Loading...
HomeMy WebLinkAboutWQCS00014_Renewal (Application)_20210707 PO Greenville L 4 Utilities June 28, 2021 NC Division of Environment Quality Municipal Permitting Unit 1617 Mail Service Center Raleigh,NC 27699-1617 Attn: Julia Byrd RECEIVED System Wide Collection System Permitting JUL 0 7 2021 Re: System-Wide Collection System Permit Renewal NCDEQIDWRINPDE S Permit No. WQCS00014 Greenville Utilities Commission- Pitt County Please find enclosed Greenville Utilities Commission's application for renewal of its System-Wide Wastewater Collection System Permit No. WQCS00014. Enclosed is the original and one copy of the signed application, along with two copies of all supporting documentation. This application includes the addition of the entire Town of Bethel wastewater collection system. A copy of the executed transfer agreement is attached. We trust that you will find our application for permit renewal to be in order; however, should you require any additional information or have any questions regarding this submittal,please do not hesitate to let us know. Sincerely, Randall D. Emory, P.E. Director of Water Resources Enclosures Cc: Anthony C. Cannon, General Manager/CEO Chris N. Padgett, Assistant General Manager/CAO David W. Springer,PE, Assistant Director of Water Resources J. Scott Farmer, PE, Water Resources Systems Engineer Bryan P. Bland, Water Resources System Superintendent/ORC Connected To You Post Office Box 1847 I Greenville, North Carolina 27835-1847 I guc.com 1252-752-7166 Scott Farmer From: Randy Emory Sent: Friday, April 30, 2021 12:08 PM To: Hubbard, Mark; Kim.Colson; Risgaard, Jon; Riddle, Rick L Cc: Randy Emory; David Springer; Scott Farmer;Tyler J. Haislip Subject: FW:Town of Bethel Water and Wastewater Systems Ownership Transfer Agreement Attachments: Town of Bethel Water and Wastewater Systems Ownership Transfer Agreement.pdf Gentleman, attached is the fully executed Bethel agreement. Thanks for all of your help. Randall D. Emory, P.E. Director of Water Resources PO Box 1847 Greenville,NC 27835 Office(252)551-1554 Fax(252)551-1598 Mobile(252)378-6348 emoryrd@guc.com From: Lou Norris<NORRISLW@guc.com> Sent: Friday,April 30, 2021 10:44 AM ' To: Phillip R. Dixon<dixonpr@guc.com>;Jeff McCauley<MCCAUUW@guc.com>; Randy Emory<Emoryrd@guc.com>; David Springer<Springdw@guc.com>; Scott Mullis<Mullisjs@guc.com>; Chris N. Padgett<padgetcn@guc.com> Cc:Amy Wade<wadeac@guc.com>; Debra L. Miller<millerdl@guc.com>; LouAnne Baker<Bakerlp@guc.com>; LeAnne E.Wetherington <wetherle@guc.com>; Brandie P.Whitehurst<whitehbp@guc.com>; Lou Norris<NORRISLW@guc.com> Subject:Town of Bethel Water and Wastewater Systems Ownership Transfer Agreement Here is a final scan copy of the Town of Bethel Water and Wastewater Systems Ownership Transfer Agreement for your records. Thank you. Lou Lou.Narvci3 Secretary to the General Manager Greenville Utilities 1 Water and Wastewater Systems Ownership Transfer Agreement Among The Town of Bethel, N.0 and The Cityof Greenville, N.C. and Greenville Utilities Commission Table of Contents WATER AND WASTEWATER SYSTEMS OWNERSHIP TRANSFER AGREEMENT 3 1.0 Definitions 5 2.0 Transfer Date 5 3.0 Responsibility for Transferred Systems 5 4.0 Bethel's Existing Facilities and Property 7 5.0 Representations and Warranties by Bethel 7 6.0 Expansion and Extension of Water and Wastewater Services 9 7.0 Records Transfer 9 8.0 Customer Transfer 11 9.0 Bonded Indebtedness 11 10.0 Prior Agreements 12 11.0 Conflict/Default Resolution 13 12.0 Environmental Permit Requirements 14 13.0 Delegation of Permitting Authority 14 14.0 Amendment to Agreement 14 15.0 Customer Notification 14 16.0 Severability 14 17.0 Notices 14 18.0 Covenant of Good Faith and Fair Dealing 14 19.0 Third Party Beneficiaries 15 EXHIBITS 19 Exhibit A - Fixed Assets to be Transferred Exhibit B - List of Real Property, Easements and Encroachments Agreements Exhibit C - List of Property Retained by Bethel Exhibit D - Schedule of Systems Upgrades and Improvements Exhibit E - Bonded Indebtedness 2 STATE OF NORTH CAROLINA COUNTY OF PITT WATER AND WASTEWATER SYSTEMS OWNERSHIP TRANSFER AGREEMENT This Water and Wastewater Systems Ownership Transfer Agreement, hereinafter referred to as "Agreement," is made and entered into by and among the Town of Bethel, a North Carolina municipal corporation, duly organized and existing under the laws of the State of North Carolina, hereinafter referred to as"BETHEL," the Greenville Utilities Commission, a body politic dulyby chartered the State of North Carolina, hereinafter referred to as "the COMMISSION," and the City of Greenville, a North Carolina municipal corporation, duly organized and existing under the laws of the State of North Carolina, hereinafter referred to as "GREENVILLE." The purposes of this Agreement are to: • Assure the provision of high quality, reliable, economical, and safe water and wastewater services within the corporate limits and extraterritorial jurisdiction of BETHEL; and • Provide for the orderly and permanent transfer of responsibility for construction, operation, maintenance, management, and financing of BETHEL's water and wastewater systems, including the transfer of all existing customers, from BETHEL to the COMMISSION; and • Provide for the orderly and permanent transfer of the ownership of BETHEL's water and wastewater systems to GREENVILLE for the use and benefit of the COMMISSION WHEREAS, in accordance with Chapter 861 of the 1992 Session Laws of North Carolina, the COMMISSION has been created for the proper management of the public utilities of GREENVILLE, which shall include an electric, a natural gas, a wastewater, and a water systems (collectively, the "Combined Enterprise Systems") within the corporate limits of GREENVILLE and outside said corporate limits, with responsibility for the entire supervision and control of the management, operation, maintenance, improvement and extension of such public utilities; and WHEREAS, GREENVILLE joins in the execution of this Agreement to indicate its acceptance of the water and wastewater system assets from BETHEL and its consent to the terms hereto; and WHEREAS, Chapter 160A, Article 20, of the General Statutes of North Carolina, Interlocal Cooperation, authorizes and empowers any units of local government to enter into interlocal agreements for the ownership, construction, operation, maintenance, management, and financing of all or portions of water and wastewater systems within or outside the corporate limits of those units of local government; and WHEREAS, BETHEL owns, operates. and maintains water and wastewater systems 3 within and outside its corporate limits; and WHEREAS, BETHEL desires to transfer its water and wastewater systems to GREENVILLE for the use and benefit of the COMMISSION in accordance with the terms and conditions hereinafter stated; and WHEREAS, the COMMISSION agrees to assume full responsibility for the provision of water and wastewater services in BETHEL, including responsibility for BETHEL's water and wastewater systems and related equipment and property rights; and WHEREAS, the COMMISSION further agrees to operate, maintain, and expand said water and wastewater systems to accommodate planned growth and development within BETHEL's corporate limits and extraterritorial jurisdiction (E T J) in accordance with the terms and conditions hereinafter stated. NOW, THEREFORE, for the considerations hereinafter stated, the parties agree as follows: a) This Agreement shall be perpetual. BETHEL, the COMMISSION, and GREENVILLE hereby agree that such perpetual duration is reasonable and necessary considering the purposes of this Agreement. b) No joint agency is established by this Agreement. c) The COMMISSION shall have the sole responsibility and authority to appoint or otherwise employ the personnel necessary for the implementation of this Agreement. d) The responsibility for financing the construction, operation. and maintenance of the transferred water and wastewater systems and any extensions thereof shall be in accordance with the terms of this Agreement. The COMMISSION shall be entitled to the receipt of all revenues from the transferred water and wastewater systems and any extensions thereof. e) BETHEL agrees and grants the authority for appropriate employees of the COMMISSION to work and act in BETHEL as necessary to carry out the purposes of this Agreement as appropriate under the ordinances and regulations of the COMMISSION and BETHEL. f} BETHEL shall transfer to GREENVILLE. for the use and benefit of the COMMISSION, and its assignees or successors, and GREENVILLE, for use and benefit of the COMMISSION and its assignees and successors shall receive, from BETHEL, in accordance with the terms and conditions set forth in this Agreement, the following: i) All pipes, water lines, hydrants, wastewater lines, pump stations, force mains, mains, meters, meter boxes, and service laterals, elevated water tanks, maintenance facilities, and all other appurtenances normally associated with, and owned by BETHEL, and presently in use within BETHEL's water and wastewater systems (See Exhibit A). ii) All of BETHEL's rights, titles and interests in land. easements (express and implied and prescriptive), and encroachment agreements necessary 4 to own and operate BETHEL's water and wastewater systems. All of the property and rights described above shall be hereafter referred to collectively as "the Property" (See Exhibit B). iii) All property currently used in the operation of the water and wastewater systems. but that is to be retained by BETHEL, will be identified prior to the Transfer Date as defined in this Agreement (See Exhibit C). g) BETHEL author izes GREENVILLE and the COMMISSION to exercise eminent domain within the current and future municipal and planning limits of BETHEL for activities necessary to fulfill the COMMISSION's water and wastewater service obligations defined in this Agreement; and h) Transfer of ownership of the water and wastewater systems from BETHEL to GREENVILLE for the use and benefit of the COMMISSION shall be done at no cost to GREENVILLE or the COMMISSION. 1.0 Definitions. The following words and phrases are defined as set forth below when used in this Agreement, unless a contrary meaning is clearly required by the context in which the word or phrase is used: 1.1 Effective Date. The date on which this Agreement is approved and signed by all parties. 1.2 Right to Operate. As defined in Section 3.2. 1.3 Transfer Date or Closing Date. The date on which title or leasehold to the subject water and wastewater systems passes from BETHEL to GREENVILLE for the use and benefit of the COMMISSION. 1,4 Systems. The real and personal property comprising BETHEL's water and wastewater systems which are to be transferred to GREENVILLE for the use and benefit of the COMMISSION. 1.5 Bethel Service Area. Includes the BETHEL corporate limits and up to two miles outside the contiguous corporate limits. 2.0 Transfer Date. The COMMISSION and BETHEL, or their designees, shall be responsible for determining all implementation details related to this Agreement not specifically addressed in this Agreement. The Transfer Date for this Agreement shall be on, or before, July 1 , 2021 or as soon thereafter as may be reasonably practicable. The Transfer Date shall not be delayed unreasonably by either party. 3.0 Responsibility for Transferred Systems. Upon the Transfer Date, the COMMISSION shall assume immediate and sole duty and responsibility for financing, operating, maintaining, improving, and expanding the water and wastewater systems serving BETHEL's existing and future corporate limits and extraterritorial jurisdiction (ETJ) and for all customer billing associated with the Systems. 3.1 Upon transfer of BETHEL'S water and wastewater systems, these Systems shall become the property of GREENVILLE for the use and benefit of the COMMISSION. BETHEL transfers all other rights and authority relating to the water and wastewater systems to the COMMISSION. BETHEL further acknowledges that after the transfer, BETHEL shall have no 5 authority, or rights of claims for any reason, over the operation, maintenance, and extension of said Systems. It is the intent of the transfer of the Systems that the Systems will be incorporated into the existing water and wastewater systems managed and operated by the COMMISSION and these systems shall be operated, maintained, repaired and extended at the sole discretion of the COMMISSION, except as provided for below in paragraph 6.1 regarding new land development. Following the transfer, BETHEL customers shall at all times be treated as retail customers of COMMISSION and shall receive a level of service comparable to that received by all other customers. 3.2 Right to Operate. BETHEL hereby irrevocably grants the COMMISSION the right to design, construct, operate, maintain and perform all related activities required to operate, maintain, expand, upgrade and improve BETHEL's existing water and wastewater systems in accordance with the COMMISSION's water and wastewater systems standards and policies as approved by the COMMISSION and published on the COMMISSION's website at www.guc.com for operation, performance, level of service, reliability, and redundancy ("Right to Operate"). Said Right to Operate includes the encroachment authority for the COMMISSION to operate in all public rights-of-way over which BETHEL has the sole authority or joint authority with the North Carolina Department of Transportation. Said water and wastewater systems standards and policies shall be applied in the BETHEL Service Area to the same extent and in the same manner as applied to other customers of the COMMISSION's water and wastewater systems. In all instances, the COMMISSION, or its authorized contractor, shall be required to restore and repair any street or other property of BETHEL upon the completion of any construction, operation, maintenance, replacement, improvement, or related activity causing damage thereto. Said restoration or repair shall be performed to the COMMISSION's standards. 3.3 Upgrades and Improvements to the Systems. With respect to grant funded projects identified in Exhibit D of this Agreement, the COMMISSION shall undertake and complete all activities relating to the design, construction, startup, and operation, upgrade and improvement projects to the systems as provided therein, as expeditiously as possible. The start and completion of projects identified in Exhibit D will be at the discretion of the COMMISSION, however all improvements identified in Exhibit D are expected to be completed within thirty-six (36) months of the Transfer Date of this Agreement. It is understood that the actual costs for the upgrade and improvement projects may vary from the estimated costs presented in Exhibit D because of changes in scope, site conditions, schedule or other factors beyond the control of the COMMISSION. Potential cost increases resulting from factors beyond the control of the COMMISSION will be recovered through the schedules of rates, fees and charges applied to customers in the BETHEL Service Area. 3.4 Notices of Violation. If fines or penalties are levied by the State of North Carolina for violation of BETHEL's water or wastewater system's permits following the Transfer Date.. payment of fines for notices of violations will be paid by the COMMISSION. Any fines or penalties for actions occurring prior to the Transfer Date shall be paid by BETHEL. 3.5 Rates, Fees, Charges, and Penalties. The COMMISSION shall have the sole responsibility and authority to establish and set rates, fees, charges, and penalties necessary for the operation, maintenance, upgrade, improvement, and expansion of the water and 6 wastewater systems. The COMMISSION will: 1) Set and charge reasonable rates, based on cost of service principles, to all classes of users of the water and wastewater systems, except as set forth in Section 3.3 and subsection 3) hereof. 2) Operate and maintain the water and wastewater systems at the lowest reasonable rates, consistent with the COMMISSION's obligation and commitment to provide proper, efficient, and environmentally sound water and wastewater services now and in the future. g 3) Charge customers located within the BETHEL Service Area a monthly surcharge sufficient to cover the debt service associated with BETHEL'S existing outstanding systems debt, retirement of BETHEL'S outstanding existing debt, other outstanding system liabilities, potential cost increases in accordance with Section 3.3, plus any other costs associated with acquiring Easements, Right-of-way or Encroachment Agreements for BETHEL'S existing systems. The COMMISSION's right to charge and collect the surcharge will expire once all eligible costs provided in this subsection are fully recovered and/or retired. 4.0 BETHEL's Existing Facilities and Property. BETHEL's water and wastewater utility systems provide water and wastewater services to approximately 750 customers through approximately 750 water and 750 wastewater accounts. BETHEL's water distribution system consists of approximately 12 miles of water mains, 1 elevated storage tank, and 2 groundwater supply wells. Part of BETHEL's water is supplied by wholesale contract with the COMMISSION. BETHEL's wastewater collection system consists of approximately 12.5 miles of gravity and pressure mains and 4 wastewater-pumping stations. Wastewater is treated by wholesale contract with the COMMISSION. 5.0 Representation and Warranties by BETHEL. BETHEL makes the following representations and warranties to GREENVILLE and the COMMISSION 1) BETHEL is the sole owner of all water and wastewater lines, pipes, pumping stations, groundwater supply wells, meters, valves, meter boxes, laterals, and any other property transferred under the terms and conditions of this Agreement; and 2) Said facilities, property, land, equipment, information, and data is free and clear of all encumbrances (except as it may be included in the full, faith and credit of BETHEL as a part of existing bonded indebtedness or loans). In the event that BETHEL's bonds have provisions that do not allow the sale of the systems while bonds are outstanding, BETHEL and the COMMISSION agree to enter into a long term leasing arrangement for the portions of the systems that are affected until such time as the bonds are retired. Upon retirement of the bonds, the full ownership transfer will take place. 5.1 Property Transfer. Upon the Transfer Date of this Agreement, a Bill of Sale, Deed and Assignment shall be executed by BETHEL to transfer ownership of all facilities, property, pipelines and appurtenances, land, equipment, financial assets, information, and data subject 7 to this Agreement to GREENVILLE for the use and benefit of the COMMISSION. Such documents shall be sufficient to convey to GREENVILLE for the use and benefit of the COMMISSION, all of BETHEL's right, title, and interest in BETHEL's water and wastewater systems, including easements and rights-of-way, and fee simple transfer of BETHEL'S title to the property for BETHEL'S elevated water tank, two groundwater well sites and four wastewater pumping stations, whether or not recorded. Said rights-of-way shall include the right to operate and maintain the subject water and wastewater systems within any public streets within BETHEL. Any documents needed to memorialize this passage of title shall not be required to contain any warranties of condition or title, except as expressly set forth herein. A Quit-Claim Deed shall be executed by BETHEL to convey all interests in real property and improvements thereto which are subject to this Agreement. BETHEL shall also execute a lease agreement(s), if necessary, as stated in Section 5.0(2). BETHEL shall act in good faith and use its best efforts to assist COMMISSION in establishing title to any portion of BETHEL's water and wastewater systems where ownership may be questioned. A detailed list of real property and easements and encroachment agreements is included, but not limited to items listed in Exhibit B. 5.2 Easements and Encroachments. BETHEL has fully executed and properly recorded Easements and Encroachment Agreements for portions of BETHEL's water and wastewater systems. As a condition of this Agreement, a complete list of all recorded Easements and Encroachment Agreements will be provided to the COMMISSION. To the extent possible, all Easements for BETHEL's water and wastewater systems shall be conveyed by BETHEL, to GREENVILLE for the use and benefit of the COMMISSION by appropriate instruments suitable for recording in the Office of the Register of Deeds of Pitt County, North Carolina. As a condition of this Agreement, BETHEL will provide the COMMISSION with copies of any Encroachment Agreements, Easements, Right-of-Way Agreements and Agreements with third parties it has with the North Carolina Department of Transportation, with any other utility companies, and any other entity. (See Exhibit B). BETHEL may have some facilities installed on the properties of others for which it does not have express Easements, Right-of-way or Encroachment Agreements, and some facilities installed in streets and rights-of-way for which it has no Encroachment Agreements. In the event a landowner on whose land such a facility exists contests the COMMISSION's right to maintain such facilities, the COMMISSION shall notify BETHEL in writing and BETHEL shall act in good faith and use its best efforts to assist COMMISSION to obtain the necessary Easements, Rights-of--Way, Prescriptive Easements, Adverse Possession Easements, Encroachment Agreements, or fee simple titles across said land either by negotiation or by eminent domain. Any reasonable and direct expense borne by the COMMISSION within ten (10) years of the Transfer Date in resolution of these disputed documents shall be calculated and recovered through the monthly surcharge paid by customers located within the BETHEL Service Area. 5.3 Financial Assets and Closeout. The financial records of BETHEL's water and wastewater enterprise funds will be closed as of the Transfer Date of this Agreement. As of this closeout, with the exception of funds necessary to complete existing capital projects that are in process, the full amount of the BETHEL capital reserve and operating fund balances will be due to the COMMISSION to be used for payments of water/wastewater transition and 8 other approved capital and ownership transfer costs. Payment of the fund's equity will be accomplished by a payment of 75% to be made at Transfer Date and the balance to be paid following the Special Audit, as defined below. The accounting for all other asset and liability accounts will transfer at closeout to the COMMISSION's water and wastewater enterprise funds, subject to audit verification by the COMMISSION a n d an independent auditor (the "Special Audit"). BETHEL shall write off all inactive accounts considered uncollectible and adjust other accounts to a current status prior to the COMMISSION's assumption of the financial accounts. 6.0 Expansion and Extension of Water and Wastewater Services. The COMMISSION shall provide, maintain, and extend the water and wastewater systems and facilities as may be required under applicable laws and regulations so as to serve present and future demands, and in particular so as not to impede the orderly growth and development of BETHEL. The COMMISSION and GREENVILLE shall not practice or permit any discrimination against BETHEL in the provision of such services based upon location of the point of service within the BETHEL corporate limits and extraterritorial jurisdiction. GREENVILLE expressly authorizes the COMMISSION to review and, as deemed appropriate by the COMMISSION, approve requests for wastewater system extensions within the BETHEL corporate limits and two miles outside BETHEL's contiguous corporate limits. Any wastewater system extensions within two miles of BETHEL'S contiguous corporate limits shall request approval of the extension from BETHEL and require petition for voluntary annexation to be filed by the property owner(s) with BETHEL. 6.1 Requests for Wastewater Service. Upon the Transfer Date, all future requests for new wastewater service connections will be made to the COMMISSION. Request for new wastewater service to existing lots or tracts that (1) do not include a subdivision of property and (2) lie within the corporate limits of BETHEL will be processed by the COMMISISION without notification to BETHEL. Request for new services for lots or tracts that will be subdivided, require zoning changes, or land use review, will be first presented to BETHEL to assure all zoning and land use requirements have been addressed and then forwarded to the COMMISSION for review and approval of wastewater plans. Requests for Water Service. Upon the Transfer Date, all future requests for new service connections will be made to the COMMISSION. 6.2 Developer Requested Extensions to the Systems. Subject to the provisions of this Agreement, extensions of the subject water and wastewater systems that are undertaken by third-party developers shall be made under the policies published and used by the COMMISSION, and as may be amended from time to time. Said policies shall be uniform throughout the COMMISSION's water and wastewater systems, including those areas affected by this Agreement. The COMMISSION may, at its discretion, make changes to the extension policies as the COMMISSION determines to be appropriate. Said changes shall apply to all portions of the water and wastewater systems operated and maintained by the COMMISSION, including those areas located within BETHEL's Service Area. 7.0 Records Transfer To the best of its ability BETHEL shall transfer to the COMMISSION all available reproducible and electronic copies of any and all records, data, information, and models arising from the construction, operation and maintenance of BETHEL's water and wastewater systems and any other related activity, including projects in progress, and including, but not limited to, the following: 9 1) Construction contracts, drawings, maps, and all other related documents evidencing the condition or location of any portion of the subject water and wastewater systems including such documents as may be in the possession of any engineer or other consultant of BETHEL. 2) Billing, collection, and payment records on all present customers of the subject water and wastewater systems. 3) An accurate tabulation or listing of all actual service locations in the BETHEL systems to be transferred to the COMMISSION from BETHEL, to include: a) Address Number and Street. b) Account Name (if active). c) Billing Address for Each Account Number. d) Account Numbers and all meter reading books and the history of all accounts for the past twelve (12) months. e) One Year's Account History. f) Meter Location Description. 4) Contracts or agreements for the supply of equipment, materials, supplies, and products. 5) Pending applications for water and wastewater services. 6) Contracts or agreements to provide water and or wastewater services currently in effect. 7) Receipts, accounts, and other records of deposits made by all present and past customers of the subject water and wastewater systems. 8) Any and all warranty information on any facilities, property, land, and equipment transferred to the COMMISSION pursuant to this Agreement. 9) Repair, maintenance, trouble, and emergency response records for all portions of BETHEL'S water and wastewater systems. 10) Any and all notices of violation, legal actions, and lawsuits pertaining to BETHEL's water and wastewater systems. 11) Plans, permits, reports, specifications, surveys, etc., for water and wastewater facilities and operations. 12) Number and locations of all unmetered services. 13) Copies of all water and wastewater systems maps. 14) Copies of all Easements and Right-of-Way Agreements 15) Copies of all Encroachment Agreements. 16) Identification of all inside BETHEL customers. 10 17) Identification of all outside BETHEL customers. 18) Record of all assessments for systems extensions. 19) Identification of all taps for which payment has been made. 20) Identification of all backflow prevention installations. 21) Identification of all Pretreatment Program installations. 22) Copies of such records as are necessary to inform the COMMISSION of the location of all facilities of BETHEL for other utility operations. 23) Any other information, data, and records pertaining to BETHEL's water and wastewater systems. 24) Accounts receivable records. 25) Accounts payable records. 26) Communication Tower Agreements. BETHEL agrees that within a reasonable time after the Transfer Date, BETHEL shall submit to the COMMISSION such accounting, commercial, engineering, planning, and facility records pertaining to BETHEL's water and wastewater systems. Prior to the Transfer Date, the COMMISSION, or their designees, shall determine mutually satisfactory administrative details for the transfer of the above referenced records. 8.0 Customer Transfer. As of the Transfer Date, all customers and users of BETHEL's water and wastewater systems shall become subject to all rules, regulations and ordinances of the COMMISSION as the same apply to all users and customers of the water and wastewater systems of the COMMISSION, and as same are now or may hereafter be amended. Such rules, regulations and ordinances and schedule of rates, fees, charges, and penalties as approved by the COMMISSION and published on the COMMISSION's website at www.guc.com shall constitute a part of the Agreement and are incorporated herein by reference. A team comprised of representatives from the COMMISSION and BETHEL shall develop a seamless transfer of customer accounts to the COMMISSION at Transfer Date to provide continuity of account activity after the transfer of ownership. All accounting after the Transfer Date shall be made within the COMMISSION's utility enterprise funds 8.1 Customer Deposits. Prior to the Transfer Date, BETHEL shall refund deposits to its customers or credit customer accounts for deposit balances. 8.2 Water Meter Readings. The transition of meter readings will be coordinated by a joint BETHEL/COMMISSION implementation team. 9.0 Bonded Indebtedness. It is the intent of the COMMISSION and GREENVILLE to issue bonds to retire the existing outstanding bonded indebtedness of BETHEL for water and wastewater facilities covered under this Agreement by the Agreement's Transfer Date. In the event that the new bonds are not issued and BETHEL'S outstanding systems debt is not retired 11 prior to the Transfer Date, then the COMMISSION agrees to pay BETHEL all amounts necessary to enable BETHEL to make all debt service payments until such time that the new bonds are issued or the outstanding systems debt is fully retired. A statement of BETHEL's outstanding bonded indebtedness and a schedule of the debt service to be made pursuant to this provision of the Agreement shall be submitted to the COMMISSION prior to the Transfer Date of this Agreement (See Exhibit E). BETHEL agrees to cooperate with the COMMISSION in determining opportunities for early retirement or refinancing of any of the outstanding debt, when such adjustments are permitted by the bonding agencies, and the COMMISSION retains the right to exercise an option of debt refinancing, or retirement if costs to the water and wastewater utility can be lowered as a result. 10.0 Prior Agreements. Except for the Agreement, dated March 17, 1999, among BETHEL, PITT COUNTY, GREENVILLE AND COMMISSION, which requires GREENVILLE, PITT COUNTY and the COMMISSION to pay debt service on a previous project to BETHEL, with said debt payments being concluded on May 1, 2023, all prior agreements, not in conflict with the Agreement among BETHEL, the COMMISSION, and GREENVILLE pertaining to water and wastewater services are rescinded as of the Transfer Date. 10.1 BETHEL Commitments to Private Third Parties. BETHEL warrants that BETHEL has no prior commitments or agreements with developers of residential or non-residential projects inside or outside the corporate boundaries of BETHEL. BETHEL further warrants and agrees that BETHEL shall not enter into any contract or agreement, relating to the BETHEL water and wastewater systems, with third parties between the Effective Date and the Transfer Date. 10.2 BETHEL Commitments to Public and Private Entities. BETHEL warrants that BETHEL has no existing vendor agreements, including commitments to Communication Firms for Transmission on BETHEL's water and wastewater assets, or agreements with any other public entity, except the COMMISSION, relating to water and wastewater services. BETHEL further warrants and agrees that BETHEL shall not enter into any such agreements between the Effective Date and Transfer Date. 10.3 Discriminatory Agreement Disclaimer. No existing special, discriminatory agreements with specific customers will be continued, honored, or assumed by the COMMISSION. BETHEL represents and warrants to the COMMISSION that there are no discriminatory agreements between BETHEL and any customer or user of BETHEL's water and wastewater systems which will or may survive this Agreement and be binding upon the COMMISSION. For purposes of this Agreement, a discriminatory agreement is any agreement, contract or other understanding between BETHEL and any customer or user of BETHEL's water and wastewater systems that provides that: 1. Water and wastewater services be extended and provided in a different manner than such service is extended and provided to the remaining customers or users of BETHEL's water and wastewater systems as to quality, quantity, or any other aspect of extending and providing such service. 12 2. Water and wastewater services be extended and provided upon the payment of a different schedule of rates, fees, charges, or penalties than is imposed upon the remaining customers or users of BETHEL's water and wastewater systems. 3. Water and wastewater services be extended and provided at a different cost or schedule for reimbursement of costs or any other aspect of paying for the extension and provision of water and wastewater services than is imposed upon the remaining customers or users of BETHEL's water and wastewater systems. In the event that an unlawful o r discriminatory agreement exists and survives this Agreement, and is determined to be binding upon the COMMISSION and/or GREENVILLE, BETHEL shall indemnify and hold the COMMISSION and GREENVILLE harmless from any and all demands, claims, or actions (including the reasonable costs, expenses and attorney fees incurred by the COMMISSION and GREENVILLE, of such illegal or discriminatory agreement. Further, BETHEL shall indemnify and hold the COMMISSION and GREENVILLE harmless from any and all demands, claims, or actions, without regard to the relief sought or awarded and without regard to whether the claim, demand or action is raised by a party to the discriminatory agreement. 11.0 Conflict/ Default Resolution. Mediation/Binding Arbitration. In the event of a dispute between the parties which the parties are unable to resolve, the parties shall submit their dispute to non-binding mediation before a mutually agreeable mediator prior to initiating litigation. If the parties are unable to agree upon a mediator within thirty (30) days after failing to resolve the dispute, either party may petition a Court of competent jurisdiction for the designation of a qualified mediator for these purposes. Each party shall bear its own costs and expenses of participating in the mediation (including, without limitation, reasonable attorneys' fees), and each party shall bear one-half (%) of the costs and expenses of the mediator. Unless otherwise agreed, the parties will hold mediation in Greenville, North Carolina. The mediation shall be held and conducted pursuant to the Rules of the North Carolina Supreme Court Implementing Statewide Mediated Settlement Conferences in Superior Court Civil Actions, and matters discussed or revealed in the mediation session shall not be revealed in any subsequent litigation. In the event the matter is not resolved in mediation, either party may request arbitration. The parties shall jointly select an Arbitrator and shall be bound by the decision of the Arbitrator with respect to any dispute between the parties with respect to this Agreement. If the parties are unable to mutually agree upon an Arbitrator, the parties shall each select an Arbitrator, and the two Arbitrators so selected shall select a third Arbitrator, and the decision of the majority of the Arbitrators shall be conclusive and binding upon the parties. The parties at all times agree to equally split the costs of any Arbitrator(s) selected in an effort to resolve the dispute between the parties. Any party desiring to resolve a dispute under the terms of this Agreement shall notify the other party in writing, and the parties shall seek to agree upon a mutually agreed-upon Arbitrator within a period of ten (10) days from the date of such written demand. If the parties are unable to agree within such ten (10) day period, the parties shall each select an Arbitrator, and the two (2) Arbitrators so selected shall select a third Arbitrator within fifteen (15) days from the date of the written demand for arbitration, and a decision shall be rendered by the Arbitrator(s) so selected within five (5) days after such Arbitrator(s) is selected. 13 12.0 Environmental Permit Requirements. BETHEL and the COMMISSION acknowledge that the transfer of ownership of BETHEL's water and wastewater systems to GREENVILLE, for the use and benefit of the COMMISSION, and anticipated population growth in the utility service areas served thereby, will require the COMMISSION to obtain specific State regulatory permits. These permits may be expected to include requirements for adoption of environmental conditions, requirements, and mitigation measures, including land use regulations and restrictions, at the municipal level. In the event such conditions, restrictions, and mitigation measures are imposed by State regulatory authorities as a condition of permit issuance for the operation, upgrade, or expansion of utility services contemplated hereunder, BETHEL agrees to duly adopt by ordinance, or otherwise, and to make effective within its corporate limits and extraterritorial jurisdiction area, as applicable, such conditions, restrictions and mitigation measures. 13.0 Delegation of Permitting Authority. BETHEL shall adopt a resolution or ordinance as may be required to support the delegation of water and wastewater systems permitting authority to the COMMISSION from the North Carolina Department of Environment and Natural Resources, Division of Environment Health and Division of Water Quality, within the jurisdiction of BETHEL. 14.0 Amendment to Agreement. This Agreement may be amended only by a document in writing, approved by BETHEL, the COMMISSION, and GREENVILLE, and executed by the duly authorized officials. 15.0 Customer Notification. BETHEL agrees to use all practical means, including direct mailing, to notify customers of changes associated with the transfer of ownership as stipulated in this Agreement. Such notification shall include information on schedule and mechanics of transfer and information concerning the COMMISSION's policies and procedures. 16.0 Severability. It is hereby the declared intention of BETHEL, the COMMISSION, and GREENVILLE that the paragraphs, sections, sentences, clauses, and phrases of this Agreement are severable. If one or more paragraphs, sections sentences, clauses, or phrases shall be declared void, invalid, or otherwise unenforceable for any reason by the valid, final judgment or decree of any court of competent jurisdiction, such judgment or decree shall not affect the remaining provisions of this Agreement and the same shall continue to be fully effective and enforceable on the basis that said remaining provisions would have been agreed to by BETHEL, the COMMISSION, and GREENVILLE without the incorporation of such void, invalid, or otherwise unenforceable paragraph, section, sentence, clause, or phrase. 17.0 Notices. Whenever written notice is required under this Agreement, said notice shall be sufficient when received by BETHEL, the COMMISSION, and GREENVILLE. Said notice may be mailed or hand delivered but shall not be effective unless received. 18.0 Covenant of Good Faith and Fair Dealing. BETHEL, the COMMISSION and GREENVILLE shall cooperate and act in good faith to perform their obligations under this Agreement and shall refrain from any action inconsistent with their contractual rights or obligations that would prejudice or injure the other party's rights to receive the benefits of this Agreement. 14 19.0 Third Party Beneficiaries. Nothing in this Agreement shall provide any benefit to any third party or entitle any third party to any claim, cause of action, remedy or right of any kind, it being the intent of the parties that this Agreement shall not be construed as a third party beneficiary contract. [SIGNATURE PAGES FOLLOW] 15 Approved this' day of / 202 . TOWN OF BETHEL By: - iL '"' Gloristine Brown, Mayor Attest: ttt ... ica Britt, TownClerk z O... 0 R Poo [SEAL] 19 • ttttt PREAUDIT CERTIFICATION: """"t't,,` This instrum nt has been preaudited in the manner required by the Local Government Budget a i I rol Act. Finance Di ctor GREENVILLE UTILITIES COMMISSION OF THE CITY OF GREENVIL , NC By: . Pa r Overton, air Attest: GlikeE lc OFFICIAL Z Minni J. And on, Secretary ril ‘t,SEAL Nortb [SEAL] S CONO` PREAUDIT CERTIFICATION: This instrument has been preaudited in the manner required by the Local Government Budget and Fiscal Control Act. (-App7d es b Form Finance Dire c or 16 P m Gene I Counsel CIT OF G B .J Connelly, Mayor Attest: 70d1,01t-; tA Va�eri- •- City Clerk 0R P• a• >r ., I,F J ATION This ins . --- as been preaudited in the manner required by the Local Government Budget and Fiscal ontrol Ac na NORTH CAROLINA PITT COUNTY (V .Itt A (�"j j . , a Notary Public for the aforesaid County and State, do hereby certify tha JESSICA BRITT personally appeared before me this day and acknowledged that she is the Town Clerk of the Town of Bethel, and that by authority duly given and as an act of the Town of Bethel, the foregoing instrument was signed in its name by GLORISTINE BROWN, its Mayor, sealed with its official seal and attested by her as its Town Clerk. WITNESS my hand and official stamp or seal, this the 9 \ day of (Apo ( 20\ . Mp:TARY PUBLIC c.NCE My Commission Expires: \O 1c ('?. : `0 '' ' O.c p'R Y � '• U +eG �\G 2 P U 8 '''A/TT CO��,'',` 17 NORTH CAROLINA PITT COUNTY I, \—\Mk,, L D 0 4. , a Notary Public for the aforesaid County and State, do hereby certify that MINNIE J. ANDERSON personally appeared before me this day and acknowledged that she is the Secretary of Greenville Utilities Commission, and that by authority duly given and as an act of Greenville Utilities Commission, the foregoing instrument was signed in its name by V. PARKER OVERTON, its Chair, sealed with its official seal, and attested by herself as the Secretary, all pursuant to the authority of the Board of Commissioners of Greenville Utilities Commission. WITNESS my hand and official stamp or seal, this the day of 20°' . aYY1LA-0G aCC OTARY PUBLIC �11111Upp My Commission Expires: 5 ")-‘eS a a,eo �``��� WAO•������'' 1 P 0ZAI s O V Us�i��, NORTH CAROLINA CO1��1 PITT COUNTY ,N't I, Q,CINAL , bl., /2t am a Notary Public of the aforesaid County and State, certify that VALERIE SHIUWEGAR personally came before me this day and acknowledged that she is City Clerk of the City of Greenville, North Carolina, and that by authority duly given and as the act of the City of Greenville, North Carolina, the foregoing instrument was signed in its name by P.J. CONNELLY, its Mayor, sealed with its official seal and attested by her as its City Clerk. WITNESS my hand and official stamp or seal, this the 30 day of a11ct,l , 20 21 . sall1{ 1 \c t*N.\ ''JJ�� NOTARY PUBLIC Z, hV My Commission Expires: CC.V(Arlei Camillia Smith NOTARY PUBLIC Pitt County, NC My Commission Expires October 25,2023 18 EXHIBIT A TOWN OF BETHEL FIXED ASSETS TO BE TRANSFERRED The list of Fixed Assets ownership to be transferred by Bethel under this Agreement is as follows: A. Water System (1) All water distribution system pipelines, services, valves, hydrants, meter boxes, meters, buildings, and all other appurtenances associated with the Bethel water distribution system. (2) One 500,000-gallon elevated water storage tank and all appurtenances associated with the tank's operation. (3) 2 groundwater supply wells and all buildings and appurtenances associated with the operation of the wells. B. Wastewater System (1) All wastewater system pipelines, services, manholes and all other appurtenances associated with the wastewater system's operation. (2) Four (4) wastewater pumping stations, typically identified as the North Side PS, East Side PS, West Side PS and Main PS and all buildings and appurtenances associated with the pumping stations' operation. Exhibit B-List of Real Property,Easements and Encroachments Agreements IOM Parcel No. Street Address-location Recordation Info-Date Property Owner Site Type-PS-Well-Esmt Notes 1 12242 _Cherry&Ives Bk A34 Pg 71(1963) Jo Burt Johnson 20'sewer easement-centered North Lift/Pump Station on same parcel 2 18334 Cherry&Ives Bk A34 Pg 69 Floyd Thomas 20'sewer easement-centered 3 29605 Whitehurst&(Williams) Bk A34 Pg 85(1963) Jesse White pump station 0.60 ac. well site 4 26267 Barnhill Bk K42 Pg 10 Pitt Co.Bd.Of Ed 10'sewer easement Old Bethel Union High 5 03827/81855 Lewis Bk K42 Pg 15 Frances Carson 20'sewer easement-centered Bk 042 Pg 613/Bk P42 Pg 403 well,access and water easement (PN (PN 21094-1974)(PN 01501- 21094-Well and Water Tower) (PN 6 01501/21094/69651 Smith-Spier 12003) Margaret Hodges 01501-East Lift Station) MB 22 Pg 190/190A 14264/77074/20674/20672/76 Railroad,Washington and 15./50'construction and 20' 7 999/79304/80021/06572 Norfolk Bk 542 Pg 402 Smith/Manning/Blount permanent easement MP 22 pg 191 approximately 13.65 acres(18 acres 8 29607 Price&Creek Bank Bk E35 Pg 346(1965) Daisy Etheridge less 2.51 and 1.082 -2014) Main Pump Station;MB 33 Pg 106 Tract 2 9 01655/01611/01614/06569 Chatham and Church Bk 319 Pg 246 Ferrell Blount 20'utility-water&sewer 01686/06574/25990/25991/27 M.O.Blount&Eastern 10 693 E.Railroad&E.Washington Bk 341 Pg 219&224 Realty pump station and 20./30'easement Bk 1574 Pg 845/Bk 1798 Pg 11 01650/01604 Washington Street 377 Judson and Marion Blount 20'sewer&water easement MB 59 Pg 78 12 27675 Washington Street Bk 1574 Pg 851 County of Pitt 20'sewer&water easement MB 59 Pg 78 Mid East Regional Housing 13 35654 Washington Street Bk 1574 Pg 860 Authority 20'sewer&water easement MB 59 Pg 78 14 03033 US 264A/CSX RR Bk 1574 Pg 857 Living Water FWB 20'sewer&water easement MB 59 Pg 83 15 01861 US 264A/CSX RR Bk 1574 Pg 848 J.R.Bunting 20'sewer&water easement MB 59 Pg 83 16 01649 US 264A/CSX RR Bk 1574 Pg 854 Margaret Harvey 20'sewer&water easement MB 59 Pg 83 17 01501 US 264A/CSX RR Bk 1574 Pg 863 David Speir 20'sewer&water easement MB 59 Pg 83 18 06577 US 264A/CSX RR Bk 1574 Pg 611 Eastern Realty 20'sewer&water easement MB 59 Pg 83 19 24040/24042/24051 RR/Washington/Whitfield Bk 1574 Pg 867 Almyra Watson 20'sewer&water easement MB 59 Pg 84 20 27675 East&Quail Ridge unrecorded Pitt Co.Bd.Of Ed. 10'sewer easement 9/4/1979 21 21092 Washington Street/ Bk 2010 Pg 231 Fredric Whitehurst 15'utility easement 22 79227 Bypass&NC30 Bk 2640 Pg 228(2009) Isabelle Gurganus Transfer Station/Water Interconnect MB 72 Pg 61 23 44007 NC11(near Alpine&Futrell) Bk 2883 Pg 498 Wm.Hemingway 20 utility easement 24 13417 Main&Washington Bk 3012 Pg 733 Ramon Latham 12 utility easement 25 09330/82401/82941 NC 11 &NC30 Bk 3290 Pg 83 Girganus 30'access to 79227 MB 78 Pg 53 00016/00020/08172/17634/07 Whitehurst,Blount,Mayo, 314/21083/22296/14129/2452 Bunting,Thompson,Grimes, 26 7/24734/00780 South side Railroad St unrecorded Roberson,Beasley sewer line-no dimensions N/A(1967 ca.) Nelson,Whitehurst,Brown, 27 01612/01610/03244/24526 US 64-Washington unrecorded Carson 10'water easement 6/29/1967 28 24041 South railroad St.Ext Bk y49 Pg 241 Watson lift station 05882/01676/10751/10752/75 29 987 McWhorter& Hammond unrecorded(3-31-1953) W.C.Whitehurst no dimensions US 64&side St(645'east of west Municipal Agreement W.0 6.221142 Code ' 30 various City Limits 2,724'(40'r/w) unrecorded(10-03-1959) NC Dept.of Transportation encroachment 9.80211 Page 1 of 2 Exhibit B-List of Real Property,Easements and Encroachments Agreements IDN Parcel No. Street Address-Location Recordation Info-Date Property Owner Site Type-PS-Well-Esmt Notes A tract or parcel of land at the northeast corner containing approximately 1 acre of land only surrounding the Town of Bethel's West Lift Station together with an Access Easement for Ingress,Egress,and Regress;total tract of 14 acres Town Recreation Park which remains 31 51275 US 264A/W Washington St Bk 41 Pg 69(1991) West Lift Station with Town of Bethel a, , i• ii ' r 11:e.- , -'ete,t1,14"7, . 444ditWO- ' t.1''' `-ts . ' ati,��-ia J �', ' _ ,� q H ; ► Po - L i 40koktleilir%4 As r �J� , Ei. ,. l 'C?. L.' Altat- y • i,r 4 • t� sl li i t f $' i f I , ...\ N. * i r i r `• .t t t • kt :-L4t- # ii .... , ..-e- , ,. le.4111AL A. r :IP .. ript. : _ i .0 4i frel ' ` -.......t a AMA Pav )of ) Exhibit C - List of Property Retained by Bethel FYE 6/30/2020 Group: 004 Vehicles Asset Date in Prior Current End Net Book Depr. No. Description Service Cost Depreciation Depreciation Depreciation Value Method Period 111 Jet Vac Truck 1/22/2003 85.266 85,266 0 85,266 0 S/L 7.0 004 Vehicles 85,266 85,266 0 85,266 0 Grand Total 85,266 85,266 0 85,266 0 EXHIBIT D TOWN OF BETHEL WATER AND WASTEWATER SYSTEMS' UPGRADES AND IMPROVEMENTS The Upgrades and Improvements to be done to Bethel's water and wastewater systems under this Agreement are as follows: WATER SYSTEM PROJECTS 2-inch Galvanized Iron Water Main Replacement This portion of the project includes 1,500 LF of galvanized water main replacement with PVC water main. The following items are included in this portion of the project: 260 LF of 6-inch PVC water main from Gray St. to Redwood St. 375 LF of 6-inch PVC water main along Redwood St. 640 LF of 2-inch PVC water main from Redwood St. to service at end of line. 225 LF of 2-inch PVC water main along Martin St.to service at end of line. Hydrants, Fittings, Valves and Associated Appurtenances 6-inch Water Main Extension Interconnect This portion of the project connects an existing GUC 6-inch water main with an existing Town of Bethel 6-inch water main on the western side of the system. The following items are included in his portion of the project: Approx. 5,100 LF of 6-inch PVC water main Hydrants, Fittings,Valves and Associated Appurtenances Replacement of Water Meters This portion of the project replaces all existing Town of Bethel water meters with meters that match the existing kind used in the GUC system. The following items are included in this portion of the project: 750 water meters Well#3 Rehabilitation This portion of the project rehabilitates the existing well #3 and improves it to meet GUC and industry standards. The following items are included in this portion of the project: Exhibit D Page 2 Well condition assessment Well rehabilitation work(screen repair, new pump, and motor,well control panel and hardware) Demo existing pump building and valve vault New above ground piping Flow meter New 12x40 precast building Static Mixer Chemical feed pumps Chemical feed piping Chemscan analyzer PH analyzer Emergency shower and eyewash station Leak detector Site electrical improvements Instrumentation Miscellaneous Distribution System and Existing Elevated Tank Improvements This portion of the project includes miscellaneous improvements throughout the existing Town of Bethel distribution system and at the elevated tank.The following items are included in this portion of the project: Pressure points Sampling stations Auto flushers Multiparameter Portable Colorimeter Bidirectional flow meter Replace existing chemical booster pump and feedlines at interconnect Elevated tank assessment Elevated tank overflow pipe repair Elevated tank mixer Elevated tank painting WASTEWATER SYSTEM PROJECTS Wastewater Pumping Stations Replacements The North Side Pump Station will be replaced with a new 125-gpm duplex Pumping station. The proposed station will incorporate the latest requirements of the NCDECt Minimum Design r Exhibit D Page 3 Criteria for best practices, redundancy, and safety, as well as SCADA compatible with the existing Greenville Utilities SCADA system. The Main Pump Station will be replaced with a new 960-gpm duplex station and constructed on a new parcel out of the 100-year flood plain. The proposed station will incorporate the latest requirements of the NCDEQ Minimum Design Criteria for best practices, redundancy, and safety, as well as SCADA compatible with the existing Greenville Utilities SCADA system. Collection System Repairs The point repairs identified by the CCTV work and included in this project are those that are deemed a priority due to the risk of potential SSO posed by the observed defect. The manholes identified with severe defects will be lined or grouted as necessary to prevent infiltration. Exhibit E - Town of Bethel Debt Schedule Balance Issuance at 6-30-2020 Issue Amount Interest Rate Issue Date Maturity Date Jet Vac Sewer Truck Installment Purchase' $ 46,318.00 N/A 4.5000% N/A 2024 NC DEQ- DWI Clean Water-E-SRF-T-99-0104 434,358.60 $ 2,895,724.00 2.5500% 1/3/2002 5/1/2023 NC DEQ- DWI Clean Water-E-SRF-T-02-0116 93,192.75 621,285.00 2.5500% 3/2/2003 5/1/2023 General Obligation Sanitary Sewer Bond, Series 2004 USDA 1,048,000.00 1,320,000.00 4.5000% 9/20/2004 6/1/2044 Water and Sewer Revenue Bond,Series 2011 USDA 1,583,000.00 1,766,000.00 3.3750% 8/17/2011 6/1/2051 Water and Sewer Revenue Bond,Series 2012A USDA 227,000.00 256,000.00 2.1250% 9/24/2012 6/1/2052 Water and Sewer Revenue Bond, Series 2012B USDA 362,000.00 406,000.00 2.1250% 9/24/2012 6/1/2052 $ 3,793,869.35 $ 7,265,009.00 'The Town of Bethel plans to sell the Jet Vac Truck; proceeds from the sale will be remitted back to the enterprise fund. State of North Carolina DINR Department of Environmental Quality Division of Water Resources 15A NCAC 02T.0400—SYSTEM-WIDE WASTERWATER COLLECTION SYSTEMS Division of Water Resources INSTRUCTIONS FOR FORM CSA 04-16& SUPPORTING DOCUMENTATION Documents shall be prepared in accordance with 15A NCAC 02T .0100, 15A NCAC 02T .0400, and all relevant Division Policies. Failure to submit all required items will necessitate additional processing and review time. For more information, visit the System-wide Collection System Permitting website: General—When submitting an application to the Pretreatment,Emergency Response,&Collection Systems(PERCS)Unit, please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of requested additional information. The Applicant shall submit one original and one cope of the application and supporting. documentation. A. Cover Letter ® Submit a cover letter listing all items and attachments included in the permit application package B. No Application Fee Required > No application fee is necessary. The permittee will be billed an annual fee upon issuance of the permit > The appropriate annual fee for systemwide wastewater collection system permits may be found at: ➢ Annual Non-Discharge Fees C. System-Wide Wastewater Collection System (FORM: CSA 04-16)Application: ® Submit the completed and appropriately executed System-wide Wastewater Collection System (FORM: CSA 04- 16) application. Any unauthorized content changes to this form shall result in the application package being returned. If necessary for clarity or due to space restrictions, attachments to the application may be made, as long as the attachments are numbered to correspond to the section and item to which they refer. ❑ If the Applicant Type in Section 1.3 is a Privately-Owned Public Utility, provide the Certificate of Public Convenience and Necessity(CPCN)from the North Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the wastewater collection system, or ❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an application for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval is expected. ❑ If the Applicant Type in Section I.3 is a corporation or company, provide documentation if it is registered for business with the North Carolina Secretary of State. D. General Information: > The Authorized signing official listed in Section 1.4 should match with that of the Applicant certification page in accordance with 15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T .0106(b). ➢ NOTE - Public Works Director's are not authorized to sign this permit application according to the rule unless they are delegated. INSTRUCTIONS FOR APPLICATION CSA 04-16& SUPPORTING DOCUMENTATION Page 1 of 5 E. Summary of Attachments Required: • Instruction A: Cover Letter Instruction C: Application ❑ Instruction C: Ownership Documentation (i.e. CPCN) (If necessary) ❑ Instruction D: Delegation Letter(If necessary for signing official) • Section IV.3 Pump Station List • Section IV.4 High Priority Lines List ▪ Section V.4 Annual Budget for Collection System (Updated and Approved) • Section V.6 Capital Improvement Plan(Updated and Approved) • Section VI.2 Response Action Plan ® Section VI.4 Contingency Plan ® Section VI.6 Comprehensive Collection System Map ❑ Section VII Note Any Potential Compliance Issues THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND MATERIALS,SHOULD BE SENT TO: NCDEQ-DWR Water Quality Permitting Section PERCS UNIT By U.S.Postal Service: By Courier/Special Delivery: Attn: PERCS Unit Supervisor 512 N.SALISBURY ST.Suite 925 1617 MAIL SERVICE CENTER RALEIGH,NORTH CAROLINA 27604 RALEIGH,NORTH CAROLINA 27699-1617 TELEPHONE NUMBER: (919)807-6300 INSTRUCTIONS FOR APPLICATION CSA 04-16& SUPPORTING DOCUMENTATION Page 2 of 5 I. APPLICANT INFORMATION: 1. Applicant's name(Municipality,Public Utility,etc):Greenville Utilities Commission 2. Facility Information: Name: Greenville Utilities Commission Collection System Permit No.: WQCS00014 3. Applicant type: ® Municipal ❑ State ❑Privately-Owned Public Utility ❑County ❑ Other: 4. Signature authority's name:Randall D.Emory.PE per 15A NCAC 02T.0106(b) Title:Director of Water Resources 5. Applicant's mailing address:PO Box 1847 City: Greenville State:NC Zip:27835-1847 6. Applicant's contact information: Phone number: (252)551-1551 Fax number:(252)551-1598 Email address: emoryrd@guc.com II. CONTACT/CONSULTANT INFORMATION: 1. Contact Name:J. Scott Farmer,PE 2. Title/Affiliation: Water Resources Systems Engineer 3. Contact's mailing address:PO Box 1847 4. City:Greenville State:NC Zip:27835-1847 5. Contact's information: Phone number: (252)551-1529 Fax number:(252)551-1598 Email address: farmerjs@guc.com III. GENERAL REQUIREMENTS: 1. New Permit or Permit Renewal? ❑New ®Renewal 2. County System is located in: Pitt County 3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system: Owner(s)&Name(s): Greenville Utilities WWTP 4. WWTF Permit Number(s): NC0023931 5. What is the wastewater type? 91 %Domestic or 9%Industrial(See 15A NCAC 02T.0103(20)) y Is there a Pretreatment Program in effect?®Yes or❑No 6. Wastewater flow: 11.82 MGD(Current average flow of wastewater generated by collection system) 7. Combined permitted flow of all treatment plants: 17.5 MGD GUC WWTP 8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T.0114 or®Representative Data 9. Population served by the collection system:95,643 APPLICATION CSA 04-16 Page 3 of 5 N. COLLECTION SYSTEM INFORMATION: 1. Line Lengths for Collection System: Sewer Line Description Length Gravity Sewer 422(miles) Force Main 93 (miles) Vacuum Sewer 0(miles) Pressure Sewer 0(miles) 2. Pump Stations for Collection System: Pump Station Type Number Simplex Pump Stations(Serving Single Building) 0 Simplex Pump Stations(Serving Multiple Buildings) 0 Duplex Pump Stations 44 3. Submit a list of all major(i.e.not simplex pump station serving a single family home)pump stations. Include the following information: ➢ Pump Station Name ➢ Physical Location ➢ Alarm Type(i.e.audible,visual,telemetry, SCADA) ➢ Pump Reliability(Can convey peak hourly wastewater flow with largest single pump out of service) ➢ Reliability Source(permanent/portable generator,portable pumps) ➢ Capacity of Station(Pump Station Capacity in GPM) 4. Submit a list of all high priority lines according per 15A NCAC 02T.0402(2)known to exist in the collection system. Head the list with"Attachment A for Condition V(4)"and include the system name. ➢ Use the same line identification regularly used by the applicant ➢ Indicate type of high priority line(i.e.aerial),material and general location V. COLLECTION SYSTEM ADMINISTRATION: 1. Provide a brief description of the organizational structure that is responsible for management, operation and maintenance of the collection system. See attached description and organizational chart. 2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201 Main ORC Name: Bryan P. Bland Certification Number: 996330 Back-Up ORC Name: Georee Earl Fuller Certification Number: 997248 Back-Up ORC Name: Thomas Keith Fisher Certification Number: 1009344 Back-Up ORC Name: Earl Wayne Wilson Certification Number: 998460 See the"WQCS Contacts and ORC Report"for a current listing of the ORC(s)the Division has on file for WQCS permit 3. Approximate annual budget for collection system only: $3,649,177 4. Submit a copy of your current annual budget. 5. Approximate capital improvement budget for the collection system only: $ 12.448,062 6. Submit a copy of your current capital improvement plan. APPLICATION CSA 04-16 Page 4 of 5 7. Is this collection system currently a satellite system❑Yes or®No 8. Do any satellite systems discharge to this collection system®Yes or❑No(If yes complete table below) Satellite System Contact Information(Name,Address,Phone Number) Town of Grimesland PO Box 147,Grimesland,NC 27837(252-752-6337) Complete for Satellite Systems that have a flow or capacity greater than 200,000 GPD(Average daily flow) 9. List any agreements or ordinances currently in place to address flows from satellite systems: Interlocal Agreement with the Town of Grimesland dated August 21, 1996 VI. COLLECTION SYSTEM COMPLIANCE: 1. Is a Response Action Plan currently in place®Yes or❑No 2. If Yes,submit a copy of the Response Action Plan or see table 6 below. 3. Is a pump station contingency plan currently in place?®Yes or❑No 4. If Yes,submit a copy of the pump station contingency plan or see table 6 below. 5. Is a comprehensive collection system map currently in place? ®Yes or❑No 6. Submit a submit a copy of the collection system map(CD or hardcopy)or indicate a schedule for completion 7. Thoroughly read and review the System-Wide Collection System Permit Conditions. Typically compliance schedules are only offered to NEW permit applicants and NOT permit renewals. Any compliance dates must be included within the permit prior to issuance or the permit holder will be found in violation upon inspection. Current If no,Indicate a Typical Permit Condition Compliance Compliance Compliance? Date Schedule I(4)—Grease ordinance with legal authority to inspect/enforce ®Yes ❑ No 12—18 mo. I(5)— Grease inspection and enforcement program ®Yes ❑ No 12— 18 mo. I(6)—Three to five year current Capital Improvement Plan. ®Yes ❑ No 12— 18 mo. I(8)—Pump station contingency plan ®Yes ❑No 3 mo. I(9)—Pump station identification signs. ®Yes ❑No 3 mo. I(11)—Functional and conspicuous audible and visual alarms. ®Yes ❑No 3—6 mo. II(5)—Spare pumps for any station where one pump cannot handle peak flows alone(in a duplex station,the 2"pump is ®Yes ❑No 6—9 mo. the spare if pump reliability is met). II(7)—Accessible right-of-ways and easements. ®Yes ❑No 6— 12 mo. II(9)—Response action plan with Items 9(a—h). ®Yes ❑No 3 mo. III(3)—Comprehensive collection system map ®Yes ❑No 10%per year For conditions not listed,compliance dates are not typically offered. List any permit conditions that may be difficult for the applicant to meet(attach clarification if needed): It should be noted that the Town of Bethel has negotiated with Greenville Utilities Commission(GUC)for a transfer of ownership of sewer assets to the Greenville Utilities Commission which is planned for June 30,2021. This permit renewal includes the Town of Bethels assets,and the system will operate under the provisions of the GUC Collection System permit which meets all of the conditions above. It should also be noted that the State has awarded Bethel$3 Million Dollars for wastewater system improvements that will be incorporated into a series of capital projects. APPLICATION CSA 04-16 Page 5 of 5 VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T.0106(b): I, Randall D.Emory attest that this application for Greenville Utilities Commission (Signature Authority's Name&Title from Item I.4) (Facility name from Item I.1) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting information and attachments are not included,this application package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civi enalties p to$25,000 per violation. (, Signature: �--'R ��"Je-- Date: 7L-t'(A APPLICATION CSA 04-16 Page 6 of 5 GREENVILLE UTILITIES COMMISSION WASTEWATER COLLECTION SYSTEM PERMIT APPLICATION Part V, Item 1 Organizational Structure Description eig ht Greenville Utilities Commission (GUC) is governed by an g ht member Board of Commissioners appointed by the Greenville City Council. The day-to-day operations of the Commission's four utilities (electric, water, wastewater and gas) is directed by a full time General Manager/CEO. Each utility is managed by a full time Director who answers directly to the General Manager. The Water Resources Department is responsible for the operation and management of the water and wastewater systems of the Commission and has 124 full time positions dedicated to the operation of these systems. Thirty-seven of these positions are assigned fulltime to the operation of the wastewater collection and treatment facilities. The remaining 87 positions are dedicated to operations of both the water and wastewater systems. The organizational structure of GUC Senior Management and the Water Resources Department is attached. GREENVILLE UTILITIES COMMISSION ORGANIZATION CHART General Manager/CEO Governing Body& Human Information Customer Administration Finance Resources Technology Relations Electric Water Resources Gas 15 Positions 58 Positions 9 Positions 37 Positions 38 Positions 145 Positions 124 Positions 55 Positions General Finance Manager's Administration Engineering Engineering Engineering Office 9 Positions 17 Positions 13 Positions 10 Positions 5 Positions Public Accounting Information 6 Positions Director's Office Director's Office Director's 6 Positions Office 5 Positions Office 6 4 Positions Stores Pncitinnc Business 8 Positions Substation/ O/M Systems Development Control Wastewater 32 Positions Office Plant 18 Positions Fleet 1 Position 30 Positions 13 Positions Utility Locating Service O/M System ..1 Legal Services O/M 7 Positions Risk Mgmt 60 Positions Water/Sewer 3 Positions System 4 Positions 48 Positions Tem orar Facilities Mgmt Load Mgmt p y 5 Positions Allocations 5 Positions Water Plant 2 Positions 27 Positions Collections Dispatching 9 Positions 7 Positions Analytics Meter 4 Positions 33 Positions 2 Updated 6/22/21 6/24/21 WATER RESOURCES ORGANIZATION CHART WATER RESOURCES SENIOR ADMINISTRATIVE DIRECTOR ASSISTANT 4 Randy Emory ASSISTANT DIRECTOR Lou Anne Baker David Springer Customer Records Clerk Nikia Manual Staff Support Spec.II 4 Stephanie Talbott WATER QUALITY MANAGER CONSTRUCTION/CONTRACTS (PT)Customer Records Clerk SYSTEMS ENGINEER ENGINEER Jackie Coley Anthony Whitehead Cliff Cahoon WR ENGINEER I Scott Farmer ' Tyler Haislip j + 1 SYSTEMS SUPERINTENDANT ENGINEERING SUPPORT MGR. ENGINEERING CONST. INSPECTOR II SCADA Network Bryan BlandTP SUPERINTENDENT Coordinator Jarrett McGalliardllid COORDINATOR Keith Sullivan —� Julius Patrick Clay Johnston CONST.INSPECTOR I Keith Godbey jSpencer Letchworth ♦ I --► Staff Support Robin Walston ENG.ASST. II SYSTEMS SUPERVISOR SYSTEMS SUPERVISOR SYSTEMS SUPERVISOR CHEMIST Spec II(PT) SEWER SUPV. W/S SERVICE SUPV. W/S CONST.SUPV. Bill Edwards Chad Flannagan Laura Evans ENG.ASST. II WAYNE WILSON KEITH FISHER GEORGE FULLER ENG.ASST. II DIST.SYSTEM Mickey Tripp • Joseph Bronsink WATER QUALITY WWTP SUPERINTENDENT ENVIRONMENTAL TECH I D CONTROL OFFICER OPERATIONS Jason Manning I/I INSPECTIONS CL LI NW/SWOO PIPESMITH CL I W/S PIPE CL II Deanna Castellow James Smith I.CONTROL GREG LYONS John Roebuck DIST.SYSTEM Dail Booth —► EQP.OPR.IV WATER PIPE LAYER I Tracy Colville EQP.OPR.IV Staff Support Adam Garris Bennie Pittman QUALITY TECH I 0- Spec III(PT) EQP.OPR.III PIPE LAYER III David Burleson Kristen Jarman Jason Owens VALVES& HYDRANT LAB TECH II Cody Cratt LEAD OPERATOR W/S SYS.MAINT.CL PIPE LAYER III Marcus Pippins ♦ CREWS Kendra Nettles Gary Shelton DANNY LANE •Kyle Veneski Cheryl Irwin I . PIPE LAYER I PIPE LAYER II 1 W/S SYS. Brooke Norton OPERATOR III PIPE LAYER I Charles Hathaway Cody Morris Maintenance CL Ken Woodson ~ Tanner Hardee CHIEF OF EQP.OPR III —� Josh Dickens Brian Shannon ENVIRONMENTAL CHIEF OF MAINTENANCE OPERATIONS W/S PIPE CL I Robert Pilgreen PIPE LAYER I Zack Hamilton Cliff McGuffin COORDINATOR COMPLIANCE W/S SYS.MAINT.CL RANDY BEAMON Luke Hagee MAINTENANCE COORDINATOR JOHN HART Toby Corey MAINTENANCE Chris Hill --► EQP.OPR.IV JoEllen Gay PIPE LAYER I ELECTRICIAN —► Michael W/S PIPE CL II INSTRUMENTATION LEAD OPERATOR OPERATOR III Alex Congleton W/S SYS. Tony Rogers LAB TECH g Silverthorne Recruiting TECH II .-- Christopher Earls Wesley Asbell Maintenance CL PIPELAYER III EQP.OPR.IV —0 Corbin Congleton Wade Corbitt MAINTENANCE Jerry Jones Jeffrey Camp W/S SYS.MAINT CL Recruiting Dean Roberson MAINTENANCE OPERATOR III 4— MECHANIC II PIPE LAYER I Sharon Daughtridge Tyrell Johnson LAB TECH II KEITH CLARK I _ EQP.OPR III PIPE LAYER III MECHANIC III Adam Cross TonyPage PIPE LAYER II Adam Evans Maurice Ampley Cody Eastwood g Kevin Hardee Brian Greer Scott Getsin er �- Julius Phillips Recruiting OPERATOR II Kevin Smith Crystal Respess Alvin Davis W/S SYS. MAINTENANCE Jose Ricca Ronald Miller y p PIPE LAYER II Jeff Mills PIPE LAYER I MECHANIC II .. pp W/S PIPE CL I Calvin Butcher Maintenance CL • Steve Hedgepeth INDUSTRIAL Recruiting Tripp Morgan Corey Mills PRETREATMENT TYRONE MOORE Diondre Moore Jordan Godley Bryon Orr EQP.OPR IV _� PIPE LAYER I LEAD OPERATOR Justin Elks SPECIALIST Kyle Meeks W/S SYS MAINT.CL David McKeel Robert Phillips Ryan Gregory Travis Lancaster Karen Preston p IC/Maintenance CL INVENTORY/PARTS JOSH SETZER PIPELAYER III Robert Veale OPERATOR III COORDINATOR PIPE LAYER II Antonio Haywood W/S SYS. ~ Joseph Clark Jay Wetherington OPERATOR I Jeffrey Clemons - EQP.OPR III Maintenance CL Maintenance Mechanic II William Hardison INSTRUMENTATION Charlie Buck Josh Dilda ' Recruiting William Bland Brooks Nobles TECH II PIPE LAYER I Don Sullivan Jeff Cox Robert Womble WR Management Staff Jesse Powers GREENVILLE UTILITIES COMMISSION WASTEWATER COLLECTIONS SYSTEM PERMIT JUNE 2021 GREENVILLE UTILITIES PUMP STATIONS PUMP STATION Capacity(GPM) Pump Reliability RELIABILITY Physical Location Number Name Type (yes/no) Source Connection Portable/Permanent 580 Generator transfer switch 1 Arlington 1755PS Wimbledon Dr. yes portable submersible By-pass pump by-pass port w/quick connection 200 Generator transfer switch 2 Belvoir Elementary 2568PS W NC 33 yes portable submersible By-pass pump by-pass port w/quick connection 180 Generator automatic transfer switch permenant 3 Bethel-East 193 Smith Speir Lane yes submersible By-pass pump by-pass port w/quick connection portable 940 Generator automatic transfer switch permenant 4 Bethel-Headworks 3965 Creek Bank Rd yes submersible By-pass pump by-pass port w/quick connection portable 180 Generator automatic transfer switch permenant 5 Bethel-North -- 310 West Andrews Street yes submersible By-pass pump by-pass port w/quick connection portable 180 Generator automatic transfer switch permenant 6 Bethel-West 507 W.Washington Street yes submersible By-pass pump by-pass port w/quick connection portable 345 Generator transfer switch 7 Bradford Creek 4831P5 Old Pactolus Rd. yes portable submersible By-pass pump by-pass port w/quick connection 1500 Generator transfer switch portable 8 Brook Valley 290PS York Rd. yes submersible By-pass pump Natural Gas Driven Dri-Prime Permenant 240 Generator transfer switch 9 Brookhaven 125P5 Briley Road yes portable submersible By-pass pump by-pass port w/quick connection 350 Generator transfer switch portable 10 Candlewick 4243 Stantonsburg Rd yes submersible By-pass pump Natural Gas Driven Dri-Prime Permenant 180 Generator automatic transfer switch permenant 11 Chicod School 7557 NC Hwy 43 S yes submersible By-pass pump by-pass port w/quick connection portable 120 Generator transfer switch portable 12 D.H.Conley 2006PS Worthington Road yes submersible By-pass pump Natural Gas Driven Dri-Prime Permenant GREENVILLE UTILITIES COMMISSION WASTEWATER COLLECTIONS SYSTEM PERMIT JUNE 2021 GREENVILLE UTILITIES PUMP STATIONS PUMP STATION Capacity(GPM) Pump Reliability RELIABILITY — Physical Location Number Name Type (yes/no) Source Connection Portable/Permanent 410 Generator transfer switch 13 Darrell Drive 703PS Darrell Drive yes portable submersible By-pass pump by-pass port w/quick connection Engineering/Operation 340 Generator transfer switch portable 14 889 Rock Springs Road yes s Center submersible By-pass pump Natural Gas Driven Dri-Prime Permenant 330 Generator transfer switch 15 Farrington 1211PS Trafalgar Dr. yes --• portable submersible By-pass pump by-pass port w/quick connection 4513 Generator automatic transfer switch permanent 16 Fork Swamp Regional 4698PS Corey Road yes wet pit/dry pit By-pass pump by-pass port w/quick connection portable 490 Generator transfer switch 17 Forlines 354PS Forlines Road yes -- portable submersible By-pass pump by-pass port w/quick connection 330 Generator transfer switch 18 Frog Level 3925PS Frog Level Road yes portable submersible By-pass pump by-pass port w/quick connection 3685 Generator automatic transfer switch 19 Green Mill Run 430PS West Arlington Blvd. yes permanent wet pit/dry pit Gravity Flow Diversion Box Structure 180 Generator transfer switch 20 Hillsdale 1100PS Dorothy Ln. yes portable submersible By-pass pump by-pass port w/quick connection 86 Generator transfer switch portable 21 Hope 2995 PS Mills Rd yes submersible By-pass pump Natural Gas Driven Dri-Prime Permenant 187 Generator transfer switch 22 Howell's Child Care 400PS Sean Drive yes portable submersible By-pass pump by-pass port w/quick connection 327 Generator automatic transfer switch permanent 23 Indian Wells - 2685 Ivy Road yes submersible By-pass pump by-pass port w/quick connection portable GREENVILLE UTILITIES COMMISSION WASTEWATER COLLECTIONS SYSTEM PERMIT JUNE 2021 GREENVILLE UTILITIES PUMP STATIONS PUMP STATION Capacity(GPM) Pump Reliability RELIABILITY Physical Location Number Name Type (yes/no) Source Connection Portable/Permanent 3750 Generator automatic transfer switch 24 Industrial Park 986PS Staton Rd. yes permanent wet pit/dry pit Gravity Flow Diversion Box Structure 494 Generator transfer switch 25 Ironwood 200PS Golf Club Wynd yes ,- portable submersible By-pass pump by-pass port w/quick connection 450 Generator transfer switch 26 Lakeview 4399 Sapphire Court yes portable submersible By-pass pump by-pass port w/quick connection 187 Generator transfer switch portable 27 North Pitt 5659PS NC Highway 11 N yes submersible By-pass pump Propane Driven Dri-Prime permenant 1 300 Generator transfer switch 1 28 North River 820PS W.Belvoir Rd. yes -- portable 1 submersible By-pass pump by-pass port w/o quick connection 5800 Generator automatic transfer switch permanent 29 Northside 1890PS Pactolus Highway yes wet pit/dry pit By-pass pump by-pass port w/quick connection portable 330 Generator transfer switch 30 Oakgrove 106P5 Glenda St. yes portable submersible By-pass pump by-pass port w/quick connection 180 Generator automatic transfer switch permanent 31 Pactolus School • 3377 Yankee Hall Road yes submersible By-pass pump by-pass port w/quick connection portable 220 Generator automatic transfer switch permanent 32 River Hills 4361 E 10th Street Unit PS yes submersible By-pass pump by-pass port w/quick connection portable 100 Generator transfer switch 33 South Square#1 4054PS S.Memorial Dr. yes •-- portable submersible By-pass pump by-pass port w/quick connection 230 Generator transfer switch 34 South Square#3 599PS Chapman Rd. yes portable submersible By-pass pump by-pass port w/quick connection 4200 Generator automatic transfer switch permanent 35 Southside I — 2875PS Cemetary Road yes wet pit/dry pit By-pass pump by-pass port w/quick connection portable GREENVILLE UTILITIES COMMISSION WASTEWATER COLLECTIONS SYSTEM PERMIT JUNE 2021 GREENVILLE UTILITIES PUMP STATIONS PUMP STATION Capacity(GPM) Pump Reliability RELIABILITY Physical Location Number Name Type (yes/no) Source Connection Portable/Permanent 9200 Engine Drives right-angle drive Murphy control panel permanent 36 Southside II 2875PS Cemetary Road yes wet pit/dry pit By-pass pump by-pass port w/quick connection portable 3920 Generator automatic transfer switch permanent 37 Sterling Pointe 3929PS Sterling Pointe Dr. yes wet pit/dry pit By-pass pump by-pass port w/quick connection portable 180 Generator automatic transfer switch permanent 38 Stokes School 3073 Tyson Street,Stokes NC yes submersible By-pass pump by-pass port w/quick connection portable 250 Generator transfer switch 39 Westhaven 504P5 Westhaven Rd. yes portable above ground lift By-pass pump by-pass port w/o quick connection 2225 Generator automatic transfer switch permanent 40 Westside 2760 W.5th Street yes wet pit/dry pit By-pass pump by-pass port w/quick connection portable 390 Generator transfer switch 41 Windsor 4498P5 County Home Rd. yes portable submersible By-pass pump by-pass port w/quick connection 760 Generator transfer switch 42 Winslow East 3700P5 North Campus Dr yes portable submersible By-pass pump by-pass port w/quick connection 118 Generator transfer switch 43 Wintergreen 4720PS County Home Road yes portable submersible By-pass pump by-pass port w/quick connection 180 Generator transfer switch 44 Woodridge North 514PS Cliff Court yes portable submersible By-pass pump by-pass port w/quick connection Priority Inspection Locations Number Location Manhole Segments Type of Crossing Date Inspected 1 Windsor Pump Station 10C 024 to 10C 025 Ditch 2 Meeting Place Subd. 1OF 016 to 10F 017 Ditch 3 14th St. 10J 109 to 10J 096 Aerial 4 E.14th Street 10J-095 to 10J-096 Aerial 5 10th St.(behind Cypress Gardens) 10K 008 to 10K 013 Aerial 6 E.10th St. 10K 026 to 10K 029 Aerial 7 10th St. 10K 044 to 10K 046 Aerial 8 Outfall along Jefferson Dr. 10K 048 to 10J 019 Streambank 9 Maplewood Court 10K 093 to 10K 083 Aerial 10 Eric Court 10K 094 to 10K 095 Ditch 11 Long Meadow Rd. 10K 113 to 10K 119 Aerial 12 Long Meadow Rd. 10K 126 to 10K 128 Aerial 13 College View Apts. 10L 063 to 10L 065 Aerial 14 Heath St. 10L 066 to 10L 067 Aerial 15 College View Apts. 10L 079 to 10L 064 Aerial 16 NC 33 near plant(Mumford Rd.Bridge) 100 007 to 100 008 Ditch 17 Grady White Boats(NEW) 10R 009 to 10R 010 Aerial 18 Grady White Boats(Near Lift Station) 10R 015 to 1OR 014 Ditch Industrial Blvd.Behind Lift St.by Grady 19 White 10R 016 to 10R 033 Ditch 20 Staton Blvd.(Nike Plant) 10R 019 to 9R 036 Ditch 21 264 Eastern Bypass 10R 023 to 10R 031 Ditch 22 264 Eastern Bypass(behind Coke) 10S 003 to 10S 008 Ditch 23 Redbanks Subd. 11F 031 to 11F 058 Ditch 24 Cherry Oaks North 11F 035 to 11F 020 Ditch 25 Brook Valley(York Road) 11G-008 to 11G-025 Ditch 26 Brook Valley(Oxford Road) 11 H-023 to 11 H-025 Aerial 27 Brook Valley(Westminster Circle) 11 H-105 to 11 H-093 Aerial 28 Cannon Court Apts. 11J 054 to 11J 055 Ditch 29 Eastbrook Apartments 11J-063 to 11J-037 Aerial _ 30 Eastbrook Apartments 11J-065 to 11J-063 Ditch 31 Eastbrook Apartments 11 J-068 to 11 J-067 Aerial 32 Brown Farm(NEW) 11 L 004 to 11 L 005 Ditch 33 Southside Pump Station 11 L 035 to 11 L 036 Ditch 34 Brook Valley(Holly Hills) 12F-002 to 12F-004 Aerial 35 Brook Valley Subd. 12G 066 to 12H 046 to 12J 007 Streambank,Aerial Ditch 36 Brook Valley(Oxford Road) 12H-007 to 12H-005 Aerial _ 37 Copper Beech 12J 105 to 12J 106 Ditch _ 38 University Manor 12J-068 to 12J-004 Aerial 39 River Bluff 12K-002 to 12K-003 Ditch 40 River Bluff 12K-023 to 12J-013 Aerial 41 Syme Circle 13J-027 to 13J-026 Ditch 42 Deveron St. 15M 031 to 15M 031 Ditch 43 1213 Teakwood Drive 2G 037 to 2G 040 Ditch 44 Laurel Ridge Drive 2G 045 to 2G 046 Ditch 45 Valley Lane added 12/31/2008 36 020 to 3B 021 Ditch 46 Hampton Creek added 12/31/2008 3B 061 to 3B 062 Ditch 47 Darrell Drive PS 3D 034 to 3D 062 Ditch 48 Allen Road 3H 008 to 3H 009 Ditch 49 Allen Rd. 3K 006 to 4K 001 Ditch 50 North of Forlines PS 4A 008 to 4A 009 Ditch 51 Woodridge North 4B 002 to 4B 009 Ditch 52 Thomas Langston Rd. 4D 013 to 4D 014 Ditch 53 Thomas Langston Road 4D 112 to 4D 113 Ditch 54 Williams Rd. 4F 004 to 4F 005 Aerial 55 Tyson Farms added 12/31/2008 4F 012 to 4G 037 Ditch 56 Greenville Blvd.(Family Dollar @ Red Oak) 4F 084 to 4F 016 Ditch 57 Medford Pointe(at outfall) 4H 019 to 4H 055 Aerial 58 Westside 4 Outfall(south of Kesee Drive) 4H 024 to 4H 025 Aerial 59 Westside 4 Outfall(south of Kesee Drive) 4H 029 to 4H 030 Aerial 60 Allenton Estates added 12/31/2008 4K 004 to 4K 054 Ditch 61 Forest Glen Apts. 4L 010 to 4L 017 Ditch 62 B's Barbeque Rd.and NC 43 4M 016 to 4M 018 Ditch 63 B's Barbeque Rd. 4N 012 to 4M 011 Ditch 64 Sterling Pointe PS(force main) 5C Ditch 65 South Haven Apts. 5C 024 to 5C 026 Ditch 66 Patton Circle 5C 030 to 5C 001 Ditch 6/24/2021 Page 1 Priority Inspection Locations 2021 Priority Inspection Locations Number Location Manhole Segments Type of Crossing Date Inspected 67 PCC Bowen Farm 5C 035 to 5C 077 Ditch 68 Sterling Pointe 5C 036 TO 5C 037 Ditch 69 Sterling Pointe 5C 088 to 5C 089 Ditch 70 Star Hill Farm Subd. 5F 002 to 5F 152 Ditch 71 Greenville Country Club(NEW) 5F 017 to 5G 011 Aerial 72 Star Hill Farm Subd. 5F 152 to 5G 038 Aerial 73 Dansey Rd. 5H 015 to 5H 016 Ditch 74 Tripp St. 5H 028 to 5H 025 Ditch 75 Lake Ellsworth 5H 036 to 6H 028 Ditch 76 Westside 4 Outfall(south of Ellsworth Drive) 5H 047 to 5H 048 Aerial 77 McGregor Down Rd. 5L 006 to 5L 007 Ditch 78 Beasley Dr(NEW) 5L 008 to 5L 009 Aerial 79 Beasley Dr.Stanton Sq.Behind Food Lion 5L 024 to 5L 023 Ditch 80 The Heritage 5M 024 to 5M 078 Aerial 81 NC 43 North(NEW) 5M 031 to 5M 032 Aerial 82 Memorial Dr./Peed Dr.(NEW) 6F 025 to 6F 026 Aerial 83 Cortland Rd. 6G 013 to 6G 011 Ditch 84 Greenville Country Club 6G 018 to 6G 001 Ditch 85 Greenville Country Club 6G 022 to 6G 021 Ditch 86 Meridian Park 6H 030 to 6H 029 Ditch 87 Millbrook St. 6H 058 to 6H 070 Aerial 88 Ridge Place 6H 060 to 6H 059 Aerial 89 Greenville Country Club(NEW) 6H 062 to 6G002 Aerial 90 Memorial Dr. 6H 062 to 6H 063 Aerial 91 Carolina Dairies 6H 068 to 6H 049 Aerial 92 Treybrooke 6M 002 to 6M 003 Aerial 93 Westside Pump Sta. 6M 004 to 6M 005 Aerial 94 Fork Swamp Pump Sta.(White Oak) 7D 025 to 7D 015 Ditch 95 Baywood Lane 7E 103 to 7E 099 to 7E 049 Ditch 96 Evans Street 7E-053 to 7E-071 Aerial 97 Evans Street 7E-054 to 7E-053 Ditch 98 Sterling Pointe PS(force main at trestle) 7H Ditch 99 Evans and Commerce 7H 006 to 7H 031 Aerial 100 Evans Street 7H 008 to 7J 087 Ditch 101 Arlington Blvd.Tennis Cntr.-Evans Park 7H 017 to 7H 019 Ditch 102 Lakewood Dr. 7H 029 to 7H 038 Ditch 103 Evans St. 7J 086 to 8J 045 Aerial 104 Evans and Arlington 7J 087 to 7H 008 Ditch 105 Karastan Plant(Dickinson Ave.) 7K 059 to 7K 066 Aerial 106 Karastan Plant 7K-063 to 7K-064 Aerial 107 S.Pitt Street 7K-086 to 8K-102 108 Fairfax Ave. 7M 005 to 7M 006 Ditch 109 Fairfax Ave. 7M 012 to 7M 014 Ditch 110 Fairfax Ave. 7M 014 to 7M 015 Ditch 111 Hillsdale Subd. 70 Force Main @ pump station Ditch 112 Greystone MHP 8B 026 to 8B 027 Ditch — 113 Irish Creek added 12/31/2008 8B 040 to 8B 085 Ditch 114 Fire Tower Rd. 8C 006 to 8C 007 Ditch 115 Fire Tower Rd.(Treetops) 8C 013 to 8C 014 Ditch 116 Fire Tower Rd.(The Oaks) 8C 023 to 8C 059 Ditch 117 Fire Tower Rd. 8D 049 to 8D 050 Ditch 118 Canterbury Rd.(whole line) 8J 015 to 8J 021 Aerial 119 Evans St. 8J 015 to 8J 028 Aerial 120 Evans St. 8J 015 to 8J 028 Aerial 121 Evans St. 8J 046 to 8J 047 Aerial 122 Evans St. 8J 074 to 8K 139 Aerial 123 Tenth St. 8K 032 to 8K 035 Aerial 124 Charles Blvd. 8K 130 to 8K 116 Aerial 125 W.14th Street 8K-090 to 8K-075 126 New St. 8M 002 to 8M 003 Aerial 127 Town Commons 8M 024 to 8M 025 Aerial _ 128 Northside Outfall(Behind Trade Mart) - 8N 015 to 8N 016 Ditch — 129 North Pitt St. 8P 015 to 8P 012 Aerial 130 Van Dyke St. 8P 036 to 8P 034 Aerial 131 Ashton Dr. 8R 021 to 8R 015 Ditch _ 132 Summer Haven Dr. 9D 006 to 9D 013 Ditch 133 Belle Meade Dr. 9D 009 to 9D 039 Ditch 6/24/2021 Page 2 Priority Inspection Locations 2021 Priority Inspection Locations Number Location Manhole Segments Type of Crossing Date Inspected 134 Fire Tower Rd. 9E 026 to 9E 027 Ditch 135 Tower Village 9E 029 to 9E 026 Ditch 136 Tower Circle 9E 030 to 9D 018 Ditch 137 County Home Rd. 9E 033 to 9E 051 Ditch 138 County Home Rd. 9E 034 to 9E 032 Ditch 139 Arlington Pump Sta.Wimbledon Dr. 9F 045 to 9F 044 Ditch 140 Hooker Memorial Church 9H 028 to 9J 091 Ditch 141 Brook Dr. 9H 054 to 9H 059 Aerial 142 Long Meadow Rd. 9J 012 to 9J 009 Ditch 143 Dalebrook Circle 9J 013 to 9J 029 Ditch 144 Overlook Dr. 9J 054 to 9J 053 Aerial 145 Crestwood Dr. 9J 094 to 9J 098 Ditch 146 Elm St. 9K 039 to 9K 038 Ditch 147 Elm St. 9K 057 to 9K 055 Ditch 148 Long Meadow Rd. 9K 098 to 10K 126 Aerial 149 Northside Outfall(Parkers Creek) 9N 005 to 9N 006 Ditch 150 NC 33 near plant 90 022 to 90 023 Ditch 151 Behind Operations Center 9P 011 to 9P 012 Ditch 152 Powell St. 9P 019 to 9P 017 Ditch 153 Mills St. 9P 021 to 9P 018 Ditch 154 Staton Blvd.(NEW) 9R 004 to 9R 003 Ditch 155 Staton Court(Fire/Rescue side) 9R 020 to 9R 019 Ditch 156 Staton Court 9R 031 to 9R 035 Ditch 157 NC 11 9S 005 to 9S 007 Ditch 158 264 North(NEW) 9S 007 to 9S 008 Aerial 159 264N(DSM-United Dr.) 9S 015 to 9S 016 Ditch 160 264N(United Dr.) 9S 019 to 9S 017 Ditch 161 NC 11 (force main) 9T 021 to 9T 004 Ditch 162 Frog Level Road J24 004 to J24 003 Ditch 163 Sebring Drive J24 008 to J24 023 Ditch 164 Field&Stream added 12/31/2008 J24-023 to J24-008 Ditch 165 Forlines Road at Bridge K25 001 to K25 002 Ditch 166 River Hills PS P21-005 to P21-002 Ditch 167 Old Pactolus Road(Force Main at Bridge) R18 Ditch 168 Davenport Store Road(Force Main at PS) T18 Ditch 169 Brighton Park(near Paladin Dr.) Check several MH in area Installed below minimum grade 170 East Brook Appt. 11 J-069 to 11 J-067 Ditch 171 Planters Walk 11G-119 to 11G-161 Ditch 172 Brook Valley 12J-011 to 12J-012 Aerial 173 Brook Valley 12J-008 to 12J-007 Aerial 174 Brook Valley 11 H-014 to 11H-016 Ditch 175 Brook Valley 11 H-013 to 11 H-050 Ditch 176 Brook Valley/Kent Rd 12J-045 to 12J-046 Ditch 177 Spring Forest Rd 4K-033 to 4K-043 Ditch 178 Old Stock Yard 8R-005 to Dead End Ditch 179 New Fed EX Building 10Q-014 to 10R-011 Ditch 180 Spring Forest Rd 5J-008 to 5J-116 Ditch 181 Perkins St 7K-067 to 7K-066 Ditch 182 Cambria Drive 4H-055 to 4H-054 Dicth 183 Arlington Blvd. 6J-082 to 6J-117 Ditch 184 Spring Road 4K-033 to 4K-043 Ditch 185 Parkers Creek(Near Coke Bld) 10Q-014 to 10R-011 Creek 186 Oxford Road 12J-006 to 12J-007 Ditch 187 Oxford Road 12J-006 to 12J-005 Ditch 188 Brook Valley(Near Railroad) 11 H-022 to 11 H-025 Ditch 189 Eastbrook Apartments 11 L 037 to 11 J-063 _ Ditch 190 Eastbrook Apartments 11J-069 to 11J-070 - Ditch 191 Eastbrook Apartments 11 J-079 to 11 J-072 Ditch 192 Ms.Paul Lane 4F-013 to 4F-014 Ditch 193 Alice Drive 5F-152 to 5F-006 Ditch 194 B's Barbeque Rd 4N-013 to 4M-014 Ditch 195 B's Barbeque Rd 4M-014 to 4M-015 Ditch 196 Dickinson Ave 5H-016 to 5H-019 Above 197 Dickinson Ave 6J-026 to 6J-025 Ditch 198 W.H.Smith Blvd 5K-100 to 5K-105 Ditch 199 Martin Luther Kind Jr.Hwy 11 R-006 to 11R-005 Ditch 200 Eastbend Drive P21-020 to P21-030 Ditch 6/24/2021 Page 3 Priority Inspection Locations 2021 Priority Inspection Locations Number Location Manhole Segments Type of Crossing Date Inspected 201 Eastbend Drive _ P21-016 to P21-015 Ditch 202 Eastbend Drive P21-015 to P21-014 Ditch 203 Fork Swamp Regional M24-001 to N24-042 Ditch 204 South Lea Dr 8B-061 to 86-030 Ditch 205 South Lea Dr 8B-030 to 9C-008 Ditch 206 South Lea Dr 8B-029 to 8B-030 Ditch 207 Bethel-Quail Ridge B-10-B-11 Ditch 6/24/2021 Page 4 Priority Inspection Locations 2021 120 The Management Budget 2021-2022 I Capital Projects Five-Year Spending Plan: Wastewater 5-Year Capital Project 2022 2023 2024 2025 2026 Spending SCP10223:Regional Pumpstation Upgrades - $645,199 - - - $645,199 SCP10229:Greene Street Pump Station and Force 2,029,171 - - - - 2,029,171 Main SCP10230:Forlines Pump Station Expansion 2,000,000 - - - - 2,000,000 SCP10233:WWTP Headworks Improvements 1,750,000 500,000 - - - 2,250,000 SCP10238:WWTP Clarifier Replacement 500,000 4,000,000 2,850,000 - - 7,350,000 Bethel Wastewater System Improvements 424,000 3,000,000 - - - 3,424,000 Elm Street Sewer Pipeline Relocations 25,000 150,000 150,000 - - 325,000 SCP10221:Southeast Area Sewer Extension 2,000,000 693,891 - - - 2,693,891 SCP10222:Sewer Outfall Rehabilitation Phase 4 1,500,000 - - - - 1,500,000 Sewer System Extensions Phase I 1,400,000 1,844,000 - - - 3,244,000 Sewer System Improvements for Industry and 426,000 230,000 - - - 656,000 Commercial Total Capital Projects $12,054,171 $11,063,090 $3,000,000 - - $26,117,261 Capital Outlay $1,552,330 $1,597,817 $1,644,646 $1,692,859 $1,726,716 $8,214,368 Total Capital $13,606,501 $12,660,907 $4,644,646 $1,692,859 $1,726,716 $34,331,629 5-Year FundingSource 2022 2023 2024 2025 2026 Spending Pay Go $1,552,330 $1,597,817 $1,644,646 $1,692,859 $1,726,716 $8,214,368 Transfers - - - - - Acreage or Capacity Fees 3,055,136 - - - - 3,055,136 Fund Balance 4,300,035 2,413,090 - - - 6,713,125 Revenue Bonds 3,775,000 1,800,000 3,000,000 - - 8,575,000 SRF/Installment Loans - - - - - - Grants or Contributions 924,000 6,850,000 - - - 7,774,000 Total Funding Sources $13,606,501 $12,660,907 $4,644,646 $1,692,859 $1,726,716 $34,331,629 %Paid Pay Go/Operating Transfers 65.47% 31.68% 35.41% 100.00% 100.00% 52.38% %Paid from Bonds and Loans 27.74% 14.22% 64.59% - - 24.98% %Paid from Grants 6.79% 54.10% - - - 22.64% %Total 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% FiscalYear 2021-2022 Budget•Greenville Utilities Commission of the City of Greenville,NC I , to - • 4010!Ow. 11:1710 ilkitiemoomimmoi.6 Water Resources Fiscal Year 2021-2022 Budget The Water Resources Department is dedicated to providing adequate, safe drinking water and wastewater treatment in order to protect public health/ environment, meet regulations and accommodate growth. The Management Budget 2021-2022 I Water Resources Program Summary 77 Water Resources Program Summary Water Resources Function:Water/Wastewater Operations The Water Resources Department performs all the work developments,as well as major outfall lines and pumping necessary for planning,engineering,construction,operation stations,are provided through outside contractors under and maintenance as well as capital improvements of both the contract with developers or the Commission. water system and the wastewater system.The water system includes a Water Treatment Plant and deep wells,elevated The WaterTreatment Plant section operates the treatment plant tanks,transmission and distribution mains and services. and deep wells,monitors the distribution system water quality, and maintains all facilities for the plant and otherassigned The wastewater system includes sewer mains and services, utilities properties. outfalls,pumping stations,and a Wastewater Treatment Plant.The in-house engineering staff provides planning, The WastewaterTreatment Plant section performs the plant design,project administration and construction inspection operations and provides for the maintenance of all remote services for installation of new mains,services and general wastewater pumping stations for the plant and other assigned system improvements as well as plan review,permitting utilities properties. and construction inspection services for private developer projects.Outside consulting engineers are used for system The Distribution and Collections section provides maintenance studies and master planning,major water and wastewater of all water and sewer mains and services throughout the water extension and rehabilitation projects,and for new plant and wastewater systems and installs new customer service construction projects. connections on the existing systems. Installation of water and wastewater services from existing mains and limited installation of new mains is performed by GUC crews.Most major extensions into subdivision Fiscal Year 2021-2022 Budget•Greenville Utilities Commission of the City of Greenville,NC 78 The Management Budget 2021-2022 I Water Resources Personnel Summary Water Resources Personnel Summary Position Title Position Grade Current Allocation Requested Allocation Approved Director of Water Resources Office Director of Water Resources 125 1 1 Assistant Director of Water Resources 123 1 1 Water Quality Manager 122 1 1 Admin.Assistant,Senior Admin.Assistant 111,112 1 1 Staff Support Specialist 1,11,111 105,107,108 1 1 Customer Records Clerk 106 1 1 Engineering Water Resources Construction/Contracts Engineer 122 1 1 Water Resources Systems Engineer 122 1 1 Water Resources Engineering Support Manager 117 1 1 Water Resources Engineer I,I I 118,120 1 1 Water Resources Engineering Coordinator 116 1 1 Water Resources SCADA Network Coordinator 115 1 1 Engineering Assistant 1,11 111,114 3 3 Environmental Control Officer 114 1 1 Construction Inspector I,II 111,113 3 3 Water Plant Water Plant Superintendent 119 1 1 Chemist 118 1 1 WTP Operations Coordinator 117 1 1 WTP Chief of Maintenance 117 1 1 Water Plant Lead Operator 114 3 3 Water Resources Instrumentation/Maint.Crew Leader 116 1 1 2 Water Resources Instrumentation Technician 1,11 113,115 2 (1) 1 WTP Laboratory Technician I,II 111,113 4 4 Water Plant Operator I,II,III 109,111,113 8 8 WTP Maintenance Mechanic I,II,III 109,112,115 3 3 Distribution System Water Quality Tech.Crew Leader 114 0 1 1 Distribution System Water QualityTechnician I,11 109,111 2 (1) 1 Wastewater Plant Wastewater Plant Superintendent 119 1 1 Environmental Compliance Coordinator 118 1 1 WWTP Operations Coordinator 117 1 1 WWTP Chief of Maintenance 117 1 1 Pump Station Maintenance Crew Leader 116 2 (2) 0 WWTP Maintenance Crew Leader 116 1 2 3 WWTP Maintenance IC&E Crew Leader 116 1 1 WWTP Lead Operator 114 1 1 WWTP Maintenance Electrician 114 2 (2) 0 WWTP Inventory&Parts Coordinator 114 1 1 Industrial Pretreatment Specialist 113 1 1 WWTP Maint.Instrumentation and Electrician Tech.11I 111 113114,115 0 3 3 Water Resources Instrumentation Technician 1,II 113,115 1 (1) 0 WWTP Laboratory Technician I,II 111,113 2 2 Wastewater Plant Operator 1,11,111 109,111,113 10 10 WWTP Maintenance Mechanic I,11,III 109,112,115 4 4 FiscalYear 2021-2022 Budget•Greenville Utilities Commission of the City of Greenville,NC The Management Budget 2021-2022 I Water Resources Personnel Summary 79 Water Resources Personnel Summary Position Title Position Grade Current Allocation Requested Allocation Approved 0/M Water/Sewer System Water Resources Systems Superintendent 119 1 1 Water Resources Systems Supervisor 118 3 3 Water Resources Pipe Crew Leader I,II 114,116 5 5 I/I Inspections Crew Leader 114 1 1 Water Resources Systems Maint Crew Leader 114 8 8 Equipment Operator III,IV,V 107,109,111 10 10 Pipe Layer I,II,Il l 105,107,108 20 20 Total 124 0 124 FiscalYear 2021-2022 Budget•Greenville Utilities Commission of the City of Greenville,NC 88 The Management Budget 2021-2022 I Sewer Accounts Sewer Accounts Account Account Description Budget 501 501-Sewer Administration I Fund Type 1-Operations I Activity 000-General )perations 50101 Regular Salaries $243,716 50103 Overtime Salaries $500 50106 Salaries PT-Perm $15,404 50107 Longevity Pay $4,015 50108 Sick Leave Incentive Pay $1,606 50109 Car Allowances $4,140 51011 FICA Taxes $20,608 51012 Retirement Expense $30,500 51013 Deferred Comp(4O1k) $3,120 51101 Group Health Ins $13,330 51102 GroupLifelns $549 51103 Group Dental Ins $698 60106 Dues $25,000 Permit fees-AWWA-NC Urban-professional org-and certification renewals 25,000 60107 Subscriptions $1,500 60114 Licenses and Fees $500 60201 Office Supplies $3,500 60208 Safety Supplies $8,000 Purchase and maintenance of employee PPE and safety items 8,000 60301 OperatingSupplies $600 60452 Communication Services-Wireless $40,000 Mobile voice and-or data services 40,000 60459 Hardware $650 60601 Management Training $1,500 Training for management and staff 1,500 60602 Staff Training $500 Training for office staff 500 60701 Travel $500 Travel-fees-lodging and subsistence for staff to conferences and meetings-etc 500 60804 Other Contract Services $5,000 Consulting services 5,000 FiscalYear 2021-2022 Budget•Greenville Utilities Commission of the City of Greenville,NC The Management Budget 2021-2022 I Sewer Accounts 89 Sewer Accounts Account Account Description Budget 501-Sewer Administration I Fund Type 1-Operations I Activity 000-General I Total $425,436 501-SewerAdministration I Total $425,436 502-Sewer Engineering Office I Fund Typal-Operations I Activity 000-General 502 50101 Regular Salaries $526,763 Operation 50107 Longevity Pay $1,645 50108 Sick Leave Incentive Pay $2,639 50109 CarAllowances $6,210 51011 FICATaxes $41,101 51012 Retirement Expense $60,893 51013 Deferred Comp(401k) $6,760 51101 Group Health Ins $28,810 51102 Group Life Ins $1,186 51103 Group Dental Ins $1,508 60201 Office Supplies $3,000 Day-to-day supplies 3,000 60301 Operating Supplies $5,000 60405 M&R Radios $500 60459 Hardware $7,500 PCs-Laptops-iPads-Monitors-Printers and Etc. 7,500 60602 Staff Training $10,000 Engineering training for various classes 10,000 60701 Travel $150 60804 Other Contract Services $1,500 60810 Software Maintenance and Subscriptions $62,750 502-Sewer Engineering Office I Fund Type 1-Operations I Activity 000-General I Total $767,915 502-Sewer Engineering Office I Total $767,915 503-Sewer System I Fund Type1-Operations I Activity 000-General 503 50101 Regular Salaries $996,437 Operation 50102 Allocated Salaries $(815,500) Fiscal Year 2021-2022 Budget•Greenville Utilities Commission of the City of Greenville,NC 90 The Management Budget 2021-2022 I Sewer Accounts Sewer Accounts Account Account Description Budget 50103 Overtime Salaries $77,000 50104 Stand-by Salaries $24,500 50108 Sick Leave Incentive Pay $3,074 50901 Project Labor $710,000 50902 Project Labor-OT $27,000 51011 FICA Taxes $84,228 51012 Retirement Expense $125,056 51013 Deferred Comp(401k) $20,800 51101 Group Health Ins $213,280 51102 Group Life Ins $2,242 51103 Group Dental Ins $11,160 51501 Capitalized Fringes $(29,830) 60111 Customer Reimbursements $10,000 60301 Operating Suppl ies $500,000 Expenses in the operation and maintenance of the entire system 500,000 60314 Small Tools $20,000 Cost includes the purchase and repair of small tools for operating the system 20,000 60459 Hardware $10,500 60602 Staff Training $7,000 Technical-safety-and management trainingfor staff 7,000 60701 Travel $800 Travel-fees-lodging and subsistence for staff to conferences and meetings-etc 800 60804 Other Contract Services $552,500 60807 Street Repairs $80,000 Roadway replacement-repair by city or contractor 80,000 62106 Equipment-Misc Light $8,600 503-Sewer System I Fund Typel-Operations I Activity000-General I Total $2,638,847 503 503-Sewer System I Fund Type 5-Capital I Activity135-Distribution Mains Capital 50901 Project Labor $7,500 51501 Capitalized Fringes $2,850 60301 Operating Supplies $2,500 FiscalYear 2021-2022 Budget•Greenville Utilities Commission of the City of Greenville,NC The Management Budget 2021-2022 I Sewer Accounts 91 Sewer Accounts Account Account Description Budget 60804 Other Contract Services $100,000 503-Sewer System I Fund Type 5-Capital I Activity 135-Distribution Mains I Total $112,850 503-Sewer System I Fund Type 5-Capital I Activity136-Distribution Services 50901 Project Labor $67,500 50902 Project Labor-OT $3,500 51501 Capitalized Fringes $26,980 60301 OperatingSupplies $10,000 60804 Other Contract Services $67,500 Contract services(iincluding roadway repair and debris disposal) 67,500 503-Sewer System I Fund Type 5-Capital I Activity 136-Distribution Services I Total $175,480 503-Sewer System I Fund Types-Capital I Activity 263.Equipment-Heavy 62105 Equipment-Misc Heavy $199,000 503-Sewer System I Fund Type 5-Capital I Activity 263-Equipment-Heavy I Total $199,000 503-Sewer System I Fund Type 5-Capital I Activity 264-Equipment-Light 62106 Equipment-Misc Light $38,000 503-Sewer System I Fund Types-Capital I ivity 264-Equipment-Light I Total $38,000 503-Sewer System I Fund Types-Capital I Activity 266-Vehicles 62102 Trucks Light<1Ton $35,000 62104 Trucks Heavy 2 tons and up $450,000 503-Sewer System I FundType5-Capital I Activity266-Vehicles I Total $485,000 503-Sewer System I Fund Types-Capital I Total $1,010,330 503-Sewer System I Total $3,649,177 504-Sewer Plant I Fund Type 1-Operations I Activity 000-General 504 50101 Regular Salaries $2,013,287 Operation 50102 Allocated Salaries $(2,120,001) 50103 Overtime Salaries $100,000 50104 Stand-by Salaries $45,000 Fiscal Year 2021-2022 Budget•Greenville Utilities Commission of the City of Greenville,NC 92 The Management Budget 2021-2022 I SewerAccounts Sewer Accounts Account Account Description Budget 50105 Salaries Temp-Ptime $39,000 50106 Salaries PT-Perm $37,386 50107 Longevity Pay $10,925 50108 Sick Leave Incentive Pay $6,167 51011 FICA Taxes $172,261 51012 Retirement Expense $251,332 51013 Deferred Comp(401k) $31,200 51101 Group Health Ins $266,600 51102 Group Life Ins $4,530 51103 Group Dental Ins $13,950 504-Sewer Plant I Fund Type 1-Operations I Activity 000-General I Total $871,637 504-Sewer Plant I Fund Type 1-Operations I Activity 224-SCADA 50901 Project Labor $2,000 504-Sewer Plant I Fund Type 1-Operations I Activity 224-SCADA I Total $2,000 504-Sewer Plant I Fund Type 1-Operations I Activity 242-Wastewater Treatment Plant 50901 Project Labor $1,050,001 50902 Project Labor-OT $50,000 51202 Employee Activities $1,500 60106 Dues $6,586 60114 Licenses and Fees $2,000 60116 Lease Expense $1,000 60201 Office Supplies $5,000 60301 Operating Suppl ies $40,000 60302 Lab Supplies $38,000 60303 Chemicals $200,000 60310 Freight $1,000 60313 Nutrient Improvements $25,250 TPBA dues and sampling coalition costs 25,250 FiscalYear 2021-2022 Budget Greenville Utilities Commission of the City of Greenville,NC The Management Budget 2021-2022 I Sewer Accounts 93 Sewer Accounts Account Account Description Budget 60314 Small Tools $4,000 60404 M&R Vehicles and Equipment $600,000 Maintenance and repair of equipment 600,000 60459 Hardware $17,559 Hardware-General 16,559 Mobile voice and-or data equipment 1,000 60601 Management Training $190 60602 Staff Training $25,000 60803 Design&Engineering Services $15,000 60804 Other Contract Services $862,112 Consulting services 25,000 Contract biosolids handling 570,000 Contract mowing and vegetation control 24,111 Custodial services 25,000 Grounds maintenance for WWTP 40,000 Laboratory and pretreatment 34,000 Maintenance and repair of peakinggenerator system components 24,000 Permit-program compliance 15,000 SCADA-RTU modifications and screen development 10,000 SCADA software support-programming service agreements 30,000 Specialized technical services and assistance from vendors 50,000 Spoil disposal tipping charge 15,001 60810 Software Maintenance and Subscriptions $4,739 60901 Utilities $525,000 60902 Stormwater Fees $4,973 62107 Safety&Hazmat Equipment $7,000 Safety&Hazmat Equipment-General 2,000 Hoist certification 5,000 62108 Shop/Tools Equipment $4,000 62113 Office Furniture and Equipment $5,000 504-Sewer Plant I Fund Type 1-Operations I Activity 242-WastewaterTreatment Plant I Total $3,494,910 504-Sewer Plant I Fund Typel-Operations I Activity244-Pumping Stations 50901 Project Labor $1,000,000 50902 Project Labor-OT $18,000 60301 Operating Supplies $13,000 60303 Chemicals $190,000 Fiscal Year 2021-2022 Budget-Greenville Utilities Commission of the City of Greenville,NC 94 The Management Budget 2021-2022 I Sewer Accounts Sewer Accounts Account Account Description Budget 60314 Small Tools $7,000 Cost of small tools used at the WWTP and wastewater pumping stations 7,000 60404 M&R Vehicles and Equipment $350,000 Maintenance and repair of equipment 350,000 60457 Communication Equipment $40,000 60602 Staff Training $20,000 60804 Other Contract Services $100,001 Hoist certification 5,000 Pump station mowing-weed control refuse pick up FSPS-GMRPS 35,000 Pump stations genset annual service 30,000 SCADA radio telemetry system modifications 10,000 Spoil disposal tipping charge 20,001 60901 Utilities $400,000 504-Sewer Plant I Fund Type 1-Operations I Activity 244-Pumping Stations I Total $2,138,001 504-Sewer Plant I Fund Typel-Operations I Total $6,506,548 504 504-Sewer Plant I FundType5-Capital I Activity224-SCADA Capital 60804 Other Contract Services $150,000 SCADA software support-programmingservice agreements 150,000 504-Sewer Plant I Fund Types-Capital I Activity224-SCADA I Total $150,000 504-Sewer Plant I Fund Type 5-Capital I Activity 242-WastewaterTreatmentPlant 60313 Nutrient Improvements $60,000 504-Sewer Plant I Fund Type 5-Capital I Activity 242-WastewaterTreatment Plant I Total $60,000 504-Sewer Plant I Fund Type 5-Capital I Activity 244-Pumping Stations 60404 M&R Vehicles and Equipment $250,000 504-Sewer Plant I FundTypeS-Capital I Activity244-Pumping Stations I Total $250,000 504-Sewer Plant I Fund TypeS-Capital I Activity266-Vehicles 62101 Automobiles,Vans,SUV's $82,000 504-Sower Plant I Fund Type 5-Capital I Activity 266-Vehicles I Total $82,000 504-Sewer Plant I FundType5-Capital Total $542,000 504-Sewer Plant I Total $7,048,548 FiscalYear 2021-2022 Budget•Greenville Utilities Commission of the City of Greenville,NC The Management Budget 2021-2022 I Sewer Accounts 95 Sewer Accounts Account Account Description Budget 500-Sewer Department By Fund Type Fund 1-Operations $10,338,746 Fund 5-Capital 1,552,330 500-Sewer Department Grand Total $11,891,076 Fiscal Year 2021-2022 Budget•Greenville Utilities Commission of the City of Greenville,NC COLLECTION SYSTEM COMPLIANCE INFORMATION: Items in Section VI are addressed in the Collection System Operation, Maintenance and Response Plan attached. Item VI —2: Response Action Plan Page 10 Item VI—4: Pump Station Contingency Plan Page 14 Collection System Operation, Maintenance, and Response Plan of the Greenville Utilities Commission P.O.Box 1847 Greenville,NC 27835 Note: All questions regarding this WSRP Should be directed to: Randall D.Emory,P.E. Director of Water Resources (252)551-1554 emoryrd@guc.com Greenville Utilities Contents Mission Statement 3 Collection System Preventive Maintenance Program Summary 3 Maintaining Logs/Records 3 Equipment/System Malfunction Rates 3 Schedules 4 I/I Evaluation Activities 4 Manhole Inspections 4 Sewer Cleaning Program 5 Hydrogen Sulfide Monitoring and Odor Control 5 Pump Station 0&M 5 Routine Inspections 5 Maintenance 5 Right-of-Way Maintenance 6 Visual Inspections 6 Spare Parts Inventory 6 Inspection Program Summary 7 External Visual Inspections 7 Internal Visual Inspections 7 Cleaning Program Summary 8 Routine Cleaning 8 Priority Cleaning 8 Cleaning Procedures 8 Routine Cleaning Procedures 8 Priority Cleaning Procedures 8 Cleaning Equipment 9 Ongoing Efforts to Rehabilitate the Collection System 9 Projects Under Construction 9 Projects Under Design 9 Spill Response Procedures 10 Funding 10 Wastewater Overflow Reporting Procedures 10 Response Procedures—Collections 10 Response Procedures—Pump Stations 11 Reporting Requirements 11 Reporting Procedures-during normal hours 8-5 Monday through Friday 12 Reporting Procedures-After Hours,Holidays and Weekends 12 *News Media Reporting Requirements 12 IV Greenville Utilities Collection System Operation, Maintenance Response Plan Page 1 Internal Review Procedures 13 APPENDICIES 15 PO Greenville Utilities Collection System Operation, Maintenance Response Plan Page 2 Mission Statement The two major functions of our Water Resources Department are to provide an adequate, safe supply of drinkingwater and to operate an effective wastewater collection and Pp Y p treatment system. Services provided by this department are essential in protecting the public health and the environment, meeting regulations and accommodating the orderly growth of the community. Collection System Preventive Maintenance Program Summary Maintaining Logs/Records Extensive documentation is maintained for all aspects of GUC's wastewater collection system maintenance program for both preventive maintenance activities and repair activities. Preventive maintenance records include the following forms and reports: Priority Cleaning Locations Outfall Inspection Report Priority Lines Inspection Report Right-of-Way Maintenance Report Daily Cleaning Report Monthly Cleaning Report Summary Priority Cleaning Schedule Manhole Inspection Report TV Inspection Report Pump Station Inspection Report Pump Station Maintenance Log In addition to the above preventive maintenance records, records are also maintained for all maintenance activities performed in response to customer requests for service, repairs, and system rehabilitation. Those records include: Sewer Trouble Log Work Orders—System Repair and Rehabilitation Equipment/System Malfunction Rates All pump station maintenance activities are recorded in the enterprise work and asset management system (EWAM) and categorized by the type of maintenance performed— preventive, scheduled, or repairs. Equipment malfunction rates can be readily determined from this data. IV Greenville LOu Utilities Collection System Operation, Maintenance Response Plan Page 3 Gravity sewer system malfunctions, including blockages and system overflows, are recorded and maintained on file. This data is evaluated regularly to identify chronic problem areas that might require more frequent maintenance ( e.g., priority cleaning), further investigation, or corrective action. Schedules Schedules are maintained for system cleaning and pump station inspection activities. Routine cleaning is scheduled to ensure that annual cleaning goals are met. Priority cleaning is also performed monthly on a predetermined basis. Pump station inspections are scheduled on a weekly basis using the EWAM system. All pump stations are inspected routinely once per week. Specific pump station preventive maintenance activities are performed in accordance with an established schedule for each task. I/I Evaluation Activities Routine I/I evaluation activities include flow monitoring, smoke testing, and visual inspections (external and internal). There are currently six (6) flow meters installed within the gravity sewer system that monitor flow on a long-term basis. Each pump station also reports runtimes to the SCADA system, which is recorded in a Historian. This data can be used to determine flow history for each pump station. Data is collected and evaluated regularly for any unusual variations in flow patterns that might be indicative of significant sources of extraneous flow. Smoke testing is used when an area of the system is suspected to be contributing inflow and/or infiltration. This procedure involves plugging individual line segments and injecting smoke under pressure into the isolated segment. Any connections to, or defects within, the system that might allow I/I to enter the system are identified by the escaping smoke. External visual inspections and internal TV inspections are also both used routinely to locate and identify potential sources of I/I. A detailed summary of the GUC Inspection Program is provided in Section 5. Manhole Inspections When either the I&I Inspections crew or a sewer cleaning crew open a sanitary sewer manhole for the purpose of either closed circuit television inspection or cleaning a segment of sewer main, the following procedure will take place: �\Greenville Utilities Collection System Operation, Maintenance Response Plan Page 4 The crew leader will fill out all applicable portions of a sanitarysewer manhole inspection form for each manhole opened and submit the forms daily to the W/S Systems Supervisor for review and filing purposes. GUC is currently in the process of migrating the inspection process to the EWAM system. Sewer Cleaning Program The GUC sewer cleaning program is composed of two primary types of cleaning— routine preventive maintenance cleaning and priority cleaning. A detailed summary of the GUC sewer cleaning program is provided in Section 6. Hydrogen Sulfide Monitoring and Odor Control GUC does not currently proactively monitor for hydrogen sulfide except in locations • where odor control facilities are operated. Pump Station 0 & M Routine Inspections All pump stations are inspected at least once per week using the EWAM inspection software. During the weekly inspection, the pumps, controls, and alarm systems at each station are checked to ensure proper operation. Any noted problems are scheduled for repairs as necessary. All pump stations are equipped with SCADA that will communicate with the plant operations room in the event of abnormal station conditions, such as high flow, pump failures, etc. Maintenance Maintenance performed at pump stations can be categorized as either preventive, scheduled, or forced(emergency repair). Work orders for preventive maintenance are issued using the EWAM system. Generation of preventive maintenance work orders are prompted by elapsed time (i.e., 30, 60, 90 days, etc.) or by elapsed pump run time (i.e., hour meter readings). Scheduled maintenance is that maintenance which is performed in response to problems identified during routine inspections or review of daily hour meter readings. Scheduled maintenance is for non-emergency problems and is typically scheduled to be performed within a reasonable time frame and so as to not disrupt normal work schedules. Forced maintenance is maintenance activities that are performed immediately in response to situations or conditions that cannot wait for scheduled repair. IVI Greenville Utilities Collection System Operation, Maintenance Response Plan Page 5 Right-of-Way Maintenance Sanitary sewer outfall lines are identified on a specific set of sanitary sewer detail maps. These lines are scheduled for maintenance on a routine frequency with maintenance being performed by both contract forces and Greenville Utilities personnel. This maintenance/clearing includes clearing and/or maintaining a 20-foot right-of-way (10' left and right of center) of all sanitary sewer outfall lines as identified in the current NCDEQ regulations. Visual Inspections A complete set of maps that includes all of the Greenville Utilities sewer lines is kept in the office area. These lines are highlighted to show the distinction from the sewer lines that are in the public view. Beginning at either the upper or lower end of the line, the main is visually inspected/walked by at least two employees. The employees check each line section and manhole, noting any sunken areas or holes adjacent to the manholes or over the main itself Manholes are inspected noting damaged or missing ring and covers and any other repairs that may be needed at that specific manhole. Areas inspected after heavy rains have attention given to washout conditions and changes in stream banks. Special attention is given to creek and stream crossing as well as all aerial lines and crossing. Inspections continue until all of the lines have been viewed. Documentation is kept on any damage or repair work that is necessary. Crews are assigned to do the repairs based on size or magnitude of the work required. Spare Parts Inventory An inventory of spare parts is maintained on-hand for the repair of pumps and associated electrical and control equipment at pump stations and for the repair of pipes, manholes, and appurtenances within the collection system. Pumpstationparts are generallystored at p the WWTP Maintenance Warehouse, and systemparts are generallystored at the Operations Center Stores Warehouse. The item number, its description, and the quantity of each item available in inventory is maintained in a computer based database IPGreenville Utilities Collection System Operation, Maintenance Response Plan Page 6 Inspection Program Summary The Collection System Inspection Program is comprised of two primary types of inspection-external visual inspections and internal visual inspections. External Visual Inspections This aspect of the inspection program is designed to ensure that all sewer mains, which are not visible from normal public view, are visually inspected annually for obvious signs of problems. High priority areas, such as aerial stream crossings, are visually inspected per DWQ required frequency. During these inspections, the mains are visually inspected throughout their length. Any sunken areas over the main or adjacent manholes are noted as are any damages to manhole rings and covers or other appurtenances. Copies of the "Gravity Sewer Inspection Report" form and the "Priority Lines Inspection Report" form are attached. GUC is currently in the process of migrating these inspections and record keeping into the EWAM system. Internal Visual Inspections This aspect of the inspection program is designed to identify structural defects, sources of infiltration and inflow(I/I), and special needs such as additional cleaning and root control. Internal visual inspections are accomplished using closed circuit television inspections of mains and manholes and through visual inspections of manholes. Internal television inspection is currently performed routinely as a follow-up procedure after cleaning mains on which an overflow or blockage has occurred and on mains which have presented problems during cleaning operations. Internal television inspection is also utilized as a tool in the I/I program. Actual and potential sources of I/I are discovered through routine television inspections of the collection system. Internal visual inspections of manholes are accomplished as routine part of sewer cleaning activities. Whenever manholes are accessed by the cleaning crews, a visual inspection of the manhole is performed and the results documented on the "Manhole Inspection Report Form" included at the end of this Section. The records and videos of internal inspections are stored digitally in database (CUES software). GUC is currently in the process of moving manhole inspections in the EWAM software. IVI Greenville Utilities Collection System Operation, Maintenance Response Plan Page 7 Cleaning Program Summary The Collection System Cleaning Program is composed of two primary types of cleaning —routine preventive maintenance cleaning and priority cleaning. Routine Cleaning This aspect of the program involves routine cleaning of mains, which have not been previously identified for priority cleaning. The goal of the routine cleaning program is to clean all gravity sewer mains and manholes once every ten(10)years, or approximately 10%of the system annually,to reduce the potential for main blockages. Priority Cleaning This aspect of the program is designed to provide additional cleaning of mains, which have experienced a blockage due to grease or other solids, accumulations. Any main which experiences a blockage due to grease or other solids accumulation is placed on a "Priority Cleaning Schedule". Mains on the Priority Cleaning Schedule are cleaned a minimum of once per year. The goal of the priority cleaning program is to prevent the recurrence of blockages due to grease or solids accumulations. Cleaning Procedures Routine Cleaning Procedures Routine cleaning is accomplished by systematically cleaning all sewer mains within a designated area of the system each month. The entire GUC sewer collection system is mapped referenced to a grid system. Cleaning assignments are made and tracked using this grid system. Cleaning begins on the upper end of each sewer segment within the assigned grid and proceeds to that segment's lowest point within that grid. The identification of the sewer segments cleaned, their lengths, and the number of passes required by the Jet-Vac to sufficiently clean the main is recorded daily. After review of the cleaning records, lines requiring extensive cleaning are either earmarked for further inspection or placed on the priority cleaning schedule. GUC is currently moving the cleaning planning and record keeping into the EWAM system. Priority Cleaning Procedures Sewer mains identified for priority cleaning are tracked in a database which identifies each sewer segment, its location, and the calendar month within which the designated II\Greenville Utilities Collection System Operation, Maintenance Response Plan Page 8 segment is to be cleaned. A computer printout of all segments to be cleaned in any given month is generated at the first of each month. All segments scheduled for cleaning that month are subsequently cleaned and documented. GUC is currently migrating the work order generation and record keeping for priority cleaning into the EWAM system. Cleaning Equipment All cleaning is performed using a truck mounted Jetter-Vacuum combination sewer cleaning machine. Materials are washed from the upstream reaches of each segment to the downstream manhole using a high-pressure water jet where they are then removed using the vacuum system. Ongoing Efforts to Rehabilitate the Collection System Projects Under Construction Regional Pumpstation Improvements Sanitary Sewer Rehabilitation Phase IV Green Street Pumpstation Forelines Force Main Upgrade Projects Under Design South Elm Street Sewer Relocations Southeast Area Sewer Improvements Town of Bethel Wastewater System Improvements I Greenville Utilities Collection System Operation, Maintenance Response Plan Page 9 Spill Response Procedures Greenville Utilities Commission will dispatch or have personnel at the site within 120 minutes (2 hours)of first knowledge of any reported wastewater overflow condition for investigating the situation. Upon arrival at the reported overflow personnel will assess the situation and call in the necessary personnel and equipment to eliminate the overflow. Once the overflow situation is corrected, personnel will begin cleanup. This includes returning as much of the liquids to the wastewater collection system as possible, removal of debris, and treatment of the affected area. Appendix A includes the 24 hour contact list, key personnel, emergency personnel, and contractor list. The person to be contacted is identified in the "Wastewater Overflow Reporting Procedures" section and is dependant on the location of the spill (Collections vs. Pump Station). Funding Funding for any necessary emergency repairs is available through the Water Resources sewer department operating budget. Wastewater Overflow Reporting Procedures Response Procedures—Collections Once the call is received from the dispatcher, the crew leader is to respond to the site as soon as possible but not later than 120 minutes. The crew leader should first notify the Water/Sewer Systems Supervisor or in his absence the W/S Systems Superintendent or the W/S Systems Engineer with information on the severity of the spill and if additional assistance may be needed.. The crew leader should then attempt to clear the sewer stoppage and contain any spill that may have occurred. The W/S Systems Supervisor is to respond to the scene to estimate the volume of the spill. The crew leader is to clean up the spill and treat the affected area. A solution of bleach and water at a rate of 1 part bleach to 9 parts water should be used for treatment. 24 Hour Emergency Contact for Collections—In order of contact: Collections System Supervisor On-Duty Collections System Superintendent W/S Systems Engineer Assistant Director of Water Resources Director of Water Resources IGreenville Utilities Collection System Operation, Maintenance Response Plan Page 10 Response Procedures—Pump Stations and WWTP When the WWTP operator receives an alarm from a pump station or internally to the WWTP, he shall dispatch plant maintenance personnel to check the facility. The situation must be assessed within a maximum of 120 minutes. Once on-site,plant maintenance personnel shall notify the WWTP Chief of Maintenance or the WWTP Superintendent in his absence with an assessment of the spill. If the problem resides within the pump station,plant maintenance personnel will proceed to correct the problem. If the problem cannot be corrected quickly, and an overflow situation is possible, the plant maintenance person is to set up and implement bypass pumping equipment. If additional manpower is needed he is to contact the dispatcher for assistance from Collections Systems personnel. If the maintenance person responds to the site and it appears not to be a pump station problem, but rather a problem within the collections system he is to contact the dispatcher for assistance from collections system personnel (See Response Procedures— Collections) 24 Hour Emergency Contact for Pump Stations and WWTP—In order of contact: WWTP Chief of Maintenance WWTP Operations Coordinator WWTP Superintendent Collections System Superintendent Assistant Director of Water Resources Director of Water Resources Reporting Requirements The following spills must be reported immediately (or within 24 hours of first knowledge). Spills that reach surface waters (i.e. any spill that reaches any water already present in a conveyance, stream, ditch, etc...) Spills greater than 1,000 gallons on the ground regardless of whether they are contained. The 1,000 gallon* threshold applies only to spills on the ground that are captured, fully contained and removed quickly, ensuring that no wastewater reaches surface waters. *For spills greater than 1,000 gallons see News Media Reporting Requirements All Spills regardless of size must be recorded on the appropriate form and turned in to the Superintendent of Water and Sewer Systems! Greenville Ad Utilities Collection System Operation, Maintenance Response Plan Page 11 Reporting Procedures - during normal hours 8 -5 Monday through Friday Properly fill out all parts of the Sewage Spill Response Evaluation Form. For Collections System overflows including pump stations contact the Water/Sewer Systems Supervisor or in his absence the W/S Systems Superintendent or the W/S Systems Engineer. For overflows at the Wastewater Treatment Plant during normal commission hours contact the Wastewater Treatment Plant Superintendent or in his absence the Wastewater Treatment Plant Chief Operator. Give the appropriate person(from item 2 or 3)the information from the Sewage Spill Response Evaluation Form. The spill will be reported by the individual from either item 2 or 3 above depending upon the location of the spill to NCDEQ - DWR at 252-946-6481 immediately or within 24 hours of Greenville Utilities Commissions first knowledge of the spill. The electronic version of the Sewage Spill Response Evaluation Form will then be completed by the W/S Systems Supervisor and routed for internal review prior to submitting to NCDEQ-DWR within five (5)working days of the incident. Turn in your field sketch so that a copy can be attached to the file copy of the Sewage Spill Response Evaluation Form. The Sewage Spill Response Evaluation Form shall be turned in no later than 8:00 AM of the next normal operating day of the Commission. Reporting Procedures-After Hours, Holidays and Weekends Properly fill out all parts of the Sewage Spill Response Evaluation Form. For collections system overflows, including pump stations, contact the on-call W/S Systems Supervisor or in his absence the W/S Systems Superintendent. For overflows at the Wastewater Treatment Plant, contact the Wastewater Treatment Plant Chief Operator or in his absence the Wastewater Treatment Plant Superintendent. Give the appropriate person(from item 2 or 3)the information from the Sewage Spill Response Evaluation Form. The spill will be reported by the individual from either item 2 or 3 above depending upon the location of the spill to NCDEQ-DWR at 1-800-858-0368. The electronic version of the Sewage Spill Response Evaluation Form will then be completed by the W/S Systems Supervisor and routed for internal review prior to submitting to NCDENR-DWR within five (5) working days of the incident. Turn in your field sketch so that a copy can be attached to the file copy of the spill/bypass report form. The Sewage Spill Response Evaluation Form shall be turned in no later than 8:00AM of the next normal operating day of the Commission. *News Media Reporting Requirements Greenville Ad Utilities Collection System Operation, Maintenance Response Plan Page 12 When there is a wastewater discharge to surface waters in excess of 1,000 gallons a press release must be issued within 24 hours of first knowledge of the spill/discharge. The law requires that the press release must be issued to all electronic and print news media outlets that provide general coverage in the county where the discharge occurred. A copy of the press release must be maintained on file for one year. The press release requirement is in addition to the requirement for reporting to The Division of Water Resources (DWR). When there is a wastewater discharge to surface waters in excess of 15,000 gallons, a public notice is required in addition to the press release. The public notice must be placed in a newspaper having general circulation in the county (Pitt) in which the discharge occurred and the county immediately downstream. If a wastewater discharge of 1,000,000 gallons or more reaches surfaces waters,the DWR regional office must be contacted to determine in what additional counties, if any, a public notice must be published. A copy of all public notices and proof of publication must be sent to the DWR to the attention of"NDCEU"within 30 days of publication. The Public Information Officer or his assistant must be notified of any of the above events after which they will contact the media. Internal Review Procedures All reportable and non-reportable spills shall be documented on the appropriate DWQ form and electronically routed for internal review to the following persons including the Public Information Office: For spills on the Collection system the following personnel shall be notified: Director of Water Resources Assistant Director of Water Resources Systems Engineer System Superintendent All Water/Wastewater Supervisors Wastewater Plant Superintendent Wastewater Plant Chief of Maintenance For spills at Pump stations and the Wastewater Treatment Plant: Director of Water Resources Assistant Director of Water Resources Systems Engineer System Superintendent Wastewater Plant Superintendent Wastewater Plant Operations Coordinator Wastewater Plant Chief of Maintenance I�\Greenville Utilities Collection System Operation, Maintenance Response Plan Page 13 The finalized form that is submitted to DWR shall then be distributed electronically to the above persons. Contingency Plan for Pump Failure at each pump station All Greenville Utilities remote Pump Stations are equipped with redundant pumping capacity. In the unlikely event that both pumps fail simultaneously, the following plan of action will be initiated for the repair or replacement of the failed pumps. Each remote pump station is equipped with a RTU (remote terminal unit)that collects data from the remote site and sends information via radio communication directly to the WWTP SCADA system. In the event that an alarm is sent to the WWTP alerting the operations staff that a pump failure has occurred, the following action will be taken: • Maintenance stand-by personnel will be notified that a pump failure has occurred. • Maintenance staff will determine if the failure is electrical or mechanical in nature. • If there is an electrical power failure, the electric department will be notified. The Maintenance staff will mobilize the portable generator to the stations that are not equipped with permanent emergency generators. • If the failure is mechanical, the Maintenance staff will mobilize a pump to connect to the pump by-pass port at each station until pump repairs are made. • If necessary, Green Mill Run and Industrial Park pump stations can have the flow routed around the station into a gravity line during a mechanical or electrical failure. Appendix D contains telephone contact information for waste haulers if necessary. The Plan also contains other emergency contact information including electric motor shop telephone numbers. �\Greenville Utilities Collection System Operation, Maintenance Response Plan Page 14 APPENDICIES Appendix A—Water Resources Contact List- Key Personnel Appendix B - Water Resources Standby List and Schedule Appendix C - Emergency Equipment List Appendix D - Local Waste Hauler Information Appendix E - Construction Contractor List Greenville .7,,Utilities Collection System Operation, Maintenance Response Plan Page 15 Appendix A — Water Resources Contact List (WR Contact List updated and inserted Regularly from Master Contact List) 110 i�Gree nville Utilities Collection System Operation,Maintenance Response Plan Appendix B - Water Resources Standby List and Schedule o\Greenville Utilities Collection System Operation, Maintenance Response Plan Water Resources Standby 2021 Crew# 1 Crew#2 Crew#3 Crew#4 Linwood Smith Corbin Congleton John Hart Randy Beamon Kyle Veneski Adam Evans Diondre Moore Tracy Colville Supv. - Keith Fisher Supv. -George Fuller Supv.-Wayne Wilson Supv.—Keith Fisher Crew#5 Crew#6 Crew#7 Crew#8 Crew#9 John Roebuck Danny Lane Tyrone Moore Butch Stroud Greg Lyons Bennie Pittman Cody Cratt Tony Haywood Dean Roberson Chaz Hathaway Supv. -G. Fuller Supv.—W. Wilson Supv. —K. Fisher Supv. -G. Fuller Supv.—W. Wilson Crew#10 Crew# 11 Crew#12 Crew#13 Crew#14 Keith Clark Josh Dickens Josh Setzer Jordan Godley Patrick Sherrod Dylan Morris Maurice Ampley Luke Hagee Mike Silverthorne Cody Morris Supv.—K. Fisher Supv. -G. Fuller Supv. —K. Fisher Supv.—G. Fuller Supv.—W. Wilson Date: Crew: Date: Crew: Jan 4—Jan 10 10 July 5—July 11 8 Jan 11—Jan 17 11 July 12—July 18 9 Jan 18—Jan 24 12 July 19—July 25 10 Jan 25—Jan 31 13 July 26—Aug 1 11 Feb 1—Feb 7 14 Aug 2—Aug 8 12 Feb 8—Feb 14 1 Aug 9—Aug 15 13 Feb 15—Feb 21 2 Aug 16—Aug 22 14 Feb 22 - Feb 28 3 Aug 23—Aug 29 1 Marl—Mar7 4 Aug30—Sept5 2 Mar 8—Mar 14 5 Sept 6—Sept 12 3 Mar 15—Mar 21 6 Sept 13—Sept 19 4 Mar 22—Mar 28 7 Sept 20—Sept 26 5 Mar 29—April 4 8 Sept 27—Oct 3 6 April 5—April 11 9 Oct 4—Oct 10 7 April 12—April 18 10 Oct 11—Oct 17 8 April 19—April 25 11 Oct 18—Oct 24 9 April 26—May 2 12 Oct 25—Oct 31 10 May 3—May 9 13 Nov 1—Nov 7 11 May 10—May 16 14 Nov 8—Nov 14 12 May 17—May 23 1 Nov 15—Nov 21 13 May 24—May 30 2 Nov 22—Nov 28 14 May 31—June 6 3 Nov 29—Dec 5 1 June 7—June 13 4 Dec 6—Dec 12 2 June 14—June 20 5 Dec 13 —Dec 19 3 June 21—June 27 6 Dec 20—Dec 26 4 June 28—July 4 7 Dec 27—Jan 2 5 Appendix C - Emergency Equipment List I Greenville Utilities Collection System Operation,Maintenance Response Plan Greenville Utilities EQUIPMENT LIST Revised 6/21/21 Reviewed 6/25/21 This list includes only the equipment assigned directly to the Water Resources Operating Department, however in the event of an emergency there would be additional equipment available from the Electric and the Gas Departments. All equipment within this list is operated out of the Greenville Utilities Commission's Operations Center located at 801 Mumford Road or the Greenville Utilities Commission's Wastewater Treatment Plant located at SR 1534 or Greenville Utilities Commission's Water Treatment Plant 1721 Waterway Road. Sewer Cleaning and Inspection Vehicles • 3- Combination high pressure/vacuum sewer cleaningtrucks capable of cleaning6" g P / p through 30" diameter sewer mains. • 3- Electric sewer cleaning machine capable of cleaning 4" through 6" sewer services (2 cable driven and 1 hydraulic unit). • 1 - Portable sewer cleaning hose extension reel- Easement Machine • Closed Circuit television inspection equipment for mains and laterals Trucks as follows: (all units are equipped with two-way radios) • Maintenance/service units with utility service bodies-six units • Crew trucks with utility service bodies-five units • Dump trucks (five cubic yard capacity) -five units • Dump truck (nine cubic yard capacity) - two units • Tractor trailer lowboy-one unit Bypass Pumps and Accessories • 5- 12" Emergency bypass pumps-Diesel • 2-4" Emergency bypass pumps- Diesel • 2-8" emergency bypass pumps- Diesel • 2- 6" Emergency bypass pump- Diesel • 12" Bypass Piping-galvanized steel • 6" Bypass pump hose- Lay flat • 6" Bypass piping-Aluminum pipe / galvanized steel • Sewer plugs (pneumatic) - all sizes for our system • 4" bypass piping lay flat/ galvanized steel N:\-Water Resources Management Documents\_Shared\Equipment List.docx Tractors and Excavators • Holland TM-140 Tractor (WWTP) • Kioti Tractor (WWTP) • Tractor backhoes-six units • Trackhoe excavator-two units • Mini Excavators-5 units • Mini Track loader (Bobcat) - 1 unit (w/bucket, bushhog, tree grinder attachments) • 30 HP Kubota Compact Tractor attachments: front bucket, backhoe bucket, spreader, forks Boats and All Terrain Vehicles • 18' Alumacraft Boat 60HP Yamaha motor • 14' Fiberglass boat with trolling motor and trailer • All-terrain Argo vehicles (w/ trailers) -two units • Gator 4X2-one unit • Gator 6X4 with dump body-one unit • Gator 4x4-2 Units (WWTP) Compressors, Generators, Lights and Other Equipment • 185 CFM portable air compressors- five units • Portable generators as follows: 2500 watt- 1 unit 3500 watt- 1 unit 5000 watt-2 units 60 KW-2 units (WWTP) 150 KW- 1 unit (WWTP) • Portable Light Towers-three units • Traffic Control Devices-four units • Hose Extension/Easement Machine-one unit N:\ Water Resources Management Documents\_Shared\Equipment List.docx Appendix D - Local Waste Hauler Information Greenville Utilities Collection System Operation, Maintenance Response Plan Liquid Waste / Septic Hauling Services Cannon's Septic Tank Services 252-746-3933 Ayden NC Stallings 252-756-0267 Greenville NC Mills Septic Tank Services 252-714-2298 Greenville NC Dr. Pumper 252-756-7867 Grimesland NC Jirns Liquid Waste Haulers 252-375-8669 Greenville NC Rogers Septic Tank Services 252-758-5164 Greenville NC Updated: June 17, 2019 Appendix E - Construction Contractor List Greenville Utilities Collection System Operation, Maintenance Response Plan LOCAL CONTRACTORS Updated June 17, 2019 James L. Cayton Associates,Inc. T.A.Loving Company Richard Tucker PO Box 919 PO Box 3198 400 Patetown Road New Bern,NC 28564 Goldsboro,NC 27530 (252)637-9389 (919)734-8400 (252)637-5622(fax) (919)738-3694(Utility Emergencies) Kenneth Smith PLT Construction Co.,Inc. Jones& Smith 5676 Thompson Chapel Church Rd. 1588 NC102 E. Wilson,NC 27896 Ayden,NC 28513 (252)243-4462 Atlas Brewer Phone(252)746-7628 FAX(252)746-8892 Bobby Tripp Smith Cell#717-2551 Tripp Brothers Construction Ayden,NC 28513 Kelly Barnhill,Jr. (252)746-9278 Hendrix-Barnhill Company,Inc. (252)746-8590(Fax) PO Box 1904 (252)378-5284(Cell) Greenville,NC 27835 (252)752-4122 Ralph Hodge Construction Company (252)355-5452 (Kelly Home#) PO Box 1179 (252)714-1902(Ben Faulkner Cell#) Wilson,NC 27893 (252)237-3663 Ron Stevens or Kasey Monroe (252)205-1767 (Ralph Hodge Cell#) Kemp Construction Inc. (252)205-2874(Ryan Walser Cell#) 2217 Lynmore Drive (252)205-2870(Steve Barnes Cell#) Sherrills Ford,NC 28673 Phone(828)478-3040 David Vaughn Construction FAX (828)478-3940 2302 Pleasant PI (704)201-8767(Kasey's cell) Greenville,NC 27858 252-321-7290 Henry Lanier Lanier Construction Company Route 2,Box 252 AA Snow Hill,NC 27580 (252)747-8124 (252)747-8027 (Benjamin Lanier) ER Lewis Const.Co.,Inc. 100 E.Arlington Blvd. PO Box 565 Greenville,NC 27835 (252)321-1101 FAX(252)321-1102 (252)714-1359(Charles Lewis Cell#) (252)714-0207 (Harvey Lewis Cell#or (252)717-0663) (252) 341-4839(Derrick Joyner Cell#)