geodetic Vertical Datum (NGVD). In general, shallow unconfined groundwater movement within the overlying soils is controlled largely by topographic gradients. Recharge occurs primarily by infiltration along higher elevations and typically discharges into streams or other surface water bodies. The elevation of the shallow water table is transient and can vary greatly with seasonal fluctuations in precipitation. Movement of groundwater under water table conditions is generally from higher to lower elevations. Therefore, groundwater in the vicinity of the site is generally expected to flow in a westerly to northwesterly direction towards an unnamed creek located approximately 537 feet west of the site. Actual site groundwater flow direction cannot be determined without site-specific groundwater information determined through the installation of groundwater monitoring wells. Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 6 The site is located in the Coastal Plain Physiographic Province. The Coastal Plain is characterized by flat land to gently rolling hills and valleys. Elevations range from sea level near the coast to approximately 600 feet in the Sand Hills of the Southern Inner Coastal Plain. According to the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM), Map Number 3720322000K, effective on August 28, 2018, the subject site is located in Zone X. X Zones are areas of minimal flooding. A copy of the FIRMette map has been included in Appendix IV. 3.3 Current Use and Description of the Site The site consists of approximately 8.78 acres of undeveloped land. This site is currently zoned as Office & Institution (O&I). 3.4 Current Uses of the Adjoining Properties The site is located within an office and institution district of Castle Hayne, North Carolina. Residential properties are located on adjacent properties to the west and southwest. A church is located on the northern adjoining property. Adjoining properties to the east and south are agricultural fields. A more detailed description of the adjoining properties is included in Section 6.2 of this report. 4.0 USER PROVIDED INFORMATION An ASTM User Questionnaire was completed by Mr. Keith Walker (User of the Report) and has been attached to this report. 4.1 Title Information ASE was not provided with a chain-of-title for our review. If this information is provided at a later date, we will review it for evidence of environmental concerns and issue an addendum to this report if the review indicates a material difference in our findings. 4.2 Environmental Liens or Activity and Use Limitations The User is not aware of environmental liens located on this property. ASE conducted an environmental lien search through NETR Real Estate Research & Information. According to this search, environmental liens or activity use limitations were not identified for the site. A copy of the lien search has been included in Appendix III. 4.3 Specialized Knowledge Specialized Knowledge is defined as: any specialized knowledge or experience that is material to recognized environmental conditions in connection with the property. If the User is aware Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 7 of this, it is the user’s responsibility to communicate any such information to the environmental professional prior to the site reconnaissance. The User did not provide ASE with specialized knowledge. 4.4 Commonly Known or Reasonably Ascertainable Information Commonly known or reasonably ascertainable information is defined as: any commonly known or reasonably ascertainable information within the local community that is material to recognized environmental conditions in connection with the property. It is the User’s responsibility to communicate any such information to the environmental professional prior to the site reconnaissance. The User did not provide ASE with commonly known or reasonably ascertainable information regarding the property. 4.5 Valuation Reduction for Environmental Issues The User indicated that the purchase price of the subject site reflects fair market value. 4.6 Owner, Property Manager, and Occupant Information According to Mr. Walker, the site is owned by New Beginnings Christian Church and that Pastor Robert Campbell is the manager of the property. The site is currently undeveloped. According to Pastor Campbell the property was being farmed by the Trask family prior to their purchase. Mr. Campbell indicated that the storage container on the site stores paperwork, props and decorations for the Church. 4.7 Degree of Obviousness The User did not state any obviousness indicators related to contamination of the property. 5.0 RECORDS REVIEW 5.1 Standard Environmental Record Sources A Standard Environmental Records (SER) search was provided by Environmental Data Resources, Inc. (EDR). The SER search involves searching a series of databases for facilities that are located within a specified radius from the subject property. The ASTM standard specifies an approximate minimum search distance from the subject site for each database. Based on our knowledge of the subject property and the surrounding area, ASE attempts to verify and interpret this data. While this attempt at verification is made with due diligence, ASE cannot guarantee the accuracy of the record search beyond that of information provided Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 8 by EDR. A copy of the information provided by EDR is included in Appendix III. Mapped and unmapped sites identified by EDR that are not addressed below were field verified (to the extent possible) and not found to be within the approximate minimum search distance and are excluded from this ESA report. ASE makes no warranty regarding the accuracy of the EDR database report information. The following is a list of databases searched and the results obtained by EDR for each database. National Priorities List (NPL) The NPL is a subset of CERCLIS and identifies “superfund” sites that have had documented contamination incidents. Neither the site nor properties located within one mile of the site was identified on the NPL. Delisted NPL The Delisted NPL identifies sites previously listed on the NPL where no further response is appropriate. Neither the site nor properties located within one mile of the site were identified on the Delisted NPL. Superfund Enterprise Management System (SEMS) At the start of 2016 the U.S. EPA retired Comprehensive Environmental Response, Compensation, and Liability Information System (CERCLIS), which contained data on potential hazardous waste sites that have been reported to the U.S. EPA. CERCLIS contained sites that are either proposed to be or are on the National Priorities List and sites that are in the screening and assessment phase for possible inclusion on the NPL. In order stay in line with modern technology the U.S. EPA Created the Superfund Enterprise Management System (SEMS). Information contained within this database represents the same information that was stored within CERCLIS. Neither the site nor properties located within one-half mile of the site was identified on the SEMS database. SEMS ARCHIVE SEMS-ARCHIVE tracks sites that have no further interest under the Federal Superfund Program based on available information. The list was formerly known as the CERCLIS-NFRAP, and was renamed to SEMS ARCHIVE by the EPA in 2015. NFRAP sites may be sites where, following an initial investigation, no contamination was found, contamination was removed quickly without the need for the site to be placed on the NPL, or the contamination Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 9 was not serious enough to require federal Superfund action or NPL consideration. Neither the site nor properties located within one-half mile of the site were identified on the SEMS Archive database. CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers that have been subject to corrective action under RCRA. Neither the site nor properties located within one mile of the site was identified on the CORRACTS database. Resource Conservation and Recovery Information System (RCRIS) RCRIS identifies facilities that generate, transport, treat, store or dispose of hazardous wastes as defined by the Resource Conservation and Recovery Act (RCRA). RCRA-TSD facilities treat, store or dispose of hazardous waste. Transporters are entities that move hazardous waste from the generator to a facility that can recycle, treat, store or dispose of the waste. NonGen are facilities which presently do not generate hazardous waste. They could have historically been listed as a generator. Conditionally exempt small quantity generators generate less than 100 kilograms of hazardous waste, or less than 1 kilogram of acutely hazardous waste, per month. Small quantity generators (SQGs) generate between 100 and 1,000 kilograms of hazardous waste per month. Large quantity generators (LQGs) generate more than 1,000 kilograms of hazardous waste or more than 1 kilogram of acutely hazardous waste per month. Neither the site nor properties located within one quarter mile of the site were listed on the RCRA generators database. Neither the site nor properties within one half mile of the site were listed as a RCRA TSD facility. Federal Engineering Controls (EC) List The Federal EC List identifies engineering controls including various forms of caps, building foundations, liners, and treatment methods used to eliminate pathways for regulated substances to enter environmental media or affect human health. Engineering controls were not identified for the site. Federal Institutional Controls (IC) List The Federal IC List identifies institutional controls including administrative measures, such as Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 10 groundwater use restrictions, construction restrictions, property use restrictions, and post remediation care requirements intended to prevent exposure to contaminants. Institutional controls were not identified for the site. Emergency Response Notification System (ERNS) The ERNS List is a national database that stores and records information on reported releases of hazardous substances, including petroleum products. The site is not identified on the ERNS List. State Hazardous Substance Disposal Site (HSDS) The State HSDS records are locations of uncontrolled and unregulated hazardous waste sites. The records include sites on the NPL as well as those on the state priority list. Neither the site nor properties located within one mile of the site were identified on the HSDS database. State Hazardous Waste Sites (SHWS) Inventory State hazardous waste site records are the states’ equivalent to SEMS (formerly CERCLIS). These sites may or may not be already listed on the federal SEMS database. The site was not listed on the SHWS list. One property located within one-half mile of the site was listed on the SHWS list. • Ritter Millworks Shop, 2913 Castle Hayne Road – This property is located hydraulically upgradient approximately ½ mile west of the site. According to the EDR report, this property has historically operated as a mill working shop and window manufacturing facility since the early 1950’s. A release from a dip vat, reportedly used to store a solution of Varsol and pentachlorophenol, was identified. Based on the distance of this property relative to the site, this is not considered a REC. Solid Waste Facility (SWF)/Landfill (LF) List The North Carolina Solid Waste Section maintains a list of permitted solid waste facilities. These facilities may be active or inactive facilities or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal sites. Neither the site nor properties located within one-half mile of the site was identified on the landfill database. Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 11 Old Landfill Inventory (OLI) The OLI is maintained by the North Carolina Department of Environmental Quality. The inventory does not include No Further Action sites and other agency lead sites. Neither the site nor properties located within one-half mile of the site were identified on the OLI. Aboveground Storage Tank (AST) Database The AST Database is a list maintained by the North Carolina Department of Environmental Quality of facilities with ASTs that have a capacity greater than 21,000-gallons. Neither the site nor properties located within one-quarter mile of the site were identified on the AST database. Leaking Aboveground Storage Tank (LAST) List The LAST List is a record of reported leaking aboveground storage tank incidents. The LAST List may also identify properties that have had soil and/or groundwater contamination associated with documented releases from above ground storage tanks, surface spills and other sources. The site was not listed on the LAST list. However, one off-site property located within one- half mile of the site was identified on the LAST database. • Toledo Carolina, 2915 Blue Clay Road – This property is located hydraulically upgradient approximately 1,525 feet south southeast of the site. This incident occurred on March 1, 2005. Incident number: 87611. According to the EDR report, a UST and AST leaked, which contaminated the soil and groundwater. However, the contaminated soil has been excavated and the DEQ closed out the incident on June 13, 2018. Based on this information this is not a REC. Registered Underground Storage Tank (UST) List The Registered UST List inventories underground storage tanks registered with the North Carolina Department of Environmental Quality, Division of Waste Management. This list does not identify USTs that have not been registered with the North Carolina Department of Environmental Quality, such as home heating oil tanks and other unregulated tanks. The site is was not identified on the UST list. Neither the site nor properties located within one-half mile were identified on the UST database. Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 12 Leaking Underground Storage Tank (LUST) List The LUST List is a record of reported leaking underground storage tank incidents. The LUST List may also identify properties that have had soil and/or groundwater contamination associated with documented releases from above ground storage tanks, surface spills and other sources. The site was not listed on the LUST list. However, three off-site properties within one-half mile of the site were identified on the LUST list by EDR. • Toledo Carolina, 2915 Blue Clay Road – This property is located hydraulically upgradient approximately 1,525 feet south southeast of the site. This incident occurred on March 10, 2005. Incident number: 32394. According to the EDR report, a UST and AST leaked which contaminated the soil and groundwater. However, the contaminated soil has been excavated and the DEQ closed out the incident on June 13, 2018. Based on this information this is not a REC. • Ansco & Associates, Inc, 2929 Blue Clay Road – This property is located hydraulically upgradient approximately 1,774 feet south southeast of the site. This incident occurred on March 28, 1995. Incident number: 17158. According to the EDR report, a UST leaked which contaminated the soil and groundwater. The DEQ closed out the incident on August 28, 2019. Based on the distance of the property relative to the site and that the DEQ has closed out the incident, this is not considered to be a REC. • LP IV C/O Midwest First Financial, 140 Long Leaf Drive – This property is located hydraulically upgradient approximately 1,791 feet south southwest of the site. This incident occurred on February 21, 2003. Incident number: 32059. According to the EDR report, tank groundwater contamination was discovered during the closure of a 270-gallon heating oil. The tank was filled with concrete and closed in place. Based on the distance of this property relative to the site, releases would not likely impact the site, therefore this is not considered a REC. Incident Management Database (IMD) The IMD is a record of groundwater and soil contamination incidents. The site was not identified on the IMD. However, three off-site properties within one-half mile of the site were identified on the IMD. • Toledo Carolina, 2915 Blue Clay Road – This property is located hydraulically upgradient approximately 1,525 feet south southeast of the site. This incident occurred on March 10, 2005. Incident number: 32394. According to the EDR report, a UST and AST leaked which contaminated the soil and groundwater. However, the contaminated soil has been excavated and the DEQ closed out the incident on June 13, 2018. Based on this information this is not a REC. Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 13 • Ansco & Associates, Inc, 2929 Blue Clay Road – This property is located hydraulically upgradient approximately 1,774 feet south southeast of the site. This incident occurred on March 28, 1995. Incident number: 17158. According to the EDR report, a UST leaked which contaminated the soil and groundwater. The DEQ closed out the incident on August 28, 2019. Based on the distance of the property relative to the site and that the DEQ has closed out the incident, this is not considered to be a REC. • LP IV C/O Midwest First Financial, 140 Long Leaf Drive – This property is located hydraulically upgradient approximately 1,791 feet south southwest of the site. This incident occurred on February 21, 2003. Incident number: 32059. According to the EDR report, groundwater contamination was discovered during the closure of a 270-gallon heating oil tank. The tank was filled with concrete and closed in place. Based on the distance of this property relative to the site, releases would not likely impact the site, therefore this is not considered a REC. State Responsible Party Voluntary Action (VCP) Sites The VCP Sites is a listing of sites that parties wish to remediate voluntarily. The program is administered by the North Carolina Department of Environmental Quality. The site was not identified on the VCP database, however one property located within one-half mile of the site were identified on the VCP database. • Ritter Millworks Shop, 2913 Castle Hayne Road – This property is located hydraulically upgradient approximately ½ mile west of the site. According to the EDR report, this property has historically operated as a mill working shop and window manufacturing facility since the early 1950’s. Based on the distance of this property relative to the site, this is not considered a REC. State Brownfield Projects Inventory The State Brownfield Projects Inventory identifies Brownfield projects inventoried with the North Carolina Department of Environmental Quality. The properties in the inventory are working toward a Brownfield agreement for cleanup and liability control. Neither the site nor properties located within one-half mile of the site were identified on the State Brownfields Inventory. State IC List The State IC List identifies No Further Action facilities with land use restrictions monitoring requirements. Neither the site nor properties located within one-half mile was identified on the State IC List. Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 14 State EC List The State of North Carolina currently does not maintain a listing of Engineering Controls. 5.2 Additional Environmental Record Sources NPL Liens The NPL Liens is a USEPA listing of filed notices of Superfund Liens. Neither the site nor properties within one mile of the site were identified on the NPL Lien list. US Brownfields The US Brownfields identifies Brownfields properties inventoried with the U.S. EPA. The properties in the listing are addressed by Cooperative Agreement Recipients and Targeted Brownfields Assessments. Neither the site nor properties located within one-half mile of the site were identified on the US Brownfields Inventory. Drycleaners The Drycleaners database identifies potential and known dry-cleaning sites, active and abandoned, that the Dry-cleaning Solvent Cleanup Program has knowledge of and entered into this database. Neither the site nor properties located within one-quarter mile of the site were identified on the Drycleaners database. Historic MGP, Auto Stations, and Cleaners EDR has searched selected national collections of business directories and has collected listings of potential manufactured gas plants (MGP), gas station/filling station/service station, and dry cleaner sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include manufactured gas plants, gas station/filling station/service station, dry-cleaning establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 15 records searches. Neither the site nor properties located within one-eighth mile of the site were identified on the HRHR database. Solid Waste Recycling Solid Waste Recycling Sites Listing NCDEQ Division of Waste Management. Neither the site nor properties within one-half mile of the site were identified on the SWRCY list. Orphan Summary Orphan sites are listings that due to poor or inadequate address information are unable to be mapped. ASE did not identify the site or adjacent properties as sites listed on the orphan summary. 5.3 NCDEQ File Review ASE did not conduct an on-line NCDEQ file review for properties within the vicinity of the site. 5.4 Historical Use Information Aerial Photograph Review ASE has reviewed aerial photographs of the site and immediately surrounding properties for evidence of former usage, which may constitute a potential for environmental concern. The aerial photographs were obtained from EDR. The aerial photographs reviewed during this Phase I ESA were dated 1938, 1950, 1958, 1964, 1969, 1970, 1975, 1983, 1993, 2006, 2009, 2012 and 2016. Copies of the aerial photographs are included in Appendix IV. Multiple five-year or more interval data gaps were encountered during the aerial photograph review. ASE does not consider these data gaps to be significant since the site structure has not changed. The following is a description of the historic aerial photographs that ASE reviewed for this Phase I ESA: • 1938 – The site appears to be an undeveloped agricultural field. The adjoining property to the west appears to be wooded land while the adjoining properties to the north, east and south appear to agricultural fields. Alex Trask Drive is shown west of the site, however, at this time it appears to be an unimproved dirt road. Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 16 • 1950 – The site and adjoining properties appear to that observed in 1938. • 1958 – The site and adjoining properties appear to that observed in 1950 with the exception of Alex Trask Drive now appears to be an improved paved road. • 1964 – The site and adjoining properties appear to that observed in 1958. The nearby properties northwest of the site appear to have been developed residentially. • 1969 – The site appears to the observed in 1964. The adjoining properties to the northwest and southwest have now been developed residentially. • 1970 – The quality of this photograph is poor, however the site and adjoining properties appear to that observed in 1969. • 1975 – The quality of this photograph is poor, however the site and adjoining properties appear to that observed in 1970 with the exception of the northern adjoining property. The large commercial structures appears to have been developed on the northern adjoining property. A softball or baseball diamond is also observed north of the site. • 1983 – The site and adjoining properties appear similar to that observed in 1975. However the baseball diamond north of the site is no longer present. • 1993 – The site appears similar to that observed in 1983. The northern adjoining property now has constructed a large paved parking lot on the eastern portion of the parcel and an addition to the site structure. Properties further north of the site have been constructed into a residential development. • 2006 – The site and adjoining properties appear to that observed in 1993 with the exception of the northern adjoining property. The commercial structure that was constructed on the northern adjoining property is no longer present. • 2009 – The site and adjoining properties appear to that observed in 2006. • 2012 – The western portion of the site appears to have been cleared of agricultural crop and is now a vacant field while the eastern portion is still being utilized as an agriculture. The northern adjoining property appears to have been developed with its present day structure. • 2016 – The site and adjoining properties appear similar to that observed in 2012. The nearby property to the northeast has not been cleared of agricultural crop and appears to be under construction. A stormwater pond is not present off of the northeastern corner of the property. Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 17 Sanborn Fire Insurance Map Review The Sanborn map collection consists of a uniform series of large-scale maps, dating from 1867 to the 1970’s and depicting the commercial, industrial, and residential sections of approximately twelve thousand cities and towns in the United States, Canada, and Mexico. The maps were designed to assist fire insurance agents in determining the degree of hazard associated with a particular property and therefore show the size, shape, and construction of dwellings, commercial buildings, and factories as well as fire walls, locations of windows and doors, sprinkler systems, and types of roofs. The maps also indicate widths and names of streets, property boundaries, building use, and house and block numbers. They show the locations of water mains, giving their dimensions, and of fire alarm boxes and hydrants as well as the locations of underground gasoline tanks and above ground petroleum storage tanks. Most of the maps' limitations derive from the limited purpose for which they were produced: underwriters have no interest in open space, so no land use information is given for land without buildings; activities which pose no special fire risk are frequently left unmentioned, so that a building may be used in both a commercial and an industrial capacity but be designated for only one or the other; residential subdivisions are rarely mapped because of their homogeneity, with the result that major portions of most urban areas have no coverage. ASE contacted EDR to provide copies of readily available Sanborn maps for the site. According to the Certified Sanborn Map Report, dated September 4, 2020 provided by EDR, Sanborn map coverage for the site was not available. This property is unmapped. The Certified Sanborn Map Report is included in Appendix IV. Property Tax Files The property tax files were obtained from the New Hanover County GIS and Tax Assessor website. The site is identified as the following tax parcel owned by New Beginning Christian Church, Inc. • Parcel Identification Number R03300-003-002-000. The approximate 8.78 acre tract is the northwestern portion of parcel No. R03300-003-002-000. The site is located on Alex Trask Drive in Castle Hayne, New Hanover County, North Carolina. The property is zoned as Office & Institution (O&I). The site is currently an undeveloped field. Recorded Land Title Records The land title records were obtained from the New Hanover County Register of Deeds website. The following lists the deeds reviewed for the site. A copy of the reviewed documents have been included in Appendix IV. • Book 58 Page 26 • Book 5723 Pages 920-924 Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 18 • Book 5534 Pages 1715-1718 • Book 4976 Pages 566-568 USGS Topographic Maps ASE reviewed historical USGS topographical maps of the site and immediately surrounding properties for evidence of former usage, which may constitute a potential for environmental concern. The maps were obtained from EDR and included the Castle Hayne, North Carolina Quadrangle dated 1942, 1947, 1970, 1997 and 2013. Copies of the maps are included in Appendix IV. Multiple five-year or more interval data gaps were encountered during the map review. The following is a description of the maps that ASE reviewed for this Phase I ESA: • 1942 – The site appears to be on a relatively flat tract of land. There are very few contour lines displaying elevation on this map. The map does not display the National Geodetic Vertical Datum. An unnamed tributary is shown west of the site. Am unimproved road is shown going through the middle of the site. • 1947 – The site and surrounding area appears similar to that observed in 1942. • 1970 – This map is an aerial photograph and does not display topography. • 1997 – This map displays the site at approximately 30 feet above the National Geodetic Vertical Datum. Alex Trask Drive is shown west of the site. Holland Drive is illustrated southwest of the site. Two large structures are shown north of the site and residential structures are illustrated west of the site. • 2013 – The site appears similar to that observed in 1997. However structures were not illustrated on this map. City Directory Review City directories for the site area were obtained from EDR. City directories were searched for Alex Trask Drive and Holland Drive. EDR identified City Directory coverage for the following years: 1992, 1995, 2000, 2005, 2010, 2014 and 2017. The site was not identified in the city directory search. The following listings were identified in the City Directory search: Alex Trask Drive According to the EDR City Directory, the occupants of 3120-3313 Alex Trask Drive have been residential or vacant from 1995-2017 with the exception of 3120 and 3121 Alex Trask Drive listed below. Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 19 • 3120 Alex Trask Drive o Residential 1992-2005 o Occupant Unknown 2005-2014 o New Beginning Christian Church 2014-2017 • 3121 Alex Trask Drive o Occupant Unknown 2005-2010 o Gospel Fellowship Holiness 2010-2017 Holland Drive According to the EDR City Directory, the occupants of 1-134 Holland Drive have been residential or vacant from 1992-2017 with the exception of 3, 15, 22, 23, 55 and 85 Holland Drive listed below. • 3 Holland Drive o Residential 1992-2000 o Soyl Recovery Incorporated 2000-2005 o Residential 2005-2017 • 15 Holland Drive o Tommy Cavenaugh Reality & Auction 1992-2005 o Residential 2005-2017 • 22 Holland Drive o Residential 2005-2014 o Intracoastal Fire Protection 2014-2017 • 23 Holland Drive o Residential 1992-2000 o Web Partners Incorporated 2000-2005 o Capture the Memory 2005-2010 o Artwork on Tile 2010-2014 o Residential 2014-2017 • 55 Holland Drive o Gospel Fellowship Holiness 1992 • 85 Holland Drive o Reese Cleaning Service 1992-1995 o Residential 1995-2017 Prior Site Reports ASE was not provided with prior reports for the site. Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 20 Local Sources and FOIA Requests As of the date of this report, the New Hanover County Fire Department has not responded to our request for information. According to Ms. Dianne Harvell, Environmental Health Services Manager with the New Hanover County Department of Environmental Health, the department does not have any record of environmental issues with the subject site. According to New Hanover County, the site is currently zoned as Office & Institution (O&I). 6.0 SITE AND AREA RECONNAISSANCE 6.1 On-Site Features Ms. Cheryl Moody and Brandon Dobbs of ASE conducted the field reconnaissance of the site on September 25, 2020. The weather on the day of the reconnaissance was sunny with a temperature of approximately 80º F. Observations were made from a walking reconnaissance around the perimeter boundaries of the site building. The site is currently a vacant grassy lot. A semi-truck trailer and a jon boat are located along the northern property line. The trailer appeared to be utilized for storage and contained various paint cans and storage containers. Photographs of the site have been included in Appendix V. Aboveground Storage Tanks Aboveground storage tanks were not observed on the site. Underground Storage Tanks Indications of underground storage tanks such as fill or vent pipes were not observed on the day of the site reconnaissance. Strong, pungent or noxious odors Strong, pungent or noxious odors were not observed at the site. Surface waters Surface waters were not observed at the site on the day of the site reconnaissance. Standing pools of liquid likely containing petroleum or hazardous substances Standing pools of liquid likely containing petroleum or hazardous substance were not observed Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 21 on the site. Drums or containers of petroleum or hazardous substances greater than five-gallons Drums or containers of petroleum or hazardous substances greater than five-gallons were not observed on the site. Hazardous substance or petroleum product containers Hazardous substance or petroleum product containers were not observed on the site. Unidentified opened or damaged containers of hazardous substances or petroleum products Unidentified opened or damaged containers were not observed on the day of the site visit. Known or suspect PCB-containing equipment (excluding light ballasts) Known or suspect PCB-containing equipment was not observed on the day of the site visit. Stains or corrosion to floors, walls or ceilings Stains or corrosion to floors, walls or ceiling were not observed on the site. Structures are not present on the site. Floor drains and sump pump Floor drains and sump pumps were not observed on the site. Structures are not present on the site. Pits, ponds or lagoons Pits, ponds or lagoons were not observed onsite on the day of the site reconnaissance. Stained soil or pavement Stained soil and/or pavement was not observed on the site. Stressed vegetation Stressed vegetation was not observed on the site. Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 22 Solid waste mounds or non-natural fill materials Solid waste mounds or non-natural fill materials were not observed onsite on the day of the site reconnaissance. Wastewater discharges into drains, ditches or streams Wastewater discharges into drains, ditches, or streams were not observed on the site. Groundwater wells including potable, monitoring, dry, irrigation, injection and/or abandoned Groundwater wells including potable, monitoring, dry, irrigation, injection and/or abandoned were not observed on the site. Septic systems or cesspools Septic systems or cesspools were not observed on the site. 6.2 Adjoining and Nearby Properties Contiguous and nearby properties were observed during a walking and vehicular reconnaissance of the site parcel. Residential properties are located on adjacent properties to the west and southwest. Gospel Fellowship Holiness is located on the northwestern adjacent property. New Beginning Christian Church is located on the northern adjoining property. Adjoining properties to the east and south are agricultural fields. 7.0 ADDITIONAL SERVICES ASTM guidelines identify non-scope issues, which are beyond the scope of this practice. Some of these non-scope issues include; asbestos-containing building materials, radon, lead-based paint, lead in drinking water, wetlands and mold. These non-scope issues were not addressed in this report. 8.0 INTERVIEWS According to Ms. Dianne Harvell, Environmental Health Services Manager with the New Hanover County Department of Environmental Health, the department does not have any record of environmental issues with the subject site. According to Mr. Keith Walker, with East Carolina Community Development the property has been farmed. Pastor Robert Cambell ??? Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 23 9.0 FINDINGS AND OPINION The site referred to as “subject property”, “site” or “the property” consists of approximately 8.78 acres of New Hanover County Parcel ID number R03300-003-002-000. The site is owned by New Beginning Christian Church, Inc. The site parcel is undeveloped grassy land. The site does not currently have an address, however, it is located on Alex Trask Drive in Castle Hayne, North Carolina. The site has frontage on Alex Trask Drive to the west and Holland Drive to the southwest. Based on the EDR aerials the site was primarily utilized for agriculture sometime before 1938 to approximately 2012. Since approximately 2012, the site has been vacant grassy land. Pesticides and herbicides have likely been used on the site. However, the application of these materials in accordance with the manufacturers approved application rates is not considered a REC. The site is currently zoned as Office & Institution (O&I). Residential properties are located on adjacent properties to the west and southwest. Gospel Fellowship Holiness is located on the northwest adjacent property. New Beginning Christian Church is located on the northern adjoining property. Adjoining properties to the east and south are agricultural fields. Historical uses of the adjoining properties do not appear to pose an environmental risk to the site. The Standard Environmental Records (SER) search was prepared by Environmental Data Resources, Inc. (EDR). EDR did not identify the site in the standard environmental records. However, EDR identified four properties within their respective search distances from the site. Based on the distances from the site, topographic gradient, and/or regulatory information, these listings are not considered REC’s. 10.0 CONCLUSION We have performed a Phase I Environmental Assessment in conformance with the scope and limitations of ASTM Practice E1527-13 of the property located on Alex Trask Drive in Castle Hayne, North Carolina. Any exception to, or deletions from, this practice are described in Section 2.3 of this report. As documented and qualified by this report, this assessment has not revealed evidence of REC in connection with the site parcel. Based on the results of the Phase I ESA. ASE does not recommend additional assessment of the site at this time. The site has a long history of agricultural uses. Although the application of herbicides and pesticides in accordance with the manufacturers approved application rates is not considered a REC, if wells are proposed for the property, it may be prudent to test the Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 24 groundwater from potential impacts prior to use. Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 25 11.0 REFERENCES ASTM Standard E1527-13, Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process. Aerial Photographs dated 2019. Google Maps. Certified Sanborn Map Report, prepared by Environmental Data Resources, Inc. dated September 4, 2020. The EDR Aerial Photo Decade Package (years 1938, 1950, 1958, 1964, 1969, 1970, 1975, 1983, 1993, 2006, 2009, 2012, 2016) prepared by Environmental Data Resources, Inc., dated September 4, 2020. The EDR City Directory Image Report (years 1992, 1995, 2000, 2005, 2010, 2014 and 2017) prepared by Environmental Data Resources, Inc., dated September 9, 2020. EDR Historical Topo Map Report (Castle Hayne, Rocky Point, North Carolina Quadrangle dated 1942, 1947, 1970, 1997 and 2013 prepared by Environmental Data Resources, Inc. dated September 4, 2020. The EDR Radius Map Report with Geocheck, prepared by Environmental Data Resources, Inc. dated September 4, 2020. Email Interview. Dianne Harvell, New Hanover County Environmental Health Department. Personal interview. Keith Walker. User of the Report. Telephone Interview. Pastor Robert Campbell. Site Owner. FEMA, FIRM Map Community Panel No. 3720322000K dated August 28, 2018. http://www.fema.gov/hazard/map/flood.shtm New Hanover County Assessor’s Office https://etax.nhcgov.com/pt/Search/Disclaimer.aspx?FromUrl=../search/commonsearch.aspx? mode=owner New Hanover County Registry of Deeds. https://registerofdeeds.nhcgov.com/services/records-search/ Physiography of North Carolina, compiled by the North Carolina Geological Society, dated 2004. Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 APPENDIX I FIGURES µPhase I Environmental Site Assessment Alex Trask Drive Castle Hayne, North Carolina Project Number: 1480 0 0.2 0.40.1 Miles Figure 1: Topographic Map Legend Site Location Service Layer Credits: USGS The National Map: National BoundariesDataset, 3DEP Elevation Program, Geographic Names Information System,National Hydrography Dataset, National Land Cover Database, NationalStructures Dataset, and National Transportation Dataset; USGS GlobalEcosystems; U.S. Census Bureau TIGER/Line data; USFS Road Data;Natural Earth Data; U.S. Department of State Humanitarian Information Unit;and NOAA National Centers for Environmental Information, U.S. CoastalRelief Model. Data refreshed October 2018. µPhase 1 Environmental Site Assessment Alex Trask Drive Castle Hayne, North Carolina Project Number: 1480 0 0.1 0.20.05 Miles Figure 2: Site Location Legend Site Location Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye,Earthstar Geographics, CNES/Airbus DS, USDA, USGS,AeroGRID, IGN, and the GIS User Community Imagery Date:November 2019 µPhase 1 Environmental Site Assessment Alex Trask Drive Castle Hayne, North Carolina Project Number: 1480 0 0.1 0.20.05 Miles Figure 3: Street Map Legend Site Location Service Layer Credits: Sources: Esri, HERE, Garmin, USGS,Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China(Hong Kong), Esri Korea, Esri (Thailand), NGCC, ©OpenStreetMap contributors, and the GIS User Community Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 APPENDIX II USER PROVIDED INFORMATION Proposal for Phase I Environmental Site Assessment and Modified HUD Environmental Review August 27, 2020 The Covenant Senior Housing, LLC Castle Hayne, North Carolina ASE Proposal No. 1352-P 1 ASTM E 1527-013 USER QUESTIONNAIRE In order to qualify for one of the Landowner Liability Protections (LLPs)1 offered by the Small Business Liability Relief and Brownfield Revitalization Act of 2001 (the “ Brownfield Amendments”), the user (user of report) must provide the following information (if available) to the environmental professional. Failure to provide this information could result in determination that “all appropriate inquiry” is 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 underfederal, tribal, state or local law? 2. Activity and land use limitation 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? 3. Specialized knowledge or experience of the person seeking to qualify for the LLP (40 CFR312.28). As the user of this ESA do you have any specialized knowledge or experience relating to the property or nearby properties? For example, are you involved in the same line of businesses the current or former occupants of the property or an adjoining property so that you would have specialized knowledge of the chemicals and process used by this type of business? 4. Relationship of the purchase price to the fair market value of the property if it were not contaminates (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 on the property? 5. Commonly known or reasonably ascertainable information about the property (40 CFR 312.30). Are you aware of commonly 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 a user, a.Do you know the past uses of the property? 1 Landowner Liability Protection, or LLPs, is the term used to describe three types of potential defenses to Superfund liability in EPA’s Interim, Guidance Regarding Criteria Landowners Must Meet in Order to Qualify for Bona Fide Prospective Purchaser, Contiguous Property Owner, or Innocent Landowner Limitations on CERCLA Liability (“Common Elements” Guide) issued March 6, 2003. NO NO NO Purchase price reasonably reflects the fair market value of the property. NO Proposal for Phase I Environmental Site Assessment and Modified HUD Environmental Review August 28, 2020 The Covenant Senior Housing, LLC Castle Hayne, North Carolina ASE Proposal No. 1352-P 2 b. Do you know of specific chemicals that are present or once present at the property? c.Do you know of spills or other chemical releases that have taken place on the property? d. Do you know of any environmental cleanups that have taken place on the property? 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? Prepared by: ___________________________ Print Name, Title Prepared by: ___________________________ Signature Date: ___________________________ NO NO NO NO Keith D.Walker, President 8/31/2020 Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 APPENDIX III REGULATORY REVIEW DOCUMENTS FORM-LBC-CCA ®kcehCoeG htiw tropeR ™paM suidaR RDE ehT 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com 1480 Alex Trask Drive CASTLE HAYNE, NC 28429 Inquiry Number: 6181130.2s September 04, 2020 SECTION PAGE Executive Summary ES1 Overview Map 2 Detail Map 3 Map Findings Summary 4 Map Findings 8 Orphan Summary 23 Government Records Searched/Data Currency Tracking GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum A-1 Physical Setting Source Summary A-2 Physical Setting Source Map A-8 Physical Setting Source Map Findings A-9 Physical Setting Source Records Searched PSGR-1 TC6181130.2s Page 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 2020 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. TABLE OF CONTENTS EXECUTIVE SUMMARY TC6181130.2s EXECUTIVE SUMMARY 1 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), the ASTM Standard Practice for Environmental Site Assessments for Forestland or Rural Property (E 2247-16), the ASTM Standard Practice for Limited Environmental Due Diligence: Transaction Screen Process (E 1528-14) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS ALEX TRASK DRIVE CASTLE HAYNE, NC 28429 COORDINATES 34.2982340 - 34˚ 17’ 53.64’’Latitude (North): 77.9115820 - 77˚ 54’ 41.69’’Longitude (West): Zone 18Universal Tranverse Mercator: 232016.5UTM X (Meters): 3798867.8UTM Y (Meters): 34 ft. above sea levelElevation: USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY 5946093 CASTLE HAYNE, NCTarget Property Map: 2013Version Date: AERIAL PHOTOGRAPHY IN THIS REPORT 20140523Portions of Photo from: USDASource: 6181130.2s Page 2 4 RITTER MILLWORKS SHO 2913 CASTLE HAYNE RD SHWS, VCP Higher 2710, 0.513, West 3 LP IV C/O MIDWEST FI 140 LONG LEAF DRIVE LUST, LUST TRUST, IMD Higher 1791, 0.339, SSW 2 ANSCO & ASSOCIATES, 2929 BLUE CLAY RD. LUST, IMD Higher 1774, 0.336, SSE 1 TOLEDO CAROLINA 2915 BLUE CLAY ROAD LAST, LUST, LUST TRUST, IMD Higher 1525, 0.289, SSE MAPPED SITES SUMMARY Target Property Address: ALEX TRASK DRIVE CASTLE HAYNE, NC 28429 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS EXECUTIVE SUMMARY TC6181130.2s EXECUTIVE SUMMARY 3 TARGET PROPERTY SEARCH RESULTS The target property was not listed in any of the databases searched by EDR. DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases: STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL National Priority List Proposed NPL Proposed National Priority List Sites NPL LIENS Federal Superfund Liens Federal Delisted NPL site list Delisted NPL National Priority List Deletions Federal CERCLIS list FEDERAL FACILITY Federal Facility Site Information listing SEMS Superfund Enterprise Management System Federal CERCLIS NFRAP site list SEMS-ARCHIVE Superfund Enterprise Management System Archive Federal RCRA CORRACTS facilities list CORRACTS Corrective Action Report Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF RCRA - Treatment, Storage and Disposal Federal RCRA generators list RCRA-LQG RCRA - Large Quantity Generators RCRA-SQG RCRA - Small Quantity Generators RCRA-VSQG RCRA - Very Small Quantity Generators (Formerly Conditionally Exempt Small Quantity Generators) Federal institutional controls / engineering controls registries LUCIS Land Use Control Information System EXECUTIVE SUMMARY TC6181130.2s EXECUTIVE SUMMARY 4 US ENG CONTROLS Engineering Controls Sites List US INST CONTROLS Institutional Controls Sites List Federal ERNS list ERNS Emergency Response Notification System State- and tribal - equivalent NPL NC HSDS Hazardous Substance Disposal Site State and tribal landfill and/or solid waste disposal site lists SWF/LF List of Solid Waste Facilities DEBRIS Solid Waste Active Disaster Debris Sites Listing OLI Old Landfill Inventory LCID Land-Clearing and Inert Debris (LCID) Landfill Notifications State and tribal leaking storage tank lists INDIAN LUST Leaking Underground Storage Tanks on Indian Land State and tribal registered storage tank lists FEMA UST Underground Storage Tank Listing UST Petroleum Underground Storage Tank Database AST AST Database INDIAN UST Underground Storage Tanks on Indian Land State and tribal institutional control / engineering control registries INST CONTROL No Further Action Sites With Land Use Restrictions Monitoring State and tribal voluntary cleanup sites INDIAN VCP Voluntary Cleanup Priority Listing VCP Responsible Party Voluntary Action Sites State and tribal Brownfields sites BROWNFIELDS Brownfields Projects Inventory ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS A Listing of Brownfields Sites Local Lists of Landfill / Solid Waste Disposal Sites SWRCY Recycling Center Listing HIST LF Solid Waste Facility Listing INDIAN ODI Report on the Status of Open Dumps on Indian Lands DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations EXECUTIVE SUMMARY TC6181130.2s EXECUTIVE SUMMARY 5 ODI Open Dump Inventory IHS OPEN DUMPS Open Dumps on Indian Land Local Lists of Hazardous waste / Contaminated Sites US HIST CDL Delisted National Clandestine Laboratory Register US CDL National Clandestine Laboratory Register Local Land Records LIENS 2 CERCLA Lien Information Records of Emergency Release Reports HMIRS Hazardous Materials Information Reporting System SPILLS Spills Incident Listing SPILLS 90 SPILLS 90 data from FirstSearch SPILLS 80 SPILLS 80 data from FirstSearch Other Ascertainable Records RCRA NonGen / NLR RCRA - Non Generators / No Longer Regulated FUDS Formerly Used Defense Sites DOD Department of Defense Sites SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing US FIN ASSUR Financial Assurance Information EPA WATCH LIST EPA WATCH LIST 2020 COR ACTION 2020 Corrective Action Program List TSCA Toxic Substances Control Act TRIS Toxic Chemical Release Inventory System SSTS Section 7 Tracking Systems ROD Records Of Decision RMP Risk Management Plans RAATS RCRA Administrative Action Tracking System PRP Potentially Responsible Parties PADS PCB Activity Database System ICIS Integrated Compliance Information System FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) MLTS Material Licensing Tracking System COAL ASH DOE Steam-Electric Plant Operation Data COAL ASH EPA Coal Combustion Residues Surface Impoundments List PCB TRANSFORMER PCB Transformer Registration Database RADINFO Radiation Information Database HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing DOT OPS Incident and Accident Data CONSENT Superfund (CERCLA) Consent Decrees INDIAN RESERV Indian Reservations FUSRAP Formerly Utilized Sites Remedial Action Program UMTRA Uranium Mill Tailings Sites LEAD SMELTERS Lead Smelter Sites US AIRS Aerometric Information Retrieval System Facility Subsystem US MINES Mines Master Index File ABANDONED MINES Abandoned Mines FINDS Facility Index System/Facility Registry System EXECUTIVE SUMMARY TC6181130.2s EXECUTIVE SUMMARY 6 UXO Unexploded Ordnance Sites ECHO Enforcement & Compliance History Information DOCKET HWC Hazardous Waste Compliance Docket Listing FUELS PROGRAM EPA Fuels Program Registered Listing AIRS Air Quality Permit Listing ASBESTOS ASBESTOS COAL ASH Coal Ash Disposal Sites DRYCLEANERS Drycleaning Sites Financial Assurance Financial Assurance Information Listing NPDES NPDES Facility Location Listing UIC Underground Injection Wells Listing AOP Animal Operation Permits Listing PCSRP Petroleum-Contaminated Soil Remediation Permits CCB Coal Ash Structural Fills (CCB) Listing SEPT HAULERS Permitted Septage Haulers Listing MINES MRDS Mineral Resources Data System EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP EDR Proprietary Manufactured Gas Plants EDR Hist Auto EDR Exclusive Historical Auto Stations EDR Hist Cleaner EDR Exclusive Historical Cleaners EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA HWS Recovered Government Archive State Hazardous Waste Facilities List RGA LF Recovered Government Archive Solid Waste Facilities List RGA LUST Recovered Government Archive Leaking Underground Storage Tank 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. STANDARD ENVIRONMENTAL RECORDS State- and tribal - equivalent CERCLIS EXECUTIVE SUMMARY TC6181130.2s EXECUTIVE SUMMARY 7 SHWS: The State Hazardous Waste Sites records are the states’ equivalent to CERCLIS. These sites may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds (state equivalent of Superfund) are identified along with sites where cleanup will be paid for by potentially responsible parties. The data come from the Department of Environment & Natural Resources’ Inactive Hazardous Sites Program. A review of the SHWS list, as provided by EDR, and dated 05/11/2020 has revealed that there is 1 SHWS site within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ RITTER MILLWORKS SHO 2913 CASTLE HAYNE RD W 1/2 - 1 (0.513 mi.) 4 22 Facility Id: NONCD0002404 State and tribal leaking storage tank lists LUST: The Leaking Underground Storage Tank Incidents Management Database contains an inventory of reported leaking underground storage tank incidents. The data come from the Department of Environment, & Natural Resources’ Incidents by Address. A review of the LUST list, as provided by EDR, and dated 07/17/2020 has revealed that there are 3 LUST sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ TOLEDO CAROLINA 2915 BLUE CLAY ROAD SSE 1/4 - 1/2 (0.289 mi.) 1 8 Incident Phase: Closed Out Incident Number: 32394 Current Status: File Located in House ANSCO & ASSOCIATES, 2929 BLUE CLAY RD. SSE 1/4 - 1/2 (0.336 mi.) 2 14 Incident Phase: Closed Out Incident Number: 17158 Current Status: File Located in House LP IV C/O MIDWEST FI 140 LONG LEAF DRIVE SSW 1/4 - 1/2 (0.339 mi.) 3 18 Incident Phase: Response Incident Number: 32059 Current Status: File Located in House LAST: A listing of leaking aboveground storage tank site locations. A review of the LAST list, as provided by EDR, and dated 05/01/2020 has revealed that there is 1 LAST site within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ TOLEDO CAROLINA 2915 BLUE CLAY ROAD SSE 1/4 - 1/2 (0.289 mi.) 1 8 Close Out: 06/13/2018 Incident Number: 87611 Current Status: C EXECUTIVE SUMMARY TC6181130.2s EXECUTIVE SUMMARY 8 LUST TRUST: This database contains information about claims against the State Trust Funds for reimbursements for expenses incurred while remediating Leaking USTs. A review of the LUST TRUST list, as provided by EDR, and dated 04/03/2020 has revealed that there are 2 LUST TRUST sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ TOLEDO CAROLINA 2915 BLUE CLAY ROAD SSE 1/4 - 1/2 (0.289 mi.) 1 8 Facility Id: 0-020695 Site ID: 32394 LP IV C/O MIDWEST FI 140 LONG LEAF DRIVE SSW 1/4 - 1/2 (0.339 mi.) 3 18 Site ID: 32059 ADDITIONAL ENVIRONMENTAL RECORDS Records of Emergency Release Reports IMD: Incident Management Database. A review of the IMD list, as provided by EDR, and dated 05/01/2020 has revealed that there are 3 IMD sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ TOLEDO CAROLINA 2915 BLUE CLAY ROAD SSE 1/4 - 1/2 (0.289 mi.) 1 8 Facility Id: 32394 Facility Id: 87611 ANSCO & ASSOCIATES, 2929 BLUE CLAY RD. SSE 1/4 - 1/2 (0.336 mi.) 2 14 Facility Id: 17158 LP IV C/O MIDWEST FI 140 LONG LEAF DRIVE SSW 1/4 - 1/2 (0.339 mi.) 3 18 Facility Id: 32059 EXECUTIVE SUMMARY TC6181130.2s EXECUTIVE SUMMARY 9 Due to poor or inadequate address information, the following sites were not mapped. Count: 1 records. Site Name Database(s)____________ ____________ BLUE CLAY ROAD LANDFILL SWF/LF, HIST LF EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 40 40 EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Federal NPL site list 0 NR 0 0 0 0 1.000NPL 0 NR 0 0 0 0 1.000Proposed NPL 0 NR 0 0 0 0 1.000NPL LIENS Federal Delisted NPL site list 0 NR 0 0 0 0 1.000Delisted NPL Federal CERCLIS list 0 NR NR 0 0 0 0.500FEDERAL FACILITY 0 NR NR 0 0 0 0.500SEMS Federal CERCLIS NFRAP site list 0 NR NR 0 0 0 0.500SEMS-ARCHIVE Federal RCRA CORRACTS facilities list 0 NR 0 0 0 0 1.000CORRACTS Federal RCRA non-CORRACTS TSD facilities list 0 NR NR 0 0 0 0.500RCRA-TSDF Federal RCRA generators list 0 NR NR NR 0 0 0.250RCRA-LQG 0 NR NR NR 0 0 0.250RCRA-SQG 0 NR NR NR 0 0 0.250RCRA-VSQG Federal institutional controls / engineering controls registries 0 NR NR 0 0 0 0.500LUCIS 0 NR NR 0 0 0 0.500US ENG CONTROLS 0 NR NR 0 0 0 0.500US INST CONTROLS Federal ERNS list 0 NR NR NR NR 0 0.001ERNS State- and tribal - equivalent NPL 0 NR 0 0 0 0 1.000NC HSDS State- and tribal - equivalent CERCLIS 1 NR 1 0 0 0 1.000SHWS State and tribal landfill and/or solid waste disposal site lists 0 NR NR 0 0 0 0.500SWF/LF 0 NR NR 0 0 0 0.500DEBRIS 0 NR NR 0 0 0 0.500OLI 0 NR NR 0 0 0 0.500LCID TC6181130.2s Page 4 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted State and tribal leaking storage tank lists 3 NR NR 3 0 0 0.500LUST 1 NR NR 1 0 0 0.500LAST 0 NR NR 0 0 0 0.500INDIAN LUST 2 NR NR 2 0 0 0.500LUST TRUST State and tribal registered storage tank lists 0 NR NR NR 0 0 0.250FEMA UST 0 NR NR NR 0 0 0.250UST 0 NR NR NR 0 0 0.250AST 0 NR NR NR 0 0 0.250INDIAN UST State and tribal institutional control / engineering control registries 0 NR NR 0 0 0 0.500INST CONTROL State and tribal voluntary cleanup sites 0 NR NR 0 0 0 0.500INDIAN VCP 0 NR NR 0 0 0 0.500VCP State and tribal Brownfields sites 0 NR NR 0 0 0 0.500BROWNFIELDS ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists 0 NR NR 0 0 0 0.500US BROWNFIELDS Local Lists of Landfill / Solid Waste Disposal Sites 0 NR NR 0 0 0 0.500SWRCY 0 NR NR 0 0 0 0.500HIST LF 0 NR NR 0 0 0 0.500INDIAN ODI 0 NR NR 0 0 0 0.500DEBRIS REGION 9 0 NR NR 0 0 0 0.500ODI 0 NR NR 0 0 0 0.500IHS OPEN DUMPS Local Lists of Hazardous waste / Contaminated Sites 0 NR NR NR NR 0 0.001US HIST CDL 0 NR NR NR NR 0 0.001US CDL Local Land Records 0 NR NR NR NR 0 0.001LIENS 2 Records of Emergency Release Reports 0 NR NR NR NR 0 0.001HMIRS 0 NR NR NR NR 0 0.001SPILLS 3 NR NR 3 0 0 0.500IMD TC6181130.2s Page 5 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR NR NR 0 0.001SPILLS 90 0 NR NR NR NR 0 0.001SPILLS 80 Other Ascertainable Records 0 NR NR NR 0 0 0.250RCRA NonGen / NLR 0 NR 0 0 0 0 1.000FUDS 0 NR 0 0 0 0 1.000DOD 0 NR NR 0 0 0 0.500SCRD DRYCLEANERS 0 NR NR NR NR 0 0.001US FIN ASSUR 0 NR NR NR NR 0 0.001EPA WATCH LIST 0 NR NR NR 0 0 0.2502020 COR ACTION 0 NR NR NR NR 0 0.001TSCA 0 NR NR NR NR 0 0.001TRIS 0 NR NR NR NR 0 0.001SSTS 0 NR 0 0 0 0 1.000ROD 0 NR NR NR NR 0 0.001RMP 0 NR NR NR NR 0 0.001RAATS 0 NR NR NR NR 0 0.001PRP 0 NR NR NR NR 0 0.001PADS 0 NR NR NR NR 0 0.001ICIS 0 NR NR NR NR 0 0.001FTTS 0 NR NR NR NR 0 0.001MLTS 0 NR NR NR NR 0 0.001COAL ASH DOE 0 NR NR 0 0 0 0.500COAL ASH EPA 0 NR NR NR NR 0 0.001PCB TRANSFORMER 0 NR NR NR NR 0 0.001RADINFO 0 NR NR NR NR 0 0.001HIST FTTS 0 NR NR NR NR 0 0.001DOT OPS 0 NR 0 0 0 0 1.000CONSENT 0 NR 0 0 0 0 1.000INDIAN RESERV 0 NR 0 0 0 0 1.000FUSRAP 0 NR NR 0 0 0 0.500UMTRA 0 NR NR NR NR 0 0.001LEAD SMELTERS 0 NR NR NR NR 0 0.001US AIRS 0 NR NR NR 0 0 0.250US MINES 0 NR NR NR 0 0 0.250ABANDONED MINES 0 NR NR NR NR 0 0.001FINDS 0 NR 0 0 0 0 1.000UXO 0 NR NR NR NR 0 0.001ECHO 0 NR NR NR NR 0 0.001DOCKET HWC 0 NR NR NR 0 0 0.250FUELS PROGRAM 0 NR NR NR NR 0 0.001AIRS 0 NR NR NR NR 0 0.001ASBESTOS 0 NR NR 0 0 0 0.500COAL ASH 0 NR NR NR 0 0 0.250DRYCLEANERS 0 NR NR NR NR 0 0.001Financial Assurance 0 NR NR NR NR 0 0.001NPDES 0 NR NR NR NR 0 0.001UIC 0 NR NR NR NR 0 0.001AOP 0 NR NR 0 0 0 0.500PCSRP 0 NR NR 0 0 0 0.500CCB TC6181130.2s Page 6 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR NR NR 0 0.001SEPT HAULERS 0 NR NR NR NR 0 0.001MINES MRDS EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records 0 NR 0 0 0 0 1.000EDR MGP 0 NR NR NR NR 0 0.125EDR Hist Auto 0 NR NR NR NR 0 0.125EDR Hist Cleaner EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives 0 NR NR NR NR 0 0.001RGA HWS 0 NR NR NR NR 0 0.001RGA LF 0 NR NR NR NR 0 0.001RGA LUST 10 0 1 9 0 0 0- Totals -- NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database TC6181130.2s Page 7 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedTelephone: Bret GreerContact Person: Toledo Carolina, Inc.Company: WILRegion: LEPRegional Officer Project Mgr: Not reportedTestlat: 34.2915 -77.9098Lat/Long Decimal: Not reportedLat/Long: NoValid: Not reportedError Code: 0Error Flag: NoRPOP: NoRPOW: 0Reel Num: 0CD Num: NoRPL: 3PETOPT: G1RBCA GW: CCurrent Status: 0Release Detection: Not reportedLUR Filed: NoFlag1: NoFlag: UnknownMTBE1: NoMTBE: Not reportedLand Use: Not reportedSite Risk Reason: Not reportedPhase Of LSA Req: Not reportedSite Priority: Not reportedNORR Issue Date: Not reportedNOV Issue Date: Not reportedCorrective Action Plan Type: LRisk Class Based On Review: HRisk Classification: CCommercial/NonCommercial UST Site: 0# Of Supply Wells: NTank Regulated Status: S3Level Of Soil Cleanup Achieved: 06/13/2018Close Out: Not reportedClosure Request: Not reportedCleanup: 03/01/2005Date Occur: 04/25/2005Date Reported: PProduct Type: 14Source Type: GWContamination Type: 87611Incident Number: WI-87611UST Number: Not reportedFacility ID: WILMINGTON, NC 28405City,State,Zip: 2915 BLUE CLAY ROADAddress: TOLEDO CAROLINAName: LAST: 1525 ft. 0.289 mi.IMD Relative: Higher Actual: 34 ft. 1/4-1/2 LUST TRUSTWILMINGTON, NC 28405 SSE LUST2915 BLUE CLAY ROAD N/A 1 LASTTOLEDO CAROLINA S107497613 TC6181130.2s Page 8 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation GWContamination Type: 32394Incident Number: WI-7268UST Number: 00-0-000Facility ID: WILMINGTON, NC 28405City,State,Zip: 2915 BLUE CLAY ROADAddress: TOLEDO CAROLINAName: LUST: Not reportedClose-out Report: Not reportedClosure Request Date: Not reportedRS Designation: Not reportedReclassification Report: Not reportedSOC Signed: Not reportedCorrective Action Planned: Not reportedPublic Meeting Held: Not reported45 Day Report: Not reportedNORR Issued: 4/26/2005NOV Issued: COIncident Phase: 6/13/2018Last Modified: 4Source Type: Not reportedSource: Not reportedCause: Not reportedRelease Code: Not reportedPirf/Min Soil: Not reported5 Min Quad: Not reported7#5 Min Quad: Not reportedSamples Include: Not reportedSamples Taken By: Not reportedWells Affected Number: Not reportedWells Affected Y/N: Not reportedPriority Update: NODSite Priority: Not reportedLocation: Not reportedType: 7Operation Type: 5Ownership: Not reportedOwner/Operator: Not reportedDescription Of Incident: Not reportedDate Reported: Not reportedDate Occurred: 87611Facility Id: PIRF: Not reported5 Min Quad: monitoring report request to RP. NFA 6/13/2018. Topozone.com. This incident also in RUST as #32394. 9/4/2008 sent 1, 2006, but has not arrived.Latitude and longitude estimated from have excavated soil from around the tank area. The CSA was due June other so the source is not clear. Contamination levels are low. They system at the site. The AST and UST were located adjacent to each Soil and groundwater contamination from UST and/or AST gasolineComments: Not reportedRP County: Florence, NC 29504RP City,St,Zip: P.O. Box 12366RP Address: TOLEDO CAROLINA (Continued)S107497613 TC6181130.2s Page 9 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 32394Facility Id: PIRF: Not reported5 Min Quad: 9/4/08 sent pre-CAP monitoring report request to RP. NFA 6/13/2018. contamination seemed to originate at the former UST dispenser area. Site was treated as a AST until CSA showed that the highest levels of at the time the tank was removed and none was required at the time. when it was removed and replaced with an AST. No assessment was done of a real estate assessment.. Site held a UST from 1978 until 1986 Incident was reported on 04/12/2005 as a UST/AST incident as a resultComments: Not reportedRP County: FLORENCE, SC 295042366RP City,St,Zip: P. O. BOX 12366RP Address: 8436697503Telephone: BRET GREERContact Person: TOLEDO CAROLINACompany: WILRegion: LEPRegional Officer Project Mgr: Not reportedTestlat: 34.2917 -77.9096Lat/Long Decimal: TrueValid: NError Code: 0Error Flag: TrueRPOP: TrueRPOW: 0Reel Num: 0CD Num: TrueRPL: 3PETOPT: Cleanups to 2L.0202 standardsRBCA GW: File Located in HouseCurrent Status: 0Release Detection: Not reportedLUR Filed: NoFlag1: NoFlag: YesMTBE1: NoMTBE: Not reportedLand Use: Not reportedSite Risk Reason: 1Phase Of LSA Req: Not reportedSite Priority: Not reportedNORR Issue Date: Not reportedNOV Issue Date: Not reportedCorrective Action Plan Type: LRisk Class Based On Review: HRisk Classification: COMMERCIALCommercial/NonCommercial UST Site: 0# Of Supply Wells: RTank Regulated Status: Soil to GroundwaterLevel Of Soil Cleanup Achieved: 06/13/2018Close Out: Not reportedClosure Request: 03/10/2005Cleanup: 03/10/2005Date Occur: 04/12/2005Date Reported: PProduct Type: Leak-undergroundSource Type: TOLEDO CAROLINA (Continued)S107497613 TC6181130.2s Page 10 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation IMD: 0Sum 3rd Party Amt Applied: 03rd Party Deductable Amt: 20000Deductable Amount: Not reportedPriority Rank: 100% CommercialCommercial Find: TrueSite Eligible?: the $20,000 deductible. [CGS 1/13/10] apply a $20,000 deductible; then 100% eligible for costs that exceed Commercial; first apply a 66.5% apportionment (33.5% eligible), thenSite Note: 32394Site ID: 0-020695Facility ID: WILMINGTON, NCCity,State,Zip: 2915 BLUE CLAY ROADAddress: TOLEDO CAROLINAName: LUST TRUST: Click here to access the North Carolina DEQ records for this facility: Not reportedClose-out Report: Not reportedClosure Request Date: Not reportedRS Designation: Not reportedReclassification Report: Not reportedSOC Signed: Not reportedCorrective Action Planned: Not reportedPublic Meeting Held: Not reported45 Day Report: Not reportedNORR Issued: Not reportedNOV Issued: Closed OutIncident Phase: 6/13/2018Last Modified: PUst Number: Not reportedSource: Not reportedCause: 3Err Type: Not reportedSource Code: Not reportedRelease Code: Not reportedPirf/Min Soil: Not reported5 Minute Quad: y7#5 Minute Quad: Not reportedSamples Include: nWells Affected Y/N: Not reportedPriority Update: Not reportedSite Priority: 1Location: 3Type: 6Operation Type: 4Ownership: Not reportedOwner/Operator: installed to replace it. contamination. UST occupied site from 1978 until 1986. AST was A real estate transaction discovered soil and groundwaterDescription Of Incident: 4/16/2007Date Reported: 4/12/2005Date Occurred: TOLEDO CAROLINA (Continued)S107497613 TC6181130.2s Page 11 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedReclassification Report: Not reportedSOC Sighned: Not reportedCorrective Action Planned: Not reportedPublic Meeting Held: Not reported45 Day Report: Not reportedNORR Issued: Not reportedNOV Issued: Closed OutIncident Phase: 6/13/2018Last Modified: 32394Facility ID: Not reportedAgency: Not reportedGPS: Not reportedLongitude Decimal: Not reportedLatitude Decimal: Not reportedLongitude Number: Not reportedLatitude Number: -77.909620000000004Longitude: 34.29177Latitude: Not reported5 Min Quad: Not reported7.5 Min Quad: Not reportedSamples Include: ySampled By: Not reportedWells Contam: Not reportedNum Affected: NoWells Affected: Not reportedDem Contact: Not reportedPriority Update: Not reportedPriority Code: Not reportedSite Priority: Not reportedRisk Site: Not reportedSetting: FacilityLocation: Gasoline/dieselType: Not reportedSource: Not reportedQty Recovered 1: Not reportedQty Lost 1: Not reportedMaterial: CommercialOperation: PrivateOwnership: Not reportedOper City,St,Zip: Not reportedOperator City: Not reportedOperator Address: Not reportedOwner Company: Not reportedContact Phone: Not reportedOperator: installed to replace it. contamination. UST occupied site from 1978 until 1986. AST was A real estate transaction discovered soil and groundwaterIncident Desc: Not reportedSoil Contam: Not reportedGW Contam: 4/16/2007Submit Date: 4/12/2005Date Occurred: 32394Facility ID: Not reportedRegion: WILMINGTONCity: 2915 BLUE CLAY ROADAddress: TOLEDO CAROLINAName: TOLEDO CAROLINA (Continued)S107497613 TC6181130.2s Page 12 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedNORR Issued: Not reportedNOV Issued: Not reportedIncident Phase: Not reportedLast Modified: Not reportedFacility ID: DWQAgency: ESTGPS: Not reportedLongitude Decimal: Not reportedLatitude Decimal: Not reportedLongitude Number: Not reportedLatitude Number: -77.9098Longitude: 34.2915Latitude: Not reported5 Min Quad: Not reported7.5 Min Quad: Not reportedSamples Include: Not reportedSampled By: Not reportedWells Contam: Not reportedNum Affected: NoWells Affected: Ginny HendersonDem Contact: Not reportedPriority Update: NODPriority Code: Not reportedSite Priority: Not reportedRisk Site: Not reportedSetting: Not reportedLocation: Gasoline/dieselType: Dredge SpoilSource: Not reportedQty Recovered 1: Not reportedQty Lost 1: Not reportedMaterial: MiningOperation: FederalOwnership: Florence, SCOper City,St,Zip: FlorenceOperator City: P.O. Box 12366Operator Address: Toledo Carolina, Inc.Owner Company: Not reportedContact Phone: Greer, BretOperator: the source is not cle at the site. The AST and UST were located adjacent to each other so Soil and groundwater contamination from UST and/or AST gasoline systemIncident Desc: Not reportedSoil Contam: Yes, Groundwater Contamination has been detectedGW Contam: 6/14/2006Submit Date: 3/1/2005Date Occurred: 87611Facility ID: WILRegion: WILMINGTONCity: 2915 BLUE CLAY ROADAddress: TOLEDO CAROLINAName: Not reportedClose-out Report: Not reportedClosure Request Date: Not reportedRS Designation: TOLEDO CAROLINA (Continued)S107497613 TC6181130.2s Page 13 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedClose-out Report: Not reportedClosure Request Date: Not reportedRS Designation: Not reportedReclassification Report: Not reportedSOC Sighned: Not reportedCorrective Action Planned: Not reportedPublic Meeting Held: Not reported45 Day Report: TOLEDO CAROLINA (Continued)S107497613 FalseRPOP: FalseRPOW: 0Reel Num: 0CD Num: FalseRPL: 3PETOPT: Cleanups to 2L.0202 standardsRBCA GW: File Located in HouseCurrent Status: 0Release Detection: Not reportedLUR Filed: NoFlag1: NoFlag: UnknownMTBE1: Not reportedMTBE: ResidentialLand Use: Not reportedSite Risk Reason: Not reportedPhase Of LSA Req: 45BSite Priority: Not reportedNORR Issue Date: Not reportedNOV Issue Date: Not reportedCorrective Action Plan Type: LRisk Class Based On Review: HRisk Classification: COMMERCIALCommercial/NonCommercial UST Site: 0# Of Supply Wells: RTank Regulated Status: Soil to GroundwaterLevel Of Soil Cleanup Achieved: 08/28/2019Close Out: Not reportedClosure Request: 03/28/1995Cleanup: 03/28/1995Date Occur: 04/03/1995Date Reported: PProduct Type: Leak-undergroundSource Type: SLContamination Type: 17158Incident Number: WI-1448UST Number: 00-0-000Facility ID: WILMINGTON, NC 27405City,State,Zip: 2929 BLUE CLAY RD.Address: ANSCO & ASSOCIATES, INC.Name: LUST: 1774 ft. 0.336 mi. Relative: Higher Actual: 34 ft. 1/4-1/2 WILMINGTON, NC 27405 SSE IMD2929 BLUE CLAY RD. N/A 2 LUSTANSCO & ASSOCIATES, INC.S103130360 TC6181130.2s Page 14 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Click here to access the North Carolina DEQ records for this facility: Not reportedClose-out Report: Not reportedClosure Request Date: Not reportedRS Designation: Not reportedReclassification Report: Not reportedSOC Signed: Not reportedCorrective Action Planned: Not reportedPublic Meeting Held: Not reported45 Day Report: Not reportedNORR Issued: Not reportedNOV Issued: Closed OutIncident Phase: 8/28/2019Last Modified: Not reportedUst Number: Not reportedSource: Not reportedCause: Not reportedErr Type: PirfSource Code: BB30YRelease Code: Not reportedPirf/Min Soil: 15 Minute Quad: 37#5 Minute Quad: 0Samples Include: NWells Affected Y/N: 5/30/1998Priority Update: 45BSite Priority: 1Location: 3Type: 5Operation Type: 4Ownership: MR. AUTRY BARRETTOwner/Operator: UST REPORT DOCUMENTS SOIL AND GW CONTAMINATION AT SUBJECT SITE.Description Of Incident: 4/9/1997Date Reported: 3/9/1995Date Occurred: 17158Facility Id: PIRF: Not reported5 Min Quad: conecntrations detected in g.w. NFA levels and no compounds associated with the semi-volatile TPH PIRF, THEN NFA, WAS UNASSIGNED. TPH concentrations below actionComments: Not reportedRP County: GREENSBORO, NC 27406RP City,St,Zip: 2401 MONTREAL AVENUERP Address: 9102712892Telephone: MR. AUTRY BARRETTContact Person: ANSCO & ASSOCIATES, INC.Company: WILRegion: LEPRegional Officer Project Mgr: Not reportedTestlat: 34.2924 -77.9095Lat/Long Decimal: FalseValid: Not reportedError Code: 0Error Flag: ANSCO & ASSOCIATES, INC. (Continued) S103130360 TC6181130.2s Page 15 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedRS Designation: Not reportedReclassification Report: Not reportedSOC Sighned: Not reportedCorrective Action Planned: Not reportedPublic Meeting Held: Not reported45 Day Report: Not reportedNORR Issued: Not reportedNOV Issued: Closed OutIncident Phase: 8/28/2019Last Modified: 17158Facility ID: Not reportedAgency: Not reportedGPS: Not reportedLongitude Decimal: Not reportedLatitude Decimal: Not reportedLongitude Number: Not reportedLatitude Number: -77.909559000000002Longitude: 34.292476000000001Latitude: BB30Y5 Min Quad: Not reported7.5 Min Quad: Groundwater SamplesSamples Include: Responsible PartiesSampled By: Not reportedWells Contam: 0Num Affected: NoWells Affected: Not reportedDem Contact: 5/30/1998Priority Update: Not reportedPriority Code: 45BSite Priority: Not reportedRisk Site: Not reportedSetting: FacilityLocation: Gasoline/dieselType: Not reportedSource: Not reportedQty Recovered 1: Not reportedQty Lost 1: Not reportedMaterial: IndustrialOperation: PrivateOwnership: Not reportedOper City,St,Zip: Not reportedOperator City: Not reportedOperator Address: Not reportedOwner Company: Not reportedContact Phone: MR. AUTRY BARRETTOperator: UST REPORT DOCUMENTS SOIL AND GW CONTAMINATION AT SUBJECT SITE.Incident Desc: Not reportedSoil Contam: Not reportedGW Contam: 4/9/1997Submit Date: 3/9/1995Date Occurred: 17158Facility ID: Not reportedRegion: WILMINGTONCity: 2929 BLUE CLAY RD.Address: ANSCO & ASSOCIATES, INC.Name: IMD: ANSCO & ASSOCIATES, INC. (Continued)S103130360 TC6181130.2s Page 16 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCorrective Action Planned: Not reportedPublic Meeting Held: Not reported45 Day Report: Not reportedNORR Issued: Not reportedNOV Issued: Closed OutIncident Phase: 8/28/2019Last Modified: 17158Facility ID: DWMAgency: NODGPS: 77.9097222222222Longitude Decimal: 34.2919444444444Latitude Decimal: 775435Longitude Number: 341731Latitude Number: -77.90972222Longitude: 34.29194444Latitude: BB30Y5 Min Quad: Not reported7.5 Min Quad: Groundwater SamplesSamples Include: Responsible PartiesSampled By: Not reportedWells Contam: 0Num Affected: NoWells Affected: SAKDem Contact: 5/30/1998Priority Update: BPriority Code: 45BSite Priority: HRisk Site: RuralSetting: FacilityLocation: Gasoline/dieselType: Leak-undergroundSource: Not reportedQty Recovered 1: Not reportedQty Lost 1: DIESEL FUELMaterial: IndustrialOperation: PrivateOwnership: GREENSBORO, NC 27406-Oper City,St,Zip: GREENSBOROOperator City: 2401 MONTREAL AVENUEOperator Address: ANSCO & ASSOCIATES, INC.Owner Company: 9102712892Contact Phone: MR. AUTRY BARRETTOperator: UST REPORT DOCUMENTS SOIL AND GW CONTAMINATION AT SUBJECT SITE.Incident Desc: YesSoil Contam: No Groundwater Contamination detectedGW Contam: 4/9/1997Submit Date: 3/28/1995Date Occurred: 17158Facility ID: WILRegion: WILMINGTONCity: 2929 BLUE CLAY RD.Address: ANSCO & ASSOCIATES, INC.Name: Not reportedClose-out Report: Not reportedClosure Request Date: ANSCO & ASSOCIATES, INC. (Continued)S103130360 TC6181130.2s Page 17 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedClose-out Report: Not reportedClosure Request Date: Not reportedRS Designation: Not reportedReclassification Report: Not reportedSOC Sighned: ANSCO & ASSOCIATES, INC. (Continued) S103130360 FalseValid: Not reportedError Code: Not reportedError Flag: FalseRPOP: TrueRPOW: Not reportedReel Num: Not reportedCD Num: TrueRPL: 4PETOPT: Not reportedRBCA GW: File Located in HouseCurrent Status: Not reportedRelease Detection: Not reportedLUR Filed: Not reportedFlag1: NoFlag: NoMTBE1: NoMTBE: ResidentialLand Use: Not reportedSite Risk Reason: 1Phase Of LSA Req: Not reportedSite Priority: Not reportedNORR Issue Date: Not reportedNOV Issue Date: Not reportedCorrective Action Plan Type: HRisk Class Based On Review: HRisk Classification: NON COMMERCIALCommercial/NonCommercial UST Site: 0# Of Supply Wells: NTank Regulated Status: Not reportedLevel Of Soil Cleanup Achieved: Not reportedClose Out: Not reportedClosure Request: 02/21/2003Cleanup: 02/21/2003Date Occur: 03/06/2003Date Reported: PProduct Type: Leak-undergroundSource Type: GWContamination Type: 32059Incident Number: WI-2314UST Number: Not reportedFacility ID: WILMINGTON, NC 28405City,State,Zip: 140 LONG LEAF DRIVEAddress: LP IV C/O MIDWEST FIRST FINANCIALName: LUST: 1791 ft. 0.339 mi. Relative: Higher Actual: 34 ft. 1/4-1/2 IMDWILMINGTON, NC 28405 SSW LUST TRUST140 LONG LEAF DRIVE N/A 3 LUSTLP IV C/O MIDWEST FIRST FINANCIAL S105896172 TC6181130.2s Page 18 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Click here to access the North Carolina DEQ records for this facility: Not reportedClose-out Report: Not reportedClosure Request Date: Not reportedRS Designation: Not reportedReclassification Report: Not reportedSOC Signed: Not reportedCorrective Action Planned: Not reportedPublic Meeting Held: Not reported45 Day Report: Not reportedNORR Issued: Not reportedNOV Issued: ResponseIncident Phase: Not reportedLast Modified: CUst Number: CSource: Not reportedCause: 2Err Type: Not reportedSource Code: Not reportedRelease Code: Not reportedPirf/Min Soil: Not reported5 Minute Quad: y7#5 Minute Quad: Not reportedSamples Include: nWells Affected Y/N: Not reportedPriority Update: Not reportedSite Priority: 7Location: 4Type: 3Operation Type: 4Ownership: Not reportedOwner/Operator: groundwater sample adjacent to tank. TPH-3510 DRO-366 ppm. Closure of a 270 gal. Heating oil tank. Hand augered down to get aDescription Of Incident: 3/6/2003Date Reported: 2/25/2003Date Occurred: 32059Facility Id: PIRF: Not reported5 Min Quad: level is 1’ - 2’ bgs. for LSA., send letter to resample 8/04, soil is <s/g - however the gw 3510. Tank was filled with concrete and closed in place. NORR sent Water sample collected from bore hole near tank-- 366ppm, also method dh - Water well tested clean for method 3510 diesel range organics.Comments: Not reportedRP County: OMAHA, NB 68144RP City,St,Zip: 11904 ARBOR STREET, SUITE 200RP Address: 4023302274Telephone: MR. AARON WHALEYContact Person: LP IV C/O MIDWEST FIRST FINANCCompany: WILRegion: SAKRegional Officer Project Mgr: Not reportedTestlat: 34.2922 -77.9141Lat/Long Decimal: LP IV C/O MIDWEST FIRST FINANCIAL (Continued) S105896172 TC6181130.2s Page 19 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation -77.914165999999994Longitude: 34.292222000000002Latitude: Not reported5 Min Quad: Not reported7.5 Min Quad: Not reportedSamples Include: ySampled By: Not reportedWells Contam: Not reportedNum Affected: NoWells Affected: Not reportedDem Contact: Not reportedPriority Update: Not reportedPriority Code: Not reportedSite Priority: Not reportedRisk Site: Not reportedSetting: ResidenceLocation: Heating OilType: Not reportedSource: Not reportedQty Recovered 1: Not reportedQty Lost 1: Not reportedMaterial: ResidentialOperation: PrivateOwnership: Not reportedOper City,St,Zip: Not reportedOperator City: Not reportedOperator Address: Not reportedOwner Company: Not reportedContact Phone: Not reportedOperator: groundwater sample adjacent to tank. TPH-3510 DRO-366 ppm. Closure of a 270 gal. Heating oil tank. Hand augered down to get aIncident Desc: Not reportedSoil Contam: Not reportedGW Contam: 3/6/2003Submit Date: 2/25/2003Date Occurred: 32059Facility ID: Not reportedRegion: WILMINGTONCity: 140 LONG LEAF DRIVEAddress: LP IV C/O MIDWEST FIRST FINANCIALName: IMD: 0Sum 3rd Party Amt Applied: 1000003rd Party Deductable Amt: 5000Deductable Amount: Not reportedPriority Rank: 100% Non-CommercialCommercial Find: TrueSite Eligible?: that exceed 5K up to a million dollars. noncommercial $5,000 deductible, and eligible for 90% cleanup costsSite Note: 32059Site ID: Not reportedFacility ID: WILMINGTON, NCCity,State,Zip: 140 LONG LEAF DRIVEAddress: LP IVName: LUST TRUST: LP IV C/O MIDWEST FIRST FINANCIAL (Continued)S105896172 TC6181130.2s Page 20 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSamples Include: ySampled By: Not reportedWells Contam: Not reportedNum Affected: NoWells Affected: SAKDem Contact: Not reportedPriority Update: Not reportedPriority Code: Not reportedSite Priority: HRisk Site: Not reportedSetting: ResidenceLocation: Gasoline/dieselType: Leak-undergroundSource: Not reportedQty Recovered 1: Not reportedQty Lost 1: Not reportedMaterial: ResidentialOperation: PrivateOwnership: OMAHA, NB 68144-Oper City,St,Zip: OMAHAOperator City: 11904 ARBOR STREET, SUITE 200Operator Address: LP IV C/O MIDWEST FIRST FINANCOwner Company: 4023302274Contact Phone: MR. AARON WHALEYOperator: groundwater sample adjacent to tank. TPH-3510 DRO-366 ppm. Closure of a 270 gal. Heating oil tank. Hand augered down to get aIncident Desc: NoSoil Contam: Yes, Groundwater Contamination has been detectedGW Contam: 3/6/2003Submit Date: 2/21/2003Date Occurred: 32059Facility ID: WILRegion: WILMINGTONCity: 140 LONG LEAF DRIVEAddress: LP IV C/O MIDWEST FIRST FINANCName: Not reportedClose-out Report: Not reportedClosure Request Date: Not reportedRS Designation: Not reportedReclassification Report: Not reportedSOC Sighned: Not reportedCorrective Action Planned: Not reportedPublic Meeting Held: Not reported45 Day Report: Not reportedNORR Issued: Not reportedNOV Issued: REIncident Phase: Not reportedLast Modified: 32059Facility ID: Not reportedAgency: Not reportedGPS: Not reportedLongitude Decimal: Not reportedLatitude Decimal: Not reportedLongitude Number: Not reportedLatitude Number: LP IV C/O MIDWEST FIRST FINANCIAL (Continued)S105896172 TC6181130.2s Page 21 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedClose-out Report: Not reportedClosure Request Date: Not reportedRS Designation: Not reportedReclassification Report: Not reportedSOC Sighned: Not reportedCorrective Action Planned: Not reportedPublic Meeting Held: Not reported45 Day Report: Not reportedNORR Issued: Not reportedNOV Issued: REIncident Phase: Not reportedLast Modified: 32059Facility ID: DWMAgency: 7GPS: 77.9138888888889Longitude Decimal: 34.2919444444444Latitude Decimal: 775450Longitude Number: 341731Latitude Number: -77.91388888Longitude: 34.29194444Latitude: Not reported5 Min Quad: Not reported7.5 Min Quad: LP IV C/O MIDWEST FIRST FINANCIAL (Continued) S105896172 NONCD0002404EPAID: CASTLE HAYNE, NCCity,State,Zip: 2913 CASTLE HAYNE RDAddress: RITTER MILLWORKS SHOPName: VCP: Click here to access the North Carolina DEQ records for this facility: GPS (2-5 meter)Geolocation Method: 34.298055 / -77.922222Lat/Longitude: NONCD0002404EPAID: CASTLE HAYNE, NCCity,State,Zip: 2913 CASTLE HAYNE RDAddress: RITTER MILLWORKS SHOPName: SHWS: 2710 ft. 0.513 mi. Relative: Higher Actual: 34 ft. 1/2-1 CASTLE HAYNE, NC West VCP2913 CASTLE HAYNE RD N/A 4 SHWSRITTER MILLWORKS SHOP S109136350 TC6181130.2s Page 22 ORPHAN SUMMARY City EDR ID Site Name Site Address Zip Database(s) Count: 1 records. WILMINGTON S105163712 BLUE CLAY ROAD LANDFILL 4129 BLUE CLAY ROAD SWF/LF, HIST LF TC6181130.2s Page 23 To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterly basis, as required. Number of Days to Update:Provides confirmation that EDR is reporting records that have been updated within 90 days from the date the government agency made the information available to the public. STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL: National Priority List National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA’s Environmental Photographic Interpretation Center (EPIC) and regional EPA offices. Date of Government Version: 07/29/2020 Date Data Arrived at EDR: 08/03/2020 Date Made Active in Reports: 08/25/2020 Number of Days to Update: 22 Source: EPA Telephone: N/A Last EDR Contact: 08/03/2020 Next Scheduled EDR Contact: 10/12/2020 Data Release Frequency: Quarterly NPL Site Boundaries Sources: EPA’s Environmental Photographic Interpretation Center (EPIC) Telephone: 202-564-7333 EPA Region 1 EPA Region 6 Telephone 617-918-1143 Telephone: 214-655-6659 EPA Region 3 EPA Region 7 Telephone 215-814-5418 Telephone: 913-551-7247 EPA Region 4 EPA Region 8 Telephone 404-562-8033 Telephone: 303-312-6774 EPA Region 5 EPA Region 9 Telephone 312-886-6686 Telephone: 415-947-4246 EPA Region 10 Telephone 206-553-8665 Proposed NPL: Proposed National Priority List Sites A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on the NPL those sites that continue to meet the requirements for listing. Date of Government Version: 07/29/2020 Date Data Arrived at EDR: 08/03/2020 Date Made Active in Reports: 08/25/2020 Number of Days to Update: 22 Source: EPA Telephone: N/A Last EDR Contact: 08/03/2020 Next Scheduled EDR Contact: 10/12/2020 Data Release Frequency: Quarterly NPL LIENS: Federal Superfund Liens Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. TC6181130.2s Page GR-1 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/15/1991 Date Data Arrived at EDR: 02/02/1994 Date Made Active in Reports: 03/30/1994 Number of Days to Update: 56 Source: EPA Telephone: 202-564-4267 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: No Update Planned Federal Delisted NPL site list Delisted NPL: National Priority List Deletions The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where no further response is appropriate. Date of Government Version: 07/29/2020 Date Data Arrived at EDR: 08/03/2020 Date Made Active in Reports: 08/25/2020 Number of Days to Update: 22 Source: EPA Telephone: N/A Last EDR Contact: 08/03/2020 Next Scheduled EDR Contact: 10/12/2020 Data Release Frequency: Quarterly Federal CERCLIS list FEDERAL FACILITY: Federal Facility Site Information listing A listing of National Priority List (NPL) and Base Realignment and Closure (BRAC) sites found in the Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) Database where EPA Federal Facilities Restoration and Reuse Office is involved in cleanup activities. Date of Government Version: 04/03/2019 Date Data Arrived at EDR: 04/05/2019 Date Made Active in Reports: 05/14/2019 Number of Days to Update: 39 Source: Environmental Protection Agency Telephone: 703-603-8704 Last EDR Contact: 07/02/2020 Next Scheduled EDR Contact: 10/12/2020 Data Release Frequency: Varies SEMS: Superfund Enterprise Management System SEMS (Superfund Enterprise Management System) tracks hazardous waste sites, potentially hazardous waste sites, and remedial activities performed in support of EPA’s Superfund Program across the United States. The list was formerly know as CERCLIS, renamed to SEMS by the EPA in 2015. The list contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). This dataset also contains sites which are either proposed to or on the National Priorities List (NPL) and the sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version: 07/29/2020 Date Data Arrived at EDR: 08/03/2020 Date Made Active in Reports: 08/25/2020 Number of Days to Update: 22 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 08/03/2020 Next Scheduled EDR Contact: 10/26/2020 Data Release Frequency: Quarterly Federal CERCLIS NFRAP site list SEMS-ARCHIVE: Superfund Enterprise Management System Archive TC6181130.2s Page GR-2 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SEMS-ARCHIVE (Superfund Enterprise Management System Archive) tracks sites that have no further interest under the Federal Superfund Program based on available information. The list was formerly known as the CERCLIS-NFRAP, renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while it is archived if site conditions change and/or new information becomes available. Archived sites have been removed and archived from the inventory of SEMS sites. Archived status indicates that, to the best of EPA’s knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list the site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time. The decision does not necessarily mean that there is no hazard associated with a given site; it only means that. based upon available information, the location is not judged to be potential NPL site. Date of Government Version: 07/29/2020 Date Data Arrived at EDR: 08/03/2020 Date Made Active in Reports: 08/25/2020 Number of Days to Update: 22 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 08/03/2020 Next Scheduled EDR Contact: 10/26/2020 Data Release Frequency: Quarterly Federal RCRA CORRACTS facilities list CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. Date of Government Version: 03/23/2020 Date Data Arrived at EDR: 03/25/2020 Date Made Active in Reports: 05/21/2020 Number of Days to Update: 57 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 06/22/2020 Next Scheduled EDR Contact: 10/05/2020 Data Release Frequency: Quarterly Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF: RCRA - Treatment, Storage and Disposal RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste. Date of Government Version: 03/23/2020 Date Data Arrived at EDR: 03/25/2020 Date Made Active in Reports: 05/21/2020 Number of Days to Update: 57 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 06/22/2020 Next Scheduled EDR Contact: 10/05/2020 Data Release Frequency: Quarterly Federal RCRA generators list RCRA-LQG: RCRA - Large Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. Date of Government Version: 03/23/2020 Date Data Arrived at EDR: 03/25/2020 Date Made Active in Reports: 05/21/2020 Number of Days to Update: 57 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 06/22/2020 Next Scheduled EDR Contact: 10/05/2020 Data Release Frequency: Quarterly TC6181130.2s Page GR-3 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING RCRA-SQG: RCRA - Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. Date of Government Version: 03/23/2020 Date Data Arrived at EDR: 03/25/2020 Date Made Active in Reports: 05/21/2020 Number of Days to Update: 57 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 06/22/2020 Next Scheduled EDR Contact: 10/05/2020 Data Release Frequency: Quarterly RCRA-VSQG: RCRA - Very Small Quantity Generators (Formerly Conditionally Exempt Small Quantity Generators) RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Very small quantity generators (VSQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Date of Government Version: 03/23/2020 Date Data Arrived at EDR: 03/25/2020 Date Made Active in Reports: 05/21/2020 Number of Days to Update: 57 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 06/22/2020 Next Scheduled EDR Contact: 10/05/2020 Data Release Frequency: Quarterly Federal institutional controls / engineering controls registries LUCIS: Land Use Control Information System LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version: 05/15/2020 Date Data Arrived at EDR: 05/19/2020 Date Made Active in Reports: 06/18/2020 Number of Days to Update: 30 Source: Department of the Navy Telephone: 843-820-7326 Last EDR Contact: 08/04/2020 Next Scheduled EDR Contact: 11/23/2020 Data Release Frequency: Varies US ENG CONTROLS: Engineering Controls Sites List A listing of sites with engineering controls in place. Engineering controls include various forms of caps, building foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. Date of Government Version: 02/13/2020 Date Data Arrived at EDR: 02/20/2020 Date Made Active in Reports: 05/15/2020 Number of Days to Update: 85 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 08/24/2020 Next Scheduled EDR Contact: 09/07/2020 Data Release Frequency: Varies US INST CONTROLS: Institutional Controls Sites List A listing of sites with institutional controls in place. Institutional controls include administrative measures, such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally required as part of the institutional controls. Date of Government Version: 02/13/2020 Date Data Arrived at EDR: 02/20/2020 Date Made Active in Reports: 05/15/2020 Number of Days to Update: 85 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 08/24/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Varies TC6181130.2s Page GR-4 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Federal ERNS list ERNS: Emergency Response Notification System Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version: 03/22/2020 Date Data Arrived at EDR: 03/24/2020 Date Made Active in Reports: 06/18/2020 Number of Days to Update: 86 Source: National Response Center, United States Coast Guard Telephone: 202-267-2180 Last EDR Contact: 06/22/2020 Next Scheduled EDR Contact: 10/05/2020 Data Release Frequency: Quarterly State- and tribal - equivalent NPL HSDS: Hazardous Substance Disposal Site Locations of uncontrolled and unregulated hazardous waste sites. The file includes sites on the National Priority List as well as those on the state priority list. Date of Government Version: 08/09/2011 Date Data Arrived at EDR: 11/08/2011 Date Made Active in Reports: 12/05/2011 Number of Days to Update: 27 Source: North Carolina Center for Geographic Information and Analysis Telephone: 919-754-6580 Last EDR Contact: 07/15/2020 Next Scheduled EDR Contact: 11/02/2020 Data Release Frequency: No Update Planned State- and tribal - equivalent CERCLIS SHWS: Inactive Hazardous Sites Inventory State Hazardous Waste Sites. State hazardous waste site records are the states’ equivalent to CERCLIS. These sites may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds (state equivalent of Superfund) are identified along with sites where cleanup will be paid for by potentially responsible parties. Available information varies by state. Date of Government Version: 05/11/2020 Date Data Arrived at EDR: 06/10/2020 Date Made Active in Reports: 08/24/2020 Number of Days to Update: 75 Source: Department of Environment, Health and Natural Resources Telephone: 919-508-8400 Last EDR Contact: 06/10/2020 Next Scheduled EDR Contact: 09/21/2020 Data Release Frequency: Quarterly State and tribal landfill and/or solid waste disposal site lists SWF/LF: List of Solid Waste Facilities Solid Waste Facilities/Landfill Sites. SWF/LF type records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. Depending on the state, these may be active or inactive facilities or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version: 03/06/2020 Date Data Arrived at EDR: 03/24/2020 Date Made Active in Reports: 06/10/2020 Number of Days to Update: 78 Source: Department of Environment and Natural Resources Telephone: 919-733-0692 Last EDR Contact: 06/25/2020 Next Scheduled EDR Contact: 10/05/2020 Data Release Frequency: Varies OLI: Old Landfill Inventory Old landfill inventory location information. (Does not include no further action sites and other agency lead sites). Date of Government Version: 08/22/2019 Date Data Arrived at EDR: 10/11/2019 Date Made Active in Reports: 12/19/2019 Number of Days to Update: 69 Source: Department of Environment & Natural Resources Telephone: 919-733-4996 Last EDR Contact: 07/09/2020 Next Scheduled EDR Contact: 10/19/2020 Data Release Frequency: Varies TC6181130.2s Page GR-5 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING DEBRIS: Solid Waste Active Disaster Debris Sites Listing NCDEQ Division of Waste Management Solid Waste Section Temporary Disaster Debris Staging Site (TDDSS) Locations which are available to be activated in a disaster or emergency.. Disaster Debris Sites can only be used for temporary disaster debris storage if the site’s responsible party activates the site for use by notifying the NCDEQ DWM Solid Waste Section staff during an emergency Date of Government Version: 10/31/2019 Date Data Arrived at EDR: 12/20/2019 Date Made Active in Reports: 02/24/2020 Number of Days to Update: 66 Source: Department of Environmental Quality Telephone: 919-707-8247 Last EDR Contact: 06/19/2020 Next Scheduled EDR Contact: 09/28/2020 Data Release Frequency: Varies LCID: Land-Clearing and Inert Debris (LCID) Landfill Notifications A list all of the Land-Clearing and Inert Debris (LCID) Landfill Notification facilities (under 2 acres in size) in North Carolina. Date of Government Version: 09/06/2018 Date Data Arrived at EDR: 01/09/2019 Date Made Active in Reports: 03/25/2019 Number of Days to Update: 75 Source: Department of Environmental Quality Telephone: 919-707-8248 Last EDR Contact: 07/09/2020 Next Scheduled EDR Contact: 10/19/2020 Data Release Frequency: Varies State and tribal leaking storage tank lists LAST: Leaking Aboveground Storage Tanks A listing of leaking aboveground storage tank site locations. Date of Government Version: 05/01/2020 Date Data Arrived at EDR: 05/05/2020 Date Made Active in Reports: 07/20/2020 Number of Days to Update: 76 Source: Department of Environment & Natural Resources Telephone: 877-623-6748 Last EDR Contact: 08/04/2020 Next Scheduled EDR Contact: 11/06/2020 Data Release Frequency: Quarterly LUST: Regional UST Database This database contains information obtained from the Regional Offices. It provides a more detailed explanation of current and historic activity for individual sites, as well as what was previously found in the Incident Management Database. Sites in this database with Incident Numbers are considered LUSTs. Date of Government Version: 07/17/2020 Date Data Arrived at EDR: 07/20/2020 Date Made Active in Reports: 07/21/2020 Number of Days to Update: 1 Source: Department of Environment and Natural Resources Telephone: 919-707-8200 Last EDR Contact: 08/04/2020 Next Scheduled EDR Contact: 11/16/2020 Data Release Frequency: Quarterly INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho, Oregon and Washington. Date of Government Version: 04/14/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 07/24/2020 Next Scheduled EDR Contact: 11/02/2020 Data Release Frequency: Varies INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land. Date of Government Version: 04/29/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: EPA Region 1 Telephone: 617-918-1313 Last EDR Contact: 07/24/2020 Next Scheduled EDR Contact: 11/02/2020 Data Release Frequency: Varies TC6181130.2s Page GR-6 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin. Date of Government Version: 04/14/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: EPA, Region 5 Telephone: 312-886-7439 Last EDR Contact: 07/24/2020 Next Scheduled EDR Contact: 11/02/2020 Data Release Frequency: Varies INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Florida, Mississippi and North Carolina. Date of Government Version: 04/14/2020 Date Data Arrived at EDR: 05/26/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 78 Source: EPA Region 4 Telephone: 404-562-8677 Last EDR Contact: 07/24/2020 Next Scheduled EDR Contact: 11/02/2020 Data Release Frequency: Varies INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Arizona, California, New Mexico and Nevada Date of Government Version: 04/08/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: Environmental Protection Agency Telephone: 415-972-3372 Last EDR Contact: 07/24/2020 Next Scheduled EDR Contact: 11/02/2020 Data Release Frequency: Varies INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming. Date of Government Version: 04/14/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: EPA Region 8 Telephone: 303-312-6271 Last EDR Contact: 07/24/2020 Next Scheduled EDR Contact: 11/02/2020 Data Release Frequency: Varies INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa, Kansas, and Nebraska Date of Government Version: 04/15/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 07/24/2020 Next Scheduled EDR Contact: 11/02/2020 Data Release Frequency: Varies INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in New Mexico and Oklahoma. Date of Government Version: 04/08/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: EPA Region 6 Telephone: 214-665-6597 Last EDR Contact: 07/24/2020 Next Scheduled EDR Contact: 11/02/2020 Data Release Frequency: Varies LUST TRUST: State Trust Fund Database This database contains information about claims against the State Trust Funds for reimbursements for expenses incurred while remediating Leaking USTs. Date of Government Version: 04/03/2020 Date Data Arrived at EDR: 04/08/2020 Date Made Active in Reports: 06/26/2020 Number of Days to Update: 79 Source: Department of Environment and Natural Resources Telephone: 919-733-1315 Last EDR Contact: 07/07/2020 Next Scheduled EDR Contact: 10/19/2020 Data Release Frequency: Quarterly TC6181130.2s Page GR-7 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING State and tribal registered storage tank lists FEMA UST: Underground Storage Tank Listing A listing of all FEMA owned underground storage tanks. Date of Government Version: 02/01/2020 Date Data Arrived at EDR: 03/19/2020 Date Made Active in Reports: 06/09/2020 Number of Days to Update: 82 Source: FEMA Telephone: 202-646-5797 Last EDR Contact: 07/06/2020 Next Scheduled EDR Contact: 10/19/2020 Data Release Frequency: Varies UST: Petroleum Underground Storage Tank Database Registered Underground Storage Tanks. UST’s are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA) and must be registered with the state department responsible for administering the UST program. Available information varies by state program. Date of Government Version: 05/01/2020 Date Data Arrived at EDR: 05/05/2020 Date Made Active in Reports: 07/20/2020 Number of Days to Update: 76 Source: Department of Environment and Natural Resources Telephone: 919-733-1308 Last EDR Contact: 08/04/2020 Next Scheduled EDR Contact: 11/16/2020 Data Release Frequency: Quarterly AST: AST Database Facilities with aboveground storage tanks that have a capacity greater than 21,000 gallons. Date of Government Version: 06/09/2020 Date Data Arrived at EDR: 06/11/2020 Date Made Active in Reports: 08/26/2020 Number of Days to Update: 76 Source: Department of Environment and Natural Resources Telephone: 919-715-6183 Last EDR Contact: 06/10/2020 Next Scheduled EDR Contact: 09/28/2020 Data Release Frequency: Semi-Annually INDIAN UST R6: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 6 (Louisiana, Arkansas, Oklahoma, New Mexico, Texas and 65 Tribes). Date of Government Version: 04/08/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: EPA Region 6 Telephone: 214-665-7591 Last EDR Contact: 07/24/2020 Next Scheduled EDR Contact: 11/02/2020 Data Release Frequency: Varies INDIAN UST R7: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 7 (Iowa, Kansas, Missouri, Nebraska, and 9 Tribal Nations). Date of Government Version: 04/03/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 07/24/2020 Next Scheduled EDR Contact: 11/02/2020 Data Release Frequency: Varies INDIAN UST R8: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations). Date of Government Version: 04/14/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/13/2020 Number of Days to Update: 85 Source: EPA Region 8 Telephone: 303-312-6137 Last EDR Contact: 07/24/2020 Next Scheduled EDR Contact: 11/02/2020 Data Release Frequency: Varies TC6181130.2s Page GR-8 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN UST R9: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 9 (Arizona, California, Hawaii, Nevada, the Pacific Islands, and Tribal Nations). Date of Government Version: 04/08/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: EPA Region 9 Telephone: 415-972-3368 Last EDR Contact: 07/23/2020 Next Scheduled EDR Contact: 11/01/2020 Data Release Frequency: Varies INDIAN UST R5: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 5 (Michigan, Minnesota and Wisconsin and Tribal Nations). Date of Government Version: 04/14/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: EPA Region 5 Telephone: 312-886-6136 Last EDR Contact: 07/24/2020 Next Scheduled EDR Contact: 11/02/2020 Data Release Frequency: Varies INDIAN UST R10: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 10 (Alaska, Idaho, Oregon, Washington, and Tribal Nations). Date of Government Version: 04/14/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 07/24/2020 Next Scheduled EDR Contact: 11/02/2020 Data Release Frequency: Varies INDIAN UST R4: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 4 (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, Tennessee and Tribal Nations) Date of Government Version: 04/14/2020 Date Data Arrived at EDR: 05/26/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 78 Source: EPA Region 4 Telephone: 404-562-9424 Last EDR Contact: 07/24/2020 Next Scheduled EDR Contact: 11/02/2020 Data Release Frequency: Varies INDIAN UST R1: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 1 (Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont and ten Tribal Nations). Date of Government Version: 04/29/2020 Date Data Arrived at EDR: 05/20/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 84 Source: EPA, Region 1 Telephone: 617-918-1313 Last EDR Contact: 07/24/2020 Next Scheduled EDR Contact: 11/02/2020 Data Release Frequency: Varies State and tribal institutional control / engineering control registries INST CONTROL: No Further Action Sites With Land Use Restrictions Monitoring A land use restricted site is a property where there are limits or requirements on future use of the property due to varying levels of cleanup possible, practical, or necessary at the site. Date of Government Version: 05/11/2020 Date Data Arrived at EDR: 06/10/2020 Date Made Active in Reports: 08/24/2020 Number of Days to Update: 75 Source: Department of Environmental Quality Telephone: 919-508-8400 Last EDR Contact: 06/10/2020 Next Scheduled EDR Contact: 09/21/2020 Data Release Frequency: Quarterly TC6181130.2s Page GR-9 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING State and tribal voluntary cleanup sites INDIAN VCP R1: Voluntary Cleanup Priority Listing A listing of voluntary cleanup priority sites located on Indian Land located in Region 1. Date of Government Version: 07/27/2015 Date Data Arrived at EDR: 09/29/2015 Date Made Active in Reports: 02/18/2016 Number of Days to Update: 142 Source: EPA, Region 1 Telephone: 617-918-1102 Last EDR Contact: 06/17/2020 Next Scheduled EDR Contact: 10/05/2020 Data Release Frequency: Varies VCP: Responsible Party Voluntary Action Sites Responsible Party Voluntary Action site locations. Date of Government Version: 05/11/2020 Date Data Arrived at EDR: 06/10/2020 Date Made Active in Reports: 08/24/2020 Number of Days to Update: 75 Source: Department of Environment and Natural Resources Telephone: 919-508-8400 Last EDR Contact: 06/10/2020 Next Scheduled EDR Contact: 09/21/2020 Data Release Frequency: Quarterly INDIAN VCP R7: Voluntary Cleanup Priority Lisitng A listing of voluntary cleanup priority sites located on Indian Land located in Region 7. Date of Government Version: 03/20/2008 Date Data Arrived at EDR: 04/22/2008 Date Made Active in Reports: 05/19/2008 Number of Days to Update: 27 Source: EPA, Region 7 Telephone: 913-551-7365 Last EDR Contact: 04/20/2009 Next Scheduled EDR Contact: 07/20/2009 Data Release Frequency: Varies State and tribal Brownfields sites BROWNFIELDS: Brownfields Projects Inventory A brownfield site is an abandoned, idled, or underused property where the threat of environmental contamination has hindered its redevelopment. All of the sites in the inventory are working toward a brownfield agreement for cleanup and liabitliy control. Date of Government Version: 12/02/2019 Date Data Arrived at EDR: 01/02/2020 Date Made Active in Reports: 03/11/2020 Number of Days to Update: 69 Source: Department of Environment and Natural Resources Telephone: 919-733-4996 Last EDR Contact: 06/25/2020 Next Scheduled EDR Contact: 10/12/2020 Data Release Frequency: Quarterly ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS: A Listing of Brownfields Sites Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these properties takes development pressures off of undeveloped, open land, and both improves and protects the environment. Assessment, Cleanup and Redevelopment Exchange System (ACRES) stores information reported by EPA Brownfields grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on Targeted Brownfields Assessments performed by EPA Regions. A listing of ACRES Brownfield sites is obtained from Cleanups in My Community. Cleanups in My Community provides information on Brownfields properties for which information is reported back to EPA, as well as areas served by Brownfields grant programs. Date of Government Version: 06/01/2020 Date Data Arrived at EDR: 06/02/2020 Date Made Active in Reports: 06/09/2020 Number of Days to Update: 7 Source: Environmental Protection Agency Telephone: 202-566-2777 Last EDR Contact: 06/02/2020 Next Scheduled EDR Contact: 09/28/2020 Data Release Frequency: Semi-Annually TC6181130.2s Page GR-10 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Local Lists of Landfill / Solid Waste Disposal Sites HIST LF: Solid Waste Facility Listing A listing of solid waste facilities. Date of Government Version: 11/06/2006 Date Data Arrived at EDR: 02/13/2007 Date Made Active in Reports: 03/02/2007 Number of Days to Update: 17 Source: Department of Environment & Natural Resources Telephone: 919-733-0692 Last EDR Contact: 01/19/2009 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned SWRCY: Recycling Center Listing A listing of recycling center locations. Date of Government Version: 04/09/2020 Date Data Arrived at EDR: 04/09/2020 Date Made Active in Reports: 06/25/2020 Number of Days to Update: 77 Source: Department of Environment & Natural Resources Telephone: 919-707-8137 Last EDR Contact: 07/22/2020 Next Scheduled EDR Contact: 11/09/2020 Data Release Frequency: Varies INDIAN ODI: Report on the Status of Open Dumps on Indian Lands Location of open dumps on Indian land. Date of Government Version: 12/31/1998 Date Data Arrived at EDR: 12/03/2007 Date Made Active in Reports: 01/24/2008 Number of Days to Update: 52 Source: Environmental Protection Agency Telephone: 703-308-8245 Last EDR Contact: 07/21/2020 Next Scheduled EDR Contact: 11/09/2020 Data Release Frequency: Varies ODI: Open Dump Inventory An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 Subtitle D Criteria. Date of Government Version: 06/30/1985 Date Data Arrived at EDR: 08/09/2004 Date Made Active in Reports: 09/17/2004 Number of Days to Update: 39 Source: Environmental Protection Agency Telephone: 800-424-9346 Last EDR Contact: 06/09/2004 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside County and northern Imperial County, California. Date of Government Version: 01/12/2009 Date Data Arrived at EDR: 05/07/2009 Date Made Active in Reports: 09/21/2009 Number of Days to Update: 137 Source: EPA, Region 9 Telephone: 415-947-4219 Last EDR Contact: 07/14/2020 Next Scheduled EDR Contact: 11/02/2020 Data Release Frequency: No Update Planned IHS OPEN DUMPS: Open Dumps on Indian Land A listing of all open dumps located on Indian Land in the United States. Date of Government Version: 04/01/2014 Date Data Arrived at EDR: 08/06/2014 Date Made Active in Reports: 01/29/2015 Number of Days to Update: 176 Source: Department of Health & Human Serivces, Indian Health Service Telephone: 301-443-1452 Last EDR Contact: 07/31/2020 Next Scheduled EDR Contact: 11/09/2020 Data Release Frequency: Varies Local Lists of Hazardous waste / Contaminated Sites TC6181130.2s Page GR-11 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING US HIST CDL: National Clandestine Laboratory Register A listing of clandestine drug lab locations that have been removed from the DEAs National Clandestine Laboratory Register. Date of Government Version: 03/18/2020 Date Data Arrived at EDR: 03/19/2020 Date Made Active in Reports: 06/09/2020 Number of Days to Update: 82 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 08/19/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: No Update Planned US CDL: Clandestine Drug Labs A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments. Date of Government Version: 03/18/2020 Date Data Arrived at EDR: 03/19/2020 Date Made Active in Reports: 06/09/2020 Number of Days to Update: 82 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 08/19/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Quarterly Local Land Records LIENS 2: CERCLA Lien Information A Federal CERCLA (’Superfund’) lien can exist by operation of law at any site or property at which EPA has spent Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. Date of Government Version: 07/29/2020 Date Data Arrived at EDR: 08/03/2020 Date Made Active in Reports: 08/25/2020 Number of Days to Update: 22 Source: Environmental Protection Agency Telephone: 202-564-6023 Last EDR Contact: 08/03/2020 Next Scheduled EDR Contact: 10/12/2020 Data Release Frequency: Semi-Annually Records of Emergency Release Reports HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version: 02/27/2020 Date Data Arrived at EDR: 03/24/2020 Date Made Active in Reports: 06/18/2020 Number of Days to Update: 86 Source: U.S. Department of Transportation Telephone: 202-366-4555 Last EDR Contact: 06/23/2020 Next Scheduled EDR Contact: 10/05/2020 Data Release Frequency: Quarterly SPILLS: Spills Incident Listing A listing spills, hazardous material releases, sanitary sewer overflows, wastewater treatment plant bypasses and upsets, citizen complaints, and any other environmental emergency calls reported to the agency. Date of Government Version: 03/10/2020 Date Data Arrived at EDR: 03/31/2020 Date Made Active in Reports: 06/18/2020 Number of Days to Update: 79 Source: Department of Environment & Natural Resources Telephone: 919-807-6308 Last EDR Contact: 09/02/2020 Next Scheduled EDR Contact: 12/21/2020 Data Release Frequency: Quarterly IMD: Incident Management Database Groundwater and/or soil contamination incidents TC6181130.2s Page GR-12 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 05/01/2020 Date Data Arrived at EDR: 05/05/2020 Date Made Active in Reports: 07/20/2020 Number of Days to Update: 76 Source: Department of Environment and Natural Resources Telephone: 877-623-6748 Last EDR Contact: 08/04/2020 Next Scheduled EDR Contact: 11/16/2020 Data Release Frequency: No Update Planned SPILLS 90: SPILLS90 data from FirstSearch Spills 90 includes those spill and release records available exclusively from FirstSearch databases. Typically, they may include chemical, oil and/or hazardous substance spills recorded after 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 90. Date of Government Version: 09/27/2012 Date Data Arrived at EDR: 01/03/2013 Date Made Active in Reports: 03/06/2013 Number of Days to Update: 62 Source: FirstSearch Telephone: N/A Last EDR Contact: 01/03/2013 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned SPILLS 80: SPILLS80 data from FirstSearch Spills 80 includes those spill and release records available from FirstSearch databases prior to 1990. Typically, they may include chemical, oil and/or hazardous substance spills recorded before 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 80. Date of Government Version: 06/14/2001 Date Data Arrived at EDR: 01/03/2013 Date Made Active in Reports: 03/06/2013 Number of Days to Update: 62 Source: FirstSearch Telephone: N/A Last EDR Contact: 01/03/2013 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned Other Ascertainable Records RCRA NonGen / NLR: RCRA - Non Generators / No Longer Regulated RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste. Date of Government Version: 03/23/2020 Date Data Arrived at EDR: 03/25/2020 Date Made Active in Reports: 05/21/2020 Number of Days to Update: 57 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 06/22/2020 Next Scheduled EDR Contact: 10/05/2020 Data Release Frequency: Quarterly FUDS: Formerly Used Defense Sites The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions. Date of Government Version: 05/13/2020 Date Data Arrived at EDR: 05/18/2020 Date Made Active in Reports: 08/12/2020 Number of Days to Update: 86 Source: U.S. Army Corps of Engineers Telephone: 202-528-4285 Last EDR Contact: 08/13/2020 Next Scheduled EDR Contact: 11/30/2020 Data Release Frequency: Varies DOD: Department of Defense Sites This data set consists of federally owned or administered lands, administered by the Department of Defense, that have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 11/10/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 62 Source: USGS Telephone: 888-275-8747 Last EDR Contact: 07/09/2020 Next Scheduled EDR Contact: 10/19/2020 Data Release Frequency: Semi-Annually TC6181130.2s Page GR-13 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING FEDLAND: Federal and Indian Lands Federally and Indian administrated lands of the United States. Lands included are administrated by: Army Corps of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land, Wilderness, Wilderness Study Area, Wildlife Management Area, Bureau of Indian Affairs, Bureau of Land Management, Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service. Date of Government Version: 04/02/2018 Date Data Arrived at EDR: 04/11/2018 Date Made Active in Reports: 11/06/2019 Number of Days to Update: 574 Source: U.S. Geological Survey Telephone: 888-275-8747 Last EDR Contact: 07/06/2020 Next Scheduled EDR Contact: 10/19/2020 Data Release Frequency: N/A SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing The State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Office of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established drycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas, Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin. Date of Government Version: 01/01/2017 Date Data Arrived at EDR: 02/03/2017 Date Made Active in Reports: 04/07/2017 Number of Days to Update: 63 Source: Environmental Protection Agency Telephone: 615-532-8599 Last EDR Contact: 08/05/2020 Next Scheduled EDR Contact: 11/23/2020 Data Release Frequency: Varies US FIN ASSUR: Financial Assurance Information All owners and operators of facilities that treat, store, or dispose of hazardous waste are required to provide proof that they will have sufficient funds to pay for the clean up, closure, and post-closure care of their facilities. Date of Government Version: 03/23/2020 Date Data Arrived at EDR: 03/24/2020 Date Made Active in Reports: 06/18/2020 Number of Days to Update: 86 Source: Environmental Protection Agency Telephone: 202-566-1917 Last EDR Contact: 06/22/2020 Next Scheduled EDR Contact: 10/05/2020 Data Release Frequency: Quarterly EPA WATCH LIST: EPA WATCH LIST EPA maintains a "Watch List" to facilitate dialogue between EPA, state and local environmental agencies on enforcement matters relating to facilities with alleged violations identified as either significant or high priority. Being on the Watch List does not mean that the facility has actually violated the law only that an investigation by EPA or a state or local environmental agency has led those organizations to allege that an unproven violation has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged violations that were detected, but instead indicates cases requiring additional dialogue between EPA, state and local agencies - primarily because of the length of time the alleged violation has gone unaddressed or unresolved. Date of Government Version: 08/30/2013 Date Data Arrived at EDR: 03/21/2014 Date Made Active in Reports: 06/17/2014 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: 617-520-3000 Last EDR Contact: 07/31/2020 Next Scheduled EDR Contact: 11/16/2020 Data Release Frequency: Quarterly 2020 COR ACTION: 2020 Corrective Action Program List The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action Universe. This RCRA cleanup baseline includes facilities expected to need corrective action. The 2020 universe contains a wide variety of sites. Some properties are heavily contaminated while others were contaminated but have since been cleaned up. Still others have not been fully investigated yet, and may require little or no remediation. Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations. Date of Government Version: 09/30/2017 Date Data Arrived at EDR: 05/08/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 73 Source: Environmental Protection Agency Telephone: 703-308-4044 Last EDR Contact: 08/06/2020 Next Scheduled EDR Contact: 11/16/2020 Data Release Frequency: Varies TC6181130.2s Page GR-14 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING TSCA: Toxic Substances Control Act Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site. Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 06/21/2017 Date Made Active in Reports: 01/05/2018 Number of Days to Update: 198 Source: EPA Telephone: 202-260-5521 Last EDR Contact: 06/17/2020 Next Scheduled EDR Contact: 09/28/2020 Data Release Frequency: Every 4 Years TRIS: Toxic Chemical Release Inventory System Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and land in reportable quantities under SARA Title III Section 313. Date of Government Version: 12/31/2018 Date Data Arrived at EDR: 02/05/2020 Date Made Active in Reports: 04/24/2020 Number of Days to Update: 79 Source: EPA Telephone: 202-566-0250 Last EDR Contact: 08/14/2020 Next Scheduled EDR Contact: 11/30/2020 Data Release Frequency: Annually SSTS: Section 7 Tracking Systems Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March 1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices being produced, and those having been produced and sold or distributed in the past year. Date of Government Version: 03/01/2020 Date Data Arrived at EDR: 04/21/2020 Date Made Active in Reports: 07/15/2020 Number of Days to Update: 85 Source: EPA Telephone: 202-564-4203 Last EDR Contact: 07/21/2020 Next Scheduled EDR Contact: 11/02/2020 Data Release Frequency: Annually ROD: Records Of Decision Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health information to aid in the cleanup. Date of Government Version: 07/29/2020 Date Data Arrived at EDR: 08/03/2020 Date Made Active in Reports: 08/25/2020 Number of Days to Update: 22 Source: EPA Telephone: 703-416-0223 Last EDR Contact: 08/03/2020 Next Scheduled EDR Contact: 09/14/2020 Data Release Frequency: Annually RMP: Risk Management Plans TC6181130.2s Page GR-15 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program Rule (RMP Rule) was written to implement Section 112(r) of these amendments. The rule, which built upon existing industry codes and standards, requires companies of all sizes that use certain flammable and toxic substances to develop a Risk Management Program, which includes a(n): Hazard assessment that details the potential effects of an accidental release, an accident history of the last five years, and an evaluation of worst-case and alternative accidental releases; Prevention program that includes safety precautions and maintenance, monitoring, and employee training measures; and Emergency response program that spells out emergency health care, employee training measures and procedures for informing the public and response agencies (e.g the fire department) should an accident occur. Date of Government Version: 01/31/2020 Date Data Arrived at EDR: 05/13/2020 Date Made Active in Reports: 08/03/2020 Number of Days to Update: 82 Source: Environmental Protection Agency Telephone: 202-564-8600 Last EDR Contact: 07/15/2020 Next Scheduled EDR Contact: 11/02/2020 Data Release Frequency: Varies RAATS: RCRA Administrative Action Tracking System RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database. Date of Government Version: 04/17/1995 Date Data Arrived at EDR: 07/03/1995 Date Made Active in Reports: 08/07/1995 Number of Days to Update: 35 Source: EPA Telephone: 202-564-4104 Last EDR Contact: 06/02/2008 Next Scheduled EDR Contact: 09/01/2008 Data Release Frequency: No Update Planned PRP: Potentially Responsible Parties A listing of verified Potentially Responsible Parties Date of Government Version: 04/27/2020 Date Data Arrived at EDR: 05/06/2020 Date Made Active in Reports: 06/09/2020 Number of Days to Update: 34 Source: EPA Telephone: 202-564-6023 Last EDR Contact: 08/03/2020 Next Scheduled EDR Contact: 11/16/2020 Data Release Frequency: Quarterly PADS: PCB Activity Database System PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers of PCB’s who are required to notify the EPA of such activities. Date of Government Version: 10/09/2019 Date Data Arrived at EDR: 10/11/2019 Date Made Active in Reports: 12/20/2019 Number of Days to Update: 70 Source: EPA Telephone: 202-566-0500 Last EDR Contact: 07/13/2020 Next Scheduled EDR Contact: 10/19/2020 Data Release Frequency: Annually ICIS: Integrated Compliance Information System The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES) program. Date of Government Version: 11/18/2016 Date Data Arrived at EDR: 11/23/2016 Date Made Active in Reports: 02/10/2017 Number of Days to Update: 79 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 06/30/2020 Next Scheduled EDR Contact: 10/19/2020 Data Release Frequency: Quarterly TC6181130.2s Page GR-16 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA/Office of Prevention, Pesticides and Toxic Substances Telephone: 202-566-1667 Last EDR Contact: 08/18/2017 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: No Update Planned FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA Telephone: 202-566-1667 Last EDR Contact: 08/18/2017 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: No Update Planned MLTS: Material Licensing Tracking System MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 10/25/2019 Date Data Arrived at EDR: 10/25/2019 Date Made Active in Reports: 01/15/2020 Number of Days to Update: 82 Source: Nuclear Regulatory Commission Telephone: 301-415-7169 Last EDR Contact: 07/20/2020 Next Scheduled EDR Contact: 11/02/2020 Data Release Frequency: Quarterly COAL ASH DOE: Steam-Electric Plant Operation Data A listing of power plants that store ash in surface ponds. Date of Government Version: 12/31/2018 Date Data Arrived at EDR: 12/04/2019 Date Made Active in Reports: 01/15/2020 Number of Days to Update: 42 Source: Department of Energy Telephone: 202-586-8719 Last EDR Contact: 06/05/2020 Next Scheduled EDR Contact: 09/14/2020 Data Release Frequency: Varies COAL ASH EPA: Coal Combustion Residues Surface Impoundments List A listing of coal combustion residues surface impoundments with high hazard potential ratings. Date of Government Version: 01/12/2017 Date Data Arrived at EDR: 03/05/2019 Date Made Active in Reports: 11/11/2019 Number of Days to Update: 251 Source: Environmental Protection Agency Telephone: N/A Last EDR Contact: 08/31/2020 Next Scheduled EDR Contact: 12/14/2020 Data Release Frequency: Varies PCB TRANSFORMER: PCB Transformer Registration Database The database of PCB transformer registrations that includes all PCB registration submittals. Date of Government Version: 09/13/2019 Date Data Arrived at EDR: 11/06/2019 Date Made Active in Reports: 02/10/2020 Number of Days to Update: 96 Source: Environmental Protection Agency Telephone: 202-566-0517 Last EDR Contact: 08/06/2020 Next Scheduled EDR Contact: 11/16/2020 Data Release Frequency: Varies RADINFO: Radiation Information Database The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S. Environmental Protection Agency (EPA) regulations for radiation and radioactivity. TC6181130.2s Page GR-17 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 07/01/2019 Date Data Arrived at EDR: 07/01/2019 Date Made Active in Reports: 09/23/2019 Number of Days to Update: 84 Source: Environmental Protection Agency Telephone: 202-343-9775 Last EDR Contact: 06/24/2020 Next Scheduled EDR Contact: 10/12/2020 Data Release Frequency: Quarterly HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2007 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2008 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned DOT OPS: Incident and Accident Data Department of Transporation, Office of Pipeline Safety Incident and Accident data. Date of Government Version: 01/02/2020 Date Data Arrived at EDR: 01/28/2020 Date Made Active in Reports: 04/17/2020 Number of Days to Update: 80 Source: Department of Transporation, Office of Pipeline Safety Telephone: 202-366-4595 Last EDR Contact: 07/27/2020 Next Scheduled EDR Contact: 11/09/2020 Data Release Frequency: Quarterly CONSENT: Superfund (CERCLA) Consent Decrees Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation matters. Date of Government Version: 06/30/2020 Date Data Arrived at EDR: 07/15/2020 Date Made Active in Reports: 07/21/2020 Number of Days to Update: 6 Source: Department of Justice, Consent Decree Library Telephone: Varies Last EDR Contact: 07/06/2020 Next Scheduled EDR Contact: 10/19/2020 Data Release Frequency: Varies BRS: Biennial Reporting System The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG) and Treatment, Storage, and Disposal Facilities. Date of Government Version: 12/31/2015 Date Data Arrived at EDR: 02/22/2017 Date Made Active in Reports: 09/28/2017 Number of Days to Update: 218 Source: EPA/NTIS Telephone: 800-424-9346 Last EDR Contact: 06/22/2020 Next Scheduled EDR Contact: 10/05/2020 Data Release Frequency: Biennially TC6181130.2s Page GR-18 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN RESERV: Indian Reservations This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres. Date of Government Version: 12/31/2014 Date Data Arrived at EDR: 07/14/2015 Date Made Active in Reports: 01/10/2017 Number of Days to Update: 546 Source: USGS Telephone: 202-208-3710 Last EDR Contact: 07/07/2020 Next Scheduled EDR Contact: 10/19/2020 Data Release Frequency: Semi-Annually FUSRAP: Formerly Utilized Sites Remedial Action Program DOE established the Formerly Utilized Sites Remedial Action Program (FUSRAP) in 1974 to remediate sites where radioactive contamination remained from Manhattan Project and early U.S. Atomic Energy Commission (AEC) operations. Date of Government Version: 08/08/2017 Date Data Arrived at EDR: 09/11/2018 Date Made Active in Reports: 09/14/2018 Number of Days to Update: 3 Source: Department of Energy Telephone: 202-586-3559 Last EDR Contact: 07/28/2020 Next Scheduled EDR Contact: 11/16/2020 Data Release Frequency: Varies UMTRA: Uranium Mill Tailings Sites Uranium ore was mined by private companies for federal government use in national defense programs. When the mills shut down, large piles of the sand-like material (mill tailings) remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized. Date of Government Version: 08/30/2019 Date Data Arrived at EDR: 11/15/2019 Date Made Active in Reports: 01/28/2020 Number of Days to Update: 74 Source: Department of Energy Telephone: 505-845-0011 Last EDR Contact: 08/21/2020 Next Scheduled EDR Contact: 11/30/2020 Data Release Frequency: Varies LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Date of Government Version: 07/29/2020 Date Data Arrived at EDR: 08/03/2020 Date Made Active in Reports: 08/25/2020 Number of Days to Update: 22 Source: Environmental Protection Agency Telephone: 703-603-8787 Last EDR Contact: 08/03/2020 Next Scheduled EDR Contact: 10/12/2020 Data Release Frequency: Varies LEAD SMELTER 2: Lead Smelter Sites A list of several hundred sites in the U.S. where secondary lead smelting was done from 1931and 1964. These sites may pose a threat to public health through ingestion or inhalation of contaminated soil or dust Date of Government Version: 04/05/2001 Date Data Arrived at EDR: 10/27/2010 Date Made Active in Reports: 12/02/2010 Number of Days to Update: 36 Source: American Journal of Public Health Telephone: 703-305-6451 Last EDR Contact: 12/02/2009 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned US AIRS (AFS): Aerometric Information Retrieval System Facility Subsystem (AFS) The database is a sub-system of Aerometric Information Retrieval System (AIRS). AFS contains compliance data on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies. This information comes from source reports by various stationary sources of air pollution, such as electric power plants, steel mills, factories, and universities, and provides information about the air pollutants they produce. Action, air program, air program pollutant, and general level plant data. It is used to track emissions and compliance data from industrial plants. TC6181130.2s Page GR-19 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/12/2016 Date Data Arrived at EDR: 10/26/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 100 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 09/26/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Annually US AIRS MINOR: Air Facility System Data A listing of minor source facilities. Date of Government Version: 10/12/2016 Date Data Arrived at EDR: 10/26/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 100 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 09/26/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Annually US MINES: Mines Master Index File Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes violation information. Date of Government Version: 05/01/2020 Date Data Arrived at EDR: 05/21/2020 Date Made Active in Reports: 08/13/2020 Number of Days to Update: 84 Source: Department of Labor, Mine Safety and Health Administration Telephone: 303-231-5959 Last EDR Contact: 08/25/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Semi-Annually MINES VIOLATIONS: MSHA Violation Assessment Data Mines violation and assessment information. Department of Labor, Mine Safety & Health Administration. Date of Government Version: 05/28/2020 Date Data Arrived at EDR: 05/28/2020 Date Made Active in Reports: 08/13/2020 Number of Days to Update: 77 Source: DOL, Mine Safety & Health Admi Telephone: 202-693-9424 Last EDR Contact: 08/26/2020 Next Scheduled EDR Contact: 12/14/2020 Data Release Frequency: Quarterly US MINES 2: Ferrous and Nonferrous Metal Mines Database Listing This map layer includes ferrous (ferrous metal mines are facilities that extract ferrous metals, such as iron ore or molybdenum) and nonferrous (Nonferrous metal mines are facilities that extract nonferrous metals, such as gold, silver, copper, zinc, and lead) metal mines in the United States. Date of Government Version: 05/06/2020 Date Data Arrived at EDR: 05/27/2020 Date Made Active in Reports: 08/13/2020 Number of Days to Update: 78 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 08/28/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Varies US MINES 3: Active Mines & Mineral Plants Database Listing Active Mines and Mineral Processing Plant operations for commodities monitored by the Minerals Information Team of the USGS. Date of Government Version: 04/14/2011 Date Data Arrived at EDR: 06/08/2011 Date Made Active in Reports: 09/13/2011 Number of Days to Update: 97 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 08/28/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Varies ABANDONED MINES: Abandoned Mines An inventory of land and water impacted by past mining (primarily coal mining) is maintained by OSMRE to provide information needed to implement the Surface Mining Control and Reclamation Act of 1977 (SMCRA). The inventory contains information on the location, type, and extent of AML impacts, as well as, information on the cost associated with the reclamation of those problems. The inventory is based upon field surveys by State, Tribal, and OSMRE program officials. It is dynamic to the extent that it is modified as new problems are identified and existing problems are reclaimed. TC6181130.2s Page GR-20 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 03/05/2020 Date Data Arrived at EDR: 03/06/2020 Date Made Active in Reports: 05/29/2020 Number of Days to Update: 84 Source: Department of Interior Telephone: 202-208-2609 Last EDR Contact: 09/01/2020 Next Scheduled EDR Contact: 12/21/2020 Data Release Frequency: Quarterly FINDS: Facility Index System/Facility Registry System Facility Index System. FINDS contains both facility information and ’pointers’ to other sources that contain more detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System). Date of Government Version: 02/03/2020 Date Data Arrived at EDR: 03/03/2020 Date Made Active in Reports: 05/28/2020 Number of Days to Update: 86 Source: EPA Telephone: (404) 562-9900 Last EDR Contact: 08/26/2020 Next Scheduled EDR Contact: 12/14/2020 Data Release Frequency: Quarterly UXO: Unexploded Ordnance Sites A listing of unexploded ordnance site locations Date of Government Version: 12/31/2017 Date Data Arrived at EDR: 01/17/2019 Date Made Active in Reports: 04/01/2019 Number of Days to Update: 74 Source: Department of Defense Telephone: 703-704-1564 Last EDR Contact: 07/09/2020 Next Scheduled EDR Contact: 10/26/2020 Data Release Frequency: Varies ECHO: Enforcement & Compliance History Information ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide. Date of Government Version: 04/04/2020 Date Data Arrived at EDR: 04/07/2020 Date Made Active in Reports: 06/26/2020 Number of Days to Update: 80 Source: Environmental Protection Agency Telephone: 202-564-2280 Last EDR Contact: 07/02/2020 Next Scheduled EDR Contact: 10/19/2020 Data Release Frequency: Quarterly DOCKET HWC: Hazardous Waste Compliance Docket Listing A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities. Date of Government Version: 05/31/2018 Date Data Arrived at EDR: 07/26/2018 Date Made Active in Reports: 10/05/2018 Number of Days to Update: 71 Source: Environmental Protection Agency Telephone: 202-564-0527 Last EDR Contact: 08/19/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Varies FUELS PROGRAM: EPA Fuels Program Registered Listing This listing includes facilities that are registered under the Part 80 (Code of Federal Regulations) EPA Fuels Programs. All companies now are required to submit new and updated registrations. Date of Government Version: 05/18/2020 Date Data Arrived at EDR: 05/19/2020 Date Made Active in Reports: 08/03/2020 Number of Days to Update: 76 Source: EPA Telephone: 800-385-6164 Last EDR Contact: 08/17/2020 Next Scheduled EDR Contact: 11/30/2020 Data Release Frequency: Quarterly AIRS: Air Quality Permit Listing A listing of facilities with air quality permits. TC6181130.2s Page GR-21 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 06/08/2020 Date Data Arrived at EDR: 06/09/2020 Date Made Active in Reports: 08/21/2020 Number of Days to Update: 73 Source: Department of Environmental Quality Telephone: 919-707-8726 Last EDR Contact: 06/09/2020 Next Scheduled EDR Contact: 09/21/2020 Data Release Frequency: Varies ASBESTOS: ASBESTOS Asbestos notification sites Date of Government Version: 04/30/2020 Date Data Arrived at EDR: 05/14/2020 Date Made Active in Reports: 08/03/2020 Number of Days to Update: 81 Source: Department of Health & Human Services Telephone: 919-707-5973 Last EDR Contact: 07/28/2020 Next Scheduled EDR Contact: 11/02/2020 Data Release Frequency: Varies COAL ASH: Coal Ash Disposal Sites A listing of coal combustion products distribution permits issued by the Division for the treatment, storage, transportation, use and disposal of coal combustion products. Date of Government Version: 03/06/2020 Date Data Arrived at EDR: 03/24/2020 Date Made Active in Reports: 06/05/2020 Number of Days to Update: 73 Source: Department of Environment & Natural Resources Telephone: 919-807-6359 Last EDR Contact: 06/25/2020 Next Scheduled EDR Contact: 10/05/2020 Data Release Frequency: Varies DRYCLEANERS: Drycleaning Sites Potential and known drycleaning sites, active and abandoned, that the Drycleaning Solvent Cleanup Program has knowledge of and entered into this database. Date of Government Version: 12/11/2019 Date Data Arrived at EDR: 12/16/2019 Date Made Active in Reports: 02/25/2020 Number of Days to Update: 71 Source: Department of Environment & Natural Resources Telephone: 919-508-8400 Last EDR Contact: 06/19/2020 Next Scheduled EDR Contact: 09/28/2020 Data Release Frequency: Varies Financial Assurance 1: Financial Assurance Information Listing A listing of financial assurance information for underground storage tank facilities. Financial assurance is intended to ensure that resources are available to pay for the cost of closure, post-closure care, and corrective measures if the owner or operator of a regulated facility is unable or unwilling to pay. Date of Government Version: 05/01/2020 Date Data Arrived at EDR: 05/05/2020 Date Made Active in Reports: 07/20/2020 Number of Days to Update: 76 Source: Department of Environment & Natural Resources Telephone: 919-733-1322 Last EDR Contact: 08/04/2020 Next Scheduled EDR Contact: 11/16/2020 Data Release Frequency: Quarterly Financial Assurance 2: Financial Assurance Information Listing Information for solid waste facilities. Financial assurance is intended to ensure that resources are available to pay for the cost of closure, post-closure care, and corrective measures if the owner or operator of a regulated facility is unable or unwilling to pay. Date of Government Version: 10/02/2012 Date Data Arrived at EDR: 10/03/2012 Date Made Active in Reports: 10/26/2012 Number of Days to Update: 23 Source: Department of Environmental & Natural Resources Telephone: 919-508-8496 Last EDR Contact: 06/18/2020 Next Scheduled EDR Contact: 10/05/2020 Data Release Frequency: Varies Financial Assurance 3: Financial Assurance Information Hazardous waste financial assurance information. TC6181130.2s Page GR-22 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 06/04/2020 Date Data Arrived at EDR: 06/05/2020 Date Made Active in Reports: 08/17/2020 Number of Days to Update: 73 Source: Department of Environment & Natural Resources Telephone: 919-707-8222 Last EDR Contact: 09/02/2020 Next Scheduled EDR Contact: 12/21/2020 Data Release Frequency: Varies NPDES: NPDES Facility Location Listing General information regarding NPDES(National Pollutant Discharge Elimination System) permits. Date of Government Version: 04/01/2020 Date Data Arrived at EDR: 04/28/2020 Date Made Active in Reports: 07/15/2020 Number of Days to Update: 78 Source: Department of Environment & Natural Resources Telephone: 919-733-7015 Last EDR Contact: 07/27/2020 Next Scheduled EDR Contact: 11/09/2020 Data Release Frequency: Varies UIC: Underground Injection Wells Listing A listing of uncerground injection wells locations. Date of Government Version: 06/03/2020 Date Data Arrived at EDR: 06/04/2020 Date Made Active in Reports: 08/13/2020 Number of Days to Update: 70 Source: Department of Environment & Natural Resources Telephone: 919-807-6412 Last EDR Contact: 08/26/2020 Next Scheduled EDR Contact: 12/14/2020 Data Release Frequency: Quarterly AOP: Animal Operation Permits Listing This listing includes animal operations that are required to be permitted by the state. Date of Government Version: 04/01/2020 Date Data Arrived at EDR: 05/26/2020 Date Made Active in Reports: 05/27/2020 Number of Days to Update: 1 Source: Department of Environmental Quality Telephone: 919-707-9129 Last EDR Contact: 05/26/2020 Next Scheduled EDR Contact: 09/21/2020 Data Release Frequency: Varies MINES MRDS: Mineral Resources Data System Mineral Resources Data System Date of Government Version: 04/06/2018 Date Data Arrived at EDR: 10/21/2019 Date Made Active in Reports: 10/24/2019 Number of Days to Update: 3 Source: USGS Telephone: 703-648-6533 Last EDR Contact: 08/28/2020 Next Scheduled EDR Contact: 12/07/2020 Data Release Frequency: Varies PCSRP: Petroleum-Contaminated Soil Remediation Permits To treat petroleum-contaminated soil in order to protect North Carolinaa??s environment and the health of the citizens of North Carolina. Date of Government Version: 04/03/2020 Date Data Arrived at EDR: 04/08/2020 Date Made Active in Reports: 06/25/2020 Number of Days to Update: 78 Source: Department of Environmental Quality Telephone: 919-707-8248 Last EDR Contact: 07/07/2020 Next Scheduled EDR Contact: 10/19/2020 Data Release Frequency: Varies CCB: Coal Ash Structural Fills (CCB) Listing These are not permitted Coal Ash landfills A list all of the now closed Coal Ash Structural Fills (CCB) in North Carolina, in point data form. The purpose is to provide the public and other government entities a visual overview of coal ash structural fills throughout the state and increase public awareness of their current locations. Date of Government Version: 01/23/2020 Date Data Arrived at EDR: 04/08/2020 Date Made Active in Reports: 06/25/2020 Number of Days to Update: 78 Source: Department of Environmental Quality Telephone: 919-707-8248 Last EDR Contact: 07/07/2020 Next Scheduled EDR Contact: 10/19/2020 Data Release Frequency: Varies TC6181130.2s Page GR-23 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING PCS: Permit Compliance System PCS is a computerized management information system that contains data on National Pollutant Discharge Elimination System (NPDES) permit holding facilities. PCS tracks the permit, compliance, and enforcement status of NPDES facilities. Date of Government Version: 07/14/2011 Date Data Arrived at EDR: 08/05/2011 Date Made Active in Reports: 09/29/2011 Number of Days to Update: 55 Source: EPA, Office of Water Telephone: 202-564-2496 Last EDR Contact: 06/08/2020 Next Scheduled EDR Contact: 09/21/2020 Data Release Frequency: Semi-Annually PCS INACTIVE: Listing of Inactive PCS Permits An inactive permit is a facility that has shut down or is no longer discharging. Date of Government Version: 11/05/2014 Date Data Arrived at EDR: 01/06/2015 Date Made Active in Reports: 05/06/2015 Number of Days to Update: 120 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 07/09/2020 Next Scheduled EDR Contact: 10/19/2020 Data Release Frequency: Semi-Annually PCS ENF: Enforcement data No description is available for this data Date of Government Version: 12/31/2014 Date Data Arrived at EDR: 02/05/2015 Date Made Active in Reports: 03/06/2015 Number of Days to Update: 29 Source: EPA Telephone: 202-564-2497 Last EDR Contact: 07/01/2020 Next Scheduled EDR Contact: 10/19/2020 Data Release Frequency: Varies SEPT HAULERS: Permitted Septage Haulers Listing This list of all active and permitted Septage Land Application Site (SLAS) and Septage Detention and Treatment Facility (SDTF) sites in North Carolina. The purpose of this map is to provide the public and government entities a visual overview of the businesses that manage septage and septage facilities throughout the state. Date of Government Version: 01/07/2020 Date Data Arrived at EDR: 01/10/2020 Date Made Active in Reports: 03/16/2020 Number of Days to Update: 66 Source: Department of Environmental Quality Telephone: 919-707-8248 Last EDR Contact: 07/07/2020 Next Scheduled EDR Contact: 10/19/2020 Data Release Frequency: Varies EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP: EDR Proprietary Manufactured Gas Plants The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants) compiled by EDR’s researchers. Manufactured gas sites were used in the United States from the 1800’s to 1950’s to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production, such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds are potentially hazardous to human health and the environment. The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil and groundwater contamination. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned TC6181130.2s Page GR-24 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING EDR Hist Auto: EDR Exclusive Historical Auto Stations EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR Hist Cleaner: EDR Exclusive Historical Cleaners EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include dry cleaning establishments. The categories reviewed included, but were not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry, wash & dry etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA HWS: Recovered Government Archive State Hazardous Waste Facilities List The EDR Recovered Government Archive State Hazardous Waste database provides a list of SHWS incidents derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Environment, Health and Natural Resources in North Carolina. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 12/24/2013 Number of Days to Update: 176 Source: Department of Environment, Health and Natural Resources Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies RGA LF: Recovered Government Archive Solid Waste Facilities List The EDR Recovered Government Archive Landfill database provides a list of landfills derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Environment, Health and Natural Resources in North Carolina. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 01/13/2014 Number of Days to Update: 196 Source: Department of Environment, Health and Natural Resources Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies RGA LUST: Recovered Government Archive Leaking Underground Storage Tank The EDR Recovered Government Archive Leaking Underground Storage Tank database provides a list of LUST incidents derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Environment, Health and Natural Resources in North Carolina. TC6181130.2s Page GR-25 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 12/20/2013 Number of Days to Update: 172 Source: Department of Environment, Health and Natural Resources Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies OTHER DATABASE(S) Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report. CT MANIFEST: Hazardous Waste Manifest Data Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a tsd facility. Date of Government Version: 05/12/2020 Date Data Arrived at EDR: 05/12/2020 Date Made Active in Reports: 07/27/2020 Number of Days to Update: 76 Source: Department of Energy & Environmental Protection Telephone: 860-424-3375 Last EDR Contact: 08/10/2020 Next Scheduled EDR Contact: 11/23/2020 Data Release Frequency: No Update Planned NJ MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2018 Date Data Arrived at EDR: 04/10/2019 Date Made Active in Reports: 05/16/2019 Number of Days to Update: 36 Source: Department of Environmental Protection Telephone: N/A Last EDR Contact: 07/09/2020 Next Scheduled EDR Contact: 10/19/2020 Data Release Frequency: Annually NY MANIFEST: Facility and Manifest Data Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. Date of Government Version: 01/01/2019 Date Data Arrived at EDR: 04/29/2020 Date Made Active in Reports: 07/10/2020 Number of Days to Update: 72 Source: Department of Environmental Conservation Telephone: 518-402-8651 Last EDR Contact: 07/31/2020 Next Scheduled EDR Contact: 11/09/2020 Data Release Frequency: Quarterly PA MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 06/30/2018 Date Data Arrived at EDR: 07/19/2019 Date Made Active in Reports: 09/10/2019 Number of Days to Update: 53 Source: Department of Environmental Protection Telephone: 717-783-8990 Last EDR Contact: 07/09/2020 Next Scheduled EDR Contact: 10/26/2020 Data Release Frequency: Annually RI MANIFEST: Manifest information Hazardous waste manifest information Date of Government Version: 12/31/2018 Date Data Arrived at EDR: 10/02/2019 Date Made Active in Reports: 12/10/2019 Number of Days to Update: 69 Source: Department of Environmental Management Telephone: 401-222-2797 Last EDR Contact: 08/11/2020 Next Scheduled EDR Contact: 11/30/2020 Data Release Frequency: Annually TC6181130.2s Page GR-26 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING WI MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 05/31/2018 Date Data Arrived at EDR: 06/19/2019 Date Made Active in Reports: 09/03/2019 Number of Days to Update: 76 Source: Department of Natural Resources Telephone: N/A Last EDR Contact: 09/02/2020 Next Scheduled EDR Contact: 12/21/2020 Data Release Frequency: Annually Oil/Gas Pipelines Source: Endeavor Business Media Petroleum Bundle (Crude Oil, Refined Products, Petrochemicals, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)) N = Natural Gas Bundle (Natural Gas, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)). This map includes information copyrighted by Endeavor Business Media. This information is provided on a best effort basis and Endeavor Business Media does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of Endeavor Business Media. Electric Power Transmission Line Data Source: Endeavor Business Media This map includes information copyrighted by Endeavor Business Media. This information is provided on a best effort basis and Endeavor Business Media does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of Endeavor Business Media. Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers, and nursing homes - where individuals who are sensitive receptors are likely to be located. AHA Hospitals: Source: American Hospital Association, Inc. Telephone: 312-280-5991 The database includes a listing of hospitals based on the American Hospital Association’s annual survey of hospitals. Medical Centers: Provider of Services Listing Source: Centers for Medicare & Medicaid Services Telephone: 410-786-3000 A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services, a federal agency within the U.S. Department of Health and Human Services. Nursing Homes Source: National Institutes of Health Telephone: 301-594-6248 Information on Medicare and Medicaid certified nursing homes in the United States. Public Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on elementary and secondary public education in the United States. It is a comprehensive, annual, national statistical database of all public elementary and secondary schools and school districts, which contains data that are comparable across all states. Private Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on private school locations in the United States. Daycare Centers: Child Care Facility List Source: Department of Health & Human Services Telephone: 919-662-4499 Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone: 877-336-2627 Date of Government Version: 2003, 2015 TC6181130.2s Page GR-27 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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: Wetland Inventory Source: US Fish & Wildlife Service Telephone: 703-358-2171 Current USGS 7.5 Minute Topographic Map Source: U.S. Geological Survey STREET AND ADDRESS INFORMATION © 2015 TomTom 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. TC6181130.2s Page GR-28 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING TC6181130.2s Page A-1 geologic strata. of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics 2. Groundwater flow velocity. 1. Groundwater flow direction, and Assessment of the impact of contaminant migration generally has two principle investigative components: forming an opinion about the impact of potential contaminant migration. EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in 2013Version Date: 5946093 CASTLE HAYNE, NCTarget Property Map: USGS TOPOGRAPHIC MAP 34 ft. above sea levelElevation: 3798867.8UTM Y (Meters): 232016.5UTM X (Meters): Zone 18Universal Tranverse Mercator: 77.911582 - 77˚ 54’ 41.70’’Longitude (West): 34.298234 - 34˚ 17’ 53.64’’Latitude (North): TARGET PROPERTY COORDINATES CASTLE HAYNE, NC 28429 ALEX TRASK DRIVE 1480 TARGET PROPERTY ADDRESS ®GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM® TC6181130.2s Page A-2 should be field verified. on a relative (not an absolute) basis. Relative elevation information between sites of close proximity Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated SURROUNDING TOPOGRAPHY: ELEVATION PROFILES El e v a t i o n ( f t ) El e v a t i o n ( f t ) TP TP 0 1/2 1 Miles✩Target Property Elevation: 34 ft. North South West East 29293034343434343334333332343439353434 32 5 29 31 34 32 33 33 28 34 34 34 34 34 37 39 39 39 39 General NWGeneral Topographic Gradient: TARGET PROPERTY TOPOGRAPHY should contamination exist on the target property, what downgradient sites might be impacted. assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to TOPOGRAPHIC INFORMATION collected on nearby properties, and regional groundwater flow information (from deep aquifers). sources of information, such as surface topographic information, hydrologic information, hydrogeologic data using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other Groundwater flow direction for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW DIRECTION INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6181130.2s Page A-3 Not Reported GENERAL DIRECTIONLOCATION GROUNDWATER FLOWFROM TPMAP ID hydrogeologically, and the depth to water table. authorities at select sites and has extracted the date of the report, groundwater flow direction as determined flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater AQUIFLOW® Search Radius: 1.000 Mile. contamination exist on the target property, what downgradient sites might be impacted. environmental professional in forming an opinion about the impact of nearby contaminated properties or, should of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator HYDROGEOLOGIC INFORMATION YES - refer to the Overview Map and Detail MapCASTLE HAYNE NATIONAL WETLAND INVENTORY NWI Electronic Data CoverageNWI Quad at Target Property FEMA FIRM Flood data3720313900J FEMA FIRM Flood data3720312900J FEMA FIRM Flood data3720323000J Additional Panels in search area:FEMA Source Type FEMA FIRM Flood data3720322000J Flood Plain Panel at Target Property FEMA Source Type FEMA FLOOD ZONE and bodies of water). Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways contamination exist on the target property, what downgradient sites might be impacted. the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist HYDROLOGIC INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6181130.2s Page A-4 > 60 inchesDepth to Bedrock Max: > 60 inchesDepth to Bedrock Min: HIGH Corrosion Potential - Uncoated Steel: Hydric Status: Soil meets the requirements for a hydric soil. conductivity, or seepage. Depth to water table is less than 1 foot. Poorly. Soils may have a saturated zone, a layer of low hydraulicSoil Drainage Class: drained and are classified. Class B/D - Drained/undrained hydrology class of soils that can beHydrologic Group: fine sandy loamSoil Surface Texture: WOODINGTON Soil Component Name: The following information is based on Soil Conservation Service STATSGO data. in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY Map, USGS Digital Data Series DDS - 11 (1994). of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Stratifed SequenceCategory:CenozoicEra: TertiarySystem: EoceneSeries: TeCode: (decoded above as Era, System & Series) at which contaminant migration may be occurring. Geologic information can be used by the environmental professional in forming an opinion about the relative speed GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW VELOCITY INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6181130.2s Page A-5 stratified sand loamy fine sand sandy clay loam clay loamy sand clay loamDeeper Soil Types: sandy loam fine sandShallow Soil Types: sand fine sand loamy fine sand loamSurficial Soil Types: sand fine sand loamy fine sand loamSoil Surface Textures: appear within the general area of target property. Based on Soil Conservation Service STATSGO data, the following additional subordinant soil types may OTHER SOIL TYPES IN AREA Min: 3.60 Max: 5.50 Min: 2.00 Max: 20.00 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED and Sand. Clayey Gravel 200), Silty, or passing No. pct. or less materials (35 Granularsandy loam85 inches47 inches 3 Min: 3.60 Max: 5.50 Min: 2.00 Max: 6.00 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED and Sand. Clayey Gravel 200), Silty, or passing No. pct. or less materials (35 Granularsandy loam47 inches12 inches 2 Min: 3.60 Max: 5.50 Min: 2.00 Max: 6.00 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED and Sand. Clayey Gravel 200), Silty, or passing No. pct. or less materials (35 Granularfine sandy loam12 inches 0 inches 1 Soil Layer Information Boundary Classification Permeability Rate (in/hr) Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6181130.2s Page A-6 1/2 - 1 Mile SWNC2000000000335 21 1/2 - 1 Mile SSWNC3000000007747 19 1/2 - 1 Mile SSWNC3000000007774 C11 1/2 - 1 Mile SouthNC3000000007749 C10 1/4 - 1/2 Mile SouthNC3000000009945 7 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID Note: PWS System location is not always the same as well location. 1/4 - 1/2 Mile SSWNC0465548 3 FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION FROM TPWELL IDMAP ID 1/2 - 1 Mile NNWUSGS40000882241 22 1/2 - 1 Mile WNWUSGS40000882200 20 1/2 - 1 Mile SSEUSGS40000882137 18 1/2 - 1 Mile ESEUSGS40000882155 D17 1/2 - 1 Mile SSEUSGS40000882134 16 1/2 - 1 Mile NWUSGS40000882222 15 1/2 - 1 Mile ESEUSGS40000882157 D14 1/2 - 1 Mile SSWUSGS40000882140 C13 1/2 - 1 Mile SouthUSGS40000882138 C12 1/2 - 1 Mile NNWUSGS40000882230 B9 1/2 - 1 Mile NNWUSGS40000882229 B8 1/4 - 1/2 Mile WestUSGS40000882184 6 1/4 - 1/2 Mile ENEUSGS40000882207 A5 1/4 - 1/2 Mile ENEUSGS40000882206 A4 1/4 - 1/2 Mile SouthUSGS40000882160 2 1/8 - 1/4 Mile WNWUSGS40000882194 1 FEDERAL USGS WELL INFORMATION LOCATION FROM TPWELL IDMAP ID 1.000State Database Nearest PWS within 1 mileFederal FRDS PWS 1.000Federal USGS WELL SEARCH DISTANCE INFORMATION SEARCH DISTANCE (miles)DATABASE opinion about the impact of contaminant migration on nearby drinking water wells. professional in assessing sources that may impact ground water flow direction, and in forming an EDR Local/Regional Water Agency records provide water well information to assist the environmental LOCAL / REGIONAL WATER AGENCY RECORDS ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6181130.2s Page A-7 OTHER STATE DATABASE INFORMATION STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 40 NC TC6181130.2s Page A-9 TPFactypecode: hypochlorination, postTrtprocess: disinfectionTrtobjective: IFacactivitycode: Treatment_plantFactype: TREATMENT_PLT_WELL #1Facname: 4336Facid: NC0465548Pwsid: APwsactivitycode: 28403Contactzip: NCContactstate: WILMINGTONContactcity: NEW HANOVER CO - PARKS AND RECContactaddress2: 230 GOVERNMENT CENTER DR, STE 120Contactaddress1: 910-798-7565Contactphone: JOHNSON, ANDYContactorgname: JOHNSON, ANDYContact: Local_GovtOwner: TNCWSPwstype: GroundwaterPsource longname: 3Pwssvcconn: 300Retpopsrvd: ActiveStatus: 37129Fipscounty: Not ReportedZipserved: NCStateserved: Not ReportedCityserved: CAPE FEAR OPTIMIST PARKPwsname: NC0465548Pwsid: NCState: 04Epa region: 3 SSW 1/4 - 1/2 Mile Higher NC0465548FRDS PWS Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: ftWell Depth Units: 88Well Depth: Not ReportedConstruction Date: Confined single aquiferAquifer Type: Peedee FormationFormation Type: Northern Atlantic Coastal Plain aquifer systemAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 03030007HUC: Not ReportedDescription: WellType: NH-714Monitor Location: USGS North Carolina Water Science CenterOrganization Name: USGS-NCOrganization ID: 2 South 1/4 - 1/2 Mile Higher USGS40000882160FED USGS Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: Not ReportedWell Depth Units: Not ReportedWell Depth: Not ReportedConstruction Date: Not ReportedAquifer Type: Peedee FormationFormation Type: Northern Atlantic Coastal Plain aquifer systemAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 03030007HUC: Not ReportedDescription: WellType: NH-096Monitor Location: USGS North Carolina Water Science CenterOrganization Name: USGS-NCOrganization ID: 1 WNW 1/8 - 1/4 Mile Lower USGS40000882194FED USGS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6181130.2s Page A-10 09/30/2009Cmp edt: 07/01/2009Cmp bdt: Not ReportedState mcl: Not ReportedUnit of measure: Not ReportedViolation measur: TCRRule name: 110Rule code: MCL, Monthly (TCR)Violation name: 22Violation code: Coliform (TCR)Contamination Name: 3100Contamination code: 2009Violation Year: NCState: SOrig code: 310Violation id: 09/30/2008Cmp edt: 07/01/2008Cmp bdt: Not ReportedState mcl: Not ReportedUnit of measure: Not ReportedViolation measur: TCRRule name: 110Rule code: Monitoring, Routine Major (TCR)Violation name: 23Violation code: Coliform (TCR)Contamination Name: 3100Contamination code: 2008Violation Year: NCState: SOrig code: 309Violation id: Not ReportedCmp edt: 08/14/2006Cmp bdt: Not ReportedState mcl: Not ReportedUnit of measure: Not ReportedViolation measur: PN ruleRule name: 410Rule code: PN Violation for NPDWR ViolationViolation name: 75Violation code: Public NoticeContamination Name: 7500Contamination code: 2006Violation Year: NCState: SOrig code: 207Violation id: 07/31/2006Cmp edt: 07/01/2006Cmp bdt: Not ReportedState mcl: Not ReportedUnit of measure: Not ReportedViolation measur: TCRRule name: 110Rule code: MCL, Monthly (TCR)Violation name: 22Violation code: Coliform (TCR)Contamination Name: 3100Contamination code: 2006Violation Year: NCState: SOrig code: 106Violation id: 0775450Longitude: 341730Latitude: UntreatedTreatment: Under 101 PersonsPopulation served: WILMINGTONCity served: 065County FIPS: 28402System zip: NCSystem state: WILMINGTONSystem city: Not ReportedSystem address: CAPE FEAR OPTIMIST PARKSystem name: 00000025Retail population: Not ReportedDate system deactivated: 8506Date system activated: ActiveActivity status: NC0465548PWS ID: Not ReportedContact telephone: 910-763-19Contact zip: 28Contact state: NCContact city: WILMINGTONContact address: 3222 NORTH KERR AVEContact address: MOORE, LLOYDContact: 300Retail population served: NCPWS type code: CAPE FEAR OPTIMIST PARKPWS name: 28402PWS zip: NCPWS state: WILMINGTONPWS city: Not ReportedPWS address: NEW HANOVER COUNTYPWS name: System Owner/Responsible PartyPWS type: NC0465548PWS ID: 28402PWS zip: NCPWS state: WILMINGTONPWS city: Not ReportedPWS address: MIKE WATERS OR DIRECTORPWS name: System Owner/Responsible PartyPWS type: NC0465548PWS ID: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6181130.2s Page A-11 02/10/2009Enforcement Action: 2009Enforcemnt FY: SOrig Code: 309Violation ID: ResolvingEnforcement Category: St Compliance achievedEnforcement Detail: 05/26/2010Enforcement Action: 2010Enforcemnt FY: SOrig Code: 309Violation ID: InformalEnforcement Category: St Public Notif requestedEnforcement Detail: 02/10/2009Enforcement Action: 2009Enforcemnt FY: SOrig Code: 309Violation ID: ResolvingEnforcement Category: St Compliance achievedEnforcement Detail: 08/25/2009Enforcement Action: 2009Enforcemnt FY: SOrig Code: 207Violation ID: ResolvingEnforcement Category: St Compliance achievedEnforcement Detail: 05/26/2010Enforcement Action: 2010Enforcemnt FY: SOrig Code: 106Violation ID: InformalEnforcement Category: St Public Notif requestedEnforcement Detail: 07/14/2006Enforcement Action: 2006Enforcemnt FY: SOrig Code: 106Violation ID: InformalEnforcement Category: St Formal NOV issuedEnforcement Detail: 07/14/2006Enforcement Action: 2006Enforcemnt FY: SOrig Code: 106Violation ID: Not ReportedCmp edt: 11/16/2009Cmp bdt: Not ReportedState mcl: Not ReportedUnit of measure: Not ReportedViolation measur: PN ruleRule name: 410Rule code: PN Violation for NPDWR ViolationViolation name: 75Violation code: Public NoticeContamination Name: 7500Contamination code: 2009Violation Year: NCState: SOrig code: 314Violation id: Not ReportedCmp edt: 10/27/2009Cmp bdt: Not ReportedState mcl: Not ReportedUnit of measure: Not ReportedViolation measur: PN ruleRule name: 410Rule code: PN Violation for NPDWR ViolationViolation name: 75Violation code: Public NoticeContamination Name: 7500Contamination code: 2009Violation Year: NCState: SOrig code: 313Violation id: 10/31/2009Cmp edt: 10/01/2009Cmp bdt: Not ReportedState mcl: Not ReportedUnit of measure: Not ReportedViolation measur: TCRRule name: 110Rule code: MCL, Monthly (TCR)Violation name: 22Violation code: Coliform (TCR)Contamination Name: 3100Contamination code: 2009Violation Year: NCState: SOrig code: 312Violation id: 09/30/2009Cmp edt: 09/01/2009Cmp bdt: Not ReportedState mcl: Not ReportedUnit of measure: Not ReportedViolation measur: TCRRule name: 110Rule code: MCL, Monthly (TCR)Violation name: 22Violation code: Coliform (TCR)Contamination Name: 3100Contamination code: 2009Violation Year: NCState: SOrig code: 311Violation id: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6181130.2s Page A-12 ResolvingEnforcement Category: St Compliance achievedEnforcement Detail: 12/09/2009Enforcement Action: 2010Enforcemnt FY: SOrig Code: 314Violation ID: ResolvingEnforcement Category: St Compliance achievedEnforcement Detail: 12/09/2009Enforcement Action: 2010Enforcemnt FY: SOrig Code: 313Violation ID: InformalEnforcement Category: St Public Notif receivedEnforcement Detail: 12/11/2009Enforcement Action: 2010Enforcemnt FY: SOrig Code: 312Violation ID: InformalEnforcement Category: St Public Notif requestedEnforcement Detail: 10/16/2009Enforcement Action: 2010Enforcemnt FY: SOrig Code: 312Violation ID: ResolvingEnforcement Category: St Compliance achievedEnforcement Detail: 05/26/2010Enforcement Action: 2010Enforcemnt FY: SOrig Code: 312Violation ID: InformalEnforcement Category: St Formal NOV issuedEnforcement Detail: 10/16/2009Enforcement Action: 2010Enforcemnt FY: SOrig Code: 312Violation ID: InformalEnforcement Category: St Formal NOV issuedEnforcement Detail: 09/26/2009Enforcement Action: 2009Enforcemnt FY: SOrig Code: 311Violation ID: InformalEnforcement Category: St Public Notif requestedEnforcement Detail: 09/26/2009Enforcement Action: 2009Enforcemnt FY: SOrig Code: 311Violation ID: ResolvingEnforcement Category: St Compliance achievedEnforcement Detail: 05/26/2010Enforcement Action: 2010Enforcemnt FY: SOrig Code: 311Violation ID: ResolvingEnforcement Category: St Compliance achievedEnforcement Detail: 05/26/2010Enforcement Action: 2010Enforcemnt FY: SOrig Code: 310Violation ID: InformalEnforcement Category: St Public Notif requestedEnforcement Detail: 08/06/2009Enforcement Action: 2009Enforcemnt FY: SOrig Code: 310Violation ID: InformalEnforcement Category: St Public Notif requestedEnforcement Detail: 08/06/2009Enforcement Action: 2009Enforcemnt FY: SOrig Code: 310Violation ID: InformalEnforcement Category: St Formal NOV issuedEnforcement Detail: 08/06/2009Enforcement Action: 2009Enforcemnt FY: SOrig Code: 310Violation ID: InformalEnforcement Category: St Public Notif receivedEnforcement Detail: 08/27/2009Enforcement Action: 2009Enforcemnt FY: SOrig Code: 310Violation ID: InformalEnforcement Category: St Formal NOV issuedEnforcement Detail: 08/06/2009Enforcement Action: 2009Enforcemnt FY: SOrig Code: 310Violation ID: InformalEnforcement Category: St Formal NOV issuedEnforcement Detail: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6181130.2s Page A-13 Northern Atlantic Coastal Plain aquifer systemAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 03030007HUC: Not ReportedDescription: WellType: NH-733Monitor Location: USGS North Carolina Water Science CenterOrganization Name: USGS-NCOrganization ID: A5 ENE 1/4 - 1/2 Mile Higher USGS40000882207FED USGS Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: ftWell Depth Units: 75Well Depth: 20010129Construction Date: Confined single aquiferAquifer Type: Peedee FormationFormation Type: Northern Atlantic Coastal Plain aquifer systemAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 03030007HUC: Not ReportedDescription: WellType: NH-732Monitor Location: USGS North Carolina Water Science CenterOrganization Name: USGS-NCOrganization ID: A4 ENE 1/4 - 1/2 Mile Higher USGS40000882206FED USGS Not ReportedViolation measurement: 7/8/2009 0:00:00Enforcement action: No Enf Action as ofEnforcement date: 9/30/2008 0:00:00Compliance end date: 7/1/2008 0:00:00Compliance start date: Monitoring, Routine Major (TCR)Violation type: COLIFORM (TCR)Contaminant: 309Violation ID: NCPWS type code: 300Population served: CAPE FEAR OPTIMIST PARKPWS name: Not ReportedViolation measurement: 7/8/2009 0:00:00Enforcement action: No Enf Action as ofEnforcement date: 12/31/2025 0:00:00Compliance end date: 8/14/2006 0:00:00Compliance start date: 75Violation type: 7500Contaminant: 207Violation ID: NCPWS type code: 300Population served: CAPE FEAR OPTIMIST PARKPWS name: Not ReportedViolation measurement: State Public Notif RequestedEnforcement action: 7/14/2006 0:00:00Enforcement date: 7/31/2006 0:00:00Compliance end date: 7/1/2006 0:00:00Compliance start date: Max Contaminant Level, Monthly (TCR)Violation type: COLIFORM (TCR)Contaminant: 106Violation ID: NCPWS type code: 300Population served: CAPE FEAR OPTIMIST PARKPWS name: Not ReportedViolation measurement: State Formal NOV IssuedEnforcement action: 7/14/2006 0:00:00Enforcement date: 7/31/2006 0:00:00Compliance end date: 7/1/2006 0:00:00Compliance start date: Max Contaminant Level, Monthly (TCR)Violation type: COLIFORM (TCR)Contaminant: 106Violation ID: NCPWS type code: 300Population served: CAPE FEAR OPTIMIST PARKPWS name: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6181130.2s Page A-14 Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: Not ReportedWell Depth Units: Not ReportedWell Depth: Not ReportedConstruction Date: Not ReportedAquifer Type: Peedee FormationFormation Type: Northern Atlantic Coastal Plain aquifer systemAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 03030007HUC: Not ReportedDescription: WellType: NH-097Monitor Location: USGS North Carolina Water Science CenterOrganization Name: USGS-NCOrganization ID: B8 NNW 1/2 - 1 Mile Lower USGS40000882229FED USGS STONEMAN, KENNETHOwner: 76Well Depth:WellFacility Type: WELL #1Facility Name:Ground WaterWater Type: Ground WaterPrimary Source:Non Community TransientPWS Type: KRS REAL ESTATESystem Name:NC7065010PWD ID: 7 South 1/4 - 1/2 Mile Higher NC3000000009945NC WELLS Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: ftWell Depth Units: 80Well Depth: Not ReportedConstruction Date: Confined single aquiferAquifer Type: Peedee FormationFormation Type: Northern Atlantic Coastal Plain aquifer systemAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 03030007HUC: Not ReportedDescription: WellType: NH-725Monitor Location: USGS North Carolina Water Science CenterOrganization Name: USGS-NCOrganization ID: 6 West 1/4 - 1/2 Mile Lower USGS40000882184FED USGS Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: ftWell Depth Units: 50Well Depth: 20010327Construction Date: Confined single aquiferAquifer Type: Peedee FormationFormation Type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6181130.2s Page A-15 ftWell Depth Units: 55Well Depth: Not ReportedConstruction Date: Unconfined single aquiferAquifer Type: Post Miocene (Quaternary + Pliocene) RocksFormation Type: Northern Atlantic Coastal Plain aquifer systemAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 03030007HUC: Not ReportedDescription: WellType: NH-697Monitor Location: USGS North Carolina Water Science CenterOrganization Name: USGS-NCOrganization ID: C12 South 1/2 - 1 Mile Higher USGS40000882138FED USGS WRIGHTSBORO UMCOwner: 105Well Depth:WellFacility Type: WELL #1Facility Name:Ground WaterWater Type: Ground WaterPrimary Source:Non Community TransientPWS Type: WRIGHTSBORO UMCSystem Name:NC0465635PWD ID: C11 SSW 1/2 - 1 Mile Higher NC3000000007774NC WELLS MILLER, CALVINOwner: 0Well Depth:WellFacility Type: WELL #1Facility Name:Ground WaterWater Type: Ground WaterPrimary Source:Non Community TransientPWS Type: CAPE FEAR OPTIMIST PARK #1System Name:NC0465548PWD ID: C10 South 1/2 - 1 Mile Higher NC3000000007749NC WELLS Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: ftWell Depth Units: 367Well Depth: Not ReportedConstruction Date: Confined single aquiferAquifer Type: Peedee FormationFormation Type: Northern Atlantic Coastal Plain aquifer systemAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 03030007HUC: Not ReportedDescription: WellType: NH-745Monitor Location: USGS North Carolina Water Science CenterOrganization Name: USGS-NCOrganization ID: B9 NNW 1/2 - 1 Mile Lower USGS40000882230FED USGS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6181130.2s Page A-16 Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: ftWell Depth Units: 63Well Depth: Not ReportedConstruction Date: Confined single aquiferAquifer Type: Peedee FormationFormation Type: Northern Atlantic Coastal Plain aquifer systemAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 03030007HUC: Not ReportedDescription: WellType: NH-740Monitor Location: USGS North Carolina Water Science CenterOrganization Name: USGS-NCOrganization ID: 15 NW 1/2 - 1 Mile Lower USGS40000882222FED USGS Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: ftWell Depth Units: 60Well Depth: 20071218Construction Date: Confined single aquiferAquifer Type: Peedee FormationFormation Type: Northern Atlantic Coastal Plain aquifer systemAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 03030007HUC: Not ReportedDescription: WellType: NH-712Monitor Location: USGS North Carolina Water Science CenterOrganization Name: USGS-NCOrganization ID: D14 ESE 1/2 - 1 Mile Higher USGS40000882157FED USGS Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: ftWell Depth Units: 105Well Depth: 20000503Construction Date: Confined single aquiferAquifer Type: Peedee FormationFormation Type: Northern Atlantic Coastal Plain aquifer systemAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 03030007HUC: Not ReportedDescription: WellType: NH-699Monitor Location: USGS North Carolina Water Science CenterOrganization Name: USGS-NCOrganization ID: C13 SSW 1/2 - 1 Mile Higher USGS40000882140FED USGS Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6181130.2s Page A-17 Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: ftWell Depth Units: 80Well Depth: 20010501Construction Date: Confined single aquiferAquifer Type: Peedee FormationFormation Type: Northern Atlantic Coastal Plain aquifer systemAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 03030007HUC: Not ReportedDescription: WellType: NH-698Monitor Location: USGS North Carolina Water Science CenterOrganization Name: USGS-NCOrganization ID: 18 SSE 1/2 - 1 Mile Lower USGS40000882137FED USGS Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: ftWell Depth Units: 83Well Depth: Not ReportedConstruction Date: Confined single aquiferAquifer Type: Peedee FormationFormation Type: Northern Atlantic Coastal Plain aquifer systemAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 03030007HUC: Not ReportedDescription: WellType: NH-710Monitor Location: USGS North Carolina Water Science CenterOrganization Name: USGS-NCOrganization ID: D17 ESE 1/2 - 1 Mile Higher USGS40000882155FED USGS Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: Not ReportedWell Depth Units: Not ReportedWell Depth: Not ReportedConstruction Date: Not ReportedAquifer Type: Castle Hayne LimestoneFormation Type: Castle Hayne aquiferAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 03030007HUC: Not ReportedDescription: WellType: NH-437 G W TRASKMonitor Location: USGS North Carolina Water Science CenterOrganization Name: USGS-NCOrganization ID: 16 SSE 1/2 - 1 Mile Higher USGS40000882134FED USGS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6181130.2s Page A-18 Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: ftWell Depth Units: 95Well Depth: 20010323Construction Date: Confined single aquiferAquifer Type: Peedee FormationFormation Type: Northern Atlantic Coastal Plain aquifer systemAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 03030007HUC: Not ReportedDescription: WellType: NH-751Monitor Location: USGS North Carolina Water Science CenterOrganization Name: USGS-NCOrganization ID: 22 NNW 1/2 - 1 Mile Higher USGS40000882241FED USGS MCANDERSON’S INC_465591Owner:80Well Depth: WELL #1Facility Name:GWWater Type: GWPrimary Source:NCPWS Type: MCDONALD‘S WRIGHTSBORO STORE 13382System Name:NC0465591PWS ID: 21 SW 1/2 - 1 Mile Lower NC2000000000335NC WELLS Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: ftWell Depth Units: 67Well Depth: Not ReportedConstruction Date: Confined single aquiferAquifer Type: Peedee FormationFormation Type: Northern Atlantic Coastal Plain aquifer systemAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 03030007HUC: Not ReportedDescription: WellType: NH-729Monitor Location: USGS North Carolina Water Science CenterOrganization Name: USGS-NCOrganization ID: 20 WNW 1/2 - 1 Mile Lower USGS40000882200FED USGS LA BELLA AIROSA LLCOwner: 85Well Depth:WellFacility Type: WELL #1Facility Name:Ground WaterWater Type: Ground WaterPrimary Source:Non Community TransientPWS Type: LA BELLA AIROSA RESTAURANTSystem Name:NC0465539PWD ID: 19 SSW 1/2 - 1 Mile Lower NC3000000007747NC WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6181130.2s Page A-19 NC10003396Edr id:3396Site id: ASig:Not ReportedQuality type: NORTHEAST CAPE FEAR RIVER FLOODPLAINSitename:25679.23Acres: NC10003396NC_SNHA Map ID DirectionDistance EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6181130.2s Page A-20 Not ReportedNot ReportedNot ReportedNot ReportedBasement Not ReportedNot ReportedNot ReportedNot ReportedLiving Area - 2nd Floor 0%0%100%0.200 pCi/LLiving Area - 1st Floor % >20 pCi/L% 4-20 pCi/L% <4 pCi/LAverage ActivityArea Number of sites tested: 1 Federal Area Radon Information for Zip Code: 28429 : Zone 3 indoor average level < 2 pCi/L. : Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L. Note: Zone 1 indoor average level > 4 pCi/L. Federal EPA Radon Zone for NEW HANOVER County: 3 4.94.94.901 __________________________________ Max pCi/LMin pCi/LAvg pCi/LNum Results Radon Test Results State Database: NC Radon AREA RADON INFORMATION GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS RADON ® 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. Current USGS 7.5 Minute Topographic Map Source: U.S. Geological Survey HYDROLOGIC INFORMATION Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone: 877-336-2627 Date of Government Version: 2003, 2015 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: Wetland Inventory Source: US Fish & Wildlife Service Telephone: 703-358-2171 HYDROGEOLOGIC INFORMATION AQUIFLOW Information SystemR 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 Service (NRCS) 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 Service (NRCS) Telephone: 800-672-5559 SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service, 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. TC6181130.2s Page PSGR-1 PHYSICAL SETTING SOURCE RECORDS SEARCHED LOCAL / REGIONAL WATER AGENCY RECORDS FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources. PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS). USGS Water Wells: USGS National Water Inventory System (NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater. STATE RECORDS North Carolina Public Water Supply Wells Source: Department of Environmental Health Telephone: 919-715-3243 OTHER STATE DATABASE INFORMATION North Carolina Wildlife Resources/Game Lands Source: Center for Geographic Information and Analysis Telephone: 919-733-2090 All publicly owned game lands managed by the North Carolina Wildlife Resources Commission and as listed in Hunting and Fishing Maps. NC Natural Heritage Sites: Natural Heritage Element Occurrence Sites Source: Natural Heritage Occurrence Sites Center for Geographic Information and Analysis Telephone: 919-733-2090 A point coverage identifying locations of rare and endangered species, occurrences of exemplary or unique natural ecosystems (terrestrial or aquatic), and special animal habitats (e.g., colonial waterbird nesting sites). NC Natural Areas: Significant Natural Heritage Areas Source: Center for Geographic Information and Analysis Telephone: 919-733-2090 A polygon converage identifying sites (terrestrial or aquatic) that have particular biodiversity significance. A site’s significance may be due to the presenceof rare species, rare or high quality natural communities, or other important ecological features. RADON State Database: NC Radon Source: Department of Environment & Natural Resources Telephone: 919-733-4984 Radon Statistical and Non Statiscal Data 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. TC6181130.2s Page PSGR-2 PHYSICAL SETTING SOURCE RECORDS SEARCHED EPA Radon Zones Source: EPA Telephone: 703-356-4020 Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels. OTHER Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656 Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration Earthquake Fault Lines: The fault lines displayed on EDR’s Topographic map are digitized quaternary faultlines, prepared in 1975 by the United State Geological Survey STREET AND ADDRESS INFORMATION © 2015 TomTom 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. TC6181130.2s Page PSGR-3 PHYSICAL SETTING SOURCE RECORDS SEARCHED USGS The National Map: Orthoimagery. Data refreshed April 2020 National Flood Hazard Layer FIRMette 0 500 1,000 1,500 2,000250 Feet Ü SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOODHAZARD AREAS Without Base Flood Elevation (BFE)Zone A, V, A99With BFE or DepthZone AE, AO, AH, VE, AR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areasof 1% annual chance flood with averagedepth less than one foot or with drainageareas of less than one square mileZone X Future Conditions 1% Annual Chance Flood HazardZone X Area with Reduced Flood Risk due to Levee. See Notes.Zone X Area with Flood Risk due to LeveeZone D NO SCREENArea of Minimal Flood Hazard Zone X Area of Undetermined Flood HazardZone D Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation Coastal Transect Coastal Transect Baseline Profile Baseline Hydrographic Feature Base Flood Elevation Line (BFE) Effective LOMRs Limit of Study Jurisdiction Boundary Digital Data Available No Digital Data Available Unmapped This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below.The basemap shown complies with FEMA's basemapaccuracy standards The flood hazard information is derived directly from theauthoritative NFHL web services provided by FEMA. This mapwas exported on 9/4/2020 at 11:36 AM and does notreflect changes or amendments subsequent to this date andtime. The NFHL and effective information may change orbecome superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. Legend OTHER AREAS OF FLOOD HAZARD OTHER AREAS GENERAL STRUCTURES OTHER FEATURES MAP PANELS 8 B 20.2 The pin displayed on the map is an approximatepoint selected by the user and does not representan authoritative property location. 1:6,000 77°55'2"W 34°18'9"N 77°54'24"W 34°17'39"N The NETR Environmental Lien and AUL Search Report Monday, September 28, 2020 Project Number: L20-00988 HOLLAND DRIVE AND ALEX TRASK DRIVE WRIGHTSBORO, NORTH CAROLINA 2055 East Rio Salado Parkway Tempe, Arizona 85281 Telephone: 480-967-6752 Fax: 480-966-9422 ENVIRONMENTAL LIEN AND AUL REPORT The NETR Environmental LienSearch Report provides results from a search of available current land title records for environmental cleanup liens and other activity and use limitations, such as engineering controls and institutional controls. A network of professional, trained researchers, following established procedures, uses client supplied property information to: search for parcel information and/or legal description; search for ownership information; research official land title documents recorded at jurisdictional agencies such as recorders' office, registries of deed, county clerks' offices, etc.; access a copy of the deed; search for environmental encumbering instrument(s) associated with the deed; provide a copy of any environmental encumbrance(s) based upon a review of key words in the instrument(s) (title, parties involved and description); and provide a copy of the deed or cite documents reviewed; Thank you for your business Please contact NETR at 480-967-6752 with any questions or comments Disclaimer - Copyright and Trademark Notice This report was prepared for the use of Nationwide Environmental Title Research, and Atlantic Shores Environmental Services, Ltd., exclusively. This report is neither a guarantee of title, a commitment to insure, nor a policy of title insurance.NO WARRANTY, EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.Nationwide Environmental Title Research (NETR) specifically disclaims the making of any such warranties, including without limitation, merchantability or fitness for a particular use or purpose. The information contained in this report is retrieved as it is recorded from the various agencies that make it available. The total liability is limited to the fee paid for this report. Copyright 2006 by Nationwide Environmental Title Research. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Nationwide Environmental Title Research, or its affiliates, is prohibited without prior written permission NETR and its logos are trademarks of Nationwide Environmental Title Research or its affiliates. All other trademarks used herein are the property of their respective owners. Page 2 of 4 ENVIRONMENTAL LIEN AND AUL REPORT The NETR Environmental Lien Search Report is intended to assist in the search for environmental liens filed in land title records. TARGET PROPERTY INFORMATION ADDRESS Holland Drive and Alex Trask Drive Wrightsboro, North Carolina RESEARCH SOURCE Source: New Hanover County Assessor New Hanover County Register of Deeds DEED INFORMATION Type of Instrument: General Warranty Deed Grantor: Gateway Church, Wilmington, North Carolina, a North Carolina corporation Grantee: New Beginning Christian Church, Inc., a North Carolina corporation Deed Dated: 01/07/2006 Deed Recorded: 02/07/2006 Book: 4976 Page: 566 Type of Instrument: Warranty Deed Grantor: Stephen A. Gonsalves and Rachel Trask Gonsalves, husband and wife Grantee: New Beginning Christian Church, Inc., a North Carolina corporation Deed Dated: 12/16/2010 Deed Recorded: 12/21/2010 Book: 5534 Page: 1715 Type of Instrument: Warranty Deed Grantor: Virginia Trask Hollingsworth, Executrix of the Estate of Rachel Trask Gonsalves, deceased, and Stephen A. Gonsalves, a widower Grantee: New Beginning Christian Church, Inc., a North Carolina non-profit corporation Deed Dated: 03/20/2013 Deed Recorded: 03/27/2013 Book: 5723 Page: 920 LEGAL DESCRIPTION Being that parcel or tract of land which includes un-platted lands in addition to that shown on Map for New Beginning Christian Church, Inc. and Rachel Trask Gosalves, recorded in Plat Map Book 55, Page 274, being 17.94 acres, more or less, situated and lying in the City Page 3 of 4 ENVIRONMENTAL LIEN AND AUL REPORT of Wrightsboro, New Hanover County, State of North Carolina Assessor's Parcel Number(s): R03300-003-002-000 ENVIRONMENTAL LIEN Environmental Lien: Found Not Found OTHER ACTIVITY AND USE LIMITATIONS (AULs) Other AULs: Found Not Found Page 4 of 4 Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 APPENDIX IV HISTORICAL DOCUMENTS The EDR Aerial Photo Decade Package 1480 Alex Trask Drive CASTLE HAYNE, NC 28429 Inquiry Number: September 04, 2020 6181130.8 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com 2016 1"=500'Flight Year: 2016 USDA/NAIP 2012 1"=500'Flight Year: 2012 USDA/NAIP 2009 1"=500'Flight Year: 2009 USDA/NAIP 2006 1"=500'Flight Year: 2006 USDA/NAIP 1993 1"=500'Acquisition Date: February 03, 1993 USGS/DOQQ 1983 1"=500'Flight Date: March 13, 1983 NHAP 1975 1"=500'Flight Date: April 01, 1975 USGS 1970 1"=500'Flight Date: September 29, 1970 USGS 1969 1"=500'Flight Date: April 08, 1969 USGS 1964 1"=500'Flight Date: April 01, 1964 USGS 1958 1"=500'Flight Date: January 01, 1958 USGS 1950 1"=500'Flight Date: November 21, 1950 USGS 1938 1"=500'Flight Date: March 22, 1938 USDA EDR Aerial Photo Decade Package 09/04/20 1480 Site Name:Client Name: Atlantic Shores Environmental Alex Trask Drive 175 -1 Venture Drive CASTLE HAYNE, NC 28429 Leland, NC 28451 EDR Inquiry #6181130.8 Contact:Brandon Dobbs 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. Search Results: Year Scale Details Source 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. 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 2020 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. 6181130 8-page 2 6181130.8 2016 = 500' 6181130.8 2012 = 500' 6181130.8 2009 = 500' 6181130.8 2006 = 500' 6181130.8 1993 = 500' 6181130.8 1983 = 500' 6181130.8 1975 = 500' 6181130.8 1970 = 500' 6181130.8 1969 = 500' 6181130.8 1964 = 500' 6181130.8 1958 = 500' 6181130.8 1950 = 500' 6181130.8 1938 = 500' EDR Historical Topo Map Report Inquiry Number: 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com with QuadMatch™ 1480 Alex Trask Drive CASTLE HAYNE, NC 28429 September 04, 2020 6181130.4 EDR Historical Topo Map Report EDR Inquiry # Search Results: P.O.# Project: Maps Provided: Disclaimer - Copyright and Trademark Notice 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- Coordinates: Latitude: Longitude: UTM Zone: UTM X Meters: UTM Y Meters: Elevation: Contact: Site Name: Client Name: 2013 1997 1970 1947 1942 09/04/20 1480 Atlantic Shores Environmental Alex Trask Drive 175 -1 Venture Drive CASTLE HAYNE, NC 28429 Leland, NC 28451 6181130.4 Brandon Dobbs EDR Topographic Map Library has been searched by EDR and maps covering the target property location as provided by Atlantic Shores Environmental were identified for the years listed below. EDR’s Historical Topo Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topo Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the late 1800s. NA 34.298234 34° 17' 54" North 1480 -77.911582 -77° 54' 42" West Zone 18 North 232022.60 3799063.15 34.00' above sea level 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 2020 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. 6181130 4 2 page Topo Sheet Key This EDR Topo Map Report is based upon the following USGS topographic map sheets. - 2013 Source Sheets 2013 Castle Hayne 7.5-minute, 24000 1997 Source Sheets 1997 Castle Hayne 7.5-minute, 24000 Aerial Photo Revised 1997 1970 Source Sheets 1970 Castle Hayne 7.5-minute, 24000 Aerial Photo Revised 1969 1947 Source Sheets 1947 Rocky Point 15-minute, 62500 Aerial Photo Revised 1942 6181130 4 3 page Topo Sheet Key This EDR Topo Map Report is based upon the following USGS topographic map sheets. - 1942 Source Sheets 1942 ROCKY POINT 15-minute, 50000 6181130 4 4 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 2013 0 Miles 0.25 0.5 1 1.5 1480 Alex Trask Drive CASTLE HAYNE, NC 28429 Atlantic Shores Environmental TP, Castle Hayne, 2013, 7.5-minute 6181130 4 5 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1997 0 Miles 0.25 0.5 1 1.5 1480 Alex Trask Drive CASTLE HAYNE, NC 28429 Atlantic Shores Environmental TP, Castle Hayne, 1997, 7.5-minute 6181130 4 6 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1970 0 Miles 0.25 0.5 1 1.5 1480 Alex Trask Drive CASTLE HAYNE, NC 28429 Atlantic Shores Environmental TP, Castle Hayne, 1970, 7.5-minute 6181130 4 7 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1947 0 Miles 0.25 0.5 1 1.5 1480 Alex Trask Drive CASTLE HAYNE, NC 28429 Atlantic Shores Environmental TP, Rocky Point, 1947, 15-minute 6181130 4 8 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1942 0 Miles 0.25 0.5 1 1.5 1480 Alex Trask Drive CASTLE HAYNE, NC 28429 Atlantic Shores Environmental TP, ROCKY POINT, 1942, 15-minute 6181130 4 9 Certified Sanborn® Map Report Inquiry Number: 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com 1480 Alex Trask Drive CASTLE HAYNE, NC 28429 September 04, 2020 6181130.3 Certified Sanborn® Map Report Certified Sanborn Results: Disclaimer - Copyright and Trademark Notice 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- The Sanborn Library includes more than 1.2 million fire insurance maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow and others which track historical property usage in approximately 12,000 American cities and towns. Collections searched: Library of Congress University Publications of America EDR Private Collection The Sanborn Library LLC Since 1866™ Limited Permission To Make Copies Sanborn® Library search results Contact:EDR Inquiry # Site Name: Client Name: Certification # PO # Project 09/04/20 Alex Trask Drive 1480 Atlantic Shores Environmental 175 -1 Venture Drive CASTLE HAYNE, NC 28429 6181130.3 Leland, NC 28451 Brandon Dobbs The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Atlantic Shores Environmental 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. 0601-418B-9AFA NA UNMAPPED PROPERTY 1480 This report certifies that the complete holdings of the Sanborn Library, LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property were not found. Certification #: 0601-418B-9AFA Atlantic Shores Environmental (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. 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 2020 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. 6181130 3 2 1480 Alex Trask Drive CASTLE HAYNE, NC 28429 Inquiry Number: 6181130.5 September 09, 2020 The EDR-City Directory Image Report 6 Armstrong Road Shelton, CT 06484 800.352.0050 www.edrnet.comEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources Inc TABLE OF CONTENTS SECTION Executive Summary Findings City Directory Images Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction orforecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2020 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc. or its affiliates is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. EXECUTIVE SUMMARY DESCRIPTION Environmental Data Resources, Inc.’s (EDR) City Directory Report is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s City Directory Report includes a search of available city directory data at 5 year intervals. RECORD SOURCES EDR's Digital Archive combines historical directory listings from sources such as Cole Information and Dun & Bradstreet. These standard sources of property information complement and enhance each other to provide a more comprehensive report. EDR is licensed to reproduce certain City Directory works by the copyright holders of those works. The purchaser of this EDR City Directory Report may include it in report(s) delivered to a customer. Reproduction of City Directories without permission of the publisher or licensed vendor may be a violation of copyright. RESEARCH SUMMARY The following research sources were consulted in the preparation of this report. A check mark indicates where information was identified in the source and provided in this report. Year Target Street Cross Street Source 2017 þ þ EDR Digital Archive 2014 þ þ EDR Digital Archive 2010 þ þ EDR Digital Archive 2005 þ þ EDR Digital Archive 2000 þ þ EDR Digital Archive 1995 þ þ EDR Digital Archive 1992 þ þ EDR Digital Archive 6181130-5 Page 1 FINDINGS TARGET PROPERTY STREET Alex Trask Drive CASTLE HAYNE, NC 28429 Year CD Image Source ALEX TRASK DR 2017 pg A1 EDR Digital Archive 2014 pg A4 EDR Digital Archive 2010 pg A7 EDR Digital Archive 2005 pg A10 EDR Digital Archive 2000 pg A13 EDR Digital Archive 1995 pg A15 EDR Digital Archive ALEX TRASK RD 1992 pg A17 EDR Digital Archive 6181130-5 Page 2 FINDINGS CROSS STREETS Year CD Image Source HOLLAND DR 2017 pg. A2 EDR Digital Archive 2014 pg. A5 EDR Digital Archive 2010 pg. A8 EDR Digital Archive 2005 pg. A11 EDR Digital Archive 2000 pg. A14 EDR Digital Archive 1995 pg. A16 EDR Digital Archive 1992 pg. A18 EDR Digital Archive 6181130-5 Page 3 City Directory Images - ALEX TRASK DR EDR Digital Archive 6181130.5 Page: A1 SourceTarget Street Cross Street 2017 3120 NEW BEGINNING CHRISTIAN CHURCH 3121 GOSPEL FELLOWSHIP HOLINESS 3200 NOBLES, MILDRED B 3207 PACE, DONDI M 3211 BOWLING, WADE W 3216 MARTIN, CHRIS A 3219 LIU, YIDI D 3220 THOMPSON, JESSICA L 3222 HOMMEL, DAVID E 3300 SPOONER, CHARLES B 3301 ATKINSON, JOHN 3304 BONNETT, CHRISTOPHER 3305 TETI, JOSEPH E 3308 FLOEY, KEVIN K 3309 HODGDON, CHARLES H 3313 ONEILL, ANNIE H - HOLLAND DR EDR Digital Archive 6181130.5 Page: A2 SourceTarget Street Cross Street 2017 1 SHERFIELD, DONNA S 2 RIVERA, DANIELLE L 3 SIKES, GARY F 5 BUTNER, MICKEY C 6 FLOWERS, SAMUEL D 7 CEBRAL, FELIX J 9 MELTON, CHRISTOPHER L 10 SCHIFFER, JULIE L 11 BIGGS, WALKER O 12 HOOKER, KENNETH A 13 GELL, ROBERT W 15 WOODS, ROBERT J 16 COLE, HOWARD MARLEY, JOHNNY T 18 TUCKER, OTIS E 19 SHEETS, CLAY P 21 BLAND, BRIAN S 22 INTRACOASTAL FIRE PROTECTION MILLIGAN, TIMOTHY S 23 BOSELY, DAVID M 24 OATES, JULIAN C 25 ATKINSON, KEVIN M 26 RIVENBARK, MICHAEL E 27 JORDAN, ANDRE G 29 RAY, STACIA M 31 WILLS, KAREN L 32 HANNA, HOLLY M 33 OUTTEN, BROOKE E 34 WALKER, BRIAN T 35 EDEN, MIKE B 37 TRUEBLOOD, JAMES W 38 BYRD, CELESTE W 39 PRINGLE, BONITA L 40 POWER, LOUISE L 41 CAISON, PATRICIA R 42 FLOWERS, JAY W 43 NELSON, ROBERT A 45 CHAMBLEE, LEN 46 TODD, WILLIAM R 49 OLIVER, KATHLEEN D 50 DOYLE, CURTIS M 51 COSTIN, DELTON C 52 DOYLE, JASON L 53 WHITFIELD, DAVID J 54 BASS, ANN B 60 MCLEAN, LAURA K 62 SIMPKINS, JOSEPH Q 64 CARTRETTE, BILLY R 66 HUTCHINS, ERIC 72 GRAHAM, GREGORY M (Cont'd) - HOLLAND DR EDR Digital Archive 6181130.5 Page: A3 SourceTarget Street Cross Street 2017 74 PIERCE, CHRISTOPHER A 82 WOOTEN, ROBERT E 85 REESE, CECIL L 87 RUSS, ROBERT E 89 DAMATTA, LIZNETH M - ALEX TRASK DR EDR Digital Archive 6181130.5 Page: A4 SourceTarget Street Cross Street 2014 3120 NEW BEGINNING CHRISTIAN CHURCH 3121 GOSPEL FELLOWSHIP HOLINESS 3200 NOBLES, MILTON M 3207 PACE, DONDI M 3211 BOWLING, WADE W 3212 BEST, SUSAN W 3216 OCCUPANT UNKNOWN, 3219 LIU, YI D 3220 THOMPSON, JESSICA L 3222 HOMMEL, DAVID E 3300 SPOONER, CHARLES B 3301 ATKINSON, JOHN M 3304 BONNETT, SCOTT A 3305 TETI, JOSEPH E 3308 FLOEY, KEVIN K 3309 KELLEY, ERIC W 3312 OCCUPANT UNKNOWN, 3313 ONEILL, ANNIE H - HOLLAND DR EDR Digital Archive 6181130.5 Page: A5 SourceTarget Street Cross Street 2014 1 OCCUPANT UNKNOWN, 2 RIVERA, DANIELLE L 3 SIKES, GARY F 5 BUTNER, MICKEY C 7 CEBRAL, FELIX J 8 BARNHILL, ELBERT R 9 BRON, SHEILA 10 WATSON, CJ 11 BIGGS, WALKER O 12 HOOKER, KENNETH A 13 GELL, ROBERT W 15 WOODS, ROBERT J 16 MARLEY, JOHNNY T OCCUPANT UNKNOWN, 18 TUCKER, OTIS E 19 EICHORN, ROBIN R 21 BLAND, BRIAN S 22 INTRACOASTAL FIRE PROTECTION MILLIGAN, TIMOTHY S 23 BOSELY, DAVID M 24 OATES, JULIAN C 25 ATKINSON, KEVIN M 26 RIVENBARK, MICHAEL E 27 JORDAN, ANDRE J 28 OCCUPANT UNKNOWN, 29 RAY, STACIA M 31 WILLS, KAREN L 32 HANNA, MARK A 33 OUTTEN, BROOKE E 34 WALKER, MYRTLE C 35 EDEN, MIKE B 36 INMAN, RHONDA L 37 TRUEBLOOD, JAMES W 38 BYRD, CELESTE W 39 PRINGLE, BONITA L 40 POWER, LOUISE L 41 CAISON, PATRICIA R 42 FLOWERS, JACKIE W 43 NELSON, ROBERT A 44 CLAUSING, FRANCES H 45 CHAMBLEE, LEN 46 TODD, WILLIAM R 49 BALL, JAMES S 50 DOYLE, CURTIS M 51 COSTIN, DELTON 52 DOYLE, JASON L 54 KING, CHARLES B 60 GENTRY, ANNE B MCLEAN, RUTH J 62 SIMPKINS, JOSEPH Q (Cont'd) - HOLLAND DR EDR Digital Archive 6181130.5 Page: A6 SourceTarget Street Cross Street 2014 64 CARTRETTE, BILLY R 72 GRAHAM, GREGORY M 74 PIERCE, CHRISTOPHER A 82 WOOTEN, ROBERT E 85 REESE, CECIL L 87 RUSS, ROB E 89 DAMATTA, LUIZ F - ALEX TRASK DR EDR Digital Archive 6181130.5 Page: A7 SourceTarget Street Cross Street 2010 3120 OCCUPANT UNKNOWN, 3121 GOSPEL FELLOWSHIP HOLINESS 3200 NOBLES, MILTON M 3207 PACE, DONDI M 3209 RUTTEN, MICHAEL J 3211 BOWLING, WADE W 3212 BEST, SUSAN W 3216 MARTIN, CHRIS A 3219 LIU, YI D 3220 THOMPSON, JEROD L 3222 BENTON, WILLIAM M COMMUNICATIONS WORKERSAMERICA 3300 SPOONER, BRENDA H 3301 ATKINSON, JOHN M 3304 BONNETT, LEVY P 3305 TETI, JOSEPH E 3308 GOLDSMITH, CASEY 3309 JOHNSON, PENNY 3312 FLORES, CEASAR G 3313 ONEILL, ANNIE H - HOLLAND DR EDR Digital Archive 6181130.5 Page: A8 SourceTarget Street Cross Street 2010 1 FOY, RICHARD E 2 YOUNG, RICCARDO S 3 SIKES, GARY F 5 BUTNER, MICKEY C 6 FLOWERS, SAMUEL D 7 CEBRAL, FELIX J 8 BARNHILL, ELBERT R 9 BRON, JACOB 10 WATSON, CJ 11 BIGGS, WALKER O 12 HOOKER, KENNETH A 13 GELL, ROBERT W 15 WOODS, ROBERT J 16 MARLEY, JOHNNY T OCCUPANT UNKNOWN, 18 TUCKER, OTIS E 21 BLAND, BRIAN S 22 MILLIGAN, TIMOTHY S 23 ARTWORK ON TILE BOSELY, DAVID M 24 OATES, JULIAN 25 ATKINSON, KEVIN M 26 RIVENBARK, MICHAEL E 27 JORDAN, ANDRE J 28 OCCUPANT UNKNOWN, 29 RAY, STACIA M 31 VANOVE, VIVIAN I 32 HANNA, MARK A 33 OUTTEN, BROOKE E 34 CHAMBLEE, KENNETH L 35 EDEN, MIKE 36 BENTLEY, MELISSA E 37 TRUEBLOOD, JAMES W 38 BYRD, CELESTE W 39 PRINGLE, BONITA L 40 POWER, LOUISE L 41 CAISON, PATRICIA R 42 OCCUPANT UNKNOWN, 43 NELSON, NANCY S 44 CLAUSING, FRANCES H 45 CHAMBLEE, KENNETH L 46 TODD, WILLIAM R 49 BALL, JAMES S 50 DOYLE, NANNIE S 51 COSTIN, DELTON C 52 DOYLE, JASON L 60 MCLEAN, RUTH J 62 SIMPKINS, JOSEPH Q 64 CARTRETTE, BILLY R 66 MACIVERGAN, SHIRLEY M (Cont'd) - HOLLAND DR EDR Digital Archive 6181130.5 Page: A9 SourceTarget Street Cross Street 2010 72 GRAHAM, ELEANOR F 74 PIERCE, CHRISTOPHER A 82 WOOTEN, ROBERT E 85 REESE, CECIL L 87 RUSS, ROB E 89 OCCUPANT UNKNOWN, - ALEX TRASK DR EDR Digital Archive 6181130.5 Page: A10 SourceTarget Street Cross Street 2005 3120 OCCUPANT UNKNOWN, 3121 OCCUPANT UNKNOWN, 3200 NOBLES, MILDRED B 3207 PACE, DONDI M 3209 RUTTEN, MICHAEL J 3211 BOWLING, WADE W 3212 SQUIRES, JOHN P 3216 OCCUPANT UNKNOWN, 3219 LIU, YIDI 3220 ADAIR, BENTLEY A 3222 BENTON, WILLIAM M 3300 SPOONER, BRENDA H 3301 GOFORTH, GENE 3304 BONNETT, SCOTT A 3305 DORNEMANN, ASHLEY C 3308 MITCHELL, PENNY J 3309 HESTER, ERIC 3312 CALKIN, DETA 3313 OCCUPANT UNKNOWN, - HOLLAND DR EDR Digital Archive 6181130.5 Page: A11 SourceTarget Street Cross Street 2005 1 FOY, RICHARD E 2 KEEGAN, RICHARD J 3 COUNCIL, SCOTT B 6 FLOWERS, SHANNON D 7 CEBRAL, FELIX J 8 BARNHILL, LILA L 9 OCCUPANT UNKNOWN, 10 WATSON, DAVID R 11 MCWHIRTER, ROBERT C 12 HOOKER, KENNETH A 13 OCCUPANT UNKNOWN, 15 WOODS, ROBERT J 16 OCCUPANT UNKNOWN, 18 TUCKER, OTIS E 19 JENKINS, JAMES S 21 OCCUPANT UNKNOWN, 22 MILLIGAN, TIMOTHY S 23 BARKER, JIM B CAPTURE THE MEMORY 25 ATKINSON, KEVIN M 26 RIVENBARK, MICHAEL E 27 JORDAN, ANDRE 28 OCCUPANT UNKNOWN, 29 RAY, STACIA M 32 HANNA, MARK A 33 BEST, DOUGLAS W 34 OCCUPANT UNKNOWN, 35 EDEN, MIKE 37 TRUEBLOOD, JAMES W 38 BYRD, CELESTE W 39 OCCUPANT UNKNOWN, 40 OCCUPANT UNKNOWN, 41 CAISON, PATRICIA R 42 WOLFE, JAMES M 43 NELSON, ROBERT A 44 CLAUSING, FRANCES H 45 CHAMBLEE, KENNETH L 46 TODD, GWENDOLYN A 49 BALL, JAMES S 50 DOYLE, JACK C 51 COSTIN, DELTON C 52 DOYLE, JASON L 53 WHITFIELD, DAVID J 54 OCCUPANT UNKNOWN, 60 JARMAN, MAE MCLEAN, ANGUS L 62 SIMPKINS, JOSEPH Q 64 CARTRETTE, BILLY R 66 OCCUPANT UNKNOWN, 72 OCCUPANT UNKNOWN, (Cont'd) - HOLLAND DR EDR Digital Archive 6181130.5 Page: A12 SourceTarget Street Cross Street 2005 74 SACHARIAT, VALERIE K 82 CAIN, ANGELA P 85 REESE, CECIL L 87 OCCUPANT UNKNOWN, 89 FEARING, RICHARD L 99 COLLINS, ROBERT D - ALEX TRASK DR EDR Digital Archive 6181130.5 Page: A13 SourceTarget Street Cross Street 2000 3209 FINDERS, BRYAN F 3211 BOWLING, WADE 3216 LANDEN, HEATHER H 3222 BENTON, WILLIAM M 3304 HAMILTON, KIM 3308 ROONEY, JOSEPH 3309 MCMILLAN, EDDIE 3312 ROGERS, L A - HOLLAND DR EDR Digital Archive 6181130.5 Page: A14 SourceTarget Street Cross Street 2000 1 FOY, RICHARD 2 KEEGAN, RICHARD J 3 SOYL RECOVERY INCORPORATED 8 BARNHILL, ELBERT R 9 BRON, JACOB 11 MCWHIRTER, ROBERT C 12 HOOKER, KENNETH A 16 MARLEY, CAMI 18 TUCKER, OTIS E 23 BOSELY, BRYAN D WEB PARTNERS INCORPORATED 24 MALLORY, MICHAEL E 33 BEST SUSAN & DOUG BEST 37 TRUEBLOOD, LENORA C 38 BYRD, CELESTE W 39 BAKER, A L 42 FLOWERS, MELANEY 49 MORGAN, CHANDRA 60 MCLEAN, ANGUS L 64 BUTTERFIELD, JEWELL 89 FEARING, RICHARD - ALEX TRASK DR EDR Digital Archive 6181130.5 Page: A15 SourceTarget Street Cross Street 1995 3207 PACE, DONDI 3211 BOWLING, WADE 3212 SQUIRES, JOHN P 3216 CAMPBELL, ROBERT 3220 CONLEY, T M 3222 BENTON, WILLIAM M 3301 JORDAN, C M 3304 HAMILTON, KIM 3305 ROHR, TAMMY 3309 MCMILLAN, EDDIE 3312 ROGERS, L A - HOLLAND DR EDR Digital Archive 6181130.5 Page: A16 SourceTarget Street Cross Street 1995 1 MCDOWELL, FRED 2 KEEGAN, RICHARD J 3 LONG, SAMUEL E JR 6 GORE, JERRY 7 CEBRAL, FELIX J 8 BARNHILL, ELBERT R 9 BRON, JACOB 10 WATSON, DAVID R 11 MCWHIRTER, ROBERT C 12 PADGETT, CHARLIE G SR 13 WILLIAMSON, JOHN C 15 TOMMY CAVENAUGH REALTY & AUCTN WOODS, SHEILA P 16 HICKMAN, M E MARLEY, CAMI 18 HIGH, KENNETH M 19 MUNNS, MURRY 21 KROCHMALNY, RAYMOND 24 MALLORY, MICHAEL 25 ABERNATHY, DAVID 26 RIVENBARK, D G 27 LEONARD, JILCO 28 ROGERS, GAIL 29 SCHUTT, CARL B 32 SMITH, REED 33 KNOWLES, JOSEPH J 35 PETERMAN, S 39 BAKER, ALLYSON L 40 POWER, J F JR 42 VANLUYN, ROBERT 43 NELSON, OSCAR A 44 CLAUSING, FRANCES 45 CHAMBLEE, KENNETH L 46 TODD, WILLIAM R JR 49 MORGAN, TERESA 53 WHITFIELD, JAMES N 54 KING, CHARLES B 60 MCLEAN, ANGUS L 62 VITAMVAS, STEVE 64 CARTRETTE, B R 72 GRAHAM, T E 85 REESE, CECIL L 87 RUSS, ROB 89 LEWIS, BRUCE 98 ROCKWELL, ROBERT F - ALEX TRASK RD EDR Digital Archive 6181130.5 Page: A17 SourceTarget Street Cross Street 1992 3120 MCGEE, RON THE ROCK 3301 JORDAN, C M 3309 MCMILLAN, EDDIE 3312 SPRANKLE, FRANK 3313 SMITH, N L - HOLLAND DR EDR Digital Archive 6181130.5 Page: A18 SourceTarget Street Cross Street 1992 2 KEEGAN, RICHARD J 3 LONG, SAMUEL E JR 6 GORE, JERRY 7 CEBRAL, FELIX J 8 BARNHILL, ELBERT R 9 BRON, JACOB 10 WATSON, DAVID R 11 MCWHIRTER, ROBERT C 12 PADGETT, CHARLIE G SR 15 CAVENAUGH TOMMY F JR CAVENAUGH TOMMY REALTY & AUCTION CAVENAUGH, TOMMY F JR 16 HICKMAN, M E MARLEY, JOHNNY T 18 HIGH, KENNETH M 19 MUNNS, MURRY 21 KROCHMALNY, RAYMOND 23 ROSEBORO, FRANCES 25 ABERNATHY, DAVID 26 RIVENBARK, D G 27 LEONARD, DAVID K 28 ROGERS, GAIL 29 SCHUTT, CARL B 32 SMITH, REED 33 KNOWLES, JOSEPH J 35 JONKHEER, WILLIAM P 39 BAKER, ALLYSON L 40 POWER, J F JR 42 VANLUYN, ROBERT 43 NELSON, OSCAR A 44 CLAUSING, FRANCES 45 CHAMBLEE, KENNETH L 46 TODD, WILLIAM R JR 49 MORGAN, TERESA 52 FLORRID, RICHARD W 53 WHITFIELD, JAMES N 54 KING, CHARLES B 55 GOSPEL FELLOWSHIP HOLINESS 60 MCLEAN, ANGUS L 62 VITAMVAS, STEVE 72 GRAHAM, T E 85 REESE CLEANING SVC REESE, CECIL L 87 RUSS, ROB 89 LEWIS, BRUCE 134 WILLIAMSON, JOHN C Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 APPENDIX V SITE PHOTOGRAPHS Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 1 Photograph 1: View of the site, looking east. Photograph 2: New Beginning Christian Church, adjoining property to the north. Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 2 Photograph 3: Adjacent property to the southwest. Photograph 4: Adjacent property to the west. Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 3 Photograph 5: Gospel Fellowship Holiness Church, northwest adjacent property. Photograph 6: Semi-truck trailer, located along the northern property line. Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 4 Photograph 7: Jon boat, located along the northern property line. Photograph 8: Contents of the semi-truck trailer, various paint cans. Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 5 Photograph 9: Contents of the semi-truck trailer, various paint cans and storage containers. Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 APPENDIX VI INTERVIEW DOCUMENTATION Phase I Environmental Site Assessment September 29, 2020 The Covenant Senior Housing Alex Trask Drive Castle Hayne, New Hanover County, North Carolina ASE Project No. 1480 APPENDIX VII STATEMENT OF QUALIFICATION 1 CHERYL J. MOODY, REM, CIEC, CMRS EDUCATION__________________________________________________________________________ •M.S. Environmental Science: Univ. of New Haven, West Haven, CT: January 1997. •B.S. Biology: Univ. of Vermont, Burlington, VT: May 1990. Concentrations: Botany and Chemistry. REGISTRATIONS/MEMBERSHIPS______________________________________________________ •Registered Environmental Manager (REM), National Registry of Environmental Professionals. •North Carolina and South Carolina Asbestos Inspector and Management Planner. •Certified Indoor Environmental Consultant, American Council for Accredited Certification (ACAC). •Certified Microbial Remediation Supervisor, ACAC. •North Carolina Certified Storm Water BPM Inspector. •Member, Indoor Air Quality Association. •Certifying Board Member, ACAC •Member, Society of Military Engineers PROFESSIONAL EXPERIENCE_______________________________________________________ _ July 2008 – Present Atlantic Shores Environmental Services, Ltd. Leland, NC Principal Scientist, Owner Ms. Moody has over 29 years of experience conducting and managing environmental due diligence projects. Major duties include financial, marketing, proposals, invoicing and supervising/mentoring team members. Also included as a major duty is reviewing team member reports for technical accuracy. Ms. Moody performed as well as supervised due diligence and compliance services relating to manufacturing industries, commercial properties and residential properties; asbestos and mold inspections; extensive experience with managing multiple phased projects at petroleum storage terminals, chemical and gasoline facilities. 2004-June 2008 ECS Carolinas, LLP Wilmington, NC Principal Scientist, Environmental Department Manager Managed a team of five professionals. Major duties include financial, marketing, proposals, invoicing and supervising/mentoring team members. Also included as a major duty was reviewing team member reports for technical accuracy. 1998-2004 MACTEC Engineering and Consulting Inc. Wilmington, NC Senior Scientist Major duties include performing and supervising due diligence and compliance services relating to agribusiness industry, manufacturing industries commercial properties and marinas in NC, NY, FL and SC; asbestos and mold inspections. 1993-1998 Rizzo Associates, Inc. Hartford, CT Environmental Scientist II Major duties included performing due diligence relating to commercial and manufacturing industries; Specific areas of technical expertise include: Management Systems Audits for the Massachusetts Highway Department, proposals for Phase I and Phase II hazardous materials investigations, Health and Safety plans, UST removals, limited environmental risk assessment evaluations, Phase I and II hazardous materials investigations and supervision of contractors during investigatory and soil remediation activities. 1992-1993 Storch Associates, Inc. Rocky Hill, CT Environmental Specialist Major duties included conducting corridor land use evaluations for the Connecticut Department of Transportation, Phase I and II hazardous materials investigations and soil gas surveys. 1990-1992 Muranaka Environmental, Inc. Honolulu, HI Environmental Scientist Major duties included conducting Phase I hazardous materials investigations, asbestos surveys and soil and groundwater sampling on many of the Hawaiian Islands. µModified HUD Environmental Review Alex Trask Drive Castle Hayne, North Carolina Project Number: 1480 0 0.1 0.20.05 Miles Legend Site Location North America Railroads Figure 5: Noise Abatement and Control Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye,Earthstar Geographics, CNES/Airbus DS, USDA, USGS,AeroGRID, IGN, and the GIS User CommunityImagery Date: November 2019 1,360 Feet The site is within 3,000 feet of a railroad, however the railroad has been abandonedand is no longer used. October 29, 2020 Brandon Dobbs Atlantic Shores Environmental Services Ltd. 175-1 Venture Drive Bellville, NC 28451 Re: Covenant Senior Housing – New Hanover County Dear Mr. Dobbs: This letter is to inform you that the Service has established an on-line project planning and consultation process which assists developers and consultants in determining whether a federally-listed species or designated critical habitat may be affected by a proposed project. For future projects, please visit the Raleigh Field Office’s project planning website at https://www.fws.gov/raleigh/pp.html. If you are only searching for a list of species that may be present in the project’s Action Area, then you may use the Service’s Information, Planning, and Consultation System (IPaC) website to determine if any listed, proposed, or candidate species may be present in the Action Area and generate a species list. The IPaC website may be viewed at https://ecos.fws.gov/ipac/. The IPaC web site contains a complete and frequently updated list of all endangered and threatened species protected by the provisions of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531 et seq.)(Act), a list of federal species of concern1 that are known to occur in each county in North Carolina, and other resources. Section 7 of the Act requires that all federal agencies (or their designated non-federal representative), in consultation with the Service, insure that any action federally authorized, funded, or carried out by such agencies is not likely to jeopardize the continued existence of any federally-listed endangered or threatened species. A biological assessment or evaluation may be prepared to fulfill that requirement and in determining whether additional consultation with the Service is necessary. In addition to the federally-protected species list, information on the species’ life histories and habitats and information on completing a biological assessment or 1 The term “federal species of concern” refers to those species which the Service believes might be in need of concentrated conservation actions. Federal species of concern receive no legal protection and their designation does not necessarily imply that the species will eventually be proposed for listing as a federally endangered or threatened species. However, we recommend that all practicable measures be taken to avoid or minimize adverse impacts to federal species of concern. evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the web site often for updated information or changes. If your project contains suitable habitat for any of the federally-listed species known to be present within the county where your project occurs, the proposed action has the potential to adversely affect those species. As such, we recommend that surveys be conducted to determine the species’ presence or absence within the project area. The use of North Carolina Natural Heritage program data should not be substituted for actual field surveys. If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely to adversely affect) a federally-protected species, you should notify this office with your determination, the results of your surveys, survey methodologies, and an analysis of the effects of the action on listed species, including consideration of direct, indirect, and cumulative effects, before conducting any activities that might affect the species. If you determine that the proposed action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally listed species, then you are not required to contact our office for concurrence (unless an Environmental Impact Statement is prepared). However, you should maintain a complete record of the assessment, including steps leading to your determination of effect, the qualified personnel conducting the assessment, habitat conditions, site photographs, and any other related articles. With regard to the above-referenced project, we offer the following remarks. Our comments are submitted pursuant to, and in accordance with, provisions of the Endangered Species Act. Based on the information provided and other information available, it appears that the proposed action is not likely to adversely affect any federally-listed endangered or threatened species, their formally designated critical habitat, or species currently proposed for listing under the Act at these sites. We believe that the requirements of section 7(a)(2) of the Act have been satisfied for your project. Please remember that obligations under section 7 consultation must be reconsidered if: (1) new information reveals impacts of this identified action that may affect listed species or critical habitat in a manner not previously considered; (2) this action is subsequently modified in a manner that was not considered in this review; or, (3) a new species is listed or critical habitat determined that may be affected by the identified action. However, the Service is concerned about the potential impacts the proposed action might have on aquatic species. Aquatic resources are highly susceptible to sedimentation. Therefore, we recommend that all practicable measures be taken to avoid adverse impacts to aquatic species, including implementing directional boring methods and stringent sediment and erosion control measures. An erosion and sedimentation control plan should be submitted to and approved by the North Carolina Division of Land Resources, Land Quality Section prior to construction. Erosion and sedimentation controls should be installed and maintained between the construction site and any nearby down-gradient surface waters. In addition, we recommend maintaining natural, vegetated buffers on all streams and creeks adjacent to the project site. The North Carolina Wildlife Resources Commission has developed a Guidance Memorandum (a copy can be found on our website at (http://www.fws.gov/raleigh) to address and mitigate secondary and cumulative impacts to aquatic and terrestrial wildlife resources and water quality. We recommend that you consider this document in the development of your projects and in completing an initiation package for consultation (if necessary). We hope you find our web page useful and informative and that following the process described above will reduce the time required, and eliminate the need, for general correspondence for species’ lists. If you have any questions or comments, please contact John Ellis of this office at (919) 856-4520 ext. 26. Sincerely, Pete Benjamin Field Supervisor µModified HUD Environmental Review Alex Trask Drive Castle Hayne, North Carolina Project Number: 1480 0 0.3 0.60.15 Miles Legend Site Location NC Wild and Scenic Rivers Recreational Scenic Wild Figure 6: Wild and Scenic Rivers Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye,Earthstar Geographics, CNES/Airbus DS, USDA, USGS,AeroGRID, IGN, and the GIS User CommunityImagery Date: November 2019 µModified HUD Environmental Review Alex Trask Drive Castle Hayne, North Carolina Project Number: 1480 0 550 1,100275 Miles Legend Site Location Sole Source Aquifer Figure 7: Sole Source Aquifer Designations Service Layer Credits: Sources: Esri, HERE, Garmin, USGS,Intermap, INCREMENT P, NRCan, Esri Japan, METI, EsriChina (Hong Kong), Esri Korea, Esri (Thailand), NGCC, ©OpenStreetMap contributors, and the GIS User Community