Loading...
HomeMy WebLinkAbout20171559 Ver 3_Interbasin Transfer Informaton_20211104Homewood, Sue From: Homewood, Sue Sent: Thursday, November 4, 2021 11:59 AM To: and rew.e.williams2@usace.army.mil; 'Jean B SAW Gibby' Cc: Wojoski, Paul A Subject: FW: [External] Inner Basin Transfer Documents and Allocation Attachments: 1987 JGA Randleman Dam Project with Consortium.pdf, Inner Basin Transfer Certificate.pdf Andy/Jean, I ran down the Interbasin Transfer question further, please see attached documents. The City is providing both water and sewer to the GRMS and as such it is the City's responsibility to ensure that the accounting is tracked under their prior approvals. They report to DWR annually and I checked with our internal staff that they see no issues with this all being allowable under the IBT certificate. Sue Homewood Division of Water Resources, Winston Salem Regional Office Department of Environmental Quality 336 776 9693 office 336 813 1863 mobile Sue.Homewood@ncdenr.gov 450 W. Hanes Mill Rd, Suite 300 Winston Salem NC 27105 ENVIRONMENTAL MANAGEMENT COMMISSION Corrected Certificate Authority To Use t from One River t Authorizin h e Power o o Another IrB�BBpBD the Piedmont Trial Re Unent Domain and to Diver !r G.S. 162A-7 and 153A-285 UhNAGEMENT - 1 • On August 18, 1988 the Piedmont Triad Regional Water Authority (PTRWA) petitioned the Environmental Management Commission (EMC) for approval to use the power of eminent domain and to divert water from one river to another in order to purchase land and construct and operate Randleman Lake. As part of its review of the Randleman Lake project under General Statutes 162A-7 and 153A-285, the EMC held a public hearing in Randleman, North Carolina on February 6, 1991. A record of that hearing was included in the Review Document and Final Environmental Impact Statement (EIS) issued on October 18, 1991. The EIS was reviewed and approved by the State Clearinghouse on November 15, 1991. The Review Document and Final Environmental Impact Statement and comments on the EIS received by both the State Clearinghouse and the Division of Water Resources were mailed to EMC members on November 26, 1991. The EMC considered the PTRWA's petition at its regular meeting on December 12, 1991. According to G.S. 162A-7, the EMC shall issue certificates only to those projects which it finds to be consistent with the maximum beneficial use of the water resources in the State and shall give paramount consideration to the statewide effect of the proposed project rather than its purely local or regional effect. In making this determination, the Commission shall specifically consider: 1. The necessity of the proposed project; 2. Whether the proposed project will promote and increase the storage and conservation of water; 3. The extent of the probable detriment to be caused by the proposed project to the present beneficial use of water in the affected watershed and resulting damages to present beneficial users; 4. The extent of the probable detriment to be caused by the proposed project to the potential beneficial use of water on the affected watershed; 5. The feasibility of alternative sources of supply to the petitioning authority and the comparative cost thereof; 6. _The extent of probable detriment to be caused by the use of alternative sources of supply to present and potentially beneficial use of water on the watershed or watersheds affected by such alternative sources of supply; 7. All other factors as will, in the Commission's opinion, produce the maximum beneficial use of water for all in all areas of the State affected by the proposed project or alternatives thereto. The members of the EMC reviewed and considered the hearing record, the Review Document, the Final Environmental Impact Statement, the final agency and public comments relating to the Randleman Lake project, and the statutory criteria specified above. From the foregoing, the Commission makes the following: Findings (1) Necessity of the Proposed Project: Additional water supply sources will be required in the region served by the members of the PTRWA by about the year 2000 to 2005. The proposed Randleman Lake, with a yield of approximately 48 million gallons per day (MGD), would supply the region's needs until the year 2040 at least. Of the members of the PTRWA, the City of Greensboro and the Town of Randleman have the most urgent need for water. Based on PTRWA's special study to determine the impact of water conservation on the need for an additional supply, the EMC concluded that a reasonable conservation program could delay the need of a new water supply source for five years, or until the 2005-2010 period. (2) Whether the proposed project will promote and increase the storage and conservation of water: The Randleman Lake project will increase the storage of water in the Deep River Basin from about 4.4 billion gallons to 22.4 billion gallons. By storing water during high flow periods and releasing water during low flow periods, Randleman Lake will increase the minimum flows of the Deep River. Up to 28.5 million gallons of water per day will be diverted from the Deep River Basin to the Haw River Basin, and up to 2.0 million gallons will be diverted to the Yadkin River Basin. Constructing Randleman Lake will require stricter protection of the watershed. (3) Extent waters the proposed the affected al uses: The operation of the Randleman Lake project involves the diversion of a portion of the lake's water to Greensboro and High Point, to be discharged into the Haw River and Yadkin River Basins. This diversion of up to 30.5 million gallons of water per day will reduce the average annual flow of the Deep River by a maximum of 27 percent at the dam site to 3 percent downstream at Moncure near the confluence of the Deep River and Haw River. Randleman Lake will flood .one small non -operating hydroelectric site (Coltrane's Mill) and reduce hydroelectric generation at nine other operating sites by an estimated 5 to 15 percent. The PTRWA will negotiate with the owners of these hydroelectric facilities to adjust releases from Randleman Lake to minimize its overall impacts. The 7-day 10-year low flow of the Deep River at the Randleman dam site is slightly less than 10 cubic feet per second (cfs). Randleman Lake will release a minimum flow of 30 cfs under normal conditions, thereby providing an augmented flow downstream during dry periods. The quality of the discharge will also be better than the present flow in the Deep River because of the dilution and natural sedimentation -2- and assimilation of pollutants in a reservoir. There will therefore be a slightly positive effect on downstream communities who use the Deep River for water supply and wastewater assimilation. During extreme dry periods when the volume of water in Randleman Lake decreases to less than 60 percent of its storage capacity, the minimum flow will be reduced to 20 cfs and 10 cfs in stages. When that occurs, PTRWA members will implement a combination of voluntary and mandatory water conservation measures to reduce the demand on that storage. However, even under the worst drought that has occu.Vred in the 58 years of streamflow records, more than the 7-day 10 year low flow will still be released from the lake for downstream needs. In summary, Randleman Lake will have a negative impact on hydroelectric facilities and a small positive impact on downstream water supply and wastewater facilities. (4) Extent of the probable detriment to be caused by the proposed project to the potential beneficial use of the water on the affected watershe While future use of the waters of the Deep River downstream of Randleman Lake may double or triple in years to come, the impact of Randleman Lake will be small because of its ability to increase minimum flows. The water diverted from the Deep River to North and South Buffalo Creeks in the Haw River Basin and to Rich Fork Creek in the Yadkin River Basin as a part of the Randleman Lake project, is not expected to have a significant impact on erosion or flooding in these creeks. (5) Feasibility of alternative sources of supply to the petitioning authority and the comparative cost thereof The Randleman Lake Environmental Impact Statement compares the recommended plan with several alternative reservoir sites. Other reservoir sites are feasible on paper and some of them would be superior to Randleman Lake in certain specific respects. However, the most promising alternatives (Altamahaw Lake and Benaja Lake/ Polecat Creek Lake) are located primarily in Rockingham County. Because of a State law (Chapter 973, S.B. 1404 of the 1989 Session Laws) requiring approval by the Rockingham County Board of Commissioners before an outside local government acquires land for a public project, implementation of these alternatives would be difficult. Also, the comparative rating of environmental impacts of the alternative reservoir sites showed that Randleman Lake had a smaller total environmental impact. Comparative capital costs are as follows: Yield (in MGD) Capital Randleman Lake Upper Deep River Lake Altamahaw Lake Benaja Lake/Polecat Creek Lake Cost Per MGD 48 $ 96,331,000 $ 2,010 40 84,929,000 2,120 48 90,649,000 1,890 40.3 87,148,000 2,160 -3- (6) Extent of probable detriment to be caused alternat the use of _ beneficial use of water on the watershed or watersheds affected by such alternative sources of supply: (a) Upper Deep River Lake - This Lake would result in the diversion of up to 25.75 million gallons per day from the Deep River Basin and thus would have less of an impact on downstream hydroelectric projects than Randleman Lake. The Lake would inundate portions of the High Point Eastside Wastewater Treatment Plant, the existing High Point landfill, and the Seaboard Chemical Plant site, however. ve sources of supply to presen entia (b) Altamahaw Lake - This Lake would result in the diversion of up to 17.5 million gallons per day of water from the Haw River Basin to the Deep River and Yadkin River Basins. The project would inundate 600 more acres than Randleman Lake, cover up 470 acres of wetlands and impact one State Historic Site. (c) Benaja Lake/Polecat Creek Lake - This alternative would only involve minor diversions of water. It would flood a natural area of regional significance and cover up about 845 acres of bottomlands and 735 acres of wetlands. (7) Other factors that will produce the maximum beneficial use of water for all in all areas of the state affPnfPa by fho (a) Water Quality of the Upper Deep River - Even though recent monitoring data from the Upper Deep River indicate that the quality of water is generally good, the Piedmont Regional Water Authority had an extensive water quality study conducted to predict the quality of water in Randleman Lake. All potential sources of pollutants were inventoried and future discharges of pollutants were projected. A model of the lake was developed that assumed that all pollutants discharged into the lake would remain dissolved or suspended in the water. Based on this very conservative model, the untreated water in the lake is projected to meet all standards for finished drinking water except aluminum, copper, and iron. These three metals will either settle out in the lake or be removed in the water treatment plant and will not be a problem in the finished water supply. The water quality study also predicted the level of nutrient enrichment (eutrophication) in Randleman Lake. While some over -enrichment is projected in the Upper Deep River area near High Point's Eastside wastewater treatment plant, the lake as a whole is predicted to be less eutrophic than many other water supply impoundments in the Piedmont of North Carolina. (b): Seaboard Chemical Site and High Point Landfill - The lake water quality model included inputs of pollutants from these two waste sites which lie adjacent to the Deep River area of Randleman Lake. The Division of Solid Waste Management has indicated that certain specific pollutants in the landfill were omitted from the model but that the quantity of these pollutants was not going to be available until the City of High Point completes an intensive monitoring study of the landfill in 12 months. Based on the results of that study, the Division of Solid Waste Management will require -4- the City of High Point to develop a closure plan for the landfill to prevent the escape of significant amounts of pollutants from the site. Provisions of this plan may include covering the landfill with an impervious cover, constructing a slurry wall to stop the flow of leachate, and pumping and treating leachate from the landfill. Because Randleman Lake is not planned to be constructed until the year 2000, there is adequate time to carry out these corrective measures. The same rationale applies to the much smaller Seaboard Chemical site, which is now being cleaned up by 10 of its largep-t contributors. (c) Water Quality of the Deep River Downstream of Randleman Dam The PTRWA will construct a multi -level outlet device at the Randleman Dam in order to release high quality water downstream regardless of the water level in the lake. In the review of the environmental impacts of the Randleman Lake project, the City of Sanford noted that water in the Deep River below Carbonton Dam frequently exhibited low substandard dissolved oxygen concentrations during warm base flow periods (late summer and fall). Because Randleman Lake will supplement base flows during these dry periods and improve the quality of water flowing downstream, it should help improve the quality of water in the lower Deep River. The Division of Environmental Management will investigate the causes of the dissolved oxygen deficit below Carbonton Dam and recommend steps to rectify this situation. (d) Archaeology and Historical Pro erties - A comprehensive cultural resources survey, with archaeological, architectural, and historic components, must be done by the PTRWA. Data recovery and mitigation at affected sites determined to be eligible for listing in the National Register of Historic Places is also required. (e) Recreation - Adequate recreational facilities should be planned and constructed around the lake by local governments, private concessionaires, or State agencies. (f) Wetlands - Approximately 25 acres of wetlands in the impoundment area of Randleman Lake will need to be mitigated and 55 additional acres in the buffer area around the lake protected. A mitigation plan for the loss of wetlands and fish and wildlife resources must be developed during the Federal Clean Water Act Section 404 permitting process. (g) Fish and Wildlife - There is no evidence of endangered or rare fish and wildlife species living in the Randleman Lake project area. PTRWA has agreed to perform an intensive fish and wildlife survey, of the Randleman Lake site and buffer area and to develop a mitigation plan based on the results of that survey. (h) Old Randleman Town Dum - The PTRWA has tested surface water down gradient of the site and found no contamination. No soil testing or ground -water monitoring of this 2.91 acre site adjacent to the site of the proposed Randleman dam has occurred. The Division of Solid Waste Management will test this site in early 1992 and require any necessary clean up if contamination is found. -5- (i) Forest Resources - The PTRWA will use best management practices in the planning, care, and harvest of forests in the 3,000-acre buffer area, following recommendations by the Division of Forest Resources. The main purposes of the buffer area will be for the protection of lake water quality and preservation of wildlife habitat. Decision Based on the complete hearing record, the Commission, on December 12, 1991, by duly made motions and votes, granted the petition of the Piedmont Triad Regional Water Authority to use the power of eminent domain in purchasing land for the Randleman Lake project and to divert up to 30.5 million gallons per day of water from the Deep River Basin to the Haw and Yadkin River Basins in operating Randleman Lake. As a part of this grant of authority, the Commission required that the Piedmont Triad Water Authority maintain a minimum release of 30 cubic feet per second from Randleman Lake, except during extended droughts when the minimum flows could be lowered to 20 cubic feet per second and 10 cubic feet per second after the water stored in the lake fell below 60 percent and 30 percent of the total lake volume respectively. The Commission also required the PTRWA to determine the relationship between the dissolved oxygen concentration of water released from Randleman Lake and the dissolved oxygen concentration downstream in the Deep River to the confluence with the Haw River. If the water released from Randleman Lake does not meet ambient dissolved oxygen standards 1000 feet downstream from the dam, or if the dissolved oxygen content of the water released from Randleman Lake contributes significantly to ambient dissolved oxygen standard violations downstream in the Deep River, the PTRWA is required to install and operate appropriate oxygenation equipment at Randleman Dam. This document shall constitute the certificate as required by G.S. 153A-285 and 162A-7, and is effective as of the Commission's action on December 12, 1991. This the Z s day of , 1992. Charles L. Baker, Chairman STATE OF NORTH CAROLINA COUNTY OF RANDOLPH IN THE MATTER OF: CERTIFICATE AUTHORIZING THE ) PIEDMONT TRIAD REGIONAL WATER ) AUTHORITY TO USE THE POWER OF ) EMINENT DOMAIN AND TO DIVERT ) WATER FROM ONE RIVER TO ) ANOTHER UNDER G.S. §162A-7 ) AND 153A-285. ) BEFORE THE ENVIRONMENTAL MANAGEMENT COMMISSION �-o 2 FEB 1992 ENVIRONMENTAL MANAGEMENT ORDER COMMISSION THIS MATTER came before the undersigned Chairman of the Environmental Management Commission for the correction of the Certificate previously entered herein, it appearing to the undersigned that the Certificate contains a drafting error limiting the study of dissolved oxygen levels in the Deep River to the waters below Carbonton Dam and the installation of oxygenation equipment at Randleman Dam. This error became apparent upon the correction of the minutes for the December 12, 1991 meeting of the Commission. THEREFORE, IT IS ORDERED that the Certificate authorizing the power of eminent domain and the transfer of water from one river to another is corrected by replacing the last two sentences in the Decision paragraph on page 6, lines 19 through 26, with the following: The Commission also required the PTRWA to determine the relationship between the dissolved oxygen concentration of water released from Randleman Lake and the dissolved oxygen concentration downstream in the Deep River to the confluence with the Haw River. If the water released from Randleman Lake does not meet ambient dissolved oxygen standards 1000 feet downstream from the dam, or if the dissolved oxygen content of the -2- water released from Randleman Lake contributes significantly to ambient dissolved oxygen standard violations downstream in the Deep River, the PTRWA is required to install and operate appropriate oxygenation equipment at Randleman Dam. IT IS FURTHER ORDERED that the attached Corrected Certificate Authorizing the Piedmont Triad Regional Water Authority to Use the Power of Eminent Domain and to Divert Water from One River to Another under G.S. §162A-7 and 153A-285 be filed with the Recording Secretary and served upon the parties. This the Z /sr day of February, 1992. 71 Charles L. aker, Chairman Environmental Management Commission :emcorder.fc CERTIFICATE OF SERVICE This is to certify that the undersigned has this day served the foregoing Certificate of the Environmental Management Commission upon each of the following persons by depositing a copy in the United States Mail, First -Class Postage Prepaid except as otherwise indicated and addressed as follows: John Kime, Executive Director Piedmont Triad Regional Water Authority Koger Center, Wilmington Bldg. 2216 West Meadowview Rd. Greensboro, NC 27407 Mr. Vance Arnold, Chairman Plateau Group, N.C. Sierra Club 406 Hillside Drive Greensboro, NC 27401 Mr. Garrison W. Brinton 30 East 65th Street New York, NY 10021 Mr. Lynwood N. Bullock Bullock Industries 6898 Coltrane Mill Road Greensboro, NC 27406 Mr. Chris Carter, President Haw River Assembly P.O. Box 187 Bynum, NC 27228 Mrs. Edith S. Coltrane Vice Chairperson & Treasurer Deep River Citizens' Coalition Route 1, Box 833 Randleman, NC 27317 Mr. George Cook Cook Industries 5312 Groometown Road Greensboro, NC 27407 Certified Mail Return Receipt Requested Mr. E.M. Harris, Jr. Mayor Town of Goldston P.O. Box 115 Goldston, NC 27252 Mr. Thomas J. Hill J & T Hydro P.O. Box 447 Ramseur, NC 27316 Mr. Steve Grathwohl, President Conservation Council of N.C. P.O. Box 37564 Raleigh, NC 27627 Mr. William H. Lee Deep River Hydro P.O. Box 38 Franklinville, NC 27248 Ms. Ann Long Clean Water Fund of NC 112 North Person Street Raleigh, NC 27601 Mr. Gus Murchison Chatham County Board of Commissioners P.O. Box 86 Gulf, NC 27256 Mr. William K. Cowan Lee County Manager P.O. Drawer 1968 Sanford, NC 27331-1968 Mr. -Bruce Cox Route 1, Box 167 Ramseur, NC 27316 Mrs. Margaret Jordan -Ellis President, Deep River Park P.O. Box 30 Gulf, NC 27256-0030 This the S day of :COSEMC.FC -2- Mr. Larry B. Thomas, P.E. Public Works Director City of Sanford P.O. Box 338 Sanford, NC 27330 Mr. Leroy Townsend, Jr. Assoc. Lockville Hydro Power Co. P.O. Box 1572 Lumberton, NC 28359 February, 1992. LACY H. THORNBURG Attorney General l Francis W. Crawley Special Deputy Attorney General N.C. Department of Justice P.O. Box 629 Raleigh, NC 27602-0629 (919) 733-5725 NORTH CAROLINA JOINT GOVERNMENTAL AGREEMENT GUILFORD COUNTY RANDLEMAN DAM PROJECT THIS JOINT GOVERNMENTAL AGREEMENT, made and entered into this fk day of SVA41r �,1987, by and among CITY OF ARCHDALE, CITY OF GREENSBORO, CITY OF HIGH POINT, TOWN OF JAMESTOWN, CITY OF RANDLEMAN (all municipal corporations of the State of North Carolina) RANDOLPH COUNTY (a political subdivision of the State of North Carolina) , and the PIEDMONT TRIAD REGIONAL WATER AU- THORITY (an authority created under the laws of the State of North Carolina) , all of which parties are hereinafter referred to collectively as the "Consortium;" WITNESSETH: THAT, WHEREAS, pursuant to the North Carolina Water and Sewer Authorities Act (N.C.G.S. 162A-1 et, seq.), each municipality and county set out above adopted resolutions jointly organizing a Triad Regional Water Authority and, pursuant thereto, the Articles of Incor- poration of the Piedmont Triad Regional Water Authority were duly established and filed with the Secretary of State of North Carolina. Page 1 of 12 WHEREAS, in order to foster a joint and binding commitment for ntergovernmental cooperation, pursuant to N.C. G.S. 160A-460 et. seq., N.C.G.S. 160A-17, N.C.G.S. 160A-274, and N.C.G.S. 162A-14, the parties hereto desire to enter into a full, irrevocable agreement terminable by any one party only upon payment of liquidated damages, it being the intent that such agreement shall be fully binding on all parties and further requiring each governing body of a local govern- ment named herein to appropriate its proportionate share of public funds needed for the purpose of meeting the financial obligations and commitments hereinafter set forth toward the purchase of land, con- struction of a dam, and a wastewater bypass; WHEREAS, during the interim period prior to construction and operation of the dam facilities, it is the further intent of this Agree- ment for those cities in the Consortium which now have surplus water supplies to share such surplus water with those cities or county in the Consortium which will require additional water and to initiate the con- struction of necessary transmission lines to serve that use with the participation of the Piedmont Triad Regional Water Authority in cases where such lines can be located and sized for future use by the Piedmont Triad Regional Water Authority at such time as the Randleman Dam water treatment facility is operational; WHEREAS, it is the further intent of this Agreement that the Piedmont Triad Regional Water Authority will, during the 1998-99 fiscal year, issue revenue bonds in an amount necessary to construct the Page 2 of 12 first phase of a water treatment plant and the limited transmission lines conductive thereto; WHEREAS, once the respective percentage of funds attributed to each local government has been advanced toward the implementation of the Randleman Dam Project, the Piedmont Triad Regional Water Authori- ty shall proceed to conduct the operation and maintenance thereof based upon a uniform rate structure for the distribution of water to the governmental units named herein which purchase treated water from the water treatment plant; WHEREAS, it is understood that certain obligations are being created by the Authority upon entering into this Agreement, thus each local government recognizes that the withdrawal privileges permitted under G.S. 162A-4 are hereby tolled and waived. NOW, THEREFORE, for and in consideration of the mutual terms, conditions, covenants, obligations and privileges contained herein by and among the Consortium named above, it is hereby agreed as follows: 1. Construction Schedule and Joint Financial Participation. Each local government, individually and severally, agrees to participate financially toward the acquisition of land, construction of the Randleman Dam, and construction of the wastewater bypass. It is the intent of the Consortium to seek the completion of all capital improvements set out above and for the Piedmont Triad Regional Water Authority to commence the operation of these improvements no later than 2000. D­ '2 nF 1 7 For the above mentioned purposes, each local government shall appropriate and allocate funds on an equitable distribution formula basis, which formula is determined by the percent of raw water alloca- tion for each local unit of government based on a 48 million gallon per day safe yield as follows, to wit: City of Greensboro, 59.4%; Randolph County, 12.5%; City of High Point, 21.0%; City of Randleman, 2.1%; Town of Jamestown, 2.5%; City of Archdale, 2.5%. The same raw water allocation formula shall apply to annual operating requirements of the Piedmont Triad Regional Water Authority for staffing, professional service fees, and other administrative costs of operation commencing in the 1987-88 fiscal year budget and continuing each year thereafter until such time as the Piedmont Triad Regional Water Authority commences operation of the water treatment plant and distribution system. 2. Project Phases and Budget Appropriations. It is understood and agreed that the first phase shall provide for the acquisition of necessary land and easements for the location of the dam, limited trans- mission lines connected thereto, and the wastewater bypass. In order that the land may be acquired over an eight -year period, each local government named herein shall appropriate its prorata share of funds in each budget year as necessary in order to proceed with such acquisi- tion of property. These funds shall be paid to the Piedmont Triad Regional Water Authority at the beginning of each budget year. Con- tribution for land and easement acquisition shall be made in each year based on the following estimates, which estimates are more fully set forth in Exhibit A, attached hereto : Page 4 of 12 1988-89 $ 500,000.00 1989-90 1,100,000.00 1990-91 1,100,000.00 1991-92 1,100,000.00 1992-93 1,100,000.00 1993-94 1,100,000.00 1994-95 1,000,000.00 1995-96 1,000,000.00 1996-97 1,000,000.00 The second phase of the project shall involve the construction of the dam, limited transmission lines conductive to such dam, and the wastewater bypass. While it is recognized that each local government named herein may determine, in its own wisdom, the appropriate manner of providing its proportionate share of funds, the total amount of funds for this phase shall be made available to the Piedmont Triad Regional Water Authority in the 1998-99 fiscal year budget in order to let the contract for construction which is presently estimated to be $48,000,000.00. A local government may appropriate funds in a capital reserve amount annually, or provide its share at the time that such funds will be needed as set out above. For this phase, each local government shall be committed to the percent as set out in paragraph 1 of this Agreement. It is understood that the total dollar amounts for land acquisition and dam construction, as set out above, are only estimates based on sound engineering data and may be altered in future years depending Page 5 of 12 upon inflationary trends, increased enhancement of land and facilities, and any other factors which influence the total actual costs. The third phase shall involve the construction of the initial phase of the water treatment plant and the limited transmission lines in con- nection therewith. Before commencement of this phase the Piedmont Triad Regional Water Authority shall survey the cities and county in the Consortium to ascertain their projected water needs for the purpose of developing treated water allocations. It is understood that requests for treated water allocations will be at the sole option of each local government. After negotiation with the parties hereto, the Authority will establish treated water allocations for the first and successive phases of the water treatment plant based on projected needs and feasibility of revenue bond sales. To the extent that all other matters and things having been accomplished in accordance with the above mentioned schedule, the Piedmont Triad Regional Water Authority shall, either in the 1998-99 fiscal year or in some future year thereafter when the need has been determined, issue revenue bonds in an amount necessary to construct the first phase of such water treatment plant and limited transmission lines. Thereafter, the Authority will provide for adequate expansion of the water treatment plant in response to timely notice of need and agreements to purchase water on the part of the local governments named herein. When the first and successive phases of the water treatment plant commence operation, each local government herein agrees to receive water according to the agreed -upon treated water allocation schedule established by the Authority in negoti- ation with the parties hereto. However, if one local government in the Page 6 of 12 Consortium has reached its allocation, it may negotiate independently with other sources to purchase additional water. 3. Delivery of Treated Water and Water Rate. The Authority shall deliver water from the treatment plant to designated delivery points at its system's pressure and agreed- upon volume. The sale of water to local governments in the Consortium shall be based upon a uniform rate structure set by the Authority. 4. Grant Funds. It is the intent of the Piedmont Triad Regional Water Authority to enter into a separate agreement with the State of North Carolina, whereby the State will participate financially in land acquisition and dam construction costs. In the event that any State funds are received, the financial obligation of each local government will be reduced proportionally on the basis of each such local government unit's percent of participation. 5. Interim Construction of Transmission Lines and Water Distri- bution. It is understood that water transmission lines may be installed as needed before the construction of the Randleman Dam and water treatment plant. In such event, the sizing and routing of these water transmission lines may conform to and be commensurate with the future needs and requirements of the Piedmont Triad Regional Water Authority in providing the distribution of water to the local governments herein. It is understood that the financial responsibility for the cost of con- struction of such transmission lines shall be determined among those Page 7 of 12 specific local units of government involved, except that the Piedmont Triad Regional Water Authority may enter into negotiations with those involved local governments to establish an extent of possible financial participation by the Authority in the construction cost of the lines when the lines will be turned over to the Authority for transmission of water from the treatment plant. Upon completion of the necessary transmission lines, where one local government desires to receive water from an existing reservoir of another local government during this interim period, the local govern- ment distributing water shall sell to the other local government on a direct basis. Costs for this water will be negotiated by the specific entities involved. Upon completion of the dam and water treatment plant and the commencement of operation by the Piedmont Triad Regional Water Authority, all agreements to sell water directly from one local government in the Consortium to another local government in the Consortium shall be automatically rescinded when transmission lines are in place to serve the purchasing local government. Any transmission lines constructed with the financial participation of the Piedmont Triad Regional Water Authority shall be turned over to the Authority for use in the distribution of water from the Randleman Dam reservoir. 6. Change in Raw Water Allocation. There shall be no change in the percent of raw water allocation for any local government named herein except by mutual consent between those governments who would agree to an exchange of the percentage of allocation among themselves, with no net effect on the total raw water allocation. In the event of a Page 8 of 12 change in such raw water allocations among the local units of govern- ment, there shall then be a concurrent adjustment in the percent of cost allocation for each local unit of government affected. By way of example, should one local unit's percent of raw water allocation be reduced by one percent, then the cost allocation to that local govern- ment for the acquisition of land and construction of the project shall be reduced accordingly; likewise, should one. local unit's percent of raw water allocation be increased by one percent, then that local unit's cost of acquisition of land and construction of the project shall be increased accordingly. However, nothing in this Agreement shall prevent a local government in the Consortium which has reached its raw water alloca- tion from negotiating independently with other sources to purchase additional raw water. 7. Termination and Liquidated Damages. It is understood and agreed that this is an irrevocable agreement unless terminated by unanimous mutual consent of all local governmental units of the Consor- tium. Nevertheless, in the event any local government named herein attempts to withdraw from the Water Authority or otherwise terminate its participation in this Agreement, it shall be considered a default. It is further mandated herein that such local government shall immediately pay all obligations then outstanding and committed. In addition, such local government shall pay its normal share based upon future obligations pursuant to the terms of this Agreement in annual payments as liquidated damages. This total amount, based on the actual cost of the project (excluding cost of water treatment plant) Page 9 of 12 and its percent of annual participation, is hereby agreed upon, fixed and determined by the parties hereto as. the liquidated damages that the remaining local government units will suffer by such default and not by way of penalty. 8. Miscellaneous. This Agreement constitutes the entire agree- ment among the parties and binds each of their successors and assigns. Any modification of this Agreement must be by written instruction signed by all parties. No waiver or any breach of this Agreement shall be construed as a waiver of any subsequent breach of similar or like nature. This Agreement shall be construed and interpreted according to the laws of the State of North Carolina. The invalidity or unenforceability of any particular provision of this Agreement shall not affect the other provisions hereof, and this Agreement shall be con- strued in all respects as if such invalid or unenforceable provisions were omitted. Page 10 of 12 IN WITNESS WHEREOF, all of the parties hereto have caused this Agreement to be duly executed by each of their properly authorized officials, attested by their Clerks, and each of their corporate seals to be hereunto affixed, all on the day and year first above written. ATTEST: CITY OF ARCHDALE 44L /ftic�i B Y : �L- ity clerk ayor ATTEST: ATTEST: CITY OF REENSBORO j CITY OF HIGH POINT Page 11 of 12 ATTEST: ity lerk ATTEST: ity Clerk ATTEST: Jerk to the Board ATTEST: Approved as to foKm and legality: egai uounse TOWN OF JAMESTOWN Mayor CITY OF RANDLEMAN ayor RANDOLPH COUNTY hairman PIEDMONT This instrument has been preaudited in the manner required by the Local Government Budget and Fiscal Control Act. Finance DirectoJ Page 12 of 12 TER � - ( �W{M'• f �t� � � 3 `(�U2� I` . Yl V1 ,t j� {�L �; dch0 I" O 4r�,i } Ipp. � ri `1 pp , O111. 2n� '7 a rn ..t / s r•�`a�c ti ; �%iii IR Q o o Qu .+ .:�; ` &8 �r� r $ s� s,� ��, Jf \ 1 ^Y .1'k., tija?,}• cn � V�i N f't M ' r���� ��'+ N L <: 8 K q C`• (� � p S 8 Q fir? r �-t�I sF> ': ii'�7-\�� � W � ;��:: � '•3: �0 7 YO W '. i� \b� O c�O ... .-•• � � pp ��� O p �•: ��S'�, �{ ' � �s "�� •,� 43s< �2 � K G .yam, r s 00 60 � +S � gip. _. � O w„� f r�� �Q L. � � �,` J y'l'. Cn1 '•D f� 1-0 .%i: V gy `•-.`]<t y� J .��YS }y, V Q] P oC O N A CV �1+ <Xl+i ��✓y �2 c. c fir, y r tier.: y •� 7J7 ,��� ('1 OP R h s0 yyM�S'` f't_S �Sfi! cD 9Q r�O' 4J (4 +r� vi t` r� c•� ee�NF , (6� h n � �Q% �y�y([ O kf y. .. {�sl �c •3� fi ILC�J `fl C`S q "Y `A J O] ¢h �S '�i lc tj•-.,! r4 :`• f-� � r'2}�y S S.�`' v� vS 541x p f C 1� °�' �/h•�cr��Y< yes } Ile .fly O W � !!jja o4 a2 a� � � tQ� e•�� qp rq� o o r�J' s � y .i! < 3 �Jy / ��i� } y. a � (-4 fA r: 72 }( J J G po LU TOTAL P.02